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HomeMy WebLinkAboutDWG 480-5; CT 13-02; COASTAL 10; 01-05GENERAL NOTES I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUS/ Y APPROVED BY THE CITY OF CARLSBAD REGARD/NC IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2. • APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIW ANY PORTION OF THE ,cARISBAO MUNICIPAL COO£, RESOLUTION OF CONDITIONAL APPROVAL, CITY I , STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY i PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL , REVISE THESE PLANS /'ti/EN NON-CONFORMANCE IS 0/SCOWREO. 3j CITY APPROVAL OF PLANS DOES NOT REUEW THE DEVELOPER OR ENG/NEER- OF-WORK FROM RESPONSIB!UTY FOR THE CORRECTION OF ERRORS ANO / OMISSIONS 0/SCOWREO OUR/NC CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPT/ Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENC/NEER 1'1/LL BE REOUIREO FOR ANY WORK IN THE PUBLIC RICH T OF WAY. PRIOR TO PERM/ T ISSUANCE. A CERT/FICA TE OF INSURANCE MUST BE FILED NAM/NC THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERM/TTEE's POLICY IN THE MINIMUM AMOUNT OF /1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRIT/NC THE POLICY MUST HAVE A RA 7/NC OF ".4-" OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RAT/NC CU/OE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REOU/REO IF THE PROPOSED /MPROWMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 1 NO REVISIONS 1'1/LL BE MADE TO THESE PLANS 1'1/THOUT'THE WRITTEN APPROVAL OF THE CITY ENC/NEER, NOTED 1'1/THIN THE REVIS/ON BLOCK, ON THE APPROPR!A TE SHEC:T OF THE PLANS ANO Till[ SHEET. 8. ORIGINAL ORAl'I/NGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENC/NEER. 9. THE ORIGINAL ORA fl/NG SHALL BE REV/SEO TO REFLECT AS-BUILT CONOl7/0NS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES OUR/NC CONSTRUCT/ON. 11. ,/'ti/ERE TRENCHES ARE fl/THIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION :CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENC/NEER OF THE STATE OF CALIFORNIA, PR/NC/PALL Y 00/NC BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT fl/LL BE SUBMITTED TO THE CITY ENC/NEER/NC INSPECTOR 1'1/TH/N TWO WORK/NC DAYS OF COMPLETION OF FIELD TESTS. THE ;WR/TTEN FIELD COMPACTION R[PORT(S) SHALL BE IMMEDIATELY SUBMITTED TO THE CITY ENGINEER/NC INSPECTOR UPON COMPLETION OF THE FIELD TESTS. 12. ,A PRECONSTRUCTION MEETING SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING ,OF WORK ANO SHALL BE ATTENDED BY ALL REPRESENTATIWS RESPONSIBLE FOR CONSTRUCT/ON. INSPECTION SUPERVISION TEST/NC ANO ALL OTHER ASPECTS OF THE WORK THE CONTRACTOR SHALL SCHEDULE THE MEET/NC BY CAIL/NC THE INSPECTION LINE AT (160} 438-389/ AT LEAST FIW(5) WORK/NC OAY.S PRIOR TO STARTING CONSTRUCT/ON. APPROWO DRAfl/NCS MUST BE AVAILABLE PRIOR TO SCHEDULING. IJ. ALL INSPECTION REQUESTS OTHER THAN FOR THE PRECONSTRUCTION MEETING 1'1/LL BE MADE BY CAIL/NC THE ENGINEERING 24 HOUR INSPECTION REQUEST LINE AT {760) 438 389/. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2.·00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS fl/LL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERfl/SE REQUESTS MADE AFTER 2: 00 P.M. fl/LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL OES!CN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SHOR/NC, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORM/NC TO ALL LOCAL, SiA TE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAW5 ANO REGULATIONS. /5. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENC/NEER ANO/OR CONCERNED AGENCY SHOfl/NG THE DESIGN OF SHOR/NC, BRACING SLOPE OR OTHER PROVISIONS TO BE MAO[ OF WORKER PROTECTION FROM THE HAZARD OF CA VINO GROUND OUR/NC THE EXCA VA 7/0N OF SUCH TRENCH OR TRENCHES OR OUR/NG THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES fl![" FEET (5; OR MORE IN DEPTH ANO APPROVED BY THE CITY ENC/NEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS. Till£ 8 CALIFORNIA AOM/NISTRATIW CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENC/NEER AT THE CONTRACTOR's EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA T!ON. /6: IF ANY ARCHAEOLOGICAL RESOURCES AR[ 0/SCOWREO fl/THIN ANY WORK ZONE DUR/NC CONSTRUCT/ON, OPERATIONS 1'1/ll CFASE IMMEDIATELY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS fl/LL NOT RESTART UNTIL THE PERMITTEE HAS RECEIWO WRITTEN AUTHORITY FROM THE CITY ENC/NEER TO DO SO. 11 ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETD, INCLI/OINC WARM/NC UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T!ON OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOCIATED GRAD/NC EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. ANO 6:00 PM EACH DAY, MONDAY THROUGH FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOUDA YS IS A VAi/ABLE AT THE ENGINEER/NC DEPARTMENT COUNTER.) 18. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORK/NC DA Y.S PRIOR TO BEC!NNINC 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. Ii, NO BLASTING SHALL BE COMMENCED 1'1/THOUT A CITY ENC/NEER APPROVED BLASTING PROGRAM ANO BLAST/NC PERMIT. 20. THE EXISTENCE ANO LOCA 7/0N OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCT/ON PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE [)((STENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REOUIR[O TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANO ANY OTHER [)((ST/NC FACILITIES OR STRUCTURES NOT SHOWN. 2/. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL [)((STING FACILITIES (ABOVEGROUND ANO UNOERCROUNO) WITHIN THE PROJECT SITE SUFflC!ENTIY AHEAD OF THE CONSTRUCT/ON TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT fl/TH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPAN/f;S (SEE BELOW) AT LEAST TWO FULL WORKING DA Y.S PRIOR TO START/NC CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK 1'1/TH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SOC&[ PACIFIC BELL TIME WARNER CABLE COMMUN/CA 7/0NS COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS ANO STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER & RECYCLED WATER) LEUCADIA WASTEWATER DISTRICT NOW! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL /-800-422-4/33 J-800-660-7343 l-800-892-0/23 (160) 438-7741 (160) 806-9809 (160) 434-2980 (160) 438-2 722 (160} 753-0/55 IMPROVEMENT PLANS FOR WORK TO 8£ DON£ THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE fl/TH TH[ FOLLOfl/NC DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. STREET NOTES I. ACTUAL STRUCTURAL SECTIONS fl/LL BE DETERMINED AFTER "R" VALUE TESTS HAW BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY 00/NC BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "!/'' VALUE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO Tl-IE ENC/NEER/NC INSPECTOR FOR REVIEW ANO APPROVAL A MINIMUM OF TWO (2) CITY WORK/NC DA Y.S BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS ANO HANO-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL STREET LICHT FOUNDATIONS fl/LL BE ALLOWED. ALL LUMINARIES SHALL BE "CUT OFF" TYPE. 3. ALL UNDERGROUND UTILITIES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT/ON OF CURBS, CROSS GUTTERS OR SURFAlYNC OF STREETS 4. STORM DRAIN PIP[ SHALL BE REINFORCED CONCRETE PIPE WI TH A MINIMUM 0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO /5" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED fl/TH 3/4" ROCK PER SORSO S-4 TYPE "C" ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE 5. WI/ERE AN EXIST/NC PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOWO fl/THIN TWENTY FEET OF BUILD/NC OR STREET AREAS ANO REPLACED WITH PROPER/ Y COMPACTED SOILS. IN OTHER AREAS THE PIPE fl/LL BE PLUGGED fl/Tf! CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REOU!REMENTS OF Till£ 24, CALIFORNIA AOM!NISTRA TIVE CODE. 1 STREET TREES SHALL BE INSTALLED PER SECTION IV O.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIR£ HYDRANT MARKERS SHALL BE PLACED IN THE STREET fl/THIN THE LIMITS OF WORK OF THIS PLAN PER SORSO OWG M/9. 9. ALL SURWY MONUMENTS ANO POINTS //-!AT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPUVA TEO, ANO DOCUMENTED PER THE PROFESSIONAL LANO SURWYORS ACT. m TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENC/NEERING' INSPECTOR. L WO SEWER NOTES -SEE SHEET 2 WATER NOTES /. WATER ANO RECYCLED WATER MAIN ANO APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE fl/TH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" {LA TEST EDITION) VOLUMES 2 & .J 2. THE CONTRACTOR SHALL OBTAIN AN [)(CAVA T/ON PERMIT FROM THE DIVISION OF INDUSTRIAL SAFETY ANO PROVIDE PROOF OF OSHA NOT/FICA 7/0N BEFORE ANY EXCAVATION ANO SHALL ADHERE TO ALL PROVISIONS OF THE STATE CONSTRUCT/ON SAFE TY ORDERS. .J BEFORE ANY CONNECTION OR SHUT DOWN OF VAL WS ON EXIST/NC C.M. WO. LINES, A PERMIT SHALL BE OBTAINED FROM Tf/E C.M. WO. OFFICE ANO MUST BE SIGNED ANO APPROVED BY THE lYTY OF CARLSBAO's DEPUTY CITY ENC/NEER ANO THE U TILi TY OPERATIONS PUBLIC WORKS MANA GER. 4. A PRECONSTRUCT!ON CONFERENCE MEET/NC SHALL BE HELO A MINIMUM OF SEVEN DAYS BEFORE CONSTRUCTION B[C/NS. CONTACT CITY OF CARLSBAD ENGINEER/NG INSPECTION OEPARTMENT-(TEIEPHONE NO. [160} 438-3891) FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENC/NEERING INSPECT/ON DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PROVIOEO. TELEPHONE NO. (160) 438-3891. 6. NO TREES OR STRUCTIJRES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. ALL [)(/ST/NC TREES ANO STRUCTURES SHALL BE REMOVED PRIOR TO COMM[NCEMEN T OF WORK -ANY EXCEPTIONS SHALL REQUIRE WR! TTEN PERMISSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER. 7. ALL BURIED COPPER PIP/NC AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOOIC PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT ANO DEMONSTRATES TlfAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, Tl-IE DEPUTY ENGINEER fl/LL CONSIDER AN AITERNATIW FORM OF PROTECTION. 8. THE EXACT HORIZONTAL ANO VERTICAL ALIGNMENT ANO TYPE OF MATERIALS OF THE FIRE LINE IOCA TEO BETWEEN Tf/E DETECTOR CHECK VAL I[" ANO BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD ARE MARSHAL. 9. ALL POTABLE WATER ANO RECYCLED WATER SERVICES SHALL BE!" ANO ALL METERS SHALL BE 5/8" (UNLESS OTHERfl/SE NOTED ON PLANS). 10. ALL WATER METER BOXES SHALL BE 17" x JO" x /2" POLYMER CONCRETE AS MANUFACTURED BY ARMOR.CAST OR EQUAL II. MINIMUM SPACING BETWEEN POTABLE WATER LA f[RALS ANO SEWER SERVICES SHALL BE ID FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH fl/TH THE f/N/SHEO SURFACE GRADE JJ. CONSTRUCT/ON OF WATER MAINS ANO RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARA 7/0N OF WATER MAINS ANO SANITARY SEWERS" PUBLISHED BY THE STATE OF CAL/TORN/A's OEPARIMENT OF HEALTH SERVICES. 14. A)((AL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWED. THE USE OF A HICH-DEFLECTION COUPLING' AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 OE&'REES TOTAL DEFLECTION PER COUPLING (2 DECREES/EACH GASKET). USE CERTAINTEED "VINYi-iRON" H.O. FOR C900. DESIGNED BY: ~M~.C~. __ DRAWN BY: S.B. PROJECT MGR.: K.H. ENGINEER OF WORK: DATE: JAN. 2014 SCALE: AS SHOWN JOB NO,: 131003 COASTAL 10 PROJECT LOCATION Tf/E PROJECT IS LOCATED fl/THIN ASSESSOR's PARCEL NO. 216-170-/9 THE CALIFORNIA COORO/NA TE INDEX OF THIS PROJECT IS.· N /917 E 6254 (CCS8J) LEGAL DESCRIPTION LOT 40 OF LA COSTA SOUTH UNIT/, ACCORDING TO MAP THEREOF NO. 8'/ 17, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUN[ J, 1968. BASIS Of BEARINGS THE BASIS OF BEARINGS FOR THIS SURWY IS THE NA08J, ZONE 6, 199/.35 EPOCH GRID BEARING BETWEEN FIRST ORDER POINTS CLSB-020 & ClSB-024 PER RECORD OF SURVEY NO. 11271, I.E. N6J~7'49"E. SOURCE Of TOPOGRAPHY TOPOGRAPHY SHOWN ON //-/ESE PLANS WAS GENERATED BY AERIAL SURWY METHODS FROM INFORMATION GATHERED ON JANUARY /4, 20/J BY SAN-LO AERIAL SURWYS. TOPOGRAPHY & [)(/STING UTILITIES ON NAVARRA OR/VE AND AT THE SITE SHOWN ON THESE PLANS ANO VERIFIED BY FIELD SURWY.S METHODS GATHERED ON DECEMBER TO JANUARY, 20/J ANO OCTOBER, 20/J BY ODAY CONSULTANTS. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS OWG. /68-IOA, L-5168, GRAD/NC PLANS FOR IA COSTA SOUTH UNIT NO. I owe. /68-10, IMPROWM[NT PLANS FOR LA COSTA SOUTH UNIT NO. I OWG. /69-IA, L-5438, GRAD/NC PLANS FOR IA COS/A SOUTH UNIT NO. 2 owe. 174-8, SITE PLAN FOR CT 73-6 owe. 4Jl-2A, GRADING PLAN FOR CT 04-20, MATCH PLAY AT LA COSTA SHEET INDEX SHEET NO. I 2 J 4 5 6 O[SCRIP TION TITLE SHEET NOTES KEY MAP, STREET SECTIONS & DETAILS STREET IMPROWMENT PLANS WATER PLANS LEUCADIA WASTEWATER DISTRICT SEWER PLANS CITY OF OCEANSIDE HIGHWAY 18 ' DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE EN!j!NEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE Cf/ARCE OWR THE DESIGN OF THE PROJECT AS OEf/NEO IN SECTION 6703 OF THE BUS/NESS ANO PROFESSIONS CODE. ANO THAT THE DESIGN IS CONSISTENT fl/TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF P/?OJECT ORAfl/NCS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEW ME, AS ENC/NEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT iJES!CN. OVA Y CONoVI TAN TS, INC 2710 LOKER A VENUE WEST, STE 100 CARLSBAD, CALIFORNIA 920/0-6609 (160) 931-7700 ---.L~~~~~":""":=--DA TE, 5,/41/!,J KDTHWHANSEN R.C.E NO. 60223 EXP 6/.J.0/I4 CIVIL ENGINEER OVA Y CONSULTANTS; INC. 2710 LOKER AVENUE WEST, SUITE 100 CARLSBAD, CA. 92010 (160) 9Jl-7100 OWNER/DEVELOPER: • COASTAL LIVING /0, LLC A CALIFORNIA LIMITED LIABILITY COMPANY 7688 EL CAMINO REAL, SUITE 104-108 CARLSBAD, C~. 92009 u.__ CITY OF ENCINITAS ',~.,___, VICINITY MAP NO SCALE /. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD ENC/NEER/NC STANDARDS. J. THIS SET OF PLANS. 4. PLANNING COMMISSIONS RESOLUTION NO. 7012 DATED OCTOBER 2, 20/J. 5. THE CARLSBAD MUNICIPAL WATER 0/STRICT's STANDARDS ANO SPECIF/CATIONS FOR WATER ANO RECLA/MEO WATER. 6: THE LEUCADIA WASTEWATER DISTRICT STANDARD SPECIF/CA TIO'IS ANO PROCEDURES FOR PR/VA TEL Y CONSTRUCTED WASTEWATER FACILITIES 7. THE STANDARD SPEC/f/CATIONS FOR PUBLIC WORK CONSTRUCT/ON (GREEN BOOK) 8. LIMITED GEOTECHNICAL INVESTIGATION FOR COASTAL LIV/NC 10, DATED JANUARY JO, 201.J BY EAST COUNTY SOIL CONSULTATION ANO ENGINEER/NC, INC 9. THE SAN DIEGO AREA REGIONAL STANDARD ORAl'I/NGS ANO AS MAY BE MOO/FIEO BY THE CITY OF CARLSBAD STANDARDS. ID. ENVIRONMENTAL APPROVAL DOCUMENTED AS CATECORICALL Y EXEMPT PER PLANNING COMMISSION RESOLUTION 7012. II. STORM WATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED BY OVAY CONSULTANTS, INC. DATED NOVEMBER /9, 20/J, W0/0 NO. N/A, SW IJ-379 /2. STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY OVAY CONSULTANTS DATED NOWMBER 21, 20/J, SIWP NO. /J-20. /J. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO CALTRANS CONSTRUCTION SITE BMP MANUAL. NOTE: QUANTITIES SHOWN HEREON ARE FOR BONO/NC PURPOSES ONLY. ACTUAL QUANTITIES U4Y 1!4RY. LEGEND DESCRIPTION SUBDIVISION BOUNDARY LINE. R.O.W. LINE. 8" PVC SEWER MAIN SOR-35. SEWER MANHOLE. 4" PVC SEWER IA TERA/ SEWER CIEANOUT (PRIVATE) . EX/Sf/NC SEWER LATERAL . EXIST. SEWER MAIN. . . /" WATER SERVICE W/ 5/8" METER .. .. /" METER FOR !RR/CATION W/ BACKFLOW. PREVENTION DEVICE 8" FIRE SERVICE fl/TH 8" CATE VALVE & DOUBLE. CHECK VAL VE DETECTOR ASSEMBLY Tf!Rl'ST BLOCK. . . . . . . . . . [)(/ST. WATER MAIN. . . CURB OUTLET TYPE ~ '. J" SIDEWALK UNOERORAIN. P.IP.E. DRIVEWAY. 4" AC PAVEMENT/ 1" BASE (MIN.). 4" PCC SIDEWALK . . . . SAWCUT ...... . TRENCH RESVRFAC/N&'. GR/NO & OVER/A I:' EXISTING CURB & GUTTER REMO VAL. EXISTING SIDEWALK REMOVAL. . . . EXIST. GAS LINE. . . . EXIS! ELECTRIC LINE. [)(/S7: TELEPHONE LINE. EXIST. JOINT TRENCH . ' .. . . (SDRSD UNLESS DWG. NO. NOTED OTHERWISE) ,L. w.o. S-II, S-I2. ,L.W.D. S-J. .. .I.WO. 5-17, S-16, S-25 .I.WO. S-8 . .. . . .. .C'.M.WD. W-3. . . ,C.M.WO. W-J & W-20 .. .C.M.WO. W-I6 & W-22 . .. C.M.WO. W-I5 & W-19 .. . 0~25, . . 0~21 .. G-!4A' ... GS-25, 26, 27. ' AS MODIFIED BY CITY OF CARLSBAD [NC/NEER/NC STANDARDS " QUANTITIES SHOWN SHALL BE VERIFIED BY CONTRACTOR TO HIS SATISFACTION SYMBOL ------ - ------IS ----0 ------IS -s---- ----a--@ ------j□--CD ~@ j al (1 , D I . r I . , --- V///J rxA7/x'I --1-.-1 . G [ T JT QUANTITY 176 IF J £4 /0 EA /2 £4 ID EA I EA I DI I £4 I EA 3 EA 390 SF 47 SF 295 SF 52 LF 103 IF 91 SF 47 LF 490 SF " CITY OF CARLSBAD FIRE DEPARTMENT "AS-BUILT £41,t BENCHMARK: DESCRIPTION: LOCATION: CLSB-020 ROD DRIVEN TO REFUSAL W/ CAP MK'D L.S. ~5FOOT BACK OF CURB ON THE SOUTH SIDE OF LA COSTA AVENUE, 220 FEET WEST OF ROMERIA LEUCADIA WASTEWATER DISTRICT PUBLIC SE\11/ER SYS1Efvl A5-BUJLf APPROVAL APPROVED BY: LWD DISTRICT ENGINEER 2hSl 'f RCE DAT£ 1-1,1 /8 FIRM DATE EXP LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVED ;J, APPROVED BY: LWD DISTRICT ENGINEER ,, , I '-= 2tbS!t/ ,/~7/,t/ I REQUIREMENT§ NO. OF F.H.(S).,12..J,FLOW \?<IC G,P.M. OUT OF _,i_F.H,(S). BLDG. SPRINKLED(©) .. F.FLOW \:-5?0.P.M. Fk-41fufr.-(..('f,~14 DAT£ PE. (,,0223 EXP. r,,/1,0/18 DATE ' RE' !;t.W~D, BY: \ < 0.orr / 1 IC/I '" • _____) 3 /--, / 1:, ~~,,-.,...,_,_~_ INSPECTOR DATE J---1---+-----------+--+--l------l-----i I SH1EET I CITY OF CARLSBAD I SHE5ETS I ~:::::::::=..':::::=::::EN:::G::::IN:::E:::E:::Rl:::N:::G:::D:=E::P:::AR::T::::M::E:::NT=:=:::'...'=:=:= IMPROVE/JENT P/ANS FOR: COASTAL 10 C.T. !J-02 PUO !J-04 2710 Loker Avenue West Suite 1 00 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying KtlTH W. HANSEN DATE: s-µ-1/;I RCE: 60223 RECORD FROM: ELEVATION: k1lJI-~Y211 /04.25 DA 1/JM: N. C. V.O. OF 1929 , NA.JilE <...) RCE DATE . /,_ pe,, !2£--1::. '::-/1-:1 ~ FIRM EXP. DATE DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL ' REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: " 0 'c-c I CHKD BY: ,,,,,,~ RVWD BY: PROJECT NO. CT 13-02 I DRAWING NO. . 480-5 G;\131003\l.l03AIQLd~g May 01, 2014 l0:J8~rn Xrefs: 13031\I I LWD SEWER GENERAL NOTES !. LWD APPROVAL OF !HESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENC/NEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRE:CTION OF ERRORS AND OMISSIONS DISCOVERED DUR/NC OR AFTFR CONSTRUCTION. 2. ALL DESICN, AIATFR!ALS, AND CONSTRUCT/ON 1/VRK SHALL CONFORM TO THE LEUCADIA COUNTY WA/tR DISTRICT LIIV SEWER STANDARDS ANO TO THE R[OU/REMENTS OF THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (CREENBOOK} ANO THE REGIONAL STANDARD DRAWINGS MOST CURRENT EDITIONS IN THE EVENT Of CONFLICT THE UIV SEWER STANDARDS GOVERN. J. OSHA SAFETY ORDERS ANO OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT All TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF !HE SEWER NOTES 2. & J. DOCUMENTS ON !HE JOBS/ TE AT All TIMES 5. THE CONTRACTOR SHALL GUARANTEE All WORK FOR A PERIOD OF ONE IEAR AFTER THE DATE OF FINAL ACCEPTANCE BY LIIV ANO SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROVE DEFECTIVE IN WORKMANSHIP ANO/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WI/A TSOEVER TO l WO. 6. QUANTITIES SHOWN HEREON ARE FOR BONO ESTIMATE PURPOSES ONLY. NEITHER THE PR/VA TE ENGINEER NOR l /IV CU ARAN TEE THE ACCURACY OR COMPLETENESS Of THE SEWER QUANTITIES. 7. PRIOR TO CONSTRUCTION. !HE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENT/NC All MATERIALS ANO SUPPLIES SATISFACTORY TO LIIV. WORK SHALL NOT COMMENCE UNTIL SUCH MATFRIALS ARE APPROVED BY lWO. 8. PRIOR TO BEGINNING SEWER WORK, !HE l WO INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS ANO SHALL COMP/ Y WITH lWO STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO BEGINNING SEWER WORK, THE CONTRACTOR SHALL SECURE A lWO PERMIT FOR CONSTRUCTION ANO SHALL PROI//OE A MINIMUM or 72 HOURS NOTICE TO l /IV PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE JUR/SO/GT!ONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES. II. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENGINEER SHOWING THE DESIGN Of SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CA 1//1/G GROUND DURING TRENCH EXCA VA TIO/I AND PIPE INSTALLA TIO/I THEREIN. !HIS PLAN MUST BE PREPARED FOR All TRENCHES FIVE FEET OR MORE IN DEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS, !!TIE 8, CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REC/STEREO ENGINEER. A COPY OF THE OSHA EXCAVA T!ON PERMIT MUST BE SUBMITTED TO THE LIIV INSPECTOR PRIOR TO EXCAVA 11011. 12. All SEWER FACILITIES SHALL BE INSTALLED IN ORY EXCAVAl/0115 ANO TRENCHES. CONTRACTOR SHALL DEWATER ANO MAINTAIN DEWATER/NG CONTINUOUS/ Y Ullfll THE WORK IS COMPLETED INCLUDING PLACEMENT ANO COMPACf/01/ Of BACKFILL MATERIALS IN A ORY STATE. ALL PIPE ZONE MATER/Al LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FUTURE SHALL BE ENCASED IN CEOTEXT!lE MATERIAL. SUITABLE CEOTEXT!LE MATER/Al SHALL BE SUBMITTED TO THE DISTRICT ENGINEER FOR REVIEW ANO APPROVAL. CONTRACTOR SHALL OBTAIN DEWATER/NG PERMITS AS NECESSARY ANO RETURN OF G'ROUNOWA TER TO THE SEWER SHALL NOT BE ALL OWED. IJ. THE EXISTENCE ANO lOCA T!ON OF UNDERGROUND UTILITIES SHOWN ON !HESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF !HE PRIVATE ENGINEER's KNOWI.EOG[, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR ST/IUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON !HE PLANS AND OTHER EXIST/NC FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LIIV DOES NOT CONSTITUTE A REPRESENTA T/ON OF THE ACCURACY OF THE LOCA T/ON OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4133, AS REQUIRED BY STATE LAW ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCH/NC. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING Wl!H ALL LOCAL, STAT[, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBM!TTFO TO LIIV BY A QUALIFIED SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKF!ll WAS COMPACTED AS DIRECTED BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIF/CA 1101/S ANO THE UfV STANDARD SPEC. 18. SEWER ELEVATIONS SHOWN ARE INVERT ELEVATION (IE.), INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE. /9. ALL REVISIONS TO DRAWINGS SHALL BE APPROVED BY THE lWO DISTIi/CT ENC/NEER AS CONSTRUCT/ON CHANGES TO THE ORIGINAL MYLAR owes. Wl!H INITIALED APPROVAL ON !HE MYLARS. 20. CONTRACTOR IS RESPONSIBLE FOR KEEP/NC COMPLETE RECORD OF CHANGES AND SHALL MAKE SUCH RECORD A VAi/ABLE TO THE PR/VA 1F ENGINEER. THE PR/VA TE ENGINEER SHALL PROI//OE AS-BUil TORA WINGS TO L /IV FOR REVIEW ANO APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENG!H OF OPEN TRENCH SHALL BE LIMITED TO J50 FEET, INCLUDING COLLECTORS ANO LATERALS, UNLESS OTHERWISE APPROVED IN WRIT/NC BY THE DISTRICT. TRENCH SHALL BE BACKf/LLED OR PLA TFO AT THE CONCLUSION OF EACH DAY OF WORK, 22. !HE CONTRACTOR SHALL PROTECT All SURVEY MONUMENTAT!ON. IF ANY SURVEY MONUMENTS ARE DISTURBED OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND RECORD THE MONUMENT CHANGE PER STATE LAW 2J. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE SHALL BE PROVIDED BETWEEN THE SEWER PIPE ANO ANY OTHER UTILITIES. 24. SEPARATION OF SEWER/ WATER AND SEWER/ RECLAIMED WA TFR SHALL COMP/ Y WITH LWO STD owe S-2 ANO WITH All COUNTY ANO STATE HEALTH DEPT REGULATIONS. ·25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONl Y BE DONE IN THE DIRECT PRESENCE OF THE LIIV INSPECTOR. NEW SEWER SHALL NOT BE CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTFR FINAL ACCEPTANCE OF All UPSTREAM WORK BY THE LIIV INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. •26. ALL SERVICE LATERALS SHALL BE LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWO ON !HE PLANS. 21 A 2-!NCH HIGH ''s" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. LWD SEWER NOTES (CONT.) 2B A 10 CACE SHIELDED COPPER WIRE SHALL OE BURIED OVER EACH LATERAL. THE WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED AND SOWERED TO THE WIRE. THE TAC OVER THE SEWER MAIN SHALL TERMINATE 6" ABOVE PA I/INC SUBGRAOE WITH FINAL LOCATION JUST BELOW PAVING. THE TAC OVER THE CUSTOMER ENO Of THE LATERAL SHALL EXTFND ABOVE GRADE UNTIL CONNECTED AND SHALL THEREAFTFR BE BURIED AT THE POINT OF CONNECTION. 29. All PIPE SHALL BE HANDLED ANO INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, ANO COATING. THE PIPE SHALL BE CAREFULLY BEDDED TO PROI//OE CONTINUOUS BEARING ANO PREVENT UNEVEN SETTLEMENT. PIPE SHALL BE PROTECTED AGAINST FLOTATION AT All TIMES. OPEN ENOS OF PIPE SHALL BE SEALED AT All TIMES WHEN CONSTRUCT/ON IS NOT IN PROGRESS. JO. PIPE JOINTS SHALL NOT BE DEFLECTED UNLESS SO DESIGNED ANO SHALL THEN BE LIMITED TO LESS !HAN ONE-HALF OF !HE ANGLE RECOMMENDED BY THE PIPE MANUFACTURER. JI. SEWER PIPE ZONE ANO TRENCH BACKFILL SHALL BE PER THE LWO SEWER STANDARDS: WATER JETTING SHALL NOT BE ALLOWED. J2. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVEWAYS. JJ. JOB MIXING OF CONCRETF IS NOT ALLOWED WITHOUT EXCEPTION. CONCRETE TESTING BY l /IV WILL BE A T CONTRACTOR EXPENSE. J4. MANHOLE BASES SHALL BE MONOLITH/CALLY PLACED, FINISHED, AND COMPLETED AT TIME OF PLACEMENT GPK PRODUCTS, INC, OR APPROVED EOUAl, MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECT/ON. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTFR CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE WITH 8" SEWERS WITH 0/SIRICT ENG1/NEER APPROVAL. J5. JOINTS BETWEEN MH BAS[, SHAFT/NC, CONE SECTIONS, AND RING SHALL HA VE A 2" BY 2" BUTYL RUBBER GASKET PLACED WITHIN THE FULL CIRCUMFERENCE. CASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED EOUAL. J6. All MANHOLES SHALL BE VACUUM TESTED I) BEFORE BACKFILL, 2) AFTER BACKFILL, AND J) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. 37. All SEWERS ANO LATERALS Sf/All BE WAYNE BALLED, LOW PRESSURE AIR TESTED, ANO TELEVISED AT THE APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LIIV. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES AND UTILITY LATERALS. JB All SEWERS ANO lATFRALS SHALL BE IN PLACE ANO SI/All HAVE FINAL APPROVAL BY THE LIIV INSPECTOR PRIOR TO PAIi/NC. J!J MANHOLES SHALL BE 4-FEEf DIAMETER FOR PIPE UP TO 15-/NCH DIAMETER PER LIIV STD. owe S-J MANHOLES SHALL BE 5-FEET DIAMETER FOR PIPE /8-INCH ANO LARGER PER L WO STD. owe 5-4. 4C! ALL NEW MH's SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T-lOCK) PROTFCTIVE LINING SYSTEM. ALL EXISTING MH'S WITH MODIFICATIONS SHALL BE PROI//OEO WITH URETHANE OR EPOXY UN/NC SYS/tM. LINING SYSTFMS TO MATCH EXISTING LIN/NC, If ANY. T-lOCK, URETHANE, AND EPOXY LINING SYSTFMS SHALL BE PER SECT 500-2 OF THE CREEi/BOOK 41. MAXIMUM DEPTH OF SEWER FOR SOR J5 PVC PIPE IS 15'. C900 PIPE IS REOUIREO FOR DEPTH OF COVER OVER 15'. 42. FINAL APPROVAL Of PLANS BY 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 IEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION THE DEVELOPER Sf/ALL RESUBMIT THE PLAN CHECK TO THE DISTIi/CT ENGINEER FOR AN UPOA TED REVIEW ANO APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MADE AT THE DEVELOPERS EXPENSE ANO APPROVED BY THE LWO DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCT/ON. 43. WHEN CONNECTION TO EXISTING MANHOLES IS NECESSARY ANO Sf/OWN ON THE DRAWINGS, THE CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTURES AND CONSTRUCT THE NEW FLOW-THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCOMMODATE THE Nt·w SEWER LINES AS REQUIRED. SMOOTH TRANSITIONS SHALL BE INSTALLED FROM TIIE INVERTS OF THE NEW/. Y INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED ANO MANHOLE CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE DRILLED HOLE BY LINK-SEAL, OR APPROVED EOUAL. THE f/RST FLEXIBLE JOINT SHALL BE lOl'ATED WITHIN ONE-FOOT Of THE MANHOLE BASE. JACK HAMMERING SHALL NOT BE ALLOWED. 44. ALL NEW CONNECTIONS TO EXIST/NC SEWER SHALL BE MADE TO EXIST/NC WIES, MADE WITH GASKE/tD PVC SADDLE WYE; OR SHALL BE MADE BY INSTALLING NEW MANUFACTURED WYES. FOR INSTALL/NC NEW MANUFACTURED WIES, STANDARD BELL ANO SPIGOT OR PLAIN ENO WYES AND PLAIN ENO PIPE SPOOLS MATCH/NC THE ADJACENT EXIST/NC PIPE MAY BE USED FOR INSERTING WIES INTO AN EX/Sf/NC SEWER. All CONNECTIONS NOT MADE TO EXISTING WIES MUST BE IN ACCORDANCE WITH LWO STANDARD DRAWING S-J2. 45. IF NECESSARY DURING THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN !HE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED ANO BY-PASSED BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOWNSTREAM LWO SEWER. IN LOCA T/ONS WITH S!GN/f!CANT UPST/IEAM FLOW, LIIV MAY REQUIRE TEMPORARY PROVISION OF DUTY ANO BYPASS EQUIPMENT WITH FULL-TIME MANNED MONITORING. NO UNMANNED BYPASS SHALL BE ALLOWED. 46. FOR CONNECTION OF PLAIN END TO PLAIN ENO PVC SEWER, REPAIR COUPLINGS SHALL BE MADE OF PVC MA TFR/Al MEETING THE SAME MATERIAL REQUIREMENTS AS THE PIPE BEING' REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER 6'ASKETED WITH NO CENTER STOP. PIPE ENOS SHALL BE THOROUGH/ Y CLEANED PRIOR TO INSTALLATION OF THE REPAIR COUPLINC(S) THE REPAIR COUPLING SHALL BE SLIPPED All //-IE WA y ON ro ON[ PLAIN ENO PIPE, THEN THE PIPE ANO ADJOINING PIPES SHALL BE ALIGNED TOGETHER ANO THE REPAIR COUPLING SUPPED BACK INTO A POSITION EQUALLY SPACED BETWEEN THE TWO PLAIN ENO PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTURED BY PW PIPE OR EQUAL APPROVED BY THE LWO DISTRICT ENGINEER. 41 PVC OR VITRIFIED CLAY PIPE (VCP) SEWER PIPE ANO WYES MAY BE USED TO TIE-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN ENO VCP TO VCP A ROMAC INDUSTRIES; INC STYLE 501 COUPLING OR EQUAL SHALL BE USED. FOR CONNECTIONS OF VCP TO PVC, A ROMAC INDUSTRIES; INC. STYLE RC 501 REDUCING COUPLING WITH MATCH/NC INVERTS, OR APPROVED EQUAL, SHALL BE USED WITH A CASKET RANGE TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIDE OF !HE COUPLING BE/NC JOINED. !HE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A5J6; GRADE 65-45-12 ANO SHALL BE PROI//OEO WITH 16 MILS FUSION BONDED EPOXY COLOR COOED TO !HE TYPE OF CONNEC!ING PIPE. GASKETS SHALL BE SBR PER ASTM 02000 MBAl/0, COMPOUNDED FOR WATFR AND SEWER SERVICE. All NUTS AND BOLTS Sf/All BE TYPE J/6 STAINLESS STEEL. c~~' s 2710 Loker Avenue West Civil Engineering Suite 1 00 Planning Carlsbad, California 92010 Processing 760-931-7700 Sur.teying Fax: 760-931-8680 DESIGNED BY: M.C. DRAWN BY: S.B. PROJECT MGR.: K.H. ENGINEER OF WORK: ~£ KEITH W. HANSEN Manhole ID Number UPS OWN -10-1745 TO 10-'/6670 -10--16670 TO -JO-·/ 740 10-16672 I TO I -J0-·1667-J 10-1667"1 I TO I J0-·16670 DATE: JAN. 2014 SCALE: AS SHOWN JOB NO.: 131003 DATE 5°/&1/;f RCE: 60223 UPS MH Pipe Plpe Pipe Coordinates length dia. material _ _,,_. X y /feet) (IN/ 6254388.32 ·[977431.26 7"1.46 8 VCP 6254463.78 J97743'!.36 g·f.48 8 VCP 6254452.34 I ·{977248.47 I 126.07 a I PVC 6254456.94 I 1977378.4-f I 49.39 8 PVC BENCHMARK: DESCRIPTION: CLSB-020 ROD DR/'IEN TO REFUSAL W/ GAP MK'o LS. 6215 LOCATION: 5.0 FOOT BACK OF CURB ON !HE SOUTH SIDE OF LA COSTA A 'IENUE, 220 FEET ~ST OF ROMER/A STREET RECORD FROM: R. O.S. 17271 ELEVATION: /04.25 DATUM.· N.C. V.O. OF 1929 SEWER l,IANHOL£ a4T,4 TABLE Slope Location or Manhole (Address) MH Rim El. MH Invert El. MH Depth (ft) Manhole Type No. of Lines Comments Upstream Downstream (feet) (feet) (ANG, STO,DE,ORP ,SMT) through MH (o/J Address Description Address Description UPS OWN UPS OWN UPS OWN UPS OWN UPS OWN 0.99% . stteet . street 65.61 63.87 53,05 52.30 -J2.56 J-1.57 STD STD 1 1 0.99% . stteet . st~t 63.87 62.46 52,30 51.40 -J1. 51 "U.06 STD STD 1 1 ' 3.65% . street . street I l"l.97 I 67.04 I 63. TO 59:10 I 8.27 7.94 STD I STD 1 1 I , 12.96% . street . street I 67.04 63.137 58.90 52.50 I 8.14 -r-f.37 STD I STD 1 1 I LEUCADIA WASTEWATER DISTRICT PUBLIC SE.WE.R SYSTEM AS·8UJLT APPROVAL "AS-BUILT u APPROVED 6't LWD DISTRICT ENGINEER i )/4 ,i.. ' 1/;2/11-llQlI.11 4~--2?,S/tf .2/c./11 . G/3c/t& I ELECTRONIC DA TA FILES ARE FOR REFERENCE P. E. t,0?2.:5 EXP. DATE ONl Y ANO ARE NOT TO BE USED FOR HORIZONTAL STEP £NDEERIIVG, 'fff' RCE DATE OR VERTICAL SUR'IEY CONTROL ;?;» /:Jc,L . Z>utJb~ ;)/~/;tf' 3/, I 1-, FIRM OAr£ EXP INSPECTOR 1 DYi. TE I SH2ET I CITY OF CARLSBAD I SHSTS I ENGINEERING DEPARTMENT fAIPROVEMENT PlANS FOR: ' COASTAL 10 C.T. 13-02 NOTES PUO 13-04 APPROVED(/ / 'Ill -t tS<Jl\f ~-,M;l.,l)Cf,t.f J I J v tt(/Zo!lf-el/1,;/.I.EE,.,,,N~ MAN~ l<:L t-.1111! .£XI' t/.1D/1¥~A-E ~ /1\ OWN BY: "r PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL R I I CHKD BY: 7~ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-02 480-5 G;\131003\Jj[UAI02.d;ig Moy 01, 2011; IO;J9um Xr~fs: lJ0JAI; GIS Tabl~ 0722H 0 "'~ 0 G') ,,.,::,,. OJ Q) 0 I OJ 4 I I I I I I I l ~r=; ' I I l! I I LWD MH I 1110-1740 i ! 1 r I ; I I ' \ \ ___ \_\ \ \ \ \ ----t \ \ \ \ I \ \ I I I I I I LI l 0 COSTA VERDE MAP 7899 I I I I I I I I I I I L _______ _J I I I '·'·"(['.s'L[ ~~~=. ·~" -L-~IL~~~~-3-... ~ ···•·· -,,, . ~ _:.:;-,, ., __ , ·-~~·· --~ - UNIT JO UNIT 9 ,---------- ' I ,---------- I I I I I ' I I ==== ==== I I L----------I __________ .J UNIT J UNIT 2 I I I __________ _J UNIT .J UNIT 8 ,---------- ' I I I I I I I I I I I __________ .J UNIT 4 REC AREA I I I I I __________ _J UNIT 5 UNIT 7 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 ( •, 11 ,i J, I, .: /\ :, 'i=J I LWD MH\J if O O ~ /' 11 ,,: j ~ h 110-1745, /' /' --= \ -- \ 1/ I I I I I I LA COSTA RESORT & SPA MAP 14984 I I\.., ----/' 1 ! I I ----- 1/ / i I t f I I I ! 1 '-------+-+-,'+--, -+--;-,--i---1-./-----_____J~ / / / /; //' '\ ~ / / / // f )f' \ 1/WA TCHPLA YA T LA COSTA~ MAP 15325 LOT l I KEY MAP SCALE' !"~ 20' 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 KEY LEGEND SHEET INDEX NOT£ ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL -w-- -:r- --51)--- -s-- [I] EXISTING WA T[RL!N[ EXISTING S[WERL!N£ STORM DRAIN S[WERL!NE SHEET NUMBER 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 f 2 3 4 5 Civil Engineering Planning Processing Surveying TITLE SHEET NOTES AND SECTIONS KEY MAP AND DETAILS PLAN FOR NAVARRA DRIVE PLAN FOR SEWER DESIGNED BY: .~M=.C·~-DATE: JAN. 2014 DRAWN BY: S.8. SCALE: AS SHOWN PROJECT MGR.: K.H. JOB NO.: 131003 ENGINEER OF WORK: DATE s/11/✓/ RCE: 60223 o· 5' 20' 40' -----1 o' SCALE: 1" = 20' BENCHMARK: DESCRIPTION: CLSB-020 ROD DR/I/EN TO REFUSAL W/ CAP MK'o LS. 62/5 LOCATION: 5.0 FOOT BACK OF CURB ON. Tl/£ SOUT/1 SIDE OF LA COSTA A 1/ENU[, 220 FEET WEST OF ROMER/A STREET RECORD FROM: R. D.S. 11211 ELEVATION: 104.25 OAnJM: N.C. V.D. OF 1929 I ,,.; 56' ~· ~f-,---------------=---------------1= ~ 10' /8' /8' 10' <:i ~ ---~~----+----~~----+----'-"'--~I~ £}(/ST. STREET LIGHT I 1.5' 5.5' R[MOV[ [}(/ST. 4" P. C. C. SIDEWALK & REPLACE PER C-1 VAR![S BUILDING LIN[ SUBGRAO£ COMPACTED TO 95% TO BE V£RIT/[D IN . FIELD BY R-VALUE TEST 5.5' ,I, 5' £)(/ST. 6" T/'P£ 'G'i' ----[}(!ST. ,,--CURB & GUTTER 2% FIR£ HYDRANT 2% .. '"' n,,·v'-n· . ,,-, 2% ~~;;_;,,.;;::'2,;.u -=n7.uPP-f~~~;:- . AGGREGATE BAS£ EXISTING NAVARRA DRIVE /2' PUBLIC TRAFFIC INDEX= 4.5 NOT TO SCALE /2' O" -6" TYPE 'c' CURB J' J' RIBBON GUTTER 2% MIN 5.3% MAX IN PERVIOUS CONCRETE 2% MIN 5.3% MAX 6" PERY/DUS CONCRETE OVER 4" AB (f'' DIA. MIN.) OVER 6" OPEN GRA0£0 GRAVEL (2"-J" CRUSHED AGREGAT[) PR/VA TE DRIVE A ' TRAFRC INDEX= 5.0 NOT TO SCALE SEE owe. 480-5A LEUCADIA WASTEWATER .DISTRICT EXIST. 4" P. C. C. SIDEWALK VARIES BUILDING LIN[ NON-WOVEN G[OT£XT/L[ (MIRATI 160 N OR [OU/VALENT) PUBLIC SEWER SYSTEM AS-BUILT APPROVAL APPROVED BY: LWD DISTRICf ENGINEER '' AS-BUILT " ){d/ DATE EXP 7J1-w~ INSPECTOR I Ol'/ TE t---t----t-~---~---~~--+~--l---l-----l-------ll SH3EET I CITY OF CARLSBAD I SHE5ETS I ENGINEERING DEPARTMENT ~1,===~,o,=1'?,~'0~Vti~MEl===~==r==p,='LA=Ns==Fa=w.= .. =======~===; COASTAL 10 i----+----+--------------1---+----+----1-___J ~~:vrn"::7J==KETJY7ffU'fi~,P=&1 0='E=TA=/.=;r,:S~~.5.~ftit,Jo ;J::gi DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DAfE INITIAL OTHER APPROVAL CJTY APPROVAL PROJECT NO. CT 13-02 I DRAWING NO. 480-5 G:\U100.5\1JO:JAIOJ.Jwg Muy 01, 2014 1:28pm Xrefs: 1J03~utl; IJOJTP; 730J7Yll; 1J03ASITE: l.l03AMAP; lJOJuyrd; 1303AI 0722'l4 C w :E 0 G)' "Tl .,::a. CJ1 00 0 I CJ1 CAUTION!! CONTRACTOR TO VERIFY EXACT LOCATION or EXISTING UT/UT/ES IN TH£ f/[LO PRIOR TO CONSTRUCTION NOT£ ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND AR£ NOT TO BE USEO FOR HORIZONTAL OR VERTTCAL SURVEY CONTROL <L w [l'. <[ /Cl w [l'. :J u V) '" D : i;j 10'± J I I I EXIST f[l RISER TO I /I I \ \ \ I I I I LI u " EXIST. 4" SHI?. LATERAL\ I 8£ RELOCATEf! ;I \// / , ,---STA. 22+07./5 t SL~ --X,_ ~ ✓ SUBDIVISION_BOUNDARY -7-No CUTTING ~r ACP-~-----2 • (n .) 1 J C ~0, ~ ~ -=-Sao ---·---1 R[PLACE W/8" PVC °" "': : TO NEAREST JOINT -~ 7 0 I 1, 22+09.90 ~ INSTALL' 0-25 CURB OUTLET TRO(CH R[SURTACING PER ~ ~ -_J F CIT![ STD. CS-25, 26 & 27-~ ~-' I 22+15.24 ~ INSTALL I £A. 8" DOUBLE I 22+20.24 '"'"'\_ '\ 11 CHECK VALVE ASSY. PER W-22 WITH I 22+22.24 . , ·", "' a o = 8" TlXPJ C. V. ANO 8" TE[ & T.8. -- : 2222;2246.·.22~ ~ ~ ~ ~ , '=; ii :~T~~T~ ~A. ~ 1" WATIR~ S[RV!C[S -------1 ' UNIT 10 • _r iiJ / . WITH 5 /9" METER PER CM 'O W-3 I 22+20.21k' """ -'-1, .____ /' EXIST Bl" ACP WATER \ "2;,>, '\ --1\ /I '---I -------"--w -(!)--:/< \ ~ I, II I ~ I ,r -~6-.)<. 1-'---"c---\ " -----_ I I )( · 0 ,'c--5' YOEfAlKII C--REMOVE & REPLACE EXIST/NC SIDEWALK S[ll SHEET 5 TOR SEWER-A "' : >< 11 TO NEAREST JOINT FROM STA. 22+01.15 ± J ~! TI/ENCH RESURFACING PER Ix'.; ,..___ 'Cl &, . TO G-14 DRIVEWAY (CL STA. {2+53.66) II Cr: STD. GS-2~5, ::~-Ir-----I~ '------1. \ ~ '¾, ""'y"~-, n--~: 22+53.66 = 10+00 DRIVE '.4 17Y 66'?o 0 \rt" ~L,-+-rc;-J¥S,><,,_.;.1~--=--=Jl:.-J1r,, ~-_\_\~_:7 1t\\:--~~~--E=~=i=:::;:z'.\,br;-c-===---:-=-===71c'~--,--'- /NST1fL 24' lflO( V '-"' "--'-~J~ _ v _1 NOTE /~ ~ ,'{J C-l4A DRIVEWAY. REMOVE i?l i ,, -I -~ v ~ ;c, EXIST/NC CURB, CUTTER, ¼ li1o J ~ [,,/4:11 [1-')'-------1/7 . S NOTE 2 ANO SIDEWALK WITHIN '-'>----L -f v • -~ 1 , \ . ;;--@ -'"-'--"-. --=..c=~ \--+ DRIVEWAY AR[, 11 I , -,,c-------2· 1>;<_ q I " ~ ~ ·-.--___ £ w WS X i ,:,· . ~'--~2-;;-------'\--\--\--I SAWCUT H~ 'I ' 1 Qj \ 10+53.77 ----- II I l " 6S 11'1-~ BC/EC EXIST /" WS PER CR/NO LIMIT L "a ~ -1-------Y ~ J!R/VA. TE D,D1/VF 'A 1 ¾ owe. 158-Ja Nor I "i ;2 , :s ~ __ '--'-'=--fl I c. __ ;L~-t---- usEo. (No METE_R) f/:_oA{ hvif0.~ ~ _/ ti ;;.------,_.,,.,._ ,,,,_SEE 'DWG. 480-5A □ 1 1 22+70.37 -J, I ~ J =In ~ I : INSTALL 3" 0[27 PIP£ I ~~ ',.s:I) ~H----,uu -J ! , \ ~~ I ABANDON EXIST 4"-r---. _ttt,j_ 7 .. , 'I ,.111 ~ 22+75.68 ~ EXIST. !" WATEM SERVICE. _::;;-~ SHI?. LAT. IN PLACE "-. , 0 vi INSTALL I EA. I" METER & 8MCKfLOW UNIT / 1 / I --------11----~ ElJ SL --I-fl---~ II PREVENTER PER CMWD W-3 &j W-20 FOR APPROX. LOCATION OF EXIST. JO/NT----+~1¾---i___.._-+ I --.. --W(A)11------,~ ~-5, SiD~,[WAlK~ /RR/CATION. REMOVE EXIST. ME',TER BOX ANO TRENCH. CONTRACTOR SHALL POTHOLE I I TS, l w / --------II EXTEND SERVICE TO NEW METfR. A T U TILi TY CROSSINGS & PRO V/0£ Cj I J/"--...___ o • .____ I SURVEY INFORMATION TO ENG/N[ER WITH Fl II 221-87. 38 BC'--.._ [ 22+87J7 1'0 ~ V "' ~ I 1----m -----1--lil--I SUFf/C!ENT TIM£ TO MOO/FY PLANS, IF "22f89.7/ , " -.., , '\ / ~ s, REMOVE & REPLACE EXIST/NC SIDEWALK ______ _ NECESSARY. EXIST 8" ACP WATER 22+91.64 . -.., , "" e---l\!! :;j TO NEAREST JOINT FROM G-14 DRIVEWAY (ABANDONED PEROW<; -22,93.58 C:--,,'-'-..,, q" I ' .___ ,;; , (CL STA. 22+53.66 TO STA. 23+04.IJ ± --· WARNING!! EXISTING J/4" TO 1-f/2' HP GAS LINE IN JOINT TRENCH .. ' j 211-l(A) , / 22+95.51 "°'" "--'--._ , " '° lt----1--Jli--/NSTALL 5 £A. ~ !" WATER SERVICES I / _.K f21 ,~ .___ , WITH 5/8" METER PER CMWO W-3 I NO CUTT/NC or ACP'-1-------·~y,-J,F/ I REPLA/£ W/ 8" PVC _ "> ~ --...___ ,~ P~OTECT £XI . CABLE P[OES,~L ~~'=='=YL~~~ -~I"- ! I TR[NCH RESURFACING PER / S,_D= =1 f= = 0 _:!_BO ---=c --"----=---="O=lj=(:)= I I CITY STD. CS-25, 26 &,.,27 / [/t ~ \~ C ••;-, Ii.------,~~~ c, ~3+,bt.34 & 2.3'+02.40 ~ ''1 It '-----(;, C 7· '·---=~ -~ /1 ~ ". ~c_//---, e-------1 / =~ -r---so -\ I/ £)(/ST. MH . c«·----:1 "' I I 1 ----,--,.__,, I -'"jio-174; Ii /! -j I II I \__,--~~-t~~WAR;;G!! ~ -.a EXISTING J/4' TO 1-1/2' Hf;./ '----GA_s_L_IM_'E_IN_Jo._vN_T..,.TR,,.;;"'lfN;._eH_-__, u . I ,~ f \ PLAN -NAVARRA DRIVE IMPROVEMENTS SCALE /' = /0' BENCHMARK: - DESIGNED BY: _l~A.C~·--DATE: JAN. 2014 DRAWN BY: S.8. SCALE: AS SHOWN DESCRIPTION: CLSB-020 ROD DRIVEN TO REFIJSAl W/ CAP MK'o L.S. 6215 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying PROJECT MGR.: K.H. JOB NO.: 131003 ENGINEER OF WORK: KEITH W. HANSEN RCE: 60223 LOCATION: 5.0 FOOT BAC!f Of' Cl/RB ON TJ-1£ SOUTJ-1 Sil{£ or LA COS.TA A f!:NUE, 220 FEET i/FST or ROMER/A STREET RECORD FROM: R.0.S: 17271 ELEVATION: 104.25 DATUM: N.G.V.D. OF 1929 EXIST. A.C. /NSTAll 4' AC Of!:R 4' APPROfED BASE' REJ,/Of/: EXIST 6" Cl/RB, GUTTER AND S!DEWAlK Pl SAWCUT SECTION A-A NOT TO SCALE NOTE· SE[ SORSO G-14A (MOO. PER CITY STANDARDS) FOR ADDITIONAL SPEC/f/C~ TIONS ' TO 8£ VERlf/£0 IN TH£ f/ElO BY TH£ R-VALUE TEST (NQ) I 2 .)' 4 5 6 CENTERLINE DATA DELTA/BEARING RADIUS LENGTH REMARKS L1 ""24°57'51" 300.00' 130.71' STREET Cl IV89°56'0J''E 488.19' ,, " N00'0J'59"W 28.00' " ,, ~ = 07'43'46" 20.00' 2.60' " " · N07°22'06''E 20.79' " n Ll = 06°81 '67" 20.00' 2.38' " " NOTES: /. SIGHT DISTANCE CORRIDOR PER f/NAL MAP. NO STRUCTURE, FENCE, WALL, TREE, SHRUB, SIGN, OR O /HER OBJECT MAY 8£ PLACED OR PERMITTED TO ENCROACH WITHIN TH£ AREA !OENT!f/ED AS A SIGHT DISTANCE CORRIDOR AS 0£f/N£0 BY CITY OF CARLSBAD ENGINEERING STANDARDS OR LINE-OT-SIGHT PER CAL TRANS STANDARDS: 2. SEWER EASEMENT TO LW.O. REC. MAY 7, 2014 Z0/4-O185555. _ AS F/N J. INSTALL FEBCO MAST[RSERIES 87/iVST OR EQUIVALENT FOR DOUBLE CHECK DETECTOR ASSEMBLY. ~,...,,,,..,,...=0~7' o· 10' 5 20' SCALE: 1 " = 1 0' FIRM J LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM AS-BUil T APPROVAL APPROVED BY, LWD DISTRICT ENGINEER "AS-BUILT ~I. ,It. . 4-J,:LJL DATE DATE EXP ,, DAT£ 1-----1----J---~---~-~~-+--~+---t---t-~---J I SH4EET I CITY OF CARISBAD I SHE5ETS I ENGINEERING DEPARTMENT ~==='---'=============--=====; DATE INITJAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\IJI00J\1J0JAl04.d1,g Moy 01, 2014 10:39orn Xrefa; J:lOJAt)AP; 130J7utl; IJ03outl, IJOJIP, IJOJagrd, 1303ASITE, IJOJAI IMPROVEMENT PLANS FOR: DWN BY: " ' CHKD BY: -<~- RVWD BY: 0 COASTAL 10 l'{AVARRA OR/VE PROJECT NO. CT 13-02 C.T. 13-02 PUO 13-04 DRAWING NO. 480-5 07Z21lt C ,1:1,, :e 0 G) "Tl ,1:1,, (11 ~ I (11 ···----. ------·-.: -.::::'--~:···. . . ---·----. . ·---......... ---------1---. . . --· - . ·--·---"'" --·--- ' · ·-··--------- •• -I ••• ---. ---_•;f::"..=-·---· ... :-:~ .--:.:..-: .-::--' --·::::-:::--::. ::'. --::: .. · :-::-: .::-~ ····-···-. · .··:/ ~:::.:: ·: ___ :· _:_ .. :.:, ~:~=-· :.::·=·~: ---~::-:_:· ~~::~ :.~~l -~:-~: · ... ~-"" · -· ----· · -. _:: .. >--:.----·.: ·._-_. ~:-__ -::~;-: -----·,-__ ···-· __ ·; ·: .: ::+··:. . -: -::·;·· -:.._. .. _-: --· ... ---~ -·-----.. ··----.. :. ;:·· -. .. -----·:·I:~ ---·.·. -:::·.::· -~;:_;--:~~\ <= ::_~ ··---: ·-:. -:: ... -:.-.-. ·:·:_ .:~:: ;-:::. :·.::.~ -~j::I::;~ :~:::); :-;~-:ii]-::;:::/:·~--~:::·:'.-: <7 ~~:· ·:.-./ :=~·_I·: 'l i.]i! ::_::'. :~-~--·_:-:---:~ ~-~--i ~-:~·~ ~::. ·::_-: :·-:__-_: --~:.:~~ :·--·~ :~:j:-~ ..... -----_ ~~ ::·· ·:=-_:_: ·::::~~-.:_. ~-=:~.-: · .. ~:· .:..-·-_ _,___ :::.-_-_: ': ~-~-;-:·:·~ .. .: · .. _..: ::~~~ .-:--.:: .:::: =.-::·-::=:_ -:::::-:: .-·::· :;._. ·.:_-:· , ..... ··-· ·---------------------··---,_...,._..,. --------------1----··--·:·:--·---------------·-·····--1--1---1·-+-I ------., ·: ... ~-----·+-·:-·-··---·· ·-··:· .. ___ :·.:-0.-_"'-.lf/{:_12:r---::; ______ ::.·--.:.·,,,-;-;•.f::'':'.'1-~-:--h---~-----: . ..i---_----:·:·: .. , ~--:-:.'.·:--·-::·: _____ ::·:·. -·-r: ·.·:.-·:·.)::·:: .... r---:-.--:·: ............ _ .. ' . ·I·· --1--... . . -·-_--: --: _-. -__ -... ---·· .. , __ ····-••-------··--.......... ---. ------,. __ --· ---· ------··------.. ....... .. --------" .., -___ . '.... . ·- .. -.• 1---·-------···-----··-_-- ---· --: i":::------------ _ •• :_ • __ •I ----·•~-. . --· -- --· . .. --. . --.. f-... - •• 1---.. -·-:·;" __ : __ :_ .-~·1·--~------··-----------=--:::-::·:::-.-.. ; --.... ::1------·.:-_ --·--:-·.-·:.-·-----......... .. ··-::...::i,_-:...~::~--·--......... :_: ·---···-···--...... :: .. ·.::::-:-··::·1:··.:· ··-----· ·---.. ,. ··-----__ :::_.--:·-:-.-· --_-·-----, .... _______ _-·::-··:,:.-·-------::.:::-.---: ~c'c-+=-+."'f.=.'f~ ...... t-=t..~t=+''±c±='i'=···=-·+.= .. c+-' .. F-:t-::"'--_:+,= .. = .. i=.=-.. '!='_=\. =. i= .. "" .. +-+4·=-·_J· =-: .. =+=ci-"-.. F+"+=+=fc-=l_,:..fc-'. +.=.+,= ___ :+. =-.. + .'+'"-'!-' .• '-... +'.⇒.cc..fc:=-i .. +. =:-.c _:_i".=:~_.+ .. ~.:~eel:.=--~=--~--h-BJl(ft~ _:/_ ;'· __ -~~~t,· ~~ I 1) c:~-~•.r .-_::-j:::I~'. _-._-__ +-•.. -.·:·-j::-~. :-.+-.-.+-.: r-➔=r=+-c+=J-..~: __ =i_. =.= .. t-.= .. + .. =-.c= .. ic.=.,.:+_.,=.c=. t-= ... ::+.=-.. ·.·=i·=-·=-· +.=-· .. ci,=.*=' .. 'f. ~b±'+ .. =. +,F-... F.t-, ·"'. ct= .. x .. =-.+.~~bc.+·= ··c:ct-..-c'f'=r-.. :F; :-=,F'b±➔-.... =i. =E++=·.-·+. cc·•'=-:·_·;F-:-~=· .. ·+· =-· +=+= .... =i.F-.. = .. +."' .. =i . .=.=b±+cF-t= .. = .. tc.=-.+ .. =-.+cc+==.i=.=.F+c=t .. ,".=i •. ~.~.+.=. =i. -c .. = ... · +·=-·±· ·:=ic·cc+.F-.~ .. E+.F-._:=i ... IF __ . ,c'_~~-+• : · ___ . .,.. .. ········-·. . ......... -·1--------·-·----------.. ···-·-·--·----·------·------·--• --- 10+00 11+00 11 1 II . ~;,. -:_:, J _J~ S££ SH££! 4 FOR WATER,~· ljl I • • I !RR/OAT/ON & FIR[ I ,, " ;:; l'; "::'--! I S£RVIC£S (TYP) W()1 's! '1, ~ _,,. I ' ----t-ff.-'0 ~"~7<l HWN]I oO I -II ::,.... I 211' 111' r '"' c-'/" \1 ii ~ ~ ;:' r ----------1 --1 ~-+"1-_ _E.1:.__-J.j --.E.~==j:;:#=~,~l@kW \ 5) / ~ :::J f I I 1-, "' HW 1;; K I I :::;i;: 11;::J I' -II~ ""~~ I I t --22-: ~--w 6 w ~ S. 11 II ; -~ 1 UNIT 10 : FIRM LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM AS,BUILT APPROVAL APPROVED BY: LWD DISTRICT ENGINEER DATE EXP UNIT 9 UNIT 8 -- '-.. ·-1 ~ : ~ EXIST 8" ACP :L T[R " ]· \~✓ ·~ ,, --f½ ~ ~ i i J < Tfl,[NCH R[SURFAC!NO PER -"' . ·~I \ \I ,l\." V I • Cl(Y STD. OS-25, 26 &: 2 "J . \\ '1/..,..._ [Ila,--~-"''""-' .1,-,,: (sJ I =9+99.73@ 7.89' LT. DRIVE,,, ,,, ' s. \ ' \..., \'v' ,;~,r:i::::;_1--_1:=1=::::==±::z::=E:==::----::-=-=...:::1.l\~-.-~-~h==-==:l::11: ::::;irj(s)s"::..=-=-=-=----_--lr h ' (s) -· -V I ,.v,c 1;,,. POC (TYP [ACH UN.NiYT)T)----'===::c=f=~,t~-~--11 I INSTALL 1./.H. #I ~ t ., " t--1--i--% ., INSTALL CL£ANOUT . ...._ o" CURB (TYPr=.c..--L EXIST I I W5 PER "i ID I ~ /~I ---1 \ ~-s NOTE 2 J LWO l,/H/10-/6670 it, ~ I f? ,_ ~ /'--.._ ~ , JDWG. If& JO. NOT~ ~ -,---\ ---'-s -- USED. fNf,• METER)_~ <CJ "!1 v 1~ · ~J~, = =.--_;.~-~4=-=-€~·~-r---+-= ·e= = _ '.1=SBO=--~~--_ ~_I ~ )~lo:, ~4 ~ ~ ;:r -= = = = 0XIS:: T 8" VCP SW//~ " :s! 1 " 4" """'O = = = -o, ., :,: ;!; ~ , 5 ,va, RAIN P£R owe. 480 _54 __,.. ~ ' .... .... C:! ~\ __ PR/VA "IE OR/VE fl I ,, [:::r2fJ~~t~~~~~~-=-r-=-=i-;=+-~L-==~~ SEEDWG. ~0_-5._~ __ _ □ - I (0 ) ( I ~ CONTRACTOR TO VERIFY EXIST I WS ~ '", ' ". ' ' • : @ \ II I • Lws ,I/ KI II "• ~Oll.• I , I EX/Sr 4 SIW?. lATii ~ 7 u r,, NO TE 3 -±--SL '+-1+-" II vi ( I \ EXIST 8" ACP WA ltR (ABANDONED) .> -ffi O I \[ : ~ ,,-W(4) I (l)--. II I UNIT I UNIT 2 ~ I J/ I i I :: I 22·f87.38 BC .............. I O E " ' II ! 11 --,1· f~~ : EXIST 6" Ar WA![:'.1~ ~ I~ [~ L ____________________ J CAUTION.Ii CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON NOTES: I. SIGHT DISTANCE CORRIDOR P[f! FINAL MAP. NO STRUCTURE, FENCE, WALL, Tf/£[, SHRUB, SIGN, OR OTHER OBJECT MAY 8£ PLACED OR PERMITTED TO ENCROACH WITHIN TH£ AREA !D£Nf!F/£D AS A SIGHT DISTANCE CORRIDOR AS 0£F!N£0 BY. CITY OF CARLSBAD ENGIN££RING STANDARDS OR l!N[-OF-SIGHT PER CALTRANS STANDARDS. 2. S£11£R EASEMENT TO LWD. REC. M;J'( 7, 2014 2014·0185555. ASF/N PLAN -SEWERL/NE SCALE· t" = /0' I 1 ( I 1 I (0 UNIT 3 UNIT 4 "AS-BUILT ,. )wl jL ... lfl'/07 DATE Rn r;. BY: ,;(_ r,['j'\-v.Jl'-l,l..__,.,v"n,v i INSPECTOR DATE BENCHMARK: ( ' I JfQ[ff J. ABANDON EX!S TING SE/1£R LA T£RAL LA T£RAL SHALL 8£ CAPPED AT THE MAIN AND ENCASED IN CONCRETE DESIGNED BY• ~M.=C~. __ DRAWN BY• S.B. DATL JAN. 2014 SCALE• AS SHOWN JOB NO.: 131003 DESCRIPTION: CLSB-020 ROD OR!vl:N TO REFUSAL W/ CAP 1./K'/J LS. 6215 ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR vERTICAL SURvEY CONTROL -~=10~'11,,47..,.,~~ o' 10' 5 20' SCALE: 1" = 10' 2710 Loker Avenue West Suite 100 Carlsbad, Colifornia 92010 760-9.31-7700 ·Fax; 760-931-8680 Civil Engineering Planning Processing Surveying PROJECT MGR.• K.H. ENGINEER OF WORK• KEITH W. HANSEN DAfEffe# · RCE: 60223 LOCATION• 5.0 FOOT BACK OF CURB ON THE SOUTH S/0£ OF LA COSTA A W:NUE, 220 FEET 11£ST OF ROMER/A STREET RECORD FROM: R.0.S. 17211 ELEVATION: 104.25 DA TUM: N. G. V.D. OF 1929 POOL l_j / ..--. I 3 ~( = . ' 12+00 7 LL;=='·-·-------- 480-5A UNIT 7 --------7 I I W:.1£,..L.';; ;J: I UNIT 6 I I I L_ STREIT lcrnJll UNIT STATION OF INVERT = NO. LATERAL AT MAIN AT MAIN IE 10 !Offi2.95 59.41 2 I 10+61.94 59.59 3 2 !0+86.02 60.25 4 9 J/fOl.52 60.87 5 3 1!+19.55 61.47 6 8 11+40.00 62.22 7 4 11+44.98 62.40 B 7 11+63.27 63.07 9 5 !1+70.62 63.34 10 6 1!+75.86 63.53 LENGTH OF LATERAL 4.59' 12. /8' /3.85' 4.15' 13.94' 5.12' 13.95' 48.48' 14.15' 21.81' CENTERLINE DA TA (Ng DELTA/BEARING RADIUS LENGTH I 2 3 4 5 6 7 N00°0J'59"W L1 = 07°43'46" N07'22'06"E L1 = 04'30'92" L1 = 04'86'08" !V00°00'00"W 20.00' 20.00' 1537.80' 100.00' 28.00' 2.60' 20.19' 2.38' II 5. lili' 8.48' 28.00' REMARKS STRFET Cl " " " " » " STR[ET CL SEWERL/NE DATA NO) DELTA/BEARING RADIUS LENGTH REMARKS I N 07'22'06" £ 49.39' /01.32' 24.15' 8" PVC SEWER SOR 35 P[R LWD S 17 2 3 D.= 03•45'54" L:..= 01'05'27" 1541.80' 200.00' SEWER LATERAL TABLE DROP TO MAIN /,2' !.2' 1.2' /,2' 1.2' 1.2' 1.2' t.2' 1.2' LATERAL ELEY. AT CO IE 60.66 60.99 6/.68 62.07 62.91 63.48 63.84 65.20 64.18 65./2 LATERAL GROUND SLOPE % ELEY. AT CO 2.0 68.27 2.0 68.29 2.0 69.16 2.0 69.54 2.0 69.97 2.0 11.02 2.0 11.00 2.0 72.67 20 71.85 2.0 12.07 DEPTH BELOW co CO TO IE 7.6/' 7.30' 7.48' 7.47' 7.06' 7.54' 1.16' 7.47' 7.07' 6.95' PAD ELEY. FT. 68.5 68.4 70.0 69.1 70.9 71.2 71.9 72.2 721 72.J " " " UPSTREAM BACKWATER MH RIM VAi.VE ELEV. REQ'D 71.97 '/ES 11.91 '/ES 71.97 '/ES 71.97 '/ES 71.97 '/ES 71.97 '/ES 71.97 '/ES 71.97 NO 7!.97 NO 71.97 NO REMARKS 4• PvC SDRJ5 4"PvC SDR35 4• PvC SDR35 4• PvC SOR35 4" PvC SDRJ5 4' PVC SDR35 4• PvC SDR35 4" PvC SDRJ5 4' PvC SDR35 4" PvC SDR35 i------1i-----i------------+---+---t---+---1 I SH5EET I CITY OF CARLSBAD I SHESETS I ENGINEERING DEPARTMENT :==:::'..'.::=========~====: /1\ AS· BUILT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G. \131G03\Ll03Al05.d~g Moy UI, 2014 10.JBam Xrefs: 1303AMAP; 1J0J!utl: \j03outl; lJ0J!P; 1303ugrd; 1J0JASITE; 1303AI; ljQJPR0 IMPROVEMENT PLANS FOR: COASTAL 10 SEW£RLIN£ C.T. 13-02 PUD 13-04 APPROVED:// '/ M ¼,J...-1-J.AMJN .,, V[:J o~r I I , . ) ,T !.Vp., /1. 7, '?,()/{/ OWN BY: " r 1 ~ P CHKD BY· "f,f,,, RVWD BY: PROJECT NO. CT 13~02 DRAWING NO. 480-5 072211! \