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HomeMy WebLinkAboutDWG 473-1; PD 11-02; LA COSTA BLUFFS; 01-03GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY /HE CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON /HIS SET OF PLANS. 2. APPROVAL OF /HIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTTON OF THE CARLSBAD MUNICIPAL CODE, RESOLUTTON OF CONDlnONAL APPROVAL, CITY STANDARDS OR 0/HER ADDlnONAL DOCUMENTS LISTED HEREON AS /HEY MAY PERTAIN TO /HIS PROJECT. /HE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE 11/ESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. Cl TY APPROVAL OF PLANS DOES NOT RELIEVE /HE DEVELOPER OR ENGINEER- OF-WORK FROM RESPONSIBILITY FOR /HE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTTON. ALL PLAN REVISIONS SHALL BE PROMPTI. Y SUBMITTED TO /HE 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 CERT/FICA TE OF INSURANCE MUST BE FILED NAMING /HE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON /HE PERMITTEE'S POLICY IN /HE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. /HE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATTNG OF 'A • OR BETTER AND A . SIZ[ CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "8£STS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNI/L ALL PERMITS HA VE BEEN OBTAINED FROM /HE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF IHESE PLANS MAY BE REQUIRED IF TI--/£ PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTEO PRIOR TO THE DEADLINE DA TE OF /HE IMPROVEMENT AGREEMENT. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WI/HOUT /HE WRITTEN APPROVAL OF /HE CITY ENGINEER, NOTED WITHIN TI--/£ REVISION BLOCK, ON TI--/£ APPROPRIATE SHEET OF THE PLANS AND 1/TI.E SHEET. 8. ORIGINAL DRAW1NGS SHALL BECOME /HE PROPERTY OF TI-IE CITY UPON BEING SIGNED 8 Y /HE Cl TY ENGINEER. 9. /HE ORIGINAL DRAWING SHALL BE REVISED TO REFlECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY /HE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO TI-IE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTEO BY A PROFESSIONAL ENGINEER OF /HE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN /HE FIELD OF APPLIED SOILS MECHANICS. /HE SOILS REPORT W1LL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR W1THIN TWO WORKING DAYS OF COMPLEI/ON OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT($) SHALL BE IMMEDIATELY SUBMITTED TO /HE CITY ENGINEERING INSPECTOR UPON COMPLETION OF /HE FIELD TESTS. 12. A PRfCONSTRUCTIQN MEETING SHA! L BE Hfl D AT THE SUE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTA TTVES RESPONSIBLE FOR CONSTRUCTION, INSPECI/ON, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF /HE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALLING /HE INSPECTION LINE AT (760) 4J8-J891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 13. ALL INSPECVON REQUESTS OTHER /HAN FOR PRECONSTRUCT/ON MEETING W1LL BE MADE BY CALLING THE ENGINEER/NG 24-HOUR INSPECTION REQUEST LINE AT 760 436-3891. INSPECTTON REQUESTS MUST BE RECEIVED PRIOR TO 2: 00 P.M. INSPECTIONS WILL B MADE /HE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P./,1. W1LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. TI--/£ OWNER AND/OR APPLICANT TI--IROUGH /HE DEVELOPER AND/OR CONT.RACTOR SHALL DESIGN, CONST.RUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 15. TI--/£ CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO TI--/£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPE OR 0/HER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM /HE HAZARD OF CAVING GROUND DURING THE EXCAVA T/ON OF SUCH TRENCH OR TRENCHES OR DURING TI--/£ PIPE INSTALLA T/ON /HEREIN, TI--1/S PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5J OR MORE IN DEPTH AND APPROVED BY TI-IE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVA I/ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS fSTABIISHEQ BY llif CONSTRIIGTIQN SAFETY ORQFRS, TITI f 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHA/ I BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF TI--IE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCA VA T!ON. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE DURING CONST.RUCTION, OPERATIONS WIii <:[AS£ IMMWIATELY AND /HE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL TI-IE PERM/TT££ HAS RECEIVED WRITTEN AUTI--IORITY FROM THE CITY ENGINEER TO DO SO. 17. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT /HERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OIHER ASSOC/A TED GRADING EQUIPMENT SHALL BE UM/TEO TO /HE PERIOD BETWEEN 7: 00 A.M. AND . SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTI--IMOVING OR GRADING OPERA 1/0NS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT /HE ENGINEERING DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. /HE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREfTS AS A RESULT OF THE GRADING OPERA T/ON. 19. NO BLASTTNG SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE AND LOCATION OF UTTLITY STRUCTURES AND FACILITIES SHOWN ON /HE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF /HE AVAILABLE RECORDS. ATTENTION IS CALLED TO TI--IE POSSIBLE EXISTENCE OF OTI--/ER UTILITY FACILITIES OR STRUCTIJRES 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 UI/LITIES SHOWN ON TI--IE PLANS AND ANY OTI--IER EXISTING FACILITIES OR STRUCTIJRES NOT SHOWN. 21. /HE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FAC/LITTES ( ABOVEGROUND AND UNDERGROUND ) WI/HIN /HE PROJECT SITE SUFFICIENTI. Y AHEAD OF TI--IE CONSTRUCTION TO PERMIT THE REVISIONS OF TI--IE CONSTRUCTTON PLANS IF IT IS FOUND THAT THE ACT/JAL LOCA 1/0NS ARE IN CONFl/CT WITI--1 THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING DAYS PRIOR TO STAR I/NG CONSTRucnoN NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITI--1 A COMPANY REPRESENTA I/VE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL I/ME WARNER CABLE COX COMMUN/CATIONS CITY OF CARLSBAD(STREETS AND STORM DRAIN) 'CITY OF CARLSBAD(SEWER, WATER & RECLA/MEb WATER) 'SAN DIEGU/TO WATER DISTRICT *LEUCADIA WASTEWATER DIST.RICT *VALLEC/TOS WATER DISTRICT 'OLIVENHAIN WATER DISTRICT *BUENA SAN/TAT/ON DIST.RICT • AS APPROPRIATE - I (8001422-4133 (800 660-7343 ~ 800 892-0123 760 438-7741 760 806-9809 (760)434-2980 (760)438-2722 (760~633-2650 (760 753-0155 (760 744-0460 (760]753-6466 (760)726-1340 WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN OBJECT MARKER SHALL BE 12"X12• 2. /HE CONT.RAC TOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY BEFORE ANY EXCAVA I/ON AND SHALL PROVIDE PROOF OF OSHA NOT/FICA T/ON ANO SHALL ADHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCTTON SAFETY ORDERS. 3. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EX/STTNG C.M. W.D. LINES, A PERMIT SHALL BE OBTAINED FROM TI--/£ C.M.W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY TI--IE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL BE HELD A MINIMUM OF 7 DAYS BEFORE CONSTRUCT/ON BEGINS. TI--/£ CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEER/NG INSPECTION 4B HOURS PRIOR TO BEGINNING OF CONSTRUCTION, TELEPHONE N0.(760) 438-3891 FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECI/ON DEPARTMENT 48 HOURS PRIOR TO STARTTNG WORK SO /HAT INSPECTION MAY BE PROVIDED -TELEPHONE NO. (760)438-3891. 6. NO TREES OR STRUCTIJRES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING T.REES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM TI--/£ DISTRICT ENGINEER. 7. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA IHODIC PROTECTTON. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES /HAT PROTECTTON CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA I/VE FORM OF PROTECTION. 8. TI-IE EXACT HORIZONTAL AND VERTTCAL ALIGNMENT AND TYPE OF MATERIALS OF TI--/£ FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER AND RECYCLED WATER SERVICES SHALL BE 1• AND ALL METERS SHALL BE 5/8" (UNLESS 0/HERWISE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" X JO" X 12• POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 11. MINIMUM SPACING BETWEEN POTABLE WATER LA TERA LS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FlUSH WIIH THE FINISHED SURFACE GRADE. 13. CONSTRUCT/ON OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR TI--IE SEPARATION OF WATER MAINS AND SANITARY SEWERS' PUBLISHED BY TI--IE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 14. AXIAL DEFLECTTON AT TI--/£ PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HIGH- DEFlECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY /HE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAi.. DEFlECT/ON PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL-IRON" H.D. FOR C900. LJD SEWER NOTES 1. LWD APPROVAL OF TI--IESE PLANS DOES NOT RELIEVE THE APPLICANT, PR/VA TE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR TI--IE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS. AND CONSTRUCTION WORK SHALL CONFORM TO TI-IE LEUCADIA WASTEWATER DISTRICT LWD SEWER STANDARDS AND TO /HE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND TI--IE REGIONAL STANDARD DRAW1NGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT TI--IE LWD SEWER STANDARDS GOVERN. J. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WI/HOUT EXCEPTION, 4. /HE CONTRACTOR SHALL HA VE A COPY OF THE SEWER NOTES 2. & 3. DOCUMENTS ON /HE JOBS/TE AT ALL TIMES. 5. THE CONT.RACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR AFTER TI--IE DA TE OF FINAL ACCEPTANCE BY UID AND SHALL REPAIR OR REPLACE ANY WORK /HAT MAY PROVE DEFECI/VE IN WORKMANSHIP AND/OR MA TER/ALS WITHIN THE ONE YEAR PERIOD WI/HOUT EXPENSE WHATSOEVER TO LWD. 6. PRIOR TO CONSTRUCI/ON, /HE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENI/NG ALL MATERIALS AND SUPPLIES SATISFACTORY TO LWD. WORK SHALL NOT COMMENCE UNnL SUCH MATERIALS ARE APPROVED BY LWD. 7. PRIOR TO BEGINNING SEWER. WORK, THE CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONST.RUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOTICE TO LWD PRIOR TO CONSTRUCI/ON. II NO WORK SHALL BE COMMENCED UNTTL ALL PERMITS HA VE BEEN OBTAINED FROM THE JURISDICI/ONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES. 9. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILlnES SHOWN ON TI--IESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PR/VA TE ENGINEER. TO TI--/£ BEST OF /HE PR/VA TE ENGINEER'S KNOWLEDGE, THERE ARE NO EX/SI/NG UTILlnES EXCEPT /HOSE SHOWN ON TI--IESE PLANS. ATTENTION IS CALLED TO TI--IE POSSIBLE EXISTENCE OF OTI--IER UTTLITIES OR ST.RUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. /HE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON /HE PLANS AND OTHER EXISTING FACILITIES OR STRUCTIJRES NOT SHOWN. 10. APPROVAL OF THIS PLAN BY LW DOES NOT CONSTTTUTE A REPRESENTATION OF TI--/£ ACCURACY OF THE LOCA T/ON OF, OR TI--IE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTTLITY, PIPE, OR STRUCTURE WI/HIN TI--/£ LIMITS OF TI--1/S PROJECT. - 11. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (BOO) 422-4133, AS REQUIRED BY STATE LAW. ALL UI/UTY CROSSINGS SHALL BE PO/HOLED PRIOR TO TRENCHING, 12. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT ENGINEER AS CONSTRUCTION CHANGES TO TI--/£ ORIGINAL MYLAR DWGS. WITH INITIALED APPROVAL ON TI--/£ MYLARS. 13. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD AVAILABLE TO THE PRIVATE ENGINEER. /HE PRIVATE ENGINEER SHALL PROVIDE AS-BUILT DRAWINGS TO LWD FOR REVIEW AND APPROVALPRIOR TO FINAL ACCEPTANCE OF /HE PROJECT. 14. /HE CONT.RACTOR SHALL PROTECT ALL SURVEY MONUMENTAT/ON. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, TI-IE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND RECORD /HE MONUMENT CHANGE PER STATE LAW. 15. JOB MIXING OF CONCRETE IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTTNG BY LW WILL BE AT CONT.RACTOR EXPENSE. 16. FINAL APPROVAL OF PLANS BY THE DISTRICT ENGINEER IS VALID FOR A PERIOD OF TIME NOT TO EXCEED ONE YEAR FROM APPROVAL DA TE TO START OF CONSTRUCTION. IF THE ONE YEAR TTME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER SHALL RESUBMIT TI--/£ PLAN CHECK TO THE DISTRICT ENGINEER FOR AN UPDATED REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO TI--IE PLANS SHALL BE MADE AT TI--IE DEVELOPERS EXPENSE AND APPROVED BY /HE LWD DISTRICT ENGINEER PRIOR TO TI-IE START OF CONSTRUCT/ON. 17. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STATE, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SAPCE ENTRY. 18. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER /HE LWD SEWER STANDARDS. WATER JETTING SHALL NOT BE ALLOWED. 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, PRINCIPALLY DOING BUSINESS IN TI--/£ FIELD OF APPLIED SOIL MECHANICS, ON /HE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND /HE ENGINEERED STRUCTIJRAL SECI/ON MUST BE SUBMITTED TO /HE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE TI--/£ WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON TI--/£ "AS-BUILT' PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTTLITIES 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 WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN 0/HER AREAS /HE PIPE W1LL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY TI--IE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF nn.E 24, CALIFORNIA ADM/NIST.RA I/VE CODE. 6. STREET TREES SHALL BE INSTALLED PER SECTION IV D.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WI/HIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M/9. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY TI--1/S WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER /HE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEER/NG INSPECTOR. SIGNING AND STRIPING NOTES I. TI--/£ CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. VICINITY MAP CITY OF OCEANSIDE HIGHWAY 711 PACIFIC OCEAN ' \ .,. ♦N NOTTO .J. '1 SCALE .. ""~ I L,.,... .. L._,., l CITY OF VISTA "-•·-··-.. , ROA ,{il ~o CITY OF -0.---\4SAN MARCOS I i.. .. 7 CITY OF ENCINITAS ~ ~J' WORK TO BE DONE /HE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH TI--/£ FOLLOWING DOCUMENTS, CURRENT AT T/-IE TIME OF CONSTRUCTTON, AS DIRECTED BY THE Cl TY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUI/ON NO. 6844-6847 DATED 12-07-2011 5. TI--IE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN ' BOOK). 6. COMPACTION TESTING BY EAST COUNTY SOIL CONSULTATION & ENGR,, INC. 7. TI-IE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY /HE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS 9. 10. 11. DATED NIA STORM WATER POLLUTION PREVENTION PLAN PREPARED BY ______ _ DA TED NIA WDID NO. 9 37S Nt,1 STORM WATER MANAGEMENf PLAN PREPARED BY _________ _ DATED NIA CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCT/ON HANDBOOK AND CAL T.RANS CONSTRUCTION SITE BMP MANUAL. LEGEND 2. SIGNING. STRIPING AND PAVEMENT MARKINGS 9-HALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 2003 REVISION 1, AS AMENDED FOR USE IN CALIFQRN/A), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LA TEST VERSION TI--IEREOF), THeSE PLANS AND TI-IE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF /HE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLA I/ON. T.B. PAGE 1147-Hl ALL STANDARD DRAWINGS ARE PER /HE SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTI--IERWISE. 4. ANY DEV/AT/ON FROM TI--IESE SIGNING AND STRIPING PLANS SHALL BE APPROVED BY TI--/£ ENGINEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANGE IN /HE FIELD. * CITY OF CARLSBAD STANDARD DRAWINGS ** CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWINGS *** (SDRSD) AS PER CARLSBAD MOD/FICAI/ONS 5. ALL SIGNING AND STRIPING SHALL BE REFLECTTVE PER CAL T.RANS SPECIF/CA 1/0NS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. SIGNING SHALL °USE "DECLARATION OF RESPONSIBLE CHARGE" EXIST. MAP BOUNDARY. ENCAPSULATED LENS REFlECnVE SHEETING (HIGH INTENSITY OR EQUAL). B. PRIOR TO FINAL ACCEPTANCE OF ST.REET IMPROVEMENTS, ALL STREET ST.RIPING AND I HEREBY DECLARE THAT I AM TI--/£ ENGINEER OF WORK FOR THIS PROJECT. TI--IAT I LOT LINE .. · .. · .... DESCRIPTION SYMBOL -------- AND MARKINGS 'f'TI--IIN A 500' PERIMETER OF TI--IE CONST.RUCTION PROJECT WILL BE HA VE EXERCISED RESPONSIBLE CHARGE OVER TI-IE DESIGN OF TI--/£ PROJECT AS DEFINED EXIST. CONTOURS RESTORED TO A LIKE NEW" CONDITION, IN A MANNER MEETING TI--/£ APPROVAL OF TI--/£ IN SECTION 6703 OF TI-IE BUSINESS AND PROFESSIONS CODE, AND /HAT TI--/£ DESIGN IS ----11 □----- CITY INSPECTOR. CONSISTENT WITH CURRENT STANDARDS. EXIST. WATER LATERAL . --------103------,0 7· %t1fi.Tc ig~:r 0tiREg~o~Tlff';'i7s tf PREfflS~A rf.J#'~k,~fST61~~~1f_fi'trtrf0VED BY THE I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CA noNS BY TI--/£ · CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY EXIST. WATER METER BOX ... 8. CONTRACTOR SHALL REMOVE ALL CONFUCI/NG PAINTED LINES, MARKINGS AND PAVEMENT RESPONSIBILITIES FOR PROJECT DESIGN. LEGENDS BY GRINDING. DEBRIS SHALL BE PROMP7LY REMOVED BY /HE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL BE TI--/£ LATEST VERSION OFTHE CALTRANS MET.RIC FIRM: RANCHO COASTAL ENGINEAERLILNG & SURlllVE0 7 YJNG STENCILS. ADDRESS: J10 S. TWIN OAKS I( EY RD.. -297 10. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HAVE 10' CITY, STATE.:·----,,"'-"-'-:c"'""-'"':"'-"'CA"-"9""20.,7..,.8 _____ _ INSIDE DIMENSION UNLESS OTI--IERWISE SPECIFIED. TELEPHONE:-/,'+£..!!.!::.<~Jq."-'-"'"------------n. ALL CROSSWALKS, LIMIT LINES, STOP BARS. PAVEMENT ARROWS AND PAVEMENT LEGENDS SHALL BE TI--IERMOPLASTIC UNLESS OTHERWISE SPECIFIED. 12. FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO TI--/£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 'S MUTCD 200J REVISION 1, AS AMENDED FOR USE IN CALIFORNIA) AND SAN DIEGO REGIONAL STANDARD DRAW1NG M-19. BY: -~~'.:.L(.Ji~jl___:=------DATE: 13. ALL MEDIAN NOSES AND FlARES SHALL BE PAINTED YELLOW. DOUGLAS LOGAN 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN /HE CALIFORNIA MANUAL ON UNIFORM R.C.E. N0.:_-'3"=9'-"7'-'26"------------- T.RAFFIC CONTROL DEVICES (FHWA'S MUTCD 2003 REVISION1, AS AMENDED FOR USE IN REG/STRATTON EXPIRATION DAT£: __ 1"'2'-'IJ"-'1.Ll.,_,13'------ CALIFORNIA) UNLESS OTI--IERWISE 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 A TTACHEO TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY OF CARLSBAD MOUNI/NG BRACKET WITH STRAPS. 17. EXISTING SIGNS REMOVED BY THE CONTRACTOR SHALL BE DELIVERED BY TI--IE CONTRACTOR TO TI--/£ CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE. 18. ALL SIGNS SHOWN ON TI--IESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY TI-IE CONTRACTOR EXCEPT TI--/OSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN AND OM1-J OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOSE, TI-IE R4-7 SIGN SHALL BE 18'X24" AND /HE OM1-3 -- ACCORDANCE WITI--1 TI--/£ "CITY OF CARLSBAD ENGINEERING STANDARDS• (LA TESf ./. ~c~;.. EDITION) VOLUMES 2 & 3. /~i:Jn.,,,1,1ft_,, REFERENCE DRAlfINGS ,§§' ~v,.Gf 0?!,;~~'G,_ 3 ~ DWG. NO. 169-4. SHEET 5 & 6 ',!! N-i. !2014 f RANCHO COAST AL ENGINEERING & SURVEYING SINGLI SOUR.Cl Dl!Vl!LOPMl!NT CONSULTANT 310 S. TWIN OAKS VALLEY RD., #107-297 SAfl MARCOS, CA. 92078 (760) 510-3152 Ph / (760) 510-3153 Fax INDEX OJ' SHEETS SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON IHESE PLANS WAS GENERA TED BY: * EJq,.12/:Jt/l{ * ">...'-t1vy~ X:..ftllf A1'§f9 SHEET 1: nn.E SHEET DIG/ TAL C -\._§...~N/DET.A/1._StlfQ..___ TOPOGRAPHIC METHODS FROM INFORMATION GATHERED ON BY: PHOTO GEODETIC CORPORA noN PROJECT LOCATION 06 08 2000 5St/NPl70/V Or fi'ES'Pt?. 1.5/BL.& C/-IA. E ....__-------., AS Clr //IARC/1 t!'J, c013, J: ffl:1?8Y ASSlfMc l?ES/70/v'S/c!Llff' C#Af«iE r?',f T,f/5" .'i /6 0£S/<7,1/ Ch?(,VgES 17) $IS OA'AN.0",$. j TYPE EXIST. SEWER LATERAL. EXIST. SDGE BOX. EXIST. STREET LIGHT EXIST. TELEPHONE HANDHOLD. EXIST. DRY unUTIES ....... . EXIST. FIBER OP TIC ....... . 2• WATER SERVICE ..... . ., .. ** W-4 ...... 4" DETECTOR CHECK. ...... ** W-21/W-22 ... FIRE HYDRANT ASSEMBLY. ., ..... **· W-12 ... 5• GA TE VAL \IE. , ..... I . ' 8 GATE VAL\IE.j .. . 12• GA TE VAL 'lfi .. .. ' 2• M.A.R. ASSEl,/BLY. ... .... ** W-B I □ ~ OD ----DU---- ----FO---- ---@ ----<::o:x)- ©-J ® ® ® ■ 2"B.o... ,.. . .... **W-6 ........ , o TRENCH RESURF~C/NG ............. * GS-26/2B l'.2;1///221/V/2?2 a• PVC ----w---- 5• SEWER LATERAL. .... .. .. LWD S-17/25 .. --------1 RIQUIRID TREATMENT CONTROL BIIP TABLII DESCRIPTION OlfNERSHIP 4 EA. 4 EA. 4 EA. BEA. 4 EA. 4 EA. 2 EA. 2 EA. 280 L.F. 200 L.F'. 4 EA. /HIS PROJECT IS LOCATED WITI--1/N ASSESSORS PARCEL NUMBER(S) 216-300-7 THRU 20 TI--/£ CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: 334-1695 AND CARLSBAD DWG. #296 5 • SHEET 191 of 225 ~"$-(}'tJq,,,1_ A'CG"A(O. 3 l:Olf'. c,,-,P. t~/.l'~/iy MP PROJECT PRIORITY NON-PRIORITY PROJECT ;i//4-116'": t;lbR$E O 0Ay O'OAY CO/v'St/if,,/IY?S IAIC. ...!===============:;==============~ i110LoKe1rA111:.~sr,sT1:. o ~ .,, CITYOFCARLSBADFIREDEPARTMENT "AS BUILT" CARIS8AO. C4. 'l.co/0 ~-------REQUIREMENTS BENCH MARK DESCRIPTION: SET ROD DRIVEN TO REFUSAL 1'11TH CAP. LOCATION: 220-FT. WEST OF ROMERIA ST. ON THE SOUTH SIDE OF LA COSTA AVE. & 5-FT. BACK OF CURB 7~0-93/-7/'rJO £ LEUCADIA WASTEWATER DISTRICT NO. OF F.H.(S)_f.FLOW 1soo G.P.M. OUT OF_1_F.H.(s). J;Pj'>riv..J.ffo· BLDG. SPRINKLE@NO •.• F.FLOW.1:illll..G.P.M. RECORDED: CITY OF CARLSBAD SURVEY CONTROL PER R. 0. S. 17271, PT.# 020. ELEVATION: 104.250 DATUM:. __ Nc:cAc:.V'-'D'-'=2.,,_9 __ IMPORT ANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES THAT A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID FOR YOU DIG ALERT 1.D. NUMBER CALL UNDERGROUND SER~CE ALERT TOLL FREE 811 TWO WORKING DAYS BEFORE YOU DIG f/~r~I 3/zo/12. APPROVED BY: l----+---+--------------+---+---+---+---I I SH1EET j CITY Of' CARLSBAD ENGINEERING DEPARTMENT .. :;;IM::;P::::R::::O::VE;;M.;E;:N::::T::P;::L:::A:::NS;:::;F;:O:;R::::::::::::::::::::::::::::::=::==;:!/~'J\=::::::::::~, DATE DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA BLUFFS ::._,./, TI'IU: SHEET APPROVED~ izi, 1),d· DWN BY: CHK □ BY: SR,,s RVWD BY: PEI PROJECT NO. PD 11-02 DRAWING NO. 473-1 N It) ... I") I 0 ... It) w ....... Q z ~ z <3 13 C ~ ~~ VJ ~~ -< 0 w~ u 0 a ~ ~ a::: APN 216-300-28 CONC 4' METER BOX ;l/Mt: ,6{ot:.K • OOFl'ER WATER . . .· CAUTION!!! ,. • SEE NOTE /. "rlAAI!,, C fV/11/l"P.~ • i c..,..'-!-W) . UTILITY ,j <f. ti 4 4 4 <J ADA PORTION OF G-14A <J -\ CAUTION!!! SEE NOTE WORK TO BE CAUTION!!! SEE NOTE v• . @ "HOT-TAP" NEW .aJ1 C900 DR18 PVC WATER. SERVICE. WITH-&' GATE VALVE, OFF EXISTING 12" A.C.P. INSTALLATION OF TI-IESE TWO INTERIOR SERVICES TO BE DONE AFTER TI-IE WORK SHOWN IN ITEM NO. 6. a '"'t'W'lilff SCALE IN CALE: 1" 20 -Mi EET 20· ASPH 40 1. LWD APPROVAL OF THfSf PLANS DOfS NOT RfLIEVE THE APPLICANT, PR/VA TE ENG/NEfR OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECT/ON OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCT/ON. 2. ALL DESIGN, MATERIALS, AND CONSTRUCT/ON WORK SHALL CONFORM TO THE LEUCADIA WASTEWA7ER DISTRICT LWD SEWER STANDARDS AND TO THE REQUIREMfNTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS , MOST CURRfNT EDITIONS. IN THE EVENT OF CONFI..ICT TH[ LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPT/ON. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS SPECIFIED IN SEWER N01ES 2 & J ON THE JOBS/1£ AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARAN1EE ALL WORK FOR A PERIOD OF ONE YEAR AF1ER THE DA TE OF FINAL ACCEPTANCE BY LWD AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECT/VE IN WORKMANSHIP AND/OR MA 1ERIALS 'MTHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO LWD. 6. PRIOR TO BEGINNING SEWER WORK, THE CONTRACTOR SHALL SECURE A LWD PERMIT FOR CONSTRUCTION AND SHALL PROVIDE A MINIMUM OF 72 HOURS NOT/CE TO LWD PRIOR TO CONSTRUCT/ON. 7. APPROVAL OF THIS PLAN BY LWD DOfS NOT CONST/TU TE A REPRESENTA T/ON OF THE ACCURACY OF THE LOCA T/ON OF, OR THE EXIS7ENCf OR NON-EXIS7ENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIM/TS OF THIS PROJECT. B. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE LWD DISTRICT [NG/NEER AS CONSTRUCTION CHANGES TO THE ORIGINAL MYLAR DWGS. W1TH INITIALED APPROVAL ON THE MYLARS. 9. CONNECTIONS TO EXIST/NG SEWER PIP[ OR MANHOLES SHALL ONLY BE DONE IN THE DIRECT PRESENCE OF THE LWD INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXIST/NG SEWER UNTIL AF1ER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY THE L WO INSPECTOR, OR AS APPROVED BY DISTRICT ENG/NEER. 10. ALL SER\1/Cf LATERALS SHALL BE LOCA1ED AT RIGHT ANGLES TO THE SEWER MAIN UNLfSS OTHERWISE SHOWN AS APPROVED BY LWD ON THE PLANS. 11. A 2-INCH HIGH lS? SHALL BE INSCRIBED ON THE CURB FACE AT EACH LA1ERAL LOCATION BY THE CONTRACTOR. 12. A 10 GAGE SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LA 7ERAL. THE WIRE SHALL EX1END UP TO A 2• COPPER TAG TIED AND SOLDERED TO THE WIRE. THE TAG OVER THE SEWER MAIN SHALL 7ERMINA7E 6" ABOVE PAVING SUBGRADE WITH FINAL LOCA T/ON JUST BELOW PA \I/NG. THE TAG OVER THE CUSTOMER END OF THE LATERAL SHALL EXTEND ABOVE GRAD[ UNTIL CONNfC1fD AND SHALL THfREAF7ER Bf BUR/ED AT THE POINT OF CONNECT/ON. 13. ALL SEWERS AND LA 1ERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR 1fS1fD, AND 1ELE\I/SED AT THE APPLICANT/CONTRACTORS EXPfNSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWD. AIR 1EST SHALL BE DONE AFTER CONSTRUCT/ON OF ALL OTHER UTILITIES AND IJTILITY LA 7ERALS. 14. ALL SEWERS AND LA7ERALS SHALL BE IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LWD INSPECTOR PRIOR TO PAVING. 15. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXIST/NG WYES OR SHALL BE MADE BY INSTALL/NG NEW MANUFACTIJRED WYfS. STANDARD BELL AND SPIGOT OR PLAIN END WYES AND PLAIN END PIPE SPOOLS MATCHING THE ADJACENT EX/STING PIPE MAY BE USED FOR INSERTING WYES INTO AN EX/STING SEWER. 18. IF NECESSARY DURING THE LA 1ERAL CONNECT/ON WORK, UPSTREAM FLOW IN TH[ EXIST/NG SEWER SHALL BE TEMPORARILY PLUGGED AND BY-PASSED BY PUMPING OR PUMPER TRIJCKS FOR DISPOSAL TO A DOWNSTREAM L WD SEWER. IN LOCA T/ONS WITH SIGNIFICANT UPSTREAM PLOW. LWD MAY REQUIRE TEMPORARY PROVISION OF DUTY AND BYPASS EQIJIPMENT WITH FULL-TIME MANNED MONITORING. NO UNMANNfD BYPASS SHALL BE ALLOWED. 17. FOR CONNECTION OF PLAIN END TO PLAIN END PVC SEWER, REPAIR COUPLINGS SHALL BE MAD[ OF PVC MA 1ERIAL MEETING TH[ SAMf MATERIAL REQU/RfMENTS AND OUTSIDE DIMENSION AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKE1ED WITH NO CEN1ER STOP. PIP[ ENDS SHALL BE THOROUGHLY CL[ANED PRIOR TO INSTALLATION OF THE RfPAIR COUPLING(S). THE REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN END PIPE, THEN TH[ PIP[ AND ADJOINING PIPES SHALL BE ALIGNED TOGETHER AND THE REPAIR COUPLING SLIPPED BACK INTO A POSIT/ON [QUALL Y SPACED BETWEEN THE TWO PLAIN END PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUPACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWD DISTRICT ENGINEER. 18. PVC OR VITRIFIED CLAY PIPE (VCP) SfWER PIPE AND WYfS MAY BE USED TO TIE-IN TO EXISTING VCP. FOR CONNfCTION OR REPAIR OF PLAIN END VCP TO VCP OR VCP TO PVC, A ROMAG INDUSTRIES, INC. STYLE 501, OR APPROVED EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL BE USED 'MTH A GASKET RANGE FOR EACH END OF THE COUPLING TO MATCH THE OUTSIDE DIAME7ER OF THE PIPE ON THAT SIDE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, GRADE 65-45-12 AND SHALL Bf PROVIDED WITH 16 MILS FUSION BONDED EPOXY COLOR CODED TO TH[ TYPE OF CONNECT/NG PIPE. GASKETS SHALL BE SBR PER ASTM D2000 MBA710, COMPOUNDED FOR WATER AND SEWER SERVICE. ALL NUTS AND BOLTS SHALL BE TYPE 318 STAINLESS S1EEL. 19. FINAL APPROVAL OF PLANS BY DISTRICT ENGINEfR IS VALID FOR A PER/OD OF TIME NOT TO EXCfED ONE YEAR FROM APPROVAL DA TE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCT/ON THE DEVELOPER SHALL RfSUBMIT THE PLAN CHECK TO THE DISTRICT ENG/NITR FOR AN UPDA 1£D REVIEW AND APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE AND APPROVED BY THE LWD DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCT/ON. "AS BUil T" I 041813 ... " I -,·v / 10+00.00 138.23 R/W 138.00 ~ 10+32.00J~ ~ ~·-~------,--~~-9+89.30 dil~ I/ \. . ;,;,._ 10+38.33 1 .-v 138.106, PH-3.70---......... I " ,,,.--134.842, rob 1· PIPE - 9+92.39-.. r ~!"~?-02 ' I V 10 38 30 -t--r .. ~~7•ro-~------7~13~4~.2v4-), ~\----7'/7l'i't1"t,"'A~ND--Tru>~.-----;;vr.--------"TI1::mrrcw1~0~+3f6~.68t::':::::::::::::::::----------:::--:::'./~--~=t;-~+~_·r.:ro~~--~~---~T,326--I v 8 G.V. \ / 1.25' BEND TO p 8" PVC 13 .160, TOP GAS B"? ..-, -----· _ r · ' · 10+37 30 -o , .-C:..---10+38.40 .. ",.., 1 ......... - -· --·-WATER SERVICE 1n.i.1.a "" 134.133, TOP 2"8LK PiPE~ . 134.672 TOP 1' PIPE 134.41 EX. 12" AC WTR • ~ ~4---- 1 .:" •-·v 1 ri~ •-V 10+00.00 129.50 T.O.P. EX. 8" SWR I 9+89.67 1-132.604, PH 3.90--- T.O.P, 6" PVC \ WATER SERVICE J "l' MIN. n • r-128.45 / 130 74 ,----10+38.00 · . 10+36;94--·· ·. --134.125j TOP•• PIPE _ / 11.25' BEND 1 3.573, TOP CONC. 1.48T 1' MIN .•. i · ~ :~1.~:, our c ,,,C. 132 :::c....:::::. 10+40.50_/ 130.74 8"X6"X6" TEE SEE DETAIL SHEET 2 128 LA COSTA AVE. STA. 78+65.45 LOT 406 R/W -10+00.00 ~ 132.81 ~ ~ --43-4-· . --------10+32.00 :::! 131.94---............ 10+38.71 r10+00.02 I / ~ 129.410, TOP 1" PIP 10+38.61 128.37 6" G. V., 10+37.01 ~1m~~~-JMO ?" o,n 130 9+89.67 \ 6"X4" REDUCER,./ 11.25" BEND I T.O.P. 4" PVC 129.690, TOP GAS 8"? 0 T.B. PER W-1 • 129.208, TOP 1" PIP 128. 70 fl 10+14.57 -o HI,\ TJ:"i:;) · ,.,..,~ 10" 38.4] 10 "!1..6? EX. 12" AC WTR -• I / 125.47 12B B01, TOP 4" PIPE .. µ 128.306, TOP CONC. 11.25" BEND . . = 1• 1.m., ~ .. t'),.. 10+00.00 -~ , __ 124.10 ~ T.O.P. EX. 8" SWR 1' MIN. 10+40.50 /. 4"X2"~'Ye:E "-2 t') CC"E DEilllL Sl:IEEL2 .. ,... ,... I . L. ::i ~ Ill "' cl; ~ 9+89.33 124.488, PH-3.85 -- . LA COSTA AVE. STA. 79+73.20 LOT 407 10+00.00 {124.71 10+32.0~\ 123.74 ······-·-· \ .. , .. ~ ~ !l'l ! ~ 10+38.91 ~-24 '!'92:'33 ... ,. __ .... , ____ ,, ____ .,, ... , .... _______ ,,_,,,_ ·--· ~-~~?ll.~lOP'l T.O.P. 6" PVC -120 39 10+00.02 ~ • -; I ____ _IYATE!L.SEBYJC.E 1 · i .::::~".:x~·l,Y.REDUCER:-f ~ 1g-;.o BEITTl __ ,,, _____ ,.,_, ___ ,.._ 10+37.29 :~1!1?.~iOP 1 ~ 1:0:P-:-'l"Pvc . ·-,.._ ··-TOP GAS 121.759, a--?~Q • WATER SERVICE o -121.469, TOP ~-20 9+89.33 · · · . 11, T.B. PER W 1 10+14.34 10+37.55 f20.s4 · ·· -· ---~---L: . EX. 12" AC WTR ---·---·-""' ·-- 10+00.00 116--·--·-·-"·"· E~_5JP SWR T.O.P. ---t--.. _,_, __ ,,_,, ..... ,. __ .. , __ •-n•••••••• --4-l-2 - .. r') (\ ·~~ ~% 9+89.79 ~ ~ .. ,.. 116.001, PH 3.85---- I 1 V r9+92.79 -111 CQ 9+89.79 I 8" G.V. .... ,.., 112.15----I IL EX. 12 AC WTR { -of (\n 1' MIN.- ' --10+00.00 -- T.O.P. EX. 8" SWR ©2013 0'0:ay Consultants, Inc. .. - -, ... ,-1' cl" ·-i:-~::-:T-~~j~6~}!i2 rop"· J1•Vr f20.292," TOP CONC . = . • t::> -=-11.25' BEND . . · , .. ...j::: 10, 39.53 -1' MIN-"""t--.... . .. -. .,__ 29,~6 .. 3a_.TQe. •· = .. ,. -· --... .... -·--·-· .,_,,._,.., ___ MIN. .......... .... _, __ ,, 10±40.7.~/---·----·-"'" 117.45 , .. ______ 4"x2·x2· TEE ---------· S'EE7)ITAfl-S'HEET·;; -~---. n•••-•-••n••••--• _., _______ ,,_, _______ . LA COSTA AVE. STA. 80+69.45 LOT 408 -.. , -- 1 0+00.00 / 116.20 10+32.0~, 115.35 END CAP & ~ . -I \ I.,, •I ' .. PER W-19 ;!;~ I -' --10+39.01 ' 10+00.02 [ .• r;i. «i r111 ~0 ./ 11.25" BEND 10+37.45 ~ - 0 r T.O.P. 8" PVC 10+13.87 113.248, TOP GAS 8"? .. -. 1v+J;;;i.OJ WATER SERVICE/ 109.23 11.25' BEND 112.381, TOP 2" PIPE-I · · I 1-~~ -, --::-::.___.:::::.:.:::: LA COSTA AVE. STA. 81+66.70 LOT 409 •· • I-- , J;jii " , 10+40.7~.../ 109.23 B"l<.6"X6" TEE SEE DETAIL SHEET 2 L/ 112.811, TOP 2" 10+39.29 -I o".I ---T.-,.n 1" ~ 10+39.14 112.776, TOP 1' 10+39.43 111.740, TOP 10+39.51 110.395, BTM IPE hE PIPE ONC. :oNC. , __ l"IPt ·-·-·-12·4-···· -':!£'.!; ,. ___ ,. ___ " PIPE ·•-p1p('--120-·· ~ONC----· ;16----- ... ,,.., _____ , ...... ---4-1--2-- ~ "'r, ,~v . ~ ~ I I~ 1 .. ,... I IL 1nn · -- ----, . ------- CONTRACTOR TO VERIFY ELEVATION OF EXISTING UTILITI.ES PRIOR TO INSTALLATION OF WATER SERVICE LATERALS. NOTE: 1. DESIGN BASED ON POTHOLE INFORMATION DATED 3/14/2013 2. ALL JOINTS TO BE MECHANICALLY RESTRAINED JOINTS, TYPICAL. ~ ,, ijw '7,47£"V,,ft.~ Bx6 • OttaltE /RM-' lee W/8 ~ /l/f",rF,t&A'£JAP%°,e I,, /!)I' 3(,/' D. r. Sf'OOt, ------e'1 Ot><--t6S77C" ;Yfc?f SE,f)7<e A'fS,Y. -----Z"/?,,fE SM>7CE ASfY -c-t 118u);o rt7 C,;r e" SA.PI) t,C ( ff,.0. ~ €'A) • NOW! t," Bt/RY £/J.,/w r,f/. /l.5Sj t '',y-3~" O.f.Sf'OoC- J_o7S o/'Ot i ro? ?/?O/;/c ELECTRONIC DATA FILES ARE FOR REFERENCE ONl Y AND ARE NOT TO BE IJSED FOR HORIZONTAL OR VERllCAL SIJRVEY CONTROi.. ---- q~FESS/~ ',f;'<J,f:i-GE 0~ !;j DESIGNED BY: _,J,,...T.~-DATE: MARCH 2013 DRAWN BY:_,..JS,._, __ SCALE: 1' • 5' PROJECT MGR.· G.O. JOB NO.: 121031 "' NO. 32014 \l,t EXP. 12/31/14 * cIv11. OF CAL\~ 2710 Loker Avenue West Suite 100 Ca·lsbad, California 92010 760-931-7700 fox: 760-931-8680 Civil Engineering Planning Processfng . Surveying ENGINEER Of WORK: DATE: RCE: REVIEWED BY: , / / _,.A•-AL~ INSPECTOR/ -:;;, fSHFi7 CITY OF CARLSBAD I SH3EETS I 1------+--+------------------'!----+----+--+----I LU ENGINEERING DEPARTMENT 1-----+--+---------------+---+---t--+----I l-----+----+-------------+----+----+--1----1 MIPROVIJl[NT Pi.ANS /'OH: LA COSTA BLUFFS IIPNOVfll[NT Pl.ANS FON: . V lqlKI ..-4 ~¢.Ji:LiU~['il...:=i-litc;JA~D~D,;_Js~H~EfE~T~l3JW!']Ag1~E""R~/~F~1R~E;Js~v~c"-=.~P~R~oJfF_K1L~Esfj,]8j;ll[lj:?.,,~d~@[wSJJ:~ SENIOR CIVIL ENGINEER PE41204 EXP.o3 31 11 '/f)f- SHEET 2~ REVISE WATER IRE SVC. DWN BY: PROJECT NO. I DR.AWING NO. REVISION DESCRIPTION o~: AP::~::~ ~~~ APP 1 :~:~~ ~~g ~~: ¾'A:, PD 11-02 . 473-1 DA TE INITIAL ENGINEER OF WORK - .-'1"1r"'1\',,~,;:~~'J•·J ll · '"'l'l. "r\11 '"; .:1,·1t•