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HomeMy WebLinkAboutDWG 475-8A; SDP 12-01; VISTA LA COSTA; 01-15.. I !,. ,, I GRADING NO TES {IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE CARLSBAD MIJNICIPAL COO£) I. THIS PLAN SIJPERSEOES ALL OTHER PLANS PREWOIJSLY APPROVED BY THE CITY OF CARLSBAD RECAROINC CRAOINC SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MIJNICIPAL COO£, RESOLIJTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL OOCIJMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REWSE THESE PLANS ltl-lEN NON-CONFORMANCE IS 0/SCOVEREO. 3. CITY APPROVAL OF PLANS OOES NOT RELIEVE THE DEVELOPER OR ENCINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED 0/JRINC CONSTRIJCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SIJBMITTEO TO THE CITY ENC/NEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER i',/Ll BE REQIJIREO FOR ANY WORK IN THE PIJBL/C RIGHT OF WAY. PRIOR TO PERMIT ISSIJANCE, A CERT/FICA TE OF INSURANCE MIJST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSIJREO ON THE PERMITTEE's POLICY IN THE MINIMIJM AMOIJNT OF /1,000,000.00 FOR EACH OCCIJRRENCE OF LIABILITY. THE INSIJRANCE COMPANY WRITING THE POLICY MUST HAVE A RAT/NC OF 'A-' OR BETfER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS' KEY RA TING GUIDE 5. IJNLESS EXEMPTED BY SECTION JOl.(b}5 OF THE IJNIFORM 8/JILOING CODE, RETAIN/NC WALLS 0/JTSIDE OF PIJBL/C RIGHT OF WAY REQIJIRE SEPARATE PERMITS FROM THE 8/JILOINC DEPARTMENT. 6. NO WORK SHALL BE COl,fMENCED IJNT/l ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 1. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES. NOT AIJTHORIZE ANY WORK OR GRADING TO BE PERFORMED IJNT/l THE PROPERTY OWNER's PERMISSION HAS BEEN OBTAINED ANO A VAUO GRADING PERMIT HAS BEEN ISSIJEO. 8. NO REVISIONS i',lll BE MADE TO THESE PLANS i',/Tf/0/JT THE WRITTEN APPROVAL OF THE CITY ENC/NEER, NO TEO i',f THIN THE REVISION Bl OCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET. 9. ORIGINAL DRAl',INCS SHALL BECOME THE PROPERTY OF THE CITY IJPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAl',INC SHALL BE REVISED TO REFLECT AS-8/JILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES 0/JRING CONSTRIJCTION. 12. ltl-/ERE TRENCHES ARE i',ITH/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SIJMMARY SHEET, (8) LABORATORY WORK SHEETS ANO (C) COMPACTION CIJRVES, SHALL BE SIJBMITTEO BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING 8/JS/NESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT Mil BE SIJBMITTEO TO THE CITY ENC/NEERING INSPECTOR MTHIN TWO WORKING OA /:5 OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENOA TIONS 0/JTLINEO IN THE SOILS REPORT IS REQIJIRED PRIOR TO THE /SSIJANCE OF A 8/JILOINC PERMIT. ALL CONTROLLED GRADING SHALL BE DONE IJNDER THE OIREC TION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY 00/NC 8/JSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. All FILL OR FUTIJRE FILL AREAS SHALL BE CONSTRIJCTEO IN ACCORDANCE i',flfl THE CITY OF CARLSBAD STANDARD SPECIF/CA T/ONS ANO THE • EARTHWORK SPECIFICATIONS • ATTACHED TO THE PRE/IMINARY SOILS INVESTIGATION. DAil Y FIELD COMPACTION REPORTS i',ILL BE SIJBMITTEO TO THE PROJECT INSPECTOR. 14. A PRECONSTRIJCTION MEET/NC SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE A TTENOEO BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRIJCTION. INSPECTION. SIJPERVISION. TESTING ANO ALL OTHER ASPECTS or THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRIJCTION MEE.71NC BY CALLING THE INSPECTION LINE AT (760) 438-389/ AT LEAST FIVE (5) WORK/NC DA /:5 PRIOR TO STARTING CONS1RIJC'r!ON. THE CONTRACTOR Mil TfiEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A OA TE ANO TIME FOR THE PRECONSTRIJCT/ON MEETING. APPROVED ORAMNGS MIJST BE AVAILABLE PRIOR TO SCHEOIJUNC. THE GRAD/NC PERMIT Mil BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. /5. ALL INSPECTION REOIJESTS OTHER THAN FOR PRECONSTRIJCTION MEETING i',/Ll BE MAO[ BY CALL/NC THE ENC/NEERING 24-HOIJR INSPECTION REOIJEST LINE AT 17601 438-389/. INSPECTION RE/JIJESTS MIJST BE RECEIVED PRIOR TO 2.· 00 P.M. ON THE OA Y BEFORE THE INSPECTION IS NEEDED. INSPECTIONS MLL BE MADE THE NEXT WORK OAY IJNLESS YOIJ REQIJEST OTHERMSE REQIJESTS MADE AFTER 2.· 00 P.M. Mil BE SCHEOIJLEO FOR TWO FIJLL WORK OA YS LATER. /6. THE OWNER AND/OR APPLICANT THROIJCH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCL/JD/NC SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORM/NC TO ALL LOCAL, STATE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS ANO RECIJLATIONS. 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SIJBMITTING A DETAIL PLAN TO THE CITY ENC/NEER ANO/OR CONCERNED AGENCY SHOMNC THE O[SICN or SHORING, BRACING SLOP/NC OR OTHER PROVISIONS TO BE MAO[ or WORKER PROTECTION FROM THE HAZARD or CAWNG CROIJNO 0/JRING THE EXCAVATION OF SIJCH TRENCH OR TRENCHES OR 0/JRINC THE PIPE INSTALLATION THEREIN. THIS PLAN MIJST BE PREPARED FOR ALL TRENCHES FIVE FEET (5) OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHOR/NC S/STEM STANDARDS ESTAB/ISHEO BY THE CONSTRIJCTION SAFETY ORDERS. TITLE 8 • CALIFORNIA ADMINISTRATIVE COO£, THE PLAN SHALL BE PREPARED BY A REC/STEREO ENGINEER AT THE CONTRACTORS EXPENSE A COPY or THE OSHA EXCAVATION PERMIT MIJST BE SIJBMITTEO TO THE INSPECTOR PRIOR TO EXCA VA TION. 18. NO BLASTING SHALL BE PERFORMED IJNT/l A VA/10 BLAST/NC PERMIT HAS BEEN OBTAINED FROM THE CITY or CARLSBAD. SIJBMIT APPL/CATION FOR BLAST/NC PERMIT WELL IN ADVANCE or THE SCHEOIJLING or BLAST/NC OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE 0/SCOVEREO MTHIN ANY WORK AREA 0/JRINC CONS TR/JCT/ON, OPERATIONS Mil CEASE IMMEOIA TEL Y. AND THE PERMITTEE i',/Ll NOTIFY THE CITY ENC/NEER. OPERATIONS i',/Ll NOT RESTART IJNTIL THE PERMITTEE HAS RECEIVED WRITTEN AIJTHOR/TY FROM THE CITY ENC/NEER TO 00 SO. 20. ALL :OPERATIONS CONDIJCTEO ON THE SITE OR ADJACENT THERETO, INCL/JO/NG WARMING /JP, REPAIR, ARRIVAL, OEPARTIJRE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRIJCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQIJ/PMENT SHALL BE UM/TEO TO THE PERIOD BETWEEN 7:00 A.M. ANO SIJNSET EACH OA Y, MONDAY THRIJ FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONOIJCTEO ON WEEKENDS OR HOLIOA YS. (A LIST or CITY HOLIOA YS IS AVAILABLE AT THE ENC/NEER/NC DEPARTMENT COIJNTER.} 21. ALL OFF-SITE HA/Jl ROUTES SHALL BE SIJBMITTEO BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FIJLL WORK/NC DA ):5 PRIOR TO BECINNINC or WORK. 22. IMPORT MATER/Al SHALL BE OBTAINED FROM, ANO WASTE MATER/Al SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENC/NEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR OAMACE OCCURRING ALONG THE HAUL ROIJTES OR ADJACENT STREETS AS A RES/Jl T OF TH£ GRAD/NC OPERATION. 23. BRIJSH SHALL BE REMOVED ONLY MTHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NO TEO ON THE PLAN. 24. ALL AREAS SHALL BE CRAOEO TO DRAIN. GRADING R[S/Jl TING IN THE PONO/NC or WATER IS NOT PERMITTED. All EARTHEN SWALES ANO DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOP£ 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY THE CITY ENGINEER OR AS 0/RECTEO BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH CRAOE TO PROO/JC£ A UNIFORM SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO OROERL Y CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED or AT A SITE APPROVED OF BY THE CITY ENGINEER. GRADING FOR & IMPROVEMENT PLANS VISTA LA COSTA SOILS £NGIN££R's CERTIFICATE I, 1'111'1 N\ftt,<iU 5. :P,! A-L,L.O , A REGISTERED CIVIL ENGINEER or THE STA TE or CALIFORNIA, PR/NC/PALLY 00/NC BUSINESS IN THE FIELD or APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO ST/JD y or THE SOIL CONDITIONS PREVALENT MfHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE OATES OF 2.-;rz.-/2-ANO f-.Z.1:-IZ-TWO COPIES or THE SOILS REPORT COMPILED FROM THIS ST/JOY, MTH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE or THE CITY ENC/NEER. I . SICNEO: _&,.,'"' rJl, ~ ~ ~• ,._}.to P.£ NO.: (7 £. ;;i..10 ':f LICENSE EXP/RAT/ON OA TE· __ /:.Z_.-_.3_1 _-_:Z_O~/_.> ___ _ OWNER's CERTIFICATE I (M) HEREBY CERTIFY THAT A REGISTERED SOILS ENC/NEER OR CEOLOCIST HAS BEEN OR Mll BE RETAINED TO SUPERVISE OVER-All GRAD/NC ACTIVITY AND ADVISE ON THE COMPACTION ANO STABILITY or THE SITE. COASTAL LIVING, LLC 814 S. WESTGATE AW:: /125 LOS ANGELES, CA 90049 (J/0) 826-15.18. _ ~ __ .. / ✓ //.#( .· BY: <(?_,~ d' fo<....:co .. / DATE.· _z_j ~~ DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE O[SICN or THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO PROFESSIONS COO£, ANO !HAT THE DESIGN IS CONSISTENT i',ITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK or PROJECT DRAMNCS ANO SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENC/NEER or WORK, or MY RESPONSIBILITIES FOR PROJECT O[SICN. OVA Y CONSULTANTS, INC. 2710 LOKER A VENIJE IIEST, STE 100 CARLSBAD, CALIFORNIA 920/0-6609 (160} 931-7700 -~t~~!~•~•==~-MTE. 1/2~fz KE/ TH W. HANSEN R.C.£ NO. 60223 EXP. 6/J0/12 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TEO BY AERIAL SURVEY METHODS FROM INFORMATION GATHERED ON OCTOBER 11, 2003 BY SAN-LO AERIAL SIJRVEYS. TOPOGRAPHY & EXIST/NC UTILITIES ON CIBRAL TAR ST. ANO AT THE SITE SHOWN ON THESE PLANS ANO VERIFIED BY FIELD SIJRVE/:5 METHODS CA THEREO ON MAY 28, 2003, MARCH 28th, 29th ANO APRIL II, 2007 BY OOA Y CONSULTANTS. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THE PROJECT IS LOCA TEO MTHIN ASSESSOR's PARCEL NO's 216-290-20, 216-290-21 & 216-290-47 THE CALIFORNIA COORO/NA TE INDEX or THIS PROJECT IS: N JJ4 E /695 LEGAL DESCRIPTION SA/0 PROPERTY BE/NC OESCRIBEO AS PARCEL No. 2 IN CERTIFICATE or COMPLIANCE RECORDED ON AUGUST 21, 1984 AS FILE No. 84-325375 or OFFICIAL RECORDS or SAN 0/ECO COIJNTY BASIS OF BEARINGS TH£ BASIS or BEARINGS FOR THIS SIJRVEY IS THE NAOBJ, ZONE 6, 1991.35 EPOCH CR/0 BEAR/NC BETWEEN FIRST ORDER POINTS CLSB-020 & CLSB-024 PER RECORD or SURVEY NO. 17271, IE N6J"47'49"£ STANDARD NOT£ IN ACCORDANCE MTH THE CITY SIJSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE 'STENCILS" BE ADDEO TO PROHIBIT WASTE DISCHARGES DOWNSTREAM. STENCILS SHALL 8£ AOOEO TO THE SATISFACTION OF TH£ CITY ENGINEER. EARTHWORK QUANTITIES ESlllJATED CIJT: FILL: EXPORT: REMEDIAL CRAOINC.· 8,140 CY 1,050 CY 7,090 CY 4,010 er• EST/MA TES 00 NOT INCL/JOE ALLOWANCE FOR SHRINK OR BULK 'REMEDIAL CRAO/NC QUANTITY IS AN ESTIMATE ON/ Y. ACT/JAL QUANTITY Mil OEPENO ON FIELD CONDITIONS. CITY OF OCEANS/OE HIGHWAY ' - CITY OF [NCINITAS VICINI TY MAP NO SCALE EROSION CONTROL NO TES-SE£ SHEET 2 OWNER COASTAL LIVING, L/C 814 S. WESTGATE A vf. /125 LOS ANGELES, CA 90049 (JIO) 826-1518 // / BY~-~--' D£V£LOP£R S J ASSET MANAGEMENT, INC. IN CARE or 0/VERSIAEO DEVELOPMENT 7668 EL CAMINO REAL SUITE 104-108 CARLSBAD, CA 92009 BENCHMARK: DESCRIPTION: CLSB-020 ROO OR/VEN TO REFUSAL W/ CAP MK'O LS. 6215 ' LOCATION: 5. 0 FOOT BA CK OF CIJRB ON THE SOIJ TH SIDE or LA COSTA A VENIJE, 220 FEET IIEST or ROMER/A STREET RECORD FROM: R.O.S. 17271 ELEVATION: 104.25 DATIJM.· N.C. V.O, or /929 REFERENCE DRAWINGS DWC. L -5548 GRAD/NC PLANS FOR LA COSTA 50/JTH IJNIT NO. 5 OWC. T.M. 2694-5 GIBRALTAR STREET IMPROVEMENT PLANS IN LA COSTA 50/JTH IJNIT NO. 5 LMJ OWC. C-IR & C-2R DWC. 456-IA GRADING PLANS FOR VISTA IA COSTA CT 04-05 OWC. /69-4 & 4A LA COSTA SOUTH UNIT NO. 5 CIVIL ENGINEER/LAND SURVEYOR ' OVA Y CONSULTANTS, INC. 21/0 LOKER A VENIJE IIEST, SUITE 100 CARLSBAD, CA. 92010 (160} 931-7700 LEGEND NO TES ' MINOR ORA/NAG[ STRUCTIJRES PER NOS OR EQIJ/1/Al[NT. " QUANTITIES SHOWN ARE FOR BONO/NC PURPOSES ONLY. REQUIRED TREATMENT CONTROL BMP TABLE ACT/JAL QUANT/ES SHALi BE VERIFIED BY CONTRACTOR TO HIS SATISFACTION "AS RECOMMENDED IN UM/TEO CEO TECHNICAL INVEST/CATION FOR VISTA LA COSTA RESIDENT/Al DEVELOPMENT, OATEO MARCH 2, 2012 ANO LETTER OATEO MAY JI, 2012 BY EAST COUNTY SOil CONS/Jl TA TlON ANO ENC/NEERING, INC., TO BE VERIFIED BY R-VALIJE TEST. TYPE DESCRIPTION MP-52 8/0RETENT/ON TC-32 OWNERSHIP PVT PVT ffl· MAINTENANCE AGREEMENT BMP MAINTENANCE AGREEMENT BMP MAINTENANCE AGREEMENT -BMP.....MAINll:NANG/i -AG,'?ffi,/f/ll-- SHEET NO, 5 4,5&6 MAINTENANCE FREQUENCY FOIJR/YR CLEAN/ DEBRIS REMOVAL HYDROCARBON BOOM REPLACEMENT TWICE/YR TWICE/YR INSPECT, PRIJNE, WEED & REPLACE MIJLCH AS NEEOEO ./rt-lNIJAl:-VACVVAI IO-P,7fVfNT- NOTE!/ ELECTRONIC DATA FILES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL 1--------------------, CITY OF CARLSBAD FIRE DEPARTMENT WORK TO 8£ DON£ THE CRAOINC WORK SHALL CONSIST or THE CONSTRIJCTION or All CUTS ANO FILLS, REMEDIAL GRAD/NC, ORA/NACE FACILITIES, EROSION CONTROL FACILITIES AND PLANT!NC or PERMANENT LANDSCAPING ANO PREPARATION or AS-8/JILT GRADING PLANS, AS-8/J/l T GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET or PLANS ANO THE CITY STANOAROS, SPECIF/CATIONS, REQUIREMENTS, RESOLIJT!ONS ANO ORDINANCES CITED ON THESE PLANS. THE GRAD/NC WORK SHALL BE PERFORMED IN ACCORDANCE i',ITH THE FOLLOMNC DOCUMENTS, CURRENT AT THE TlME or CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. I. CARISBAO MUNICIPAL COO£ 2. CITY or CARLSBAD ENGINEERING STANDARDS. 3. THIS SET or PLANS. 4. PLANNING' COMMISSIONS RESOLIJTION NO. 6901 OATEO JULY J, 2012. 5. THE CAR/SBAO MUNICIPAL WATER 0/STRICT's STANDARDS ANO SPECIF/CATIONS FOR WATER, ANO RECLA/MEO WATER. 6. THE LEUCADIA WASTEWATER DISTRICT STANDARD SPECIF/CA TlONS ANO PROCEDURES FOR PR/VA TEL Y CONSTRUCTED WASTEWATER FACILITIES. 1. THE STANDARD SPECIF/CATIONS FOR PIJBL/C WORK CONSTRUCT!ON (GREEN BOOK) 8. UM/TEO CEOTECHNICAL INVEST/GA TION FOR VISTA LA COSTA RESIDENT/Al DEVELOPMENT, OATEO MARCH 2, 2012 ANO LETTERS OATEO MAY JI, 2012 ANO JIJNE 16, 2012 BY EAST COUNTY SOIL CONSIJLTATION ANO ENC/NEERING, INC. 9. THE SAN 0/ECO AREA REGIONAL STANDARD ORAl',INCS ANO AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 10. ENVIRONMENTAL APPROVAL DOCIJMENTEO AS CATEGOR/CALL Y EXEMPT PER PLANNING COMMISSION RESOLUT!ON 690/. II. STORM WATER POLLUTION PREVENTION PLAN {SI/PPP) PREPARED BY OVAY CONSULTANTS, INC. OATEO MAY 29, 20/2, MJ/0 NO. ~7C;'S'of61.4 , SW 12-281 ,,,::v• ---·--·-, .... ·------, __ 12. STORM WATER MANAGEMENT PLAN (SM.IP) PREPARED BY OVAY CONSULTANTS OATEO MAY 29, 2012, SM.IP NO. 12-11!. f9 13. CALIFORNIA STORM WATER 0/JALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL />,\!<ID I\DD,~>COM Mo. I DATED l/-2I·I~ LEGEND {SDRSD UNLESS \...___.-.-----·------·--•. ______ 6 DESCRIPTION OWG. NO. NOTED OTHERWISE) SYMBOL QUANTITY SIJBOIVISION 80/JNOARY (RECORD DATA PER CERT. or COMPLIANCE,. . . . . . OOC. 84-325375 REC. 8/27/84} EXISTING LOT LINE. . ............................ . 6" CIJRB. . .............. . .SORSO C-1. 6" CURB AND GUTTER ............ .SDRSO C-2. . ........ . I" CURB. . . . . . . . . . . . . . . . . . .SDRSO C-1 MOO.. . ..... . CR/NO & I 1/2' AC OVERLAY ....................... . 4" AC OVER 4" APPROVED BASE. PERVIOUS PAVEMENT ............................ . 4" PCC SIDEWALK. . ............................ . ALLEY DRIVEWAY ................ CITY 510. CS-20. SAWCUT .................................. . 6" PVC SEWER SOR-35 {PRIVATE). . .. . .LWO S-17, 5-18 ....... . 4" PVC SEWER LATERAL {PRIVATE} ..... . .LWO 5-17, 5-18 ....... . SEWER CLEANOUT {PRIVATE}. .LWO S-8, 5-9 & 5-25 .... . EXIST. SEIIER MAIN & A.H. . . . . . . . . . . ll/0 OWC. C-IR & C-2R ..... EXIST. SEWER & ACCESSHOLE-AOJIJST TO CRAOE. EXIST. SEWER LATERAL EXIST. WATER MAIN. . .......................... . TRENCH RESIJRFACINC. . . . . . . . . . . . .CITY STO. CS-25, 26 & 27. . . !' WATER SERVICE W/5/8' METER. . . . . .C.M.W.D. W-J ......... . ___ LJ __ _ I I ti<XX>(j I ' · 'I , ...... · .... I z( •,i, ~S:I ---o -0--S- ---5--0---- -------{IS --w-- C',._ "'--"-._ ~ "S'S:'5] -----o---@ /" METER FOR /RR/CATION ........... C.M.W.D. W-J. . . . . . . . . . --o----(I) 6" FIRE SERVICE WITH 6" CATE VALVE & DOUBLE ... C.M.W.D. W-16 & W-22.. ~ CHECK VALVE DETECTOR ASSEMBLY PAO ELEVATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FINISH FLOOR ELEVA T/ON. RIGHT or WAY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXIST/NC CONTOURS. . . . . . . . . . . . . . . . CONTOURS .................................. . PARK/NC LOT STREET LIGHTS ......... . STOP SIGN ............... . .. .CAL TRANS RI. . .. . . .. . . 4' HOPE HANCOR SURELOK PRIVATE STORM DRAIN. 6' HOPE HANCOR SIJRELOK PRIVATE STORM DRAIN ... · ........... . a• HOPE HANCOR SURELOK PRIVATE STORM DRAIN .............. . /0" HOPE HANCOR SIJRELOK PRIVATE STORM DRAIN. /2' HOPE HANCOR SIJRELOK PRIVATE STORM DRAIN ............. . 60' AOS N-/2 UNOERGROIJNO DETENTION STORM DRAIN. . ......... . (SEE SHEET IJ FOR DETAILS) /2'x/2' SQUARE NOS C.8. /1200 TO/ /203' W/12" ATRIUM GRATE .. . 12' TRENCHDRAIN SEE SHEET 5 FOR .DET.AILS .............. . 18"x!8" NOS //802'. . . . . . . . . . . . . . . . . . . . . . . . . . . . ~f.,!.:££l:..~ANOUT . . . . . .501!,S!)_f!.:!_.O.:._:_:_.,.:, _ _:_ . . . . . . ~3 CATCH BA@ fh .... ey.1/:E_~OETA:~!!!:!J . C. OEO SLOPES (2. I MA,IJ. . . . . . . . . . . . . . ~---: . . . . . . . . . . OA Yl/GHT LINE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CU T/Flll //NE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INTERSECTION SIGHT DISTANCE. . . TYPE '.4' BROW DITCH. . . . . . . . . . . . .SDRSO 0-75. . ...... . CRASS SWALE (SEE DETAIL '.4' ON SHT. 4) ................... . 8/0RETENTION AREA. . . . . . . . . . . . . .SEE DETAIL SHEET 4. . ... . RETAINING WALL . . . . . . . . . . . . . . .SEE SHEETS 14 & I 5. . . . . . EXIST. CURB & CUTTER REMOVAL ..... .SEE SHEET 9. EXIST. SIDEWALK REMOVAL .SEE SHEET 9 ........ . EXIST. GAS LINE. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXIST. ELECTRIC LINE. . . . . . . . . . . . . . . . . . . . . . . . . . . . EXIST. TELEPHONE LINE. . . . . . . . . . . . . . . . . . . . . . . . . . . PAO= 49.J FF= 60.0 ·--50-·· --52- n-- -"'-- --50-- --50-- ---50--- ---50--- ---50---= SD = l'l rmmrrmrrmrmrn l'l -11-11 C Fl -II -II - -· -· -··-· _. --G-- --E-- --T-- 256 lf 95 LF J5 LF 220 SF /10 SF 5565 SF 1730 SF 1010 SF 114 lf 82 lf 2 EA 5 EA 2 EA 1560 SF 19 £4 I £4 2 £4 BY OTHERS I £4 238 LF 60 LF 358 LF 54 LF 171 LF e~ 5 EA I EA I EA GJi"Jt J EA 768 SF 161 LF 803 SF Nfl.V/Oll-S- .PA-!/fME#l-WJl/,1.r #Y[)R{),',f{)[)/FICAll{)N--GWG-/1./-VOIGG- REQUIREMENTS 1-----+----+---------------+--+---+---+---l ~ CITEYNGINOEEFRINGCDAEPRARISTMENBT AD NO. OF F.H.(S)..]_F.FLOW 2000 G.P.M. OUT OF_1 F.H.{S). Ll_J "AS-BUILT " SUSMP PROJECT~P.-'RA-OR.-1/T_Y __ H._1/~-'H------~--------------t r,G.l l:1SINKL vED,,: .. F.FD~~Ao~E/~52~:~-GRADING PLANS FO~;IC'TA LA "'O.IC'TA I SH1EsS I GRADING NOTES CONTINUED SHEET 2 0 ~~ DESIGNED BY: ~N=.F~. __ DATE: MAY 2012 ~A!f~f~ t_=f' VI..J/1'1 vi ..J//'1 ;/J/ / I,/ ,/ ,I / DRAWN BY: J.S. T.G. SCALE: AS SHOWN 12~,z_,,; J<t,/f1 13\ AS-BUILT TITLE SHEET ~ ~' 1/-_!/~;-1.7_ LEUCADIA WASTEWATER DISTRICT -· '7' /.'" Ano WA·rE." ~""."lrE•'"·""«"1..1."dL """---+----<1----1-!,.-,,,,-cJ~,.,LB~=I ✓1-PROJECT MGR.· K.H. JOB NO.: 031060 PUBLIC SEWER SYSTEM APPROVED ~ JO!i4 kW/-/ ,. ' "--__ D UC.,~-"---L:LID."'1._ 7"/.!./!..T. APPROVED: /2~ id ~,,., iLEN K. VAN PESKI P.E. 6tJ~Z.3 EXP . .!c' 30~ DATE C O N S l:J L T N T S oca, '(£, SHr.n ""~-"-·''! y APt>_o_o·'E.D/o/s/,,,, ,.,_ '.,/J.A 1 APPROVED BY: LWD DISTRICT ENGINEER ru.LLO ----=~•-=•-"-v O .v7l I 1 ~, _ff2l"3.112 RE'rJWEJ)_,, BY0 / _ - /f'lfY{/ /4 ~ -il-rf/p:_ 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760 931 8680 Civil Engineering Planning Processing Sur1eying ENGINEER OF WORK: ;/, _Jjh,_/.Jj )<'.~/H !D. tt:.VI~\:. W/\U.. A1 f.'~'1' fl, ~-t:l/1!>E 'blo~,m,m/,4>\ I' 3 5/ l•i/_Jl,f :SSt.: ENGINEERING MANAGER PE 41204 EXPIRES 3/31 /13 1JATE -y ai j{... ' DATE: 1/tt;/1z -frir.~Jt£-E.-26_5_1_4 __ ~'0~Z-_D_:~«-1/'2 __ /.-,___DA_T_E ~-IN_ITI_AL_, /1\ ~.lfllaR:~:~N~~,;~~~pl~o: I~ DATE INITIAL ~lt.~# ~T~L CRDViW~DD BB;yy',, 1,/E,i; -V~ ('~RiJE1C2T ~oo., D4R~W'51NG D~o. K~,_EN~-----R-CE-:~6-02_2_3_ DUDEK EXP. 3/31/14 &,j,. "/(t...r}/.:! ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL ..JVr ,', (,l,'1 ©2012 O'Doy' Consultants, Inc. INSPECTOR D.'ffE G: \0J10!5~)-0J60AC0l.dwg Sep 17, 2012 2:59pm ll{efr. 0J60AG; 0360VIC; 0J60AN 052714 103112 GRADING NOTES {CONT.) 21. ALL SLOPES SHALL BE !RR/GA TEO, STABILIZED, PLAN TEO ANO/OR HYOROSEEOEO WITHIN TEN (10) OAYS OF THE TIME WlfEN EACH SLOPE IS BROUGHT TO GRAOE AS SHOW/'/ ON THE APPROWcO GRAOING PLANS. 28. LANOSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PAOS AS REQUIREO BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 415-8L, ANO/OR AS 0/RECTEO BY THE CITY ENC/NEER OR PLANNING 0/REC fOR. 29. THE OW/'IER/APPL/CANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COOROINA TE THE WORK OF THESE CRAO!NC PLANS WITH THAT SHOW/'/ ON BOTH THE LANDSCAPE ANO !RR/CATION PLANS ANO THE IMPROWcMENT PLANS AS REOUIREO FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. WlfERE AN EXIST/NC PIPE LINE IS TO BE ABANOONEO AS A RESULT OF THE CRAOINC OPERATION, IT SHALL BE REMOWcO WITHIN TWENTY FEET OF BU/LO/NC OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUCCEO WITH CONCRETE OR REMOWcO AS APPRO',ED BY THE Cl TY ENC/NEER. JI. THE CONTRACTOR SHALL I/ER/FY THE LOCATION OF ALL EXIST/NC FACILITIES (ABO',£ GROUND AND UNDER GROUND} llfTHIN THE PROJECT SITE sumCJENTl y AHEAD OF GRAD/NC TO PERMIT THE REI/IS/ON OF THE CRADINC PLANS IF IT IS FOUND THAT THE ACTl/AL LOCATIONS ARE IN CONFLICT 111TH THE PROPOSED WORK. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO START/NC GRAD/NC NEAR THEIR FACILITIES AND SHALL COORD/NA TE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERI/ICE ALERT SDG&E (800)422-4133 (800)660-7343 (800)892-0123 (760)438-1141 (160)434-2980 (160)438-2722 (160)753-0155 (760)806-9809 AT&T TIME WARNER CABLE CITY OF CARLSBAD(STREETS & STORM ORAIN) 'CITY OF CARLSBAD(WA TER & RECLAIMED WATER) 'LEUCADIA COUNTY WATER 0/STRICT(SE/lfR) COX COMMUN/CATIONS 'AS APPROPRIATE 31 PERMIT COMPLIANCE REOUIREMENTS.· A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A Cl'IIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO G/Wc TECHNICAL ADI/ICE, OBSERWc AND CONTROL THE WORK IN PROGRESS /15.16.120 A.8/ CARLSBAD MUNICIPAL COD£ 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENC/NEER 'I/A THE PROJECT INSPECTOR /15.16.120 A.10/ CARLSBAD MUNICIPAL COD£· (I) FINAL REPORT BY SUPER'I/SING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANT/NC AND !RR/GA T!ON ARE INSTALLED IN CONFORMANCE 111TH CITY CODE AND THE APPROWcD PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEER/NC DEPARTMENT}. (2) AS-BUil T GRADING PLAN. (J) REPORT FROM THE SOILS ENC/NEER, Wlf!CH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANS/Wc QUALITY OF THE SOIL, AND SUMMARIES OF FIELO AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUOE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDA 7/0NS OU Tl/NED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A CRADINC PERMIT FOR THIS PROJECT IS ISSUED /lfTH/N ONE (I} YtAR AFTER THE CITY ENGINEERS APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTEO FOR PLANCHECK. PLANCHECK FEES llfLL BE REQUIRED FOR ANY SUCH RECHECK. 35. LIMITED GEOTECHNICAL /NWcSTIGATION FOR 'I/STA LA COSTA RESIDENTIAL DEVELOPMENT, DATED MARCH Z 2012 ANO LETTERS OATED MAY 31, 2012 AND JUNE 16, 2012 BY EAST COUNTY SOIL CONSUL TA T!ON AND ENC/NEERING, INC. SHALL BE CONSIOEREO AS PART OF THIS GRAOINC PLAN. ALL GRAD/NC SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENOATIONS AND SPECIFICATIONS CONTAINED IN SA/0 SOILS REPORT. 36. WlfEELCHAIR RAMPS SHALL BE INSTALLED PER REOUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATION COO£ 37. ALL SIJRWcY MONUMENTS ANO POINTS THAT ARE 0/STl/RBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETl/A TEO, ANO OOCIJMENTEO PER THE PROFESSIONAL LANO SIJRWcYORS ACT. WATER NOTES I. WATER AND RECYCLED WATER MAIN AND APPIJRTENANCES SHALL BE CONSTRIJCTEO IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION} VOLUMES 2 & 1 2. THE CONTRACTOR SHALL OBTAIN AN EXCAVATION PERMIT FROM THE 0/1//SION OF INDUSTRIAL SAFETY AND PRO'IIDE PROOF OF OSHA NOT/FICA TION BEFORE ANY EXCA VAT/ON AND SHALL AOHERE TO ALL PROVISIONS OF THE STA TE CONSTRUCT/ON SAFETY ORDERS. 1 BEFORE ANY CONNECTION OR SHUT OOW/'I OF VAL I/ES ON EXIST/NC C.M. W.D. LINES, A PERMIT SHALL BE OBTAINEO FROM THE C.M. W.O. OFFICE AND MUST BE SIGNED ANO APPR0',£0 BY THE CITY OF CARLSBAD's DEPUTY CITY ENC/NEER AND THE IJT!LITY OPERATIONS PUBLIC WORKS MANAGER. 4. A PRECONSTRIJCTION CONFERENCE MEETING SHALL BE HELD A MINIMIJM OF SEVEN DAYS BEFORE CONSTRUCTION BEGINS. CONTACT CITY OF CARLSBAD ENC/NEER/NC INSPECTION DEPARTMENT-(TELEPHONE NO. {760} 438-3891} FOR SCHEDULING. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENC/NEER/NC INSPECTION DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE PRO'IIDED. TELEPHONE NO. (160) 438-3891. 6. NO TREES OR STRIJCTl/RES SHALL BE ALLOWED IN THE WATER LINE EASEMENT. ALL EXIST/NC TREES AND STRUCTl/RES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REOUIRE MIITTEN PERMISSION FROM THE CITY OF CARLSBAD DEPUTY ENGINEER. 7. ALL BUR/EO COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CATHODIC PROTECTION. IF DEWcLOPER/OWl'IER CONDIJCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DEPUTY ENGINEER llfLL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 8. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL We AND 8/JILOING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 9. ALL POTABLE WATER ANO RECYCLED WATER SERI/ICES SHALL BE /" AND ALL METERS SHALL BE 5/8" (UNLESS OTHERWISE NOTED ON PLANS) 10. ALL WATER METER BOXES SHALL BE 17" x JO" x 12" POLYMER CONCRETE AS !.IANIJFACTl/RED BY AR!.IORCAST OR EOUAL. II. MINl!.IIJ!.I SPACING BETWEEN POTABLE WATER LATERALS AND SEWER SERVICES SHALL BE 10 FEET. 12. THE TOP OF WATER METER BOXES SHALL BE FLUSH 111TH THE FINISHED SIJRFACE GRAD£ 11 CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL AOHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER I.IA/NS ANO SANITARY SEWERS" PIJBLISHED BY THE STATE OF CALIFORNIA's DEPARTMENT OF HEALTH SERVICES. 14, AXIAL DEFLECTION AT THE PIPE JOINTS ARE NOT ALLOWEO. THE USE OF A HIGH-OEFLECTION COUPLING AT A PIPE JOINT MAY BE PER!.IITTEO BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DECREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). IJSE CERTAINTEED "VINYL-IRON" H.O. FOR C900. ©2012 O'Day Consultants, Inc;. LWO SEWER GENERAL NOTES I. LIIV APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS 0/SCO',ER[D DURING OR AFTER CONSTRUCTION. 2. ALL OESIGN, MATERIALS, ANO CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA COUNTY WATER Of STRICT L /IV SEWER STANDARDS ANO TO THE REQIJIREMENTS OF THE STANOARO SPECIF/CATIONS FOR PUBLIC WORKS CONSTRIJCTION (GREENBOOK) ANO THE REGIONAL STANOARD DRAWINGS, MOST CIJRRENT EOITIONS. IN THE EWcNT OF CONFLICT THE LIIV SEWER STANOAROS GOVERN. 1 OSHA SAFETY OROERS ANO OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOIJT EXCEPTION. 4. THE CONTRACTOR SHALL HA VE A COPY OF THE SEWER NOTES 2. & 1 DOCIJMENTS ON THE JOBS/TE AT ALL TIMES. 5. THE CONTRACTOR SHALL GIJARANTEE ALL WORK FOR A PERIOD OF ONE YtAR AFTER THE OA TE OF FINAL ACCEPTANCE BY LIIV ANO SHALL REPAIR OR REPLACE ANY WORK THAT MAY PRO',£ OEFECT/1/E IN WORKMANSHIP ANO/OR MATERIALS WITHIN THE ONE YtAR PER/00 llfTHOUT EXPENSE W/-IATSOEWcR TO Ll'IO. 6. QIJANTITIES SHOW/'/ HEREON ARE FOR BOND EST/MA TE PIJRPOSES ONLY. NEITHER THE PR/VA TE ENGINEER NOR L/W GUARANTEE ll/E ACCURACY OR COMPLETENESS OF ll/E SEWER QIJANTITIES. 7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS ANO SIJPPLIES SATISFACTORY TO Ll'IO. WORK SHALL NOT COMMENCE IJNTIL SIJCH MATERIALS ARE APPROWcC BY LIIV. 8. PRIOR TO BEGINNING SEWER WORK, ll/E LIIV INSPECTOR SHALL BE FIJRNISHEO THREE SETS OF CUT SHEETS AND SHALL COMPLY Willi LIIV STANOARO SPEC SIJRWcY REQIJIREMENTS. 9. PRIOR TO BEGINNING SEWER WORK, ll/E CONTRACTOR SHALL SECURE A LIIV PERMIT FOR CONSTRIJCTION AND SHALL PROV/OE A MINIMUM OF 12 HOIJRS NOTICE TO LIIV PRIOR TO CONSTRUCTION. 10. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINEO FROM ll/E JIJRISOICTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES. II. THE CONTRACTOR SHALL CONFORM TO LABOR COOE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO ll/E 0/STRICT ENGINEER SHO/lfNG ll/E DESIGN OF SHORING, BRACING, SLOPING, OR OTHER PROVISIONS TO BE MADE FOR PROTECTION OF WORKERS FROM THE HAZARD OF CA 'I/NG GROIJNO 0/JRING TRENCH EXCAVATION ANO PIPE INSTALLA T/ON ll/EREIN. THIS PLAN MIJST BE PREPARED FOR ALL TRENCHES F/Wc FEET OR MORE IN OEPTH. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANOAROS ESTABLISHED BY THE CONSTRIJCTION SAFETY OROERS, TITLE 8, CALIFORNIA AD!.I/NISTRA Tl',£ COOE, THE PLAN SHALL BE PREPARED BY A REG/STEREO ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MIJST BE SIJBMITTEO TO ll/E L/W INSPECTOR PRIOR TO [)(CAVA TION. 12. ALL SEWER FACILITIES SHALL BE INSTALLED IN ORY EXCAVATIONS ANO TRENCHES. CON- TRACTOR SHALL OEWA TER AND MAINTAIN DEW.A TERING CONTINUOIJSL Y UNTIL THE WORK IS COMPLETED INCLUOING PLACEMENT ANO COMPACTION OF BACKFILL MATERIALS IN A DRY STAT£ ALL PIPE ZONE MATERIAL LOCATED IN WET OR AREAS SUSPECTED TO BE WET IN THE FIJT/JRE SHALL BE ENCASED IN GEOTEXTILE MATERIAL. SIJITABLE GEOTEXTILE MATERIAL SHALL BE SUBMITTEO TO THE 0/STRICT ENGINEER FOR REVIEW ANO APPROVAL. CONTRACTOR SHALL OBTAIN DEWATER/NG PERMITS AS NECESSARY AND RETl/RN OF GROUND- WATER TO ll/E SEWER SHALL NOT BE ALL OWEO. 11 THE EXISTENCE ANO LOCATION OF IJNDERGROUNO IJTILITIES SHOW/'/ ON THESE PLANS WAS OBTAINEO BY AVAILABLE RECORDS SEARCH BY THE PR/VA TE ENGINEER. TO THE BEST OF THE PR/VA TE ENGINEER's KNO/tl.EOGE, THERE ARE NO EXISTING IJTILITIES EXCEPT THOSE SHOW/'/ ON THESE PLANS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER IJTILITIES OR STRUCTl/RES NOT SHOl'IN, OR IN A 0/FFERENT LOCATION FROM THAT SHOW/'/ ON THE PLANS. THE CONTRACTOR SHALL TAKE 0/JE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOW/'/ ON THE PLANS AND OTHER EXISTING FACILITIES OR STRIJCTl/RES NOT SHOWIV. 14. APPROVAL OF THIS PLAN BY LIIV OOES NOT CONST/Tl/TE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERCROIJNO UTILITY, PIPE, OR STRUCTl/RE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERI/ICE ALERT (800} 422-4/JJ, AS REOUIRED BY STATE LAW. ALL UTILITY CROSSINGS SHALL BE POTHOLED PRIOR TO TRENCH/NC. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING 111TH ALL LOCAL, STA TE, ANO FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIM/TEO TO, TRENCH SAFETY AND CONFINED SPACE ENTRY. 17. SOILS REPORTS SHALL BE SUBMITTED TO LIIV BY A QUALIFIEO SOILS ENGINEER WI-I/CH CERTIFIES ll/AT TRENCH BACKFILL WAS COMPACTED AS 0/RECTEO BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIF/CATIONS ANO THE LIIV STANDARD SPEC. 18. SEWER ELEVATIONS SHOW/'/ ARE INWcRT ELEVATION(/.£), INSIDE BOTTOM OF PIP£ SEWER LENGTHS SHOW/'/ ARE FROM CENTER OF MANHOLE TO CENTER OF MANHOLE 19. ALL REVISIONS TO ORA!lfNGS SHALL BE APPROWcD BY THE LIIV DISTRICT ENGINEER AS CONSTRUCTION CHANGES TO THE ORIGINAL MYLAR owes. WITH INITIALED APPROVAL ON THE MYLARS. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANGES ANO SHALL MAKE SUCH RECORD AVAILABLE TO THE PR/VA TE ENGINEER. THE PR/VA TE ENGINEER SHALL PROV/OE AS-BUILT DRAWINGS TO LIIV FOR RE'IIEW ANO APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIi.i/TEO TO 350 FEET, INCLUOING COLLECTORS AND LATERALS, UNLESS OTHER/lfSE APPROWcO IN Ml/TING BY THE 0/STRICT. TRENCH SHALL BE BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. 22. THE CONTRACTOR SHALL PROTECT ALL SURWcY MONIJMENTA TION. IF ANY SURWcY MONIJMENTS ARE 0/STl/RBEO OR DESTROYED, THE CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND RECORO THE MONUMENT CHANGE PER STATE LAW. 21 A MINIMUM OF 12 INCHES WcR TICAL CLEARANCE SHALL BE PRO 'IIOEO BETWEEN THE SEWER PIPE ANO ANY OTHER UTILITIES. 24. SEPARATION OF SEWER/ WATER ANO SEWER/ RECLA/MEO WATER SHALL COMPLY 111TH LOO STO DWG S-2 ANO 111TH ALL COUNTY AND STATE HEALTH OEPT REGULATIONS. 25. CONNECTIONS TO EXISTING SEWER PIPE OR MANHOLES SHALL ONLY 8£ OONE IN ll/E DIRECT PRESENCE OF THE LOO INSPECTOR. NEW SEWER SHALL NOT 8£ CONNECTED OR ALLOWED TO FLOW TO EXISTING SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY !HE LOO INSPECTOR, OR AS APPROVED BY 0/STR/CT ENGINEER. 26. ALL SERI/IC£ LATERALS SHALL 8£ LOCATED AT RIGHT ANGLES TO THE SEWER MAIN UNLESS OTHERWISE SHOW/'/ AS APPROWcD BY LOO ON THE PLANS. 21. A 2-INCH HIGH "S" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 GAG£ SHIELOEO COPPER WIRE SHALL 8£ BUR/£0 OWcR EACH LATERAL. THE llfRE SHALL EXTEND UP TO A 2" COPPER TAC TIEO AND SOLOEREO TO THE MR£ THE TAG OWcR THE SEWER MAIN SHALL TERMINATE 6" ABOVE PAI/ING SUBGRAOE 111TH FINAL LOCATION JUST BELOW PA 'I/NC. THE TAG OVER THE CUSTOMER £NO OF TH£ LATERAL SHALL EXTENO ABOVE GRAOE UNTIL CONNECTED ANO SHALL THEREAFTER 8£ BURIED AT TH£ POINT OF CONNECTION. 29. ALL PIPE SHALL BE HANOLEO ANO INSTALLED SO AS TO PROTECT PIPE, JOINTS, LINING, ANO COAT/NC. TH£ PIP£ SHALL 8£ CAREFULLY BEDOEO TO PRO'I/OE CONTINUOUS BEARING ANO PREVENT UNEWcN SEmEMENT. PIPE SHALL 8£ PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENOS OF PIPE SHALL BE SEALEO AT ALL TIMES W/-IEN CONSTRUCTION JS NOT IN PROGRESS. JO. PIPE JOINTS SHALL NOT BE OEFLECTED IJNLESS SO 0£SIGN£0 ANO SHALL THEN BE LIM/TEO TO LESS THAN ONE-HALF OF TH£ ANGLE RECOM!.IENOED BY THE PIPE !.IANUFACTl!RER. 31. SE/lfR PIPE ZONE ANO TRENCH BACKFILL SHALL BE PER THE LOO SEWER STANOAROS. WATER JETTING SHALL NOT BE ALLOWED. 32. ALL LATERALS SHALL BE CONSTRUCTED CLEAR OF DRIVE.WAYS. LWO SEWER NOTES {CONT.) 34. MANHOLE BASES SHALL BE MONOLITH/CALLY PLACEO, FINISHED, AND COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTERS SHALL BE SET IN THE BASE FOR EACH PIPE CONNECTION. SETTING OF MH RINGS SHALL NOT BE ALLOWED FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES ARE ACCEPTABLE FOR USE 111TH 8" SEWERS 111TH DISTRICT ENGINEER APPROVAL. 35. JOINTS BETWEEN MH BASE, SHAFTING, CONE SECTIONS, ANO RING SHALL HA VE A 2" BY 2" BU TYL RUBBER GASKET PLACEO llflll/N THE FULL CIRCUMFERENCE GASKET SHALL BE CPS-210 BY PRESS-SEAL GASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTEO 1) BEFORE BACKFILL, 2) AFTER BACKFILL, AND 3) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR OA!.IAGE AFTER BACKFILL. 37. ALL SEWERS ANO LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTEO, ANO TELE'IISEO A f THE APPL/CAN 1/CONTRACTORS EXPENSE PRIOR TO CONSIOERA T!ON FOR FINAL ACCEPTANCE BY Ll'IO. AIR TEST SHALL BE DONE AFTER CONSTRUCTION OF ALL OTHER IJTILITIES AND UTILITY LATERALS. 38. ALL SEWERS ANO LATERALS SHALL BE IN PLACE ANO SHALL HA VE FINAL APPROVAL BY THE LIIV INSPECTOR PRIOR TO PA 'I/NC. 39. MANHOLES SHALL BE 4-FEET DIAMETER FOR PIPE UP TO 15-/NCH DIAMETER PER L lffJ STO. owe S-1 MANHOLES SHALL BE 5-FEET 0/A!.IETER FOR PIPE 18-/NCH AND LARGER PER LIIV sro. owe s-4. 40. ALL MANHOLES SHALL BE LINED WITH INTEGRALLY LOCKING PVC (T-LOCK} OR A POL YIJREll/ANE PROTECT/We LINING SYSTEM PER SECT 500-2 OF THE GREENBOOK FOR.· o. ALL NEW MH's. b. ALL EXIST/NC MH's WITH NEW CONSTRUCT/ON. c. ALL EXISTING LINEO MH's THAT REQIJIRE NEW CONCRETE RISER RINGS. 41. MAXIMUM DEPTH OF SEWER FOR SOR 35 PVC PIPE IS 15'. C900 PIPE IS REOUIRED FOR OEPTH OF COVER OWcR 15'. 42. FINAL APPROVAL OF PLANS BY 0/STRICT ENGINEER IS VALIO FOR A PER/00 OF /!ME NOT TO EXCEED ONE YtAR FROM APPROVAL DATE TO START OF CONSTRUCTION. IF THE ONE YEAR TIME LIMIT IS EXPIREO PRIOR TO START OF CONSTRUCT/ON ll/E DEWcLOPER SHALL RESUBMIT THE PLAN CHECK TO THE 0/STRICT ENGINEER FOR AN UPOA TED RE'IIEW ANO APPROVAL. ANY CHANGES REQUIRED TO THE PLANS SHALL BE MAOE AT THE OEWcLOPERS EXPENSE ANO APPROWcD BY ll/E LIIV DISTRICT ENGINEER PRIOR TO THE START OF CONSTRUCTION. 41 W/-IEN CONNECTION TO EXISTING MANHOLES IS NECESSARY ANO SHOW/'/ ON THE ORA!lfNGS, ll/E CONTRACTOR SHALL CONNECT TO EXISTING MANHOLE STRUCTl/RES ANO CONSTRUCT ll/E NEW FLOW-THROUGH CHANNELS IN EACH MANHOLE BASE TO ACCO!.l!.IOOA TE THE NEW SEWER LINES AS R[QUIREO. SMOOlll TRANSITIONS SHALL BE INSTALLED FROM ll/E INVERTS OF THE NE/ti. Y INSTALLED PIPES TO THE EXISTING MANHOLE STRUCTURES. MANHOLES SHALL BE CORE DRILLED ANO MANHOLE CONNECTION FITTINGS SHALL BE CONNECTED TO THE CORE ORILLEO HOLE BY LINK-SEAL, OR APPR0',£0 EQUAL. THE FIRST FLEXIBLE JOINT SHALL BE LOCATED Will/IN ONE-FOOT OF THE MANHOLE BAS£ JACK HAMMERING SHALL NOT BE ALLOWED. LWO SEWER LATERAL CONNECTION NOTES 1. ALL NEW CONNECTIONS TO EXISTING SEWER SHALL BE MADE TO EXISTING WYtS OR SHALL BE !.IAOE BY INSTALLING NEW MANUFACTl/REO WYtS. STANDARD BELL AND SPIGOT OR PLAIN ENO WYtS ANO PLAIN ENDPIPE SPOOLS MA TCH!NG THE ADJACENT EXISTING PIPE MAY BE USED FOR INSERTING WYtS IN TO AN EXISTING SEWER. 2. IF NECESSARY OUR/NG THE LATERAL CONNECTION WORK, UPSTREAM FLOW IN THE EXISTING SEWER SHALL BE TEMPORARILY PLUGGED AND BY-PASSEO BY PUMPING OR PUMPER TRUCKS FOR DISPOSAL TO A DOW/'ISTREAM L /IV SEWER. IN LOCATIONS WITH SIGNIFICANT UPSTREAM FLOW, LIIV MAY REQUIRE TEMPORARY PROWS/ON OF OUTY AND BYPASS EQUIPMENT WITH FULL-TIME MANNEO I.ION/TOR/NC. NO UNMANNED BYPASS SHALL BE ALLOWED. 1 FOR CONNECTION OF PLAIN END TO PLAIN ENO PVC SEWER, REPAIR COIJPLINCS SHALL BE MAOE OF PVC MATERIAL MEETING THE SAME MATERIAL REQUIREMENTS ANO OUTS/OE 0/MENSION AS THE PIPE BEING REPAIRED. PVC SEWER REPAIR COUPLINGS SHALL BE RUBBER GASKETEO 111TH NO CENTER STOP. PIPE ENOS SHALL BE THOROUGHLY CLEANED PRIOR TO INSTALLATION OF ll/E REPAIR COUPLING(S) ll/E REPAIR COUPLING SHALL BE SLIPPED ALL THE WAY ON TO ONE PLAIN ENO PIPE, THEN THE PIPE ANO ADJOINING PIPES SHALL BE ALIGNED TOGETHER ANO THE REPAIR COUPLING SLIPPED BACK INTO A POSITION [QUALL Y SPA CEO BETWEEN THE TWO PLAIN ENO PIPES. PVC SEWER REPAIR COUPLINGS SHALL BE AS MANUFACTl/REO BY PW PIPE, OR EQUAL APPROVED BY THE LOO 0/STRICT ENGINEER. 4. PVC OR '1/TRIFIEO CLAY PIPE (VCP) SEWER PIPE ANO WYtS MAY BE USEO TO TIE-IN TO EXISTING VCP. FOR CONNECTION OR REPAIR OF PLAIN ENO VCP TO VCP OR VCP TO PVC, A ROMAC INOUSTR/ES, INC. STYLE 501, OR APPROWcD EQUAL, STRAIGHT OR TRANSITION COUPLING SHALL BE USED 111TH A GASKET RANGE FOR EACH ENO OF THE COIJPLING TO MATCH THE OUTSIDE DIAMETER OF THE PIPE ON THAT SIOE OF THE COUPLING BEING JOINED. THE CENTER RINGS SHALL BE DUCTILE IRON PER ASTM A536, CRAOE 65-45-12 ANO SHALL BE PRO'IIOED WITH 16 I.I/LS FUSION BONOEO EPOXY COLOR COOED TO ll/E TYPE OF CONNECTING PIP£ GASKETS SHALL BE SBR PER ASTM 02000 MBA110, COMPOUNDED FOR WATER ANO SEWER SERI/IC£ ALL NUTS ANO BOLTS SHALL BE TYPE 316 STAINLESS STEEL. STREET NOTES I. ACTl/AL STRUCTl/RAL SECTIONS WILL BE DETERMINEO AFTER "R" VALUE TESTS f/A We BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY 00/NC BIJS!NESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R• VALUE TESTS ANO THE ENGINEEREO STRUCTl/RAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR RE'IIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING OA YS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOW/'/ ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS ANO HANO-HOLES SHALL BE SHOW/'/ ON THE "AS-BUILT" PLANS. NO 0/RECT BURIAL STREET LIGHT FOUNOAT/ONS llfLL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYP£ 1 ALL UNDERGROUND IJTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS. CROSS GUT!ERS OR SURFACING OF STREETS. 4. W/-IERE AN EXIST/NC PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED 111TH PROPERLY CO!.IPACTEO SOILS. IN Oll!ER AREAS THE PIPE WILL BE PLUGGED 111TH CONCRETE OR REMOVED AS APPROWcD BY THE CITY ENGINEER. 5. W/-IEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF T!TlE 24, CALIFORNIA AO!.IINISTRA TIVE COD£ 6. STREET TREES SHALL BE INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACEO IN THE STREET Will/IN THE LIMITS OF WORK OF THIS PLAN PER SORSO owe M/9. 8. ALL SURWcY MONUMENTS ANO POINTS THAT ARE 0/STl/RBED BY THIS WORK Sf/ALL BE REESTABLISHED, PERP[Tl/A TEO, ANO DOCU!.IENTEO PER THE PROFESSIONAL LANO SURWcYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT} SHEETS SHALL BE PRO'IIDED TO THE CITY ENGINEER/NC INSPECTOR. £ROS/ON CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRIAN MERRITT AT 0/VERS/FIEO DEVELOPMENT, INC., PHONE NO. (951) 691-0544. 2. EQIJIP!.IENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MAOE AVAILABLE AT ALL TIMES OUR/NG THE RAINY SEASON. ALL NECESSARY I.IA TERIALS Sf/ALL BE STOCKPILED ON SITE AT CONVENIENT LOCA T/ONS TO FACILITATE RAP/0 CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES W/-IEN RAIN IS EMINENT. 1 EROSION CONTROL DEi/iCES SHOWN ON PLANS SHALL NOT BE MOVEO OR MOOIFIEO /lfll/OUT THE APPROVAL OF ll/E ENGINEERING INSPECTOR. 4, THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING OROER, TO THE SA T/SFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL AOOITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WI-I/Cf/ MAY ARIS£ 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS W/-IERE l!.IPOUNOED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PRO'IIOED PER THE APPROWcO GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRAOED AREAS AROUND THE PROJECT PERIMETER MUST ORAIN AWAY FROM ll/E FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING OA Y. 9. ALL REMOVABLE PROTECT/We OE'IICES SHOW/'/ SHALL BE IN PLACE AT THE ENO OF EACH WORKING DAY W/-IEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEOS FORTY PERCENT (40%}. SILT ANO OTHER OEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRA Wcl BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. II. SHOULO GERM/NATION OF H'IOROSEEOEO SLOPES FAIL TO PRO'IIDE EFFECTIVE COWcRAGE OF GRAOED SLOPES PRIOR TO NOVEMBER 15, THE SLOPES (90% COWcRAGE) SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE 111TH SECTION 35.023 OF THE EROSION AND SEDIMENT HANDBOOK OF THE DEPARTMENT CONSERVATION, STA TE OF CALIFORNIA. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURWcY CONTROL TEMPORARY £ROS/ON CONTROL PLANTING ANO IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED ANO !.IA/NTAJNEO AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS ANO THE FOLLOW/NC.· A HYOROSEEDED SHALL BE APPLIED TO: I. ALL SLOPES THAT ARE GRAOED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AR£· o. THREE FE£] OR MORE IN HEIGHT ANO ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRAOED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST.· o. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCT/ON OR GENERAL LANDSCAPING} WITHIN 60 OAYS OF ROUCH GRAOINC. b. /OENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY 'I/SIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONOIT/ON IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS /1.1!.IEOIATE TREATMENT. 8. HYOROSEEOEO AREAS SHALL BE IRRICATEO IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRAOED 6.· 1 OR STEEPER AND THAT AR£· o. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATEO BY HANO WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PRO'IIDING 100% COVERAGE b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEAOS PROV/0/NG 100% COVERAGE 2. AREAS SLOPEO LESS THAN 6: 1 SHALL BE IRR!GATEO AS APPROVED BY THE CITY ENGINEER, PRIOR TO H'IOROSEEOINC. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROV/OE !RR/CATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 1 !RR/CATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWfH OF THE HYDROSEEOEO GROWfH. C. HYOROSEEO!NC MIX SHALL CONSIST OF ALL OF THE FOLLOW/NC.· 1. SEED MIX SHALL CONSIST OF NO LESS THAN: o. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF ALYSSIJM (CARPET OF SNOW} I. 1/2 lb. PER ACRE OF 0/!.IORPHOLECA g. ITEMS c,d,e, ANO f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYOROSEEOEO IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM o OF THIS SUBSECTION MUST BE !NOCULA TED WITH A NITROGEN FIXING BACTERIA ANO APPLIED ORY EITHER BY OR/LL/NG OR BROAOCASTINC BEFORE HYDROSEEDINC. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOO ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SA/0 CONTAINERS. ;'. NON-PHYTO-TOX!C WW/NG AGENTS MAY BE AODED TO THE HYOROSEEDEO SLURRY AT THE 0/SCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE TYPE 6 MULCH (STRAW} MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 1 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHIJR APPLIED AT THE RATE OF 500 lbs. PER ACRE 0. AREAS TO BE H'IOROSEEOED SHALL BE PREPARED PRIOR TO HYOROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: o. TRACK WALKING SLOPES STEEPER THAN 6.· I b. HARROW/NC AREAS 6.·I OR FLATTER THAT ARE SUFFICIENTLY FRIABLE c. RIPPING AREAS THAT WILL NOT BREAK /JP USING ITEMS o OR b ABOVE 2. CONOITIONINC THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY.· o. AOJUSTING THE SURFACE SOIL 1.10/STl/RE TO PROV/OE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDEO VIABLE CONDITIONS FOR GROWfH. £ HYDROSEEOEO AREAS SHALL BE MA/NTAINEO TO PRO'l/0[ A '1/GOROUS CROWfH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDEO IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS CO!.IPLETEO ANO ALL BONDS RELEASED. "AS-BUILT -~~L~. ===---- P.E. IJtJU3 EXP.~,P'<'/1.: ~~/42al INSPECTOR " IZ/2,off DATE t------i---t-----------t-----1----+--+-----l I SH2EET I CITY OF CARLSBAD I SH1E5ETS I ENGINEERING DEPARTMENT ;===='...'.::::=========-==~ GRADING PLANS FOR: 2710 Loker Avenue West Suite 100 Carlsbad, California 9201 O 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying DESIGNED BY: -'-'N."-'F·~-DATE: MAY 2012 DRAWN BY: J.S .. T.G. SCALE: AS SHOWN PROJECT MGR.· K.H. JOB NO.: 031060 ENGINEER OF WORK: ~L~ .. KEITH w. HANSEN DATE: ,1~,/lt RCE: 60223 BENCHMARK: DESCRIPTION: CLSB-020 ROD OR/VEN TO REFUSAL W/ CAP MK'D LS. 6215 LOCATION: 5.0 FOOT BACK OF CURB ON THE SOUTH S/OE OF LA COSTA A VENUE, 220 FEET WEST OF ROMER/A STREET RECORD FROM: R.O.S. 11211 ELEVATION: 104.25 OA Tl/M.· N. C. V.O. OF 1929 /.3, AS-5UIL T DATE INITIAL ENGINEER OF WORK G:\031060\0360AG02.dwg S,p 17, 2012 J:05pm Xref,: 0360).G: 0J60AN REVISION DESCRIPTION DATE !NITIAL OTHER APPROVAL DATE INITIAL CHY APPROVAL WSTA LA COSTA NOTES APPROVED: ~ _ / 7 j, -../),. ,½LEN K. VAN PESKI ====-~t,.t;~n:z-__,.X~-=~-~~~_11/.3.JL.___ ENGINEERING M~NAGER PE 41204 EXPIRES 3/31/13 D};fr DWN BY: N> ' '" PROJECT NO. DRAWING NO. ~~~g ~~:Vi..-SOP 12-01 475-8A , : ' I' -1 103112 i NOTE ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2014 O'Ooy Consultants, Inc, \ • \ \ 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 oilsCurm'.l Civil Engineering Planning Processing Surveying \ !Nol DATE REC. I 11-18-1969 2 03-10-1970 3 '03-10-1970 4 07-13-1970 5 08-27-1984 6 06-02-2008 7 11-20-2008 \ \ \ DOC. NO. F/P 211764 MAP 6600 MAP 6600 F/P 121408 84-325373 2008-0295020 2008-0601586 \ EASEMENT BENEFICIARY SAN O/£GO COUNTY FLOOD CONTROL DISTRICT CITY OF CARLSBAD LEUCADIA WASTEWATER DISTRICT LEUCADIA WASTEWATER DISTRICT HILLTOP DEVELOPERS LEUCADIA WASTEWATER DISTRICT LA COSTA RESORT & SPA \ \ KEY MAP \ SCALE I'= 40' \ TABLE NATURE OF EASEMENT ORA/NAG£ EASEMENT INGRESS/EGRESS ORA/NAG£ EASEMENT SEWER EASEMENT SEWER EASEMENT OEED RESTRICTION SEWER EASEMENT W/£NCROACHM£NT AGREEMENT DRAINAGE & LANDSCAPE EASEMENT ITEMS 1~6 PER PRELIMINARY TITLE REPORT PER FIRST AMERICAN TITLE INSURANCE COMPANY ORDER No. NCS-523626-SD DATED JULY 26, 20!2 BENCHMARK: DESIGNED BY: _N=.F~. __ DATE: MAY 2012 DESCRIPTION: CLSB-020 ROO OR/ltfN TO REFUSAL W/ CAP MK'o l.S. 6215 DRAWN BY: J.S. T.G. SCALE: AS SHOWN PROJECT MGR.· K.H. JOB NO.: 031060 ENGINEER OF WORK: LOCArlON: 5.0 FOOT BACK OF CURB ON THE SOUTH SIOE OF LA COSTA A VENUE, 220 FEET WEST OF ROMER/A STREET RECORD FROM: R.O.S. 17271 \ //,,d t. ~SEN DATE: /$/!o/!-1 RCE: 60223 ELEVATION: 104.25 OATIJM: N.G.V.0. OF 1929 ) o' 10' 80' ----- \ \ \ \ \ \ DISPOSITION VACATED PER ooc. TO REMAIN QUITCLAIMED PER DOC. QUITCLAIMED PER DOC. TO REMAIN TO REMAIN TO REMAIN REC. REC. REC. \ \ 20' 40' SCALE: 1" = 40' SH££T INDEX ! TITLE SH££T 2 NOTES -G£N£RAL, £ROS/ON CONTROL J K£Y MAP 4 SECTIONS AND DETAILS 5-(i GRADING PLANS 7 DRIVEWAY IMPROV£M£NT PLANS 8 PLAN & PROFILE PR/VAT£ DRIVE :4' 9 WATER IMPROV£M£NT & D£MOLIT/ON PLANS !O S£W£R IMPROV£M£NT PLANS !! SIGNING, STRIPING & PA V£M£NT SECTIONS 12 HORIZONTAL CONTROL PLAN IJ UNDERGROUND DETENTION BASINS !4 RETAINING WALL PROFILES 15 RETAINING WALL DETAILS KEY L£G£NO w EXISTING WA TERL/NE s EXIST/NC SEWERLINE . ® EXISTING SEWER LATERAL ® EXIST/NC WATER LATERAL -==so= = EXISTING STORM DRAIN --50---STORM ORAIN -w--WATER PER OWG. No. XXX-X [±] SHEET NUMBER I SH3EET I CITY OF CARLSBAD I SH1E5ETS I l------l--+------------------1---t---l----+--l ENGINEERING DEPARTMENT l------+---+------------------+---+---1-----+----< GRADING PLANS FOR: 1z-zf!lFI KW'il- □ATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Gc\OJIU6U\ll~lrnill 1412UJ\UJ6UAGUJ /\c:l.<J·,,y l)~c; 24, 2()14 1();02mro Xr~f~: Uj60/IG: 0J60rf-'U1; 0J50/IJIL; 0J60/IGl{IJ, 0560,\MAf'. 0J60ASIT[. Qj6Qt,N; UJ60AIJIL. 0J6011Gl'( 'I EXIST. STREET LICHT---------....:_ 4.5' £XIS TING GIBRALTAR STR££T PUBLIC TRAFFIC INDEX= 5.0 NOT TO SCALE 5.5' 4.5' • EXIST. FIRE HYORANT EXIST. 4" P.C.C. SIDEWALK BU/LO/NG LINE·--., !'--4.5' 12' 8U/LOING 3 FINISH GRADE NON-WOVEN GEOTEXT!LE• (MIRAFI 160 N OR EQUIVALENT) SUBCRAOE COMPACTED TO 95% TO BE VERIFIED IN FIELD BY R-VALUE TEST SLOPE, ORA/NACE &- LANDSCAPE EASEMENT PER DOC. No. 2008-0601586 ~--R._'EC_. ~ 1/20/2008 f 6" TYPE 'c' CURB 2% MltJ. 6" CURB &-GUTTER~ VARl[S '-----... ~·-~ -A-J .,'-:. ' y--;:;. D£TAIL " 'C ' ,; ,~:;;' ,( )5;, • ' "'iG~~{ •. ?-t IN. j . "-7 ... ). ',, / 12" 6" PERVIOUS CONCRETE OVER 4" A8 (~" OJA. MIN.) OVER 6" OPEN GRADED GRAVEL (2"-J" CRUSHED ACRECATE)• VARIES 4' MAX ~ I 2 MAX. VARIES 1.0' MAX GRASS SWAL£ NOT TO SCALE 1 5' FF=46.2 AT GARAGE I I BU/LO/NC , , LINE---! I I ''~c.}. WIDTH VARIES "''I, }1,1-'i:· I "'& 0' r:;:::::===:::::=:::=J 2' NOT£!! NOTES: SECTION 8-8 8/OR£T£NTION (TREATMENT & HYOROMOO/FICAT/ON) NOT TO SCALE I. 81,/P TO COMPLY WITH CURRENT CITY OF CARLS8AO SUSMP. i:' I ·---~--, _ 4.5' I 5' 18" MIN. SANO/COMPOST -SEE NOTE J BELOW. MIX WITH 5'1/HR MIN. INFILTRATION RATE TO BE VERIFIED BY CEOTECHNICAL ENGINEER UNDERGROUND GARAGE--. 2 8MP SHALL 8[ REVIEWED ANO APPROVED 8Y CEOTECHNICAL ENC/NEER. J. 18' SOIL COMPOST MIX SHALL CONTAIN: LESS THAN 5% CLA Y 50%-60% SANO 20%-30% C{}l,(POST OR HARDWOOD MULCH 20%-30% TOPSOIL (NOTE 4) 4. RECOMMENDATIONS FOR 8/0RETENTION FACILITIES PER EAST COUNTY SOIL CONSULTATION ANO 'ENC/NEERING, INC LETTER FOR PRELIMINARY GRADING PLAN ANO DETAILS REVIEW DA TEO JUNE /6, 2012 ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2014 O'Doy Consultants, Inc. EXIST. BU/LO/NC---.. PL 10'± 5' HIGH FENCE --~----------- 10' WIDE EASEMENT TO L.W.O. OU/TCLAIMEO PER OOC.~--- REC. SEE ARCH. PLAN..~S-!---___ /"'O"".O'-'---I FOR OETAILS ~ EXIST. GROUND L 'L-----· 2ND STORY DECK WALL EXTENSION TO SHORING WALL BUILD/NC 1 70 65 60 OUTS/OE BUILDING FACE_...-.-,, BU/LO/NC 2 FF=56.2 ------- 12.2' TO BU/LO/NC FACE I EXIST. I 2' WIOE I f---~OR.~W7.INA~G~'E~E~A~S£,~~~'EN=T.--I~ ·~ 4' WIDE •~ 5' 4" P.C.C ~ SIDEWALK o.: I I 60 ! / EXIST. GROUND 2X FG=55.8± 1 _ 60 55 FINISH CRAOE RETAINING WALL HMAX = 14'-0" AT BU/LO/NG SPECIAL DESIGN SEE DETAILS ON SHEET 15 ~1'!> ~---<-~~~1 ____ _L_m~:~~~-- f VARIES 6" MIN. ;::±1::==~~ DECOMPOSED GRANITE 4" P[RF. SO O IX MIN 55 UNOERGROUNO PARK/NC WALL ORAIN - SEE DETAIL EXIST. 2' WIDE SHORING WALL FF=50,0 AT GARAGE V 1:1 INFLUENCE ~/NE " 4~ I:/ INFLUENCE / LINE Ary 8" VCP SEWER / ~ A8ANOONEO SECTION A-A SCALE: I'= 5' VARIES-SEE PLAN FINISH CRAOE VARIES SECTION D-D 8/OR£T£NT/ON (TREATMENT & VAULT) NOT TO SCALE NOTES: I. 81,/P TO COMPLY WITH CURRENT CITY OF CARLS8AO SUSMP. 2 8MP SHALL 8[ REV/EWEO ANO APPROVED BY CEOTECHNICAL ENC/NEER. J. 18" SOIL COMPOST MIX SHALL CONTAIN: LESS THAN 5% CLA Y 50%-60% SANO 20%-30% C{}l,(POST OR HARDWOOD MULCH 20%-30% TOPSOIL {NOTE 4) 4. RECOMMENOA TIONS FOR BIORETENTION FACILITIES PER EAST COUNTY SOIL CONSULTATION AND ENC/NEERING, INC LETTER FOR PRELIMINARY GRAD/NC PLAN AND DETAILS REVIEW DA TED JUNE 16, 2012 DESIGNED BY: N.F. DATE: MAY 2012 271 0 Loker Avenue West Suite 100 Carlsbad, California 9201 O 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying DRAWN BY: J.S. T.G. SCALE: AS SHOWN PROJECT MGR: K.H. ENGINEER OF WORK: JOB NO.: 031060 DATE: )Zpo/1 RCE: 60223 50 45 110" HOPE SO ! r STEM WALL~: ~ BUI/LO/NC LINE CF=46.2 SECTION C-C SCALE: I'= 5' "' .?---4" &-6" HOPE SO '~a-\_ \ \ ' \ __ ,\_ SECTION 'r-F' -SEE () RIGHT 50 50 45 40 40 FINISH CRAOE 4 ON SHEET /5\ PROPOSED CRAOE :J :I _.,,..--SEWER ACCESS H ... ~ '\I I?~ ~I ~ ~1 ~ . JI I~ 'ff:/~jt/ff'J0 - &1v-~ ~1:1 INFLUENCE LINE _'lf!X 1'J.· ---ti II --J--!!=~=1 -Cg" CLEAR. EXIST. 12" PVC SEWER ~'& C900 CL200 PER LWO 0 C-1 R TO REMAIN - PROTECT IN PLACE SECTION£-£ SCALE: I'= 5' 6" HOPE () 0.5% NOTE: RUN-OFF FROM BIOCLEAN TRENCH ORAIN INSERT 0 0 1. ORIFICE PLATE & FLANGE CONNECTION TO CONCRETE SHALL BE FITEED WITH 30 DUROMETER NEOPRENE RING. 4" DIA OUTFLOW PIPE L 3" ORIFICE PLATE: MIN. SQUARE DIMENTIONS I.OFT. GREATER THAN PIPE DIA. HOT-DIP GALVANIZED PLATE AFTER HOLES HAVE BEEN DRILLED l" DIA HOLE ORIFICE DIAMETER SIZED PER DESIGN CRITERIA MODIFIED D£TAIL-8-5 & 8-6 CLEANOUT SCALE: I'= /0' SECTION F-F FLOW CONTROL ORIFICE PLAT£ SCALE: 1•~4' NOT TO SCALE SDRSO TYPE 'G-2' C.B. PER SORSD D-8 AND 0-1 I 4" PVC 90' BENO MOO. BY CITY OF CARLSBAD SUSMP, SECTION 4 {WITH CLOSED MESH GRATE) ! 8/0RETENTION FACILITY OUTLET DETAIL. X=J'. Y=4'. V=/0.53' EMERGENCY OVERFLOW I l2"x 12" C.8. W/ '"';;-JPici:cI:"11 -CLOSEO MESH GRATE 10» II» TOP OF 60" SO 8" DIA MIN 6" (l'YP) 60" HOPE STORM DRAIN FOR DETENTION 8" HOPE OUTLET SO ORIFICE PLATE: MIN SQVARE DIMENSIONS 1.0 FT GREATER Tr!AN PIPE DIA. HOT-DIP GALVANIZED PLATE AFTER HOLES HAVE BEEN DRILLED .. (TYP) SEE OETAILS SHEET 13-- BENCHMARK: 0.4% 60" x 4" HOPE REOUCER TEE 60» X 8» REDUCER .2" 0/A. ORIFICE PLATE BIORETENTION /2) OPEN/NC AT BOTTO/,/ SEE OETA/L AT RIGHT INFLOW 8" SO BIOR£T£NTION CATCH BASIN D£TAIL NOT TO SCALE NOTES: I. BMP TO COMPLY WITH CURRENT CITY OF CARLSBAD SUSMP. ND APPROVED 8Y CEOTECHNICAL ENC/NEER. 2. BMP SHALL BE REVIEWED A J. /8' SOIL COMPOST MIX SHA LL CONTAIN.· LESS THAN 5% CLA Y 50%-60% SANO 'ARDWOOO MULCH 20%-30% C{}l,(POST OR H. 20%-30% TOPSOIL (NOTE 4) 'RETENTION FACILITIES PER EAST COUN rr SOIL 4. RECOMMENDATIONS FOR BIO. CONSULTATION ANO ENC/NEE, PLAN ANO DETAILS REVIEW 'RING, INC LETTER FOR PREL/1,//NAR Y GRAD/NC DA TEO JUNE 16, 2012 DESCRIPTION: CLSB-020 ROD OR/VEN TO REFUSAL W/ CAP MK'o L.S. 6215 LOCArlON: 5.0 FOOT BACK OF CURB ON THE SOUTH SIOE OF LA COSTA A VENUE, 220 FEET WEST OF ROMER/A STREET RECORD FROM: R.0.S. 17271 ELEVATION: 104.25 DATUM: N.C.V.D. OF 1929 'll/._,irli/ KWH /S\ AS-BUILT ,n:f/•C£S 5//E:CI' .5t6tit:D 5/i•i/J,J 5/6/14 KWH I,\ REWSE WALL NEAR ELY PL REVISE 8/0RETENTION ff3 REPLACES SHEET S/CNEO I0/03/2012 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G:\O.ll060\,\abuil' 141'l0.l\O..J30/IG04 NJOWG Oec 1\J, 2014 10:.l6~'" X!P.la: OJ6UII(,;; CJJ60NJIL; O.l60A~lll: 0560/UIL; 0..1601\GF!O: OJ6CJAN NOTE 1. ORIFICE PLATE & FLANGE CONNECTION TO CONCREfE SHAU. BE FITTED WITH 0 ,. I I INFLOW PIPE \ ,-_,.T,_.,.,...._+._-3.W1HERE SHOWN ON PJ,AN -Rlf!CE DIAMETER (DIA) o SIZED PER DESIGN CRITERIA 3-0 DUROMETER NEOPRENE RING. j" DIA HOLE (TYP) FLOW CONTROL ORIFICE PLAT£ NOT TO SCALE "AS-BUILT "I . _A/4? !2-p,:,/;,/ P.E.c,Oz.23 EXP. C:.jJi;t,, DATE ' / J7iAJt "' ~11jL INSPECTOR' DTE I S!ET I CITY OF CARLSBAD I SH155 I ENGINEERING DEPARTMENT GRADING PLANS FOR: VISTA LA COSTA s,~CT/ONS & DETAILS APPROVED:tl::J )=),it GLEN K. VAN PESKI /·Z.6•1S ENGINEERING MANAGER PE 41204 EXPIRES 3/31/13 DATE 5/14/14 JSC DWN BY: "", PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 12-01 475-8A SUBDIVISION BOUNDARY ~ { A y '<l <;ti £)(!ST. ;:i BUILDING ---!.:1._S T. SL OPE ©2014 O'Ooy Consultants, Inc. 5' BUILDING SETBACK _ __, I I I I ' I I 1 1 ~ , 1 " I -; - j/Qff A SEC 110,V A-A SEE SHEET ,f E%!S r. !,\'££ --.!£. BE li'EUow:o ---.:.::: FF:: 60.0 AT FF:: 50.0 AT 1ST FLOOR PAO:: 49.J AT GARAGE . . GARAGE SEE NOTE I - 2% Al/4/'. ACRoss1-'", ~. 1/CAP ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR vERTICAL SURvEY CONTROL SE£ SI-IEET 6 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying 5l EL£C. ROO, .O' HICH 'ET. WALL RAILING '6, ~ cf: ~ !-"-.I <oJ l,...i ~ ~I ~ ij L...i ;:::! I~ ~ DESIGNED BY: ~N.F~. __ DATE: MAY 2012 DRAWN BY: J.S. T.G. SCALE: 1" = 10' PROJECT MGR,· K,H, JOB NO.: 031060 ENGINEER OF WORK: V _up~,~•==-~OA~TE~: /q".j'7-::~~/J'.!.1.1t KEITH W. HANSEN RCE: 60223 j ,'> ~I ;t, ~·'} ENTRY J COURTYARD , \\\G~~\,\, i-t~t- ENTRY ~\ COURTYARD BENCHMARK: DESCRIPTION: CLSB-020 ROO OR/vEN TO REFUSAL W/ CAP MK'o LS. 6215 LOCATION: 5.0 FOOT BACK OF CURB ON THE SOUTH SIOE OF LA COSTA A vENUE, 220 FEET IIEST OF ROMER/A STREET RECORO FROM: R.OS. 11211 ELEVATION: 104.25 OA TUM: N. C. V.0. OF 1929 ------ o· 2.s' 10' 5 20' SCALE: 1 • ,; 1 O' ENTRY ~1 COURTYARD ENTRY I COURTYARD ~ tqpo?JI 5 6 14 DATE INITIAL ENGINEER OF WORK SECTION C-C SHffT 4 ... ' .. ·· fS ' I ·.. .. •... I 55.9 p I ' . ,___.Ille REPLACES SHEET SICNEO 10 'OJ '2012 REVISION DESCRIPTION G:\OJ1060\/\o~u1II 1412UJ\O.J60AGO':i A:J.d,19 Ll,a,~ .JO, ~(.114 l:l:4/urri X•«fs. '.JJtiUIIG, OJtiU fPUI, UJi:iU,\MM--', UJ60 lull, UJ6IJA'.il II ; UJOOJ\I.J IL l)JtiUAGIW, UJOIJIIGO:J ,,-E_XISTINC . BU/LO/NG DATE INITIAL OTHER APPROVAL STORM DRAIN BOX DATA DESCRIPTION I INSTALL 12 x 12 CATCH BASIN TC=52.9 FL=49.30 INSTALL TYPE '8-5 CLEANOUT 2 RIM=56.ll FL=46.99 ,N 8' FL=47.16 (IN 6; FL=46.66 (OUT 8' J INSTALL 12 x 12' CATCH BASIN (EMERGENCY SPILLWAY)• TC=58.52 Fl=47.87 4 INSTALL MOO. TYPE 'C-2' CATCH BASIN~ X=J, Y=4; V=/053' TC=58.43 FL=48.IO (IN FL=47.90 OUT} INSTALL TYPE '8-5' CLEANOUT 5 RIM=48.44 FL=38.80 (IN FL=38.47 (OUT) INSTALL TYPE '8-6' CLEANOUT HWROMOOIFICA TION STORAGE 6 RIM=47.64 FL=44.46 (IN) SEE DETAIL SHT 4. FOR FL (OUT. ZURN Z882 PERMATRENCH HOPE 12• TRENCH DRAIN SYSTEM INSTALL l" J~8.0' SECTIONS PART /820JN 1~6' BOTTOM OUTLET & 2~CLOSEO ENOCAPS 1~12' HEEL PROOF, CALVAN/ZED DUCTILE IRON CRATE ZURN P/2-CHPOE TC=SEE PLAN FL = 45.37 (IN) FL = 45. /J (OUT} 8 INSTALL /0' HOPE 45' ELBOW FL=J8.46 INSTALL TYPE '8-5' CLEANOUT RIM=59.2 FL=52.97 (IN 6; 9 FL=38.J6 (IN 10; FL=38.36 {IN 4' FROM WALL) FL=38.03 (OUT 12; /O INSTALL 12"x 12' CATCH BASIN TC=54.2 FL=52. 71 II INSTALL 12"x 12" CATCH BASIN TG=54.2 FL=5J32 12 UNOERGROUNO DETENTION SEE SHEET 13 /J INSTALL /0' X 4' HOPE TEE FL=38.43 INSTALL 90' HOPE ELBOW 14 INSTALL 6" X 4' HOPE REDUCING TEE • SEE DETAIL ON SHEET 4 FOR BIORETENTION CATCH BASIN DETAIL " INSTALL TRENCH DRAIN FILTER WITH BIOMEO/ACREEN INSERT, CONTACT BIOCLEAN ENVIRONMENTAL FOR AOOmONAL SPECIFICATIONS (160) 433-7640 STORM DRAIN DATA ,NQ. LENGTH REMARKS I 25.5' 6" HOPE O 8.39¾ 2 110.5' 8" HOPE O 0.80¾ 3 3.0' 8" HOPE O I.OX 4 78,6' 8" HOPE (J 10.0% 5 20.1' 6" HOPE (J 0.5¾ 6 111.0' 4" PERFORATED PVC SO FOR P[RVIOUS PAVEMENT SLOPE OF PIPE = RIGHT CURB -SEE PROFILE ON SHEET 8 7 4.8' 6" HOPE O 100.0%. 4" HOPE O /.04¾ -SEE DETAIL ON SHEET 4 8 32.3' 10" HOPE (J 0.5% 9 21.4' 10" HOPE O 0.5¾ 10 122.0' 8" HOPE Q 0.5¾ II 20.0· 4" PERFORATED SUBORAIN Q 1% MIN. 12 4.0'' 4" HOPE Q !% MIN. 13 6. I' 4" HOPE (J 21.3% 14 7.0' 4" HOPE Q 81.0% 15 40.0' 4" PERFORATED SO (J 1% MIN. 16 11.5' 4" PVC SOLID O 2.35% 11 45.0' 4" PERFORATED SO (J 1% MIN. • CONNECT 4" P[RFORA TEO SUBORA/N TO 4" HOPE SO. INSTALL 4" 90' ELBOW .t REDUCING TEE. SEE CONNECTION DETAIL ON SHEET 4. NOTES: I. INSTALL SPLASH BLOCK AT BU/LO/NC 001/NSPOUT -SEE ARCHITECTURAL PLANS FOR CONNECTION DETAILS. 2. [j] /NO/CA TES EASEMENT. SEE SHEET 12. J RIP-RAP PER 0-40, TYPE 2, 4'x 4' PAO, ROCK CLASS = No. 2 BACKING, I.I' THICK, FILTER BLANKET= 1/4" ACCRECATE, 1.0' THICK. 4. PAO ELEVATION IS BASED ON ASSUMED STRUCTURAL SECTION OF 4' CONCRETE SLAB OvER 4' SANO. ADJUST PAO ELEVATION BASED ON STRUCTURAL SECTION SHOl'fN ON ARCHITECTURAL PLANS. 5. SEE ARCHITECTURAL PLANS FOR ALL HAROSCAPE, STEPS, HANDRAILS, DECK ANO TRASH ENCLOSURE DETAILS. 6. SEE SHEET 12 FOR AOOITIONAL ACCESSIBLE PATH. CONTRACTOR TO CONTROL GRADES & /'r/OTHS TO ENSURE COMPLIANCE /'r/TH AOA REQUIREMENTS. 7. CONNECT 4' PERFORATED WALL DRAIN TO 4' HOPE STORM DRAIN 46.8 FL. 8. FOR ROOF ORA/NS, SEE ARCHITECTURAL PLANS FOR FINAL LOCATIONS. NOTIFY ENGINEER OF CHANCES TO PLANS. 9. NO STRUCTURE, FENCE, WALL, TREE, SHRUB, SlfN, OR OTHER OBJECT OvER JO INCHES ABOvE THE STREET LEI/El MAY BE PLACED OR PERMITTED TO ENCROACH /'r/TH/N THE AREA /OENTIFIEO AS A SIGHT DISTANCE CORRIDOR IN ACCORDANCE /'r/TH CITY STANDARD PUBLIC STREET-DESIGN CRITERIA, SECTION 8.8.3 OR AS APPROvEO BY THE CITY ENC/NEER. THE UNOERL YING PROPERTY Ol'fNER SHALL MAINTAIN THIS CONDITION. I SH1EsS I CRADINC PLANS FOR: VISTA LA COSTA APPROVED: zi.-GLEN K. VAN PESKI 1-i,,tL ENGINE ERIN NAGER PE 41204 EXPIRES 3/31 13 DATE 5 /4 /4 JSG DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: SOP 12-01 475-BA CITY APPROVAL RVWD BY: C (Tl :E 0 G') .... ~ ..,I,, ...... (Tl (Tl I 00 )> RIP-RAP - 12" HOP[ STORl,I DRAIN CONCR[T[ H[ADWALL S[[ NOT[ 6 6" n IS/OE V/EWI I I \ 7 12" 20"-6" 1,1/N. 12" HOP[ STORI,{ DRAIN ----__ ';,---sc-i--t-r 22 12" <l <l <l ., I Ri'ONT VIEW I HEADWALL DETAIL NOT TO SCALE \ I \ \: I I \ \ C'OS1Jl\RESOR1 Jl!VD Jj;/J]P f4!JB4 LJJ C'OSTJ.1 GOLF C'OURSE Jl!VD \sp;J \ SI/BlJIV!SION BOIINDARY I 1 ~ I I I I , /'---EXIST. ABANDONED -, / 8" VCP SEWER '/1 PER T.M. 2694-5 I PR/VA TE DRAINAGE & LANDSCAPE EASEM[NT REC. NOVEMBER 20, 2008 AS F /N. 2008-0601586 NOTE .J-STORi tlN/Ts OJ/ER PARA7Nc ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED/FOR HORIZONTAL OR 1/ERTICAL S/JRI/EY CONTROL . " ©2014 O'Day Consultants, Inc. SEE SflEET 5 JJ;/J]P f4!J84 1 , , 42. C~;~~TS \ \ \ \ ""$-·..r·~ "'-,,,, ~ I ,.,.--t,,---___ ,[X!ST. 12'' PVC S[ilfR L--1-~ ~\€) _;f~f: ~~ C-IR DESIGNED BY: DRAWN BY: PROJECT MGR.· ;:1, 'FOR POOL [QIJ/Pl,{[NT N.F. DATE: MAY 2012 J.S. T.G. SCALE: 1" = 1 o· K.H, JOB NO.: 031060 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning .~£. Carlsbad, California 92010 Processing DATE: ;zp,/( 760-931-7700 Surveying Fox: 760-931-8680 KEITH W. HANSEN RCE: 60223 STORM DRAIN BOX DATA @ DESCRIPTION , \ 1 ': £XIS T. PCC-LINED -~ ORA/NAG'£ CHANNEL I INSTALL 8-HOPE 45' ELBOW FL-5264 r, r;J lj Dr .r. ------- Ff.-56,2 AT FIRST FLOOR Ff.-46.2 AT GARAGE PAD= 45.5 AT GARAGE 6 UNITS J-STORY OV[R PARKING SEE SHEET 5 BENCHMARK: DESCRIPTION: CLSB-020 ROD DRIW::N TO REFUSAL W/ CAP MK'o l.S. 6215 LOCATION: 5. 0 FOOT BACK OF CURB ON Tl/£ SOUTI/ SIDE OF LA COSTA A VENUE, 220 FEET WEST OF ROMER/A STREET RECORD FROM: R.O.S. 11211 ELEVATION: 104.25 OATIJM.· N.G. V.O. OF 1929 / o· 2.s· 1 o· ----5 SCALE; 1" = 10' 1 ~\T,7~-r::t::=~[X!ST. 48" RCf'SD \ I ~i ,/ PER TM 2694;-,5 '~ ,\ he CAUTION!.1 20' CONTRACTOR TO VERIFY EYACT LOCATION OF EXISTING IJTILIT/['S IN THE FIELD PRIOR TO CONSTRUCTION 2 INSTALL 18-x /8" CATCH BASIN' TG-54.1 Fl=5248 J INSTALL HEADWALL -SEE DETAIL AT LEFT FL-523 4 INSTALL TYPE 'G-2' C.8. PER SORSO 0-8 & 0-11. 1,100. PER CITY OF CARLSBAD SUSMP. SECTION 4 BIORETENTION FACILITY OUTLET DETAIL. X=J; Y=4; V=41J' JG-58./J Fl= 53.6 (IN 4") FL= 53.4 (OUT 6") ORIFICE DIA. = 0.2' 5 INSTALL !2"x tr CATCH BASIN (£1,1£RGENCY OVERFLOW) 10=58.21 Fl= 53.38 6 INSTALL 12-HOPE 225" ELBOW & C.0. PER SORSD SC-01 FL=Jl. 90 R/l,{=54.2 1 12-HOPE 11.25' BENO & C.O. PER SORS/l SC-01 FL-31.41 R/M-54.0 8 INSTALL TYPE '8-5' CLEANOUT SEE SHEET 5 9 INSTALL 4' HOPE 90' ELBOW' FL-54.74 10 INSTALL ,r HOPE TEE' FL-54.13 ff INSTALL 4' HOPE TEE' FL-53.61 12 INSTALL ,r HOPE 90' ELBOW FL-53.60 INSTALL TYPE 'G-2' C.8. PER SORSO 0-8 &-0-11. 1,100. Will/ CLOSED l,IESH GRATE 13 PER CITY OF CARLSBAD SUSMP, SECTION 4, BIORETENTION FACILITY OUTLET DETAIL. X-J; Y=4; V=9.6J' TG= 52.13 Fl= 43.3 (IN) Fl=43.1 (OUT) ORIFICE DIA= 0.14" 14 INSTALL trx 12• CATCH BASIN (£1,1£RGENCY OVERFLOW) TC-5281 Fl=4J.06 • P. 0. C. TIE DRAIN FROl,I LIGHT WELLS -SEE ARCH. PLANS FOR DETAILS STORM DRAIN DATA NO' LENGTH REMARKS I 14.2' 8" HOPE g 0.52% 2 31.8' 8" HOPE g 0.51% 3 .12.0' 12" HOPE g ✓.50% 4 f,9' 6" HOPE g 1.05% 5 8. I' 6" HOPE g 5.06% 6 25.5 12" HOPE g 0.50% W/WATERT/OHT JOINTS 1 85.7' 12" HOP[ g 0.50% W/WATERTIGHT JOINTS 8 21.8' 12" HOPE g 11.69% W/WATERTIGHT JOINTS 9• 2.J' 4" HOPE g 1 % 1,1/N. 10 51.1' 4" HOPE g 2. 0% fl 10.8' 4" HOPE g 2. 04% 12 26.0' 8" HOPE g 3.19% 13 4.2' 8" HOPE g 1.0% 14 13.0' 4" HOPE g 4X 15 61.4' 4" PERFORATED SUBORAIN 16 12,3' 4" HOPE g 68.3% 11 41.9' 4" PERFORATEO SUBORAIN • CONNECT 4" PERFORATED SUBORAIN TO 4" HOP£ SO. INSTALL 4" 90' ELBOW &-REOUCINO TE£. SEE CONNECTION DETAIL SHEET 4. NOTES: 1. PAO ELEVA 1/0N IS BASED ON ASSUMED STRUCTURAL SECTION OF 4' CONCRETE SLAB OVER 4• SANO. AOJ/JST PAO ELEVATION BASED ON STRUCTURAL SECTION SHOIIN ON ARCH/TECTIJRAL PLANS. 2 IT] /NO/CATES EASEl,IENT. SEE SHEETS 3 &-12 J. SEE ARCHITECTIJRAL PLANS FOR All HAROSCAPE, STEPS, HANDRAILS, /JECK ANO TRASH ENCLOSURE OETAILS. 4. SLEEVE 4' WALL ORAIN Tl/ROUGH WALL 45.40 Fl. CONNECT TO 4' HOPE SOLID. 5. SEE SHEET 12 FOR ADDITIONAL ACCESSIBLE PA Tl/. CONTRACTOR TO CONTROL GRADES &- WIOTIIS TO ENSURE COMPLIANCE Will/ ADA REQ/JIREl,IENTS. 6. RIP-RAP PER 0-40, TYPE 2, 4'x 4' PAO, ROCK CLASS = No. 2 BACK/NC, 1. 1' THICK, FILTER BLANKET= 1/4" AGGREGATE, 1.0' 111/CK. 1. 20' SEM:R EASEMENT TO llftJ REC. J/JNE 2, 2008 F /N 2008-0295020. 8. FOR ROOF ORA/NS, SE£ ARCHITECTIJRAL PLANS FOR FINAL LOCATIONS. NOTIFY ENGINEER OF ANY CHANGES. 9. CONNECT 4• PERFORATED WALL ORAIN TO 4' HOPE SOLID STORI,{ DRAIN, 51.82 Fl. 10. INSTALL SPLASH BLOCK AT BUILDING 001/NSPOUT -SEE ARCHITECTIJRAL PLANS FOR CONNECTION DETAILS. 11. FOR RETAINING WALL PROFILES, SEE SHEET 14, SEE DETAILS & NOTES ON SHEET 15. REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION Bl ORE TENTION AREA I BIORETENTION AREA 3 QUANTITY 600 SF 960 SF "AS-BUILT " ~ ,.,~L~::____,_ P.~. l',PZZ3 EXP. ~/u,,1 .. Re~::::::=::::__ INSPECTOR DATE _?,;;rits p~ l---l--+-------------j----t---i---t----1 I SH6EET I CITY OF CARLSBAD I SH1E5ETS I ~:::::::::::::::''.-===~E=N::::G=IN::::E::::ER=l=N=G=D=E=P=A=RT=M=E=N=T==:::'._':==~ GRADING PLANS FOR: WSTA LA COSTA APPROVED21 = -GLEN K. VAN PESKI 1 •Zf., /S ENGINEERING ANAGER PE 41204 EXPIRES 3 31 13 DATE DATE INITIAL ENGINEER OF WORK REPLACES SHEET SIGN[ll 10 OJ '.2012 REVISION DESCRIPTION 5 14 14 JSG DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: SOP 12-01 475-8A OTHER APPROVAL CITY APPROVAL RVWD BY: G.\OJ1060\/\~~uilt 14l20J\0560/\G06 N;Ldw~ De,.; 2\j, 2014 t0:45urn Xrefs: 0.3601\G; 0360 IP0I; 0360/\MAf'; 03607IJ IL: 0360ACflD; 0.3601\SI IE; 03601\U IL; 0,5601\N; 0.360,J~06 I I I - ' -----:1 ----:::- -~L -- 1 --_( __ : _, __:___:_ --1------ -- ' ; ... I . ---- ---,-- 1 --- 1----1-- -' -------- - -1----- _-__[ --- 1 ' - . . .. -r----' - . . . : .... ·. -~-- --,------ ' ·; --; ' . ·. . .... , .... --------;:-,------;---------;-___ ...:_ --- _: I· ----. : ... ·. --------• •• . I .. -- --· ---- --+----+-----, ··--=---.-------,---~~ --1-'' :· 1·---.,.····· ,.... l;)j - ---, --__ -__ -,_ ~l-s::, .. ,, ... :. ~ -------.----: --... ----- --r----------------- - - - -I 16. 7' r CU!fB V(lRt. -----S.Ef(AJ . _._,. '·: -----r----- - ------ ------- - - --- .. ""t·· ------ ---r-- .• --1----;- ' ·, ,, ' I. ----· -----;· --- ' ··--' - __ · --..:...:. 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' . .. , -- ' - ' - ----- I I --_1--~ ·· .. : ----_·, --- -:-~ ~--~' ' - - - : ' '"~~/~~~ -------_----~' >,i-, __ I __ ;;~Ji-;J;,tf~,:::'--~C-~-,' --~.z~7Er_~1iilq~ = ~~I ----·=1:if-rs-~fi;;;'~~,; ' ~ -:/r=,y;;r;~~,f1Cf; -,-c_ - 5r-~~ -_ ,----,-= =~-8-~~r~~ -~-,fqr= _' -~~: : I r)-, ,5t: -j ' ~--_--c-9.pg•~ _, ~ '. ''?'"-,:---,---Ii -1-, -551(--:--1--, ' . --£/: ~'":,-~ ~ ---• ___ -_ i---/ --•------_:_ -- I - I ' ' CR/NO & I 1/2' A.C. O~RlAY EXIST. A.C. i'l1 __,,.,----, ~v;_s'± 12· INSTALL 4" AC O~R 4" APPROVED BASE' REMO~ EXIST 6" CURB, CIJTTER ANO S/OEWAlK -_,.. --- ' Pl J,3% ~'/)/)&7>»~ "-1.5• PCC O~R 6" AGCREGA TE BASE SAWCUT SECT/ONYf~ NOT TO SCALE !:::!!). NOTE: SEE CITY OF CARLSBAD owe. CS-20 FOR AOO/l/ONAl SPECIF/CATIONS ' TO BE ~RIFIEO IN THE FIELD BY THE R-VALUE TEST. -- ··.::· I ---. "'", I I -· -I. - CENTERLINE DATA ;NO DELTA/BEARING RADIUS LENGTH I N 22'49'09" W -----31.77' 2 L1: 10'49'01" 72.00' 13.59' /4 ' CURB DATA ' (_NOJ DELTA/BEARING RADIUS LENGTH REMARKS 1 L1: 43'09'35" 20.00' 15.07' 6" TYPE "1:;" CURB 2 L1: 43'43'08" 20.00' 15.26' " . 3 L,-54•53•37• 20.00' 19.16' 6" TYPE "c" CURB 4 6= 87'54'30" 20.00' 30.69' 6" TYPE "G" CIJRB &-CIJTTER' ~EE PLAN FOR TRANSITIONS AT RAMP o' 10· -----~ ~--5~-~i;;;.--~20' ----- SCALE: 1' = 10' NOTES: WA T£R IMPROVEMENTS -SEE SHEET No. 9 DEMOL/llON & REMOVAL -SEE SHEET No. 9 SEWER IMPROVEMENTS -SEE SHEET No. 10 "AS-BUILT J:4?/ " /, TRANS/l/ON FROM 6' TO 0" CURB / I - -- ' CAUTION// P.E. ~ZZ3 EXP.-r/M.d'- /1 1/-//-----------t %;JtJi)j6-;? ···--CONTRACTOR TO VERIFY EXACT LOCATION OF EXIST/NC IJTILITIES IN THE FIELD PRIOR TO CONSTRUCTION INSPECTOR _fi;r DTE PRIVATE DRIVEWAY '8' & DRIVE ~' 1-----t--+-------------t-----t----t----t--J I SH7EET I CITY OF CARLSBAD I SH1E5ETS I ::=:::::::::=:='-':::::=:::::::::E:::N:::G:::IN::E:::ER:::l:::NG:::=D:::E:::P::A:::RT:::M:::E:::N:::T==::,_'.:;=::;::::~ GRADING PLANS FOR: NOTE ELECTRONIC OATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2014 O'Doy Consultants, Inc. SCALE· I' = 10' 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying DESIGNED BY: ~N-~F·~- DRAWN BY: J.S. LG. PROJECT MGR.· K.H. ENGINEER OF WORK: 4rL KEITH W. HANSEN DATE: MAY 2012 SCALE: 1 • = 10' JOB NO.: 031060 DATE:/ZPo//f RCE: 60223 BENCHMARK: DESCRIPTION: ClSB-020 ROD ORl~N TO REFUSAL W/ CAP MKiJ LS. 6215 LOCATION: 5.0 FOOT BACK OF CURB ON THE SOU TH SIDE OF LA COSTA A ~NU£, 220 FEET iiEST OF ROMER/A STREET RE CORO FROM: R. 0. S. 17271 ELEVATION: 104.25 DATUM: N.C.V.O. OF 1929 !?/_~In Kwl/ I'S\ r-DATE INITIAL AS-BUILT /?£ftltCE..S .Sil!XT j/f;#t/J 10/&/ It. DATE INJTJAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL V. \OJl060\Asuu,lt 14120J\OJ60AGO/ AB.<lH~ ll~c JO, 2014 9.1.lum Xrefs: OJ60ACRD; O.l601POI; OJOOAMAP; OJ50AG; 0360AUIL; 0360ASHE; Q.l60flPfW; 03607UIL; OJ60APRO-AB; OJ60AC07 A WSTA LA COSTA PRIVATE DRIVEWAYS APPROVED:// 1 ,_,,-, GLEN K. VAN PESKI ==~/_,~/1..~,I-X'"-'""~¥-=-c-==c-=-;= I , Z-6 • I 5 ENGINEERING/MANAGE PE 41204 EXPIRES 3/31/13 DATE OWN BY: "" /'I{: PROJECT NO. DRAWING NO, CHKD BY: __ _ RVWD BY: SOP 12-01 475-8A . --·--·~, ·-----.a;•-- • ' - l ·1 I. ' ,1 \ C ...... :e ' j 0 G) l """ ~ ' ' • ,, _, I I ....It, . -....... ---u, (J1 I 00 )> +-+--+--- - -,,. ~ .. ······· ~· --1!: .. . ~ ·.~~ ~~·. -->-., .. ~~··· :. ·:~ s;~·· ... ~~.-. - ------ -f!!c, .. :u . ct f'.,, t-.-~ --.. -'-'. . •. •'-' :z ~-- NOTE ELECTRONIC OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SUR'IEY CONTROL ©2014 0'0ay Consultants, Inc. 10+00 I ... , . R ~ . . ·' •,.; IR! °'l = ,JR. VAi Di I '£ Al ' .. 10+50 s,1LE·[ttt:: F ~},' UNDERGROUND PARKING GARAGE BUILDING J FF= 46.20 £%!ST. 8" YCP S£11'£R 11+00 -.•, 5' i;: E S /I = II ,f0.?_9 w tv = :,s.r, o, -9.6.i"" . = 00. -- -- ---- ' 11+50 PLAN-PR/VAT£ DRIVE fl I SCALE: I' = 20' 2710 Loker Avenue West Suite 100 Carlsbod, California 92010 760-931-7700 Foxe 760-931-8680 ·• -.. [.•.··· ••. •· .. •ti.CC·'·•·. n ; ' ' ;! ;. . ', ' ,y Civil Engineering Planning Processing Surveying -C--+--+-- - -----·-- • I ····· ~·.·•· ·r···•·· -. - --e-----1--e--e--1 . -CC: -f -:C • • ••• -+--+--+---+-,-•• 1J. --~ ••... . - ----------- - -----------· --f--+--+--+-- - ---- . . --------- -- 16.55' '-+--+-- ... --· - - . . -------- CENTERLINE DATA CURB DATA o' 10 40' SCALE: 1" = 20' DESIGNED BY: ~N-~F·~-DATE: MAY 2012 DRAWN BY: -~J=.S=. _T~.G=· _ SCALE: 1 • -20' PROJECT MGR.· K.H. JOB NO.: 031060 ENGINEER OF WORK: -~k-KEITH W. HANSEN RCE: 60223 (NO) DELTA/BEARING RADIUS LENGTH (NO) DELTA/BEARING RADIUS LENGTH REMARKS I N 22°49'09" W 2 L1 = 10°49'01" 3 N 33°38'1 O" W 4 L1 = 10"33'28" 5 N 23°04'42" W 6 L1 = 79()26'33" 4' GARAGE TF= 50.00 5% ~ BENCHMARK: DESCRIPTION: CLSB-020 ROD DRIVEN TO REFUSAL W/ CAP MK'o LS. 0215 LOCATION: 5.0 FOOT BACK OF CURB ON THE SOUTH SIDE OF LA COSTA A VENUE, 220 FEET WEST OF ROMER/A STREET RECORD FROM: R.O.S. 17271 ELEVATION: 104.25 DATUM: N.G.V.D. OF 1929 - -----31.17' I N 33°38'10" W ----41.75' TYPE '0-1' C/JRB 12.00' 13.59' 2 L1 = 62°52'57" 5.00' 5.49' " " -----53.41' 3 LI = 38°54'4611 5.00' 3.40' TYPE 'G-1' CURB (I" CURB) 42.00' 7.74' 4 L1 = 78°50'37" 26.00' 35.18' " " -----fo.51' 5 L1 ::: 79°2613311 2.00' 2.17' TYPE 'G-2' CURB &-GUTTER 14.00' 19.41' 6 N 23°04'42" W ----16.51' " " 7 L1 = 10°33128'1 30.00' 5.53' " " 8 N 33°38'10" w ----53.41' " " 9 L1 = 05°46'46" 84.00' 8.47' " " ,--BIJILDING LIN£ I 2.91' B/JILDING I . (FIRST FLOOR} ·"' FF= 60.00 ~ §;: "' I:,! /3' ~ TRANSITION IN §;: <>:: t /JNO£RGRO/JNO ~ PARKING GARAGE t ., ~ SE£ ARCH. PLANS <5 ;:i; ... "' FOR DETAILS -"' -... 2% ... 3.56% - l SECTION I I - SCALE: I' = 6' CAUTION!! CONTRACTOR TO VERIFY EXACT LOCATION OF EXIST/NO UTILITIES IN TH£ FIELD PRIOR TO CONSTRUCTION 1/Viild l<WH & AS-BUILT /?E.Pl.lra.S s;lar .SI~ /0/3//Z DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL V:\QJ1060\i\~buill 141lOJ\0J60AG0tl-/\E.l.dwy U~c 29, 2014 1\:J0am Xrafs: 0360AG: 03601\GRD: 0360rP01: 03601\f.!AP: 03607Ull: OJ60AUIL; 0360ASIIE; 03601\PRO; 1360/\-Bu~emenl-Gor; OJ60M-'IW AB; OJ60AGOB : I DATE INITIAL CITY APPROVAL . ' -~L - ' .. ' -~ - [ l ~i . . <i'; ;-=-it,~ 1l:l ~ 'ij. ~ . ~ hi !'i . ~ ... .., ----- NOTES: I. FOR WATER IMPROVEMENTS, SE£ SHEET 9 2. FOR PR/VA TE STORM DRAIN PLANS, SE£ SHEETS 5 ~ o J. FOR SEWER IMPROVEMENTS, SE£ SHEET 10 "AS-BUILT ,, -~* /./{,. 1z/~I P.E. ~Z.Z3 EXP .• ~3'l'.'[~ / I DATE UYd /. f/i Ii/~ INSPECTOR' ' 2!4itF-ATE I SHaET I CITY OF CARLSBAD I SH{ss I ENGINEERING DEPARTMENT GRADING PLANS FOR: v1STA LA COSTA " P.~IVAT[ DRIV[ '.4 ' .,. . APPROVED://. _ }jJ)J GLEN K. VAN PESKI ' 1, i,, IL ENGINEERING J,.fANAGER PE 41204 EXPIRES 3/31/13 DATE DWN BY: ' .,, PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: SOP 12-01 475-8A \ ' \ I ' ', . ·-- / C . :e 00 G') a~ ..I, ..... . CJ'I CJ'I I 00 )> I NOT£ I I I I I I I I I I I I I I ELECTRONIC DA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ©2014 O'Doy Consultants, Inc, % s.: I '<i ~I f', ;::; I l I --- I PLAN -WATER IMPROVEMENTS SCALE· I• = 10' BENCHMARK: C~/!?ft?T S DESIGNED BY: N.F. DATE: MAY 2012 DESCRIPTION: CLSB-020 ROD DR/YEN TO REFUSAL DRAWN BY: J.S. T.G. SCALE: 1" -10' W/ CAP MK'/) LS. 6215 PROJECT MGR.· K.H. JOB NO.: 031060 LOCATION: 5.0 FOOT BACK OF CURB ON THE SOUTH SIDE OF LA COSTA 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: A vENUE, 220 FEET WEST OF ROMER/A STREET Suite 1 00 Planning ~,l Carlsbad, California 92010 Processing DATE: 1,1µ~,/ RECORD FROM: R.O.S. 17271 760-931-7700 Surveying Fox: 760-931-8680 KEITH W. 1-WlSEN RCE: 60223 ELEVATION: 104,25 DATUM: N.C. V.D. OF 1929 \\ - 10' 5' 20' SCALE: 1" = 10' A VSECTION fl-A: A • SEE BELOW~ t R/W ~ R_VW/W-,---~ .____~--- ~METER BOX--.._ (TYP) ,,-;,--F,ORD C84-440 ~-/" COPPER SERVICE_...,,..-_ A:::::.----FORD Y21-247 (FORD) c81-440 Ln~-FoRo r11-111 _,.--+-\-''1"\\FoRo cF Jt-11 TYP. 12" M/. . FORD CF Jl-77 12" MIN. 2" ANGLE 2• ANGLE I l 8" cgoo Pvc----f METER 2· s;•rR"'~r -W/ VALW BOX 2" SERVICE -STOP c, rn,c & COVER BACK OF l METER STOP BACK OF SIDEWALK A SIDEWALK FORD C84-440 DETAIL-Y/1-474 MANIFOLD NOT TO SCALE A DETAIL-Y21-247 MANIFOLD SCALE· /' = /0' 4.5' R/W SIDEWALK~ ---1 r---12" MIN. I 8" C900 PI-C ---I W/ VALVE BOX & COVER 2" ANGLE METER STOP ~METER BOX (TYP) FORD C84-440 FORD Y/1-474 OR Y21-247 FORD CF Jl-77 SECTION A-A NOT TO SCALE NOTES FOR 2" WATER SERVICE I. INSTALL 2" COPPER SERVICE PIPE AND 2" ANGLE METER STOP PER W-4. ANGLE STOP SHALL BE LOCATED 12" MIN BEHIND SIDEWALK, JO" BELOW FINISH GRAD£ CONTRACTOR TO VERIFY CAS LINE FOR EXACT LOCATION. 2. INSTALL MULTI SERVICE WYE (Y/1-474 OR Y21-241) WITH BRONZE METER FLANGE CF Jl-77 ANO !"COMP x MIP ADAPTER C84-440. J. INSTALL VAL VE BOX ANO COVER WITH 8" PVC WELL CASI NC PER W-1 J OWR ANGLE METER STOP. 4. INSTALL I" SOFT COPPER SERVICE CONNECTION WITH /" ANGLE METER STOP AND METER BOX ANO COVER PER W-J. METER BOXES TO BE INSIDE R/CHT- OF-WAY WITH 6" MINIMUM SPACING BETWEEN BOXES. 5. INSTALL ZINC ANODE AND CONNECTORS PER W-25. SURFACE IMPROI/EMENTS FOR DR/I/EWA Y.S' -SEE SHEET No. 7 S[l',cR IMPROI/EMENTS -SEE SHEET No. 10 NOTE CONTRACTOR TO VERIFY EXIST/NC CAS LINE LOCATION PRIOR TO CONSTRUCTION. MAINTAIN 18" MIN. CLEAR FOR WATER FACILITIES. CAUTION!! CONTRACTOR TO VERIFY EXACT LOCATION OF EXIST/NC UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION }!&114 }(J./µ & AS-BUILT RL!UtC£.S Sila:T .st~-1> 7 !i] 1,J 6/16/14 KWH 12\ ADD WATER SERVICES MANIFOLDS THIS SHEET REPLACES SHEET 9 APPROVED ON IO/J/12 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION r;, \UJ106U\Asbuill 14 l20J\OJ60AGU9-AB.dv,y D<!c JO, 2014 9. UOurn Xfijfo: UJ60AUIL; 0J/.iUAG, 0J6UA~lt:, 0Jti0lf-'01: 0J6U/UIL UJ60AMAP 7/14/14 JSC OATE INITIAL OATE INITIAL OTHER APPROVAL CITY APPROVAL "AS-BUILT " -~L _l?&e/ P.E.~.U.3 EXP.~/40&_ DATE , zw~z.L!_ '--:) ~,C_ ~., 1,// --INSPECTOR I SHgET I CITY OF CARLSBAD I SH1E5S I ENGINEERING DEPARTMENT GRADING PLANS FOR: v?SlA LA COSlA WATER IMPROV£M£NTS & DEMOLITION Pl.ANS APPROVEDZJ,J.). w GLEN K. VAN PESKI l' 2-6' 15 ENGINEERINVMANAGER PE 41204 EXPIRES 3/31/13 DATE DWN BY: "" PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: SOP 12-01 475-8A /l l / .J __ ........ : ,_; __ :.,.1,.,.. MANHOLE FRAME ·--, G. ___ , -, -, ._ .... ,, ,,,.,,, ROUT ,.,,,.,..,.,,,.,,,, -,'.,,-••,.,.-•,~_,-:,,-••.,,_,, - V -I,.,,. <1 ,' A I ... 1• , <I , I 1, t> -J p I ,I "' , ~ I 17 ' t> NOTES• h I MANHOLE HOLE COVER 19Y ADHESIVE SYSTEM 2' x 2' ANGLE STRIP I' \./ELD STRIP AMER PLATE T-LOCK !, 2' x 2' ANGLE STRIP TO BE A TT ACHED TD MANHOLE FRAME USING 19Y ADHESIVE PRIDR TD SETTING FRAME, II II 11 1111" Ameron Protective Linings Division TERMINATION OF LINING AT MANHOLE FRAME o· s· 20· ----10' 40' SCALE: 1 ' = 20' T-LOCK LINING REPAIR METHODS REPAIRING SAIAL.L HOLES. CUTS. ANO TIE-ROD HOLES. I. SIMJ.L HOLES OR CUTS IN THE T-LOCK UNER CAN NOR/Ml.LY BE PATCHED BY WELDING A PIECE OF FIAT WELD STRIP OVER THE HOLE OR CUT. USE I-INCH FIAT WELD STRIP FOR PATCHING NAIL HOLES ANO curs. USE 2-INCH FIAT WELD STRIP FOR TIE-ROD HOLES OR /ARGER HOLES THAT I-INCH WIDE WILL NOT COVER. TO INSURE PROPER COVERAGE THE WIDTH OF THE WELD STRIP MUST BE AT LEAST 1/2 INCH GREATER THAT THE WIDTH OF THE HOLE TO BE PATCHED. 2. THE PROCEDURE FOR PATCHING SMALL HOLES IS AS FOLLOWS: A} START WELDING ABOUT I INCH BEFORE THE HOLE. CONTINUE WELDING OVER THE HOLE, CENTERING THE WELD STRIP OVER THE HOLE AS CLOSELY AS PRACTICAL. BJ WELD ABOUT I INCH BEYOND THE ENO OF THE HOLE ANO TRIM THE WELD STRIP. WHEN TRIMMING THE WELD STRIP, BE CAREFUL NOT TO CUT THE UNDERLYING SHEET. REPAIRING /ARGE HOLES ANO DAMAGED AREAS I. /ARGE HOLES ANO DAMAGED AREAS CAN BE REPAIRED BY CAREFULLY CUTTING our THE DAMAGED SHEET, INSTALLING A NEW PIECE OF LINER TO FILL THE VOID ANO WELDING THE SEAM WITH I -INCH WELD STRIP. THE PROCEDURE FOR REPAIRING /ARGE HOLES IS AS FOLLOWS: A} USING A SHARP KNIFE, cur AWAY ANY LOOSE OR DAMAGED T-LOCK LINER. 8) CUT A PIECE OF PLAIN SHEET SO T/-14T IT COMPLETELY COVERS THE VOID AREA. THE REPAIR PIECE MUST BE AT LEAST EQUAL IN THE THICKNESS TO THE EXISTING LINER ANO MUST BE BUTT OR /AP WELDED TO THE EXISTING LINER. C} ATTACH THE REPAIR PIECE TO THE SUBSTRATE AT THE VOID AREA USING T-LOCK UNER 19Y ADHESIVE SYSTEM. 0) WELD THE SEAM BETWEEN THE EXISTING T-LOCK LINER ANO THE REPAIR PIECE !JS/NG I-INCH WIDE WELD STRIP. E} P/ACING FIAT WELD STRIPS SIOE-BY-SIOE TO PATCH /ARGER HOLES IS NOT RECOMMENDED. F} PATCH MATERIAL DOES NOT NECESSARILY HAVE TO BE SQUARE OR RECTANGU/AR, OVAL OR ROUND PATCH MATERIAL MAY BE USED. ©2014 O'Dqy Consultants, Inc. REV A /Jf/1.76 E,l7sr ,11_ .If. I0-/857 NOTE ELECTRONIC OATA FILES AR£ FOR R£F£R£NC£ ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL J 1-- 1 I ---------- -------------------- ll -~ 11· \ t\~ ;,,.-_ ,: _-.~~ .. --Pf/Bl--· "RlFER. ssr--r5r~r-1 ·1 --+--.-_-"-___ ._-F--'-1 - ------•-• --__ r•----- 1 ------------- - I -i --------r - I --f --_ I -• •r -I I ---l-----ll - +-+-----+-.--: J~ : -• _ _ _ _ __ .. --T • I - 16, 18 F,f { ?CfOO CCfPO P/4 "'@v.4/i. ----r· , •. i . .--= =-.---.,--_.---- -·•r - ---·1 --•--f---f---+---+---i-r·-. --II - --t \ __ _ ---I I --t -- WARNING!! EXISTING 1.5" HIGH PRESSURE GAS LIN£ SURFACE IMPROVEMENTS FOR DRIVEWAYS -SEE SHEETS 4 & ff WATER LATERALS & ARE SERVICES -SEE SHEET No, 5 IMPROVEMENTS FOR EXIST. SEWER & SEWER LATERALS PER LWD DWG. C-IR & C-2R BUILD/NC 2 CARACE Ff= 46.20 POOL AREA PLAN -PR/VA TE SEWER LATERALS SCALE· I'= 20' BENCHMARK: C~/~~TS DESIGNED BY: N.F. DATE: MAY 2012 DESCRIPrtON: CLSB-020 ROD OR/VEN TO REFUSAL 1 .. -20' DRAWN BY: J.S, T.G, SCALE: W/ CAP MK'o LS. 6215 PROJECT MGR.· K,H, JOB NO.: 031060 LOCATION: 5.0 FOOT BACK OF CURB ON THE SOUTH SIDE OF LA COSTA 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: A V£NUE, 220 FEET M:ST OF ROMER/A STREET Suite 100 Planning ~t Carlsbad, California 92010 Processing DATE: tz/.H/1¥ RECORD FROM: R.O.S. 17271 760-931-7700 Surveying ELEVATION: 104.25 DATUM.· N.G.V.O. OF l!/29 Fox: 760-931-8680 KEITH W. HANSEN RCE: 60223 l0+00.00 EXIST. MH 10-0570 "" \ \ ___/, \ SEWER DATA DELTA BEARING RADIUS LENGTH DESCRIPTION I 2 J N 64'26'46" E N 70'41'47" E N 2/'JJ'4J' W 15.94' 45. 79' /9.94' 6' PVC SEWER SOR J5 PER LIIO S 17 N • N • NOTE: CONNECT/ON OF 4• PVC SOR-J5 SEWER TO EXIST/NG 12" C900 CL 200 SE!lf:R PER LIIO SPECIFICATIONS. CONTRACTOR SHALL PROffOE SUBMITTALS FOR LIIO REVIEW PRIOR TO CONSTRUCT/ON. EXISTING SEWER LATERAL TABLE STREET LATERAL FINISH 1wi1i1 BLOG STATION OF INVERT = NO. LATERAL AT MAIN LENGTH DROP TO ELEV. LATERAL GROUND OF MAIN J EXIST SLOPE % ELEV. AT MAIN IE LATERAL PLUG IE AT PLUG 1 I l2+18.66 41.22 10.06' 1.4' 42.82 2.0 55.2 2 2 'J l2+40.26 41.0J 3.00' 1.4' 42.49 2.0 5/,2 SEWER LA TERAL STREET 1wi1i1 BLDG STATION OF INVERT = NO. LATERAL AT MAIN LENGTH DROP TO LATERAL ELEV. AT CO IE LATERAL GROUND OF MAIN SLOPE % ELEV. AT MAIN IE LATERAL AT CO 3 I 11+76.69 40.71 8.Jt' 1.4' 42.28 2.0 4 2 'J 11+70.41 4. J.96' 1.4' 4 .I .0 5 I l2+09.00 40.89 14.10' 1.4' 46.00 29.2 6 2 11+89,00 40.79 4.97' 1.4 42.20 2.0 46.25 SEM:R LATERAL FOR EMERGENCY 01/ERFLOW IN UNDERGROUND PARKING GARAGE REFER TOIT]&IT]ABOJ.f. NOTES: I. SEE GRADING PLAN, SHEETS 5 & 6 FOR SURFACE IMPROVEMENTS ANO STORM DRAIN. 2. SEM:R EASEMENT TO L. W.0. REC. JUNE 2, 2008 AS F ,IN 2008-0295020 J. SEM:R EASEMENT TO L. W.O. REC. JULY 7, 2008 DEPTH BELOW PAD UPSTREAM BACKWATER FG ELEV. MH RIM VAI..VE REMARKS FG TO IE FT. ELEV, REQ'D 12.4' 49.J 55.10 YES 6' C900 CL200 PVC SEl'IER 8.7' 45.5 52.96 YES 6" C900 CL200 Pvt' SEl'IER TABLE DEPTH BELOW PAD UPSTREAM BACKWATER CO ELEV. MH RIM VAi.. VE REMARKS CO TO IE FT. ELEV. REQ'O 5.28' 4.24' J.J6' YES 3.05' 45.5 52.96 YES 4" PVC SORJ5 FOR RESIDENT/AL USES, "AS-BUILT " ~L AS F ,IN 2008-0J60878 __L<!ee,_al I h P.E,{p()U3 EXP,_ ~,,1i0~ DATE } CAUTION!.1 CONTRACTOR TO VERIFY EXACT LOCATION OF EXIST/NG R~{l/ai ) uµri,1c UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION '[// '/t,' • INSPECTO D)I.TE ~ CITY OF CARLSBAD I SH1E5ETS I 1---1---+----------------j---f----+----+---l LJQ_J ENGINEERING DEPARTMENT 1-------1--+------------------+---t----f----+---1 GPADING PLANS FOR: WSTA LA COSTA SEWER IMPROVEMENT PLANS APPROVED·~ GLEN K, VAN PESKI AS-BUILT :R/:i'LACE.6 .S!lt:er 61"'1!/J S 1'/ /'( V I, z,, I ~ l----"'-=_;:;-c::'"C'="',___L __ +--fLL'j,1t:T~11.--"'E1w~sEt1s11011.t'Ef;r1;,fNfr,,;:a"'wZ,if'J{;==::::.::~:~~~~~;~~~~:~~~~~~;;;;;~:;;~ ENGINEERING • ANAGER · PE 41204 EXPIRES 3/31/13 DATE 1---l-----l---__:::RE,::_"A:::.U_:_cC:_::_'E__:S:_::H.'E,='E_:___T.::S1c::GN,c:'E,:::_O___cac_:w-',C:,O/c.::JLV2:.:0cc12:__ ___ l---_-+ __ +=5LVcc14/.LICC4+-=J.-=-'SC'-c-l no;wmN~B~Y:=: urmcu==~P~R~OJiJE~C~T~N~0~.=7fDjDR~A~W~IN~G~Niiilo. OATE INITIAL OATE INITIAL OATE INITIAL CHKD BY ENGINEER oF woRK REVISION DESCRIPTION oTHER APPRovAL cITY APPROVAL Rvwo s/---SOP 12-0 ! 475-8A G:\OJ1060\AstJuill 141:WJ\OJ60AGIO All.(lwg lJec .JO, 2014 9:0/IJm X,d,;: 0.l60AUIL; 0J6fJAG; 0J60AMAP; Q.J60ASlll; 0J601P01; 0,fo()AJ-'IW; 0J60Al,ji,lJ; 0J60/UIL: 0J60APllO-A\J; 0J60AG10 -I -j _,)' ~ \ ' ' ' / / C -:E OG) 0 ,S:I,, .......... -(J1 (J1 &:, )> i ,, ------- Lor 1 J/iqp ' !Vo, 79/,, - ©2014 Q'Day Consultants, Inc;;. I I I I -- - NOTE LA SIJOO!VIS/0,V 80//NDARY - ELECmONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL I ·--·.--:. '". -.. .,,. ,.·.,,_,,·····, .,, .. ... ,'":"--cc:·-' CAVllON II I . __ _ £r1s11,vc II/CH :;,RESS. -- VRE G4S PIPE !.!NE c~~f!7,s 2710 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fax: 760-931-8680 ,7 NOTE: r 1/2" RADIUS LEGEND: \_ SIGN TO BE CENTERED :t:~~~~~~g~ /fl-I/TE LETTERS AT THE INTERIOR ENO fM>I PERVIOUS CONCRETE' OF PARK/NC SPACE ----~~~m:~@ SEE 0El4/l THIS SHEET -I AREA OF SIGN TO BE BLUE BACKGROUND -----A MIN. OF 70 SQ. IN. • l : ·. I 7 (/Z" PORTLAND CEMENT \: .. _ $! ltl-llTE S'tMBOl CO. 'CRETE PAVEME'jf' 12' NATIVE COMPACTED TO 95. All INTERIOR WAlKWA YS TO BE 4 • THICK 20' VAN ACCESSIBLE SIGN ~ TO BE ADDEO ltl-lERE REQUIRED PORTLAND CEMENT CONCRETE, UNLESS OTHERWISE NOTED TRENCH RESURFACING -----80' MIN. FOR FREE STANO/NC & J6" MIN. FOR WALL MOUN TEO. TO TOP OF WALK/NC SURFACE w~1m /\tt~~!IID!E I J/4" x I J/4" SQ. CALV. STl. I,,' .j W& PER CITY STD. CS-25, 26 &-27 - SEE NOT£ /Jb DESIGNED BY: N.F. DATE: MAY 2012 DRAWN BY: J.S. T.G. SCALE: 1 • = 20' PROJECT MGR.· K.H. JOB NO.: 031060 ENGINEER OF WORK: /4?f-.. DATE: 1z/~J.ii KEITH W. HANrn RCE: 60223 40' C''P' !J u r ---- TUBE TO BE PR/MEO ANO PAINTED. _ ____::L,__~,:i=1~~~--(COLOR BY ARCH.} ·' .. ·~ . ~ .. OFTAIL -ACCFSSIBLF SIGN DFTAIL NOT TO SCALE ,,. . ~ "',,, , ~!' NON-WOVEN GEOTEXTILE ,',_'\ ' ;:;; (MIRAFI I 60 N OR £QUIVAL£NT} 6" PERVIOUS CONCRETE OVER 4" AB (f' DIA, MIN,) OVER SUBGRAOE COMPACTED TO 95% TO 8£ VERIFIED IN Ii" OPEN GRADED GRAVEL FIELD BY R-VALUE TEST (2"-J" CRUSHED AGREGATE) DFTAIL -PFRVIOUS CONCRFTF NOT TO SCALE NOTES: I. SEE LANDSCAPE PLANS FOR SIOEWAlKS/ilAROSCAP£ 2. DASHED LINE INDICATES 4' MIN. IIIOE ACCESSIBLE PATHWAY FROM PUBLIC RIGHT-OF-WAY TO BU/lOINCS ANO ONS/TE FACILITIES. CONTRACTOR TO CONmOl GRADES & 1110 THS TO ENSURE COMPLIANCE 111TH ADA REQUIREMENTS. J. CURB SHALL HA VE THE WORDS "NO PARK/NC FIRE LANE" PAINTED, UPON THEIR HORIZONTAL ANO VERTICAL SURFACES AT INTERVALS OF NOT MORE THAN TWENTY-FIVE FEET. LETTERS SHALL BE OF BLOCK smE, MINIMUM 5• IN HEIGHT 111TH A STROKE OF NOT LESS THAN J/4' ANO SHALL BE /fl-I/TE ON A RED BACKGROUND. THE BACKGROUND SHALL EXTEND AT LEAST 6" BEYOND THE FIRST ANO LAST LETTERS OF THE TEXT. ACCESSIBLE PATHWAY-SEE NOTE 2 • AS RECOMMENDED IN LIMITED CEOTECHNICAl INVEST/CATION FOR VISTA lA COSTA RESIDENT/Al OEVElOPMENT, DA TEO MARCH 2, 2012 ANO LETTER DATED MAY JI, 2012 BY EAST COUNTY SOIL CONSUL TA 1/0N ANO ENC/NEERING, INC. SIGNING AND STRIPING NOTES I. THE CONmACTOR IS RESPONSIBLE FOR INSTAlLA 1/0N OF All SIGN/NC ANO Sm/PINC. 2. ALL SIGNING, Sm/PINC ANO PAVEMENT MARKINGS SHAU CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONmOL DEVICES (FHWA 's MUTCO 2003 REVISION I, AS AMENDED FOR USE IN CALIFORNIA), THE CAL mANS STANDARD SPECIF/CATIONS (2006 OR LA TEST VERSION THEREOF), THESE PLANS ANO THE SPECIAL PROVISIONS. J. 4. 5. ALL SIGN/NC ANO sm!P/NC IS SUBJECT TO THE APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE, PRIOR TO INSTALLA 1/0N. ANY DEVIATION FROM THESE SIGN/NC ANO Sm/PINC PLANS SHALL BE APPROVED BY THE ENC/NEER OF WORK ANO PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANCE IN THE F/ElO. ALL Sm/PINC SHALL BE REFLECTIVE PER CAl mANS SPECIF/CA 1/0NS. Sm/PINC SHALL BE REPAINTED TWO WEEKS AFTER /NIT/Al PAINT/NC. SIGN/NC SHALL USE ENCAPSUlA TEO £ENS REFl[CTIVE SH[[TINC (HIGH /NT[NSITY OR [QUAL} All SIGN.ACE SHALL BE REFLECTIVE PER CAL mANS SPECIF/CATIONS ANO SHALL USE 6. ENCAPSULA TEO LENS REFLECTIVE SHEETING (HIGH INTENSITY OR EQUAL). 7. PRIOR TO FINAL ACCEPTANCE OF smEET IMPROVEMENTS, ALL smEET Sm/PINC ANO MARKINGS IIITHIN A 500' PERIMETER OF THE CONSmUCT/ON PROJECT lllll BE RESTORED TO A 7.IKE NEW" CONDITION, IN A MANNER MEET/NC THE APPROVAL OF THE CITY INSPECTOR. 8. EXACT lOCATION OF STRIP/NC ANO STOP LIMIT LINES SHALL BE APPROVED BY THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTA l/VE PRIOR TO /NSTALLA 1/0N. 9. CONmACTOR SHALL REMOVE ALL CONFLICT/NC PAINTED LINES, MARKINGS ANO PA VE/JENT LEGENDS BY CR/NO/NC. DEBRIS SHALL BE PROMPTl Y REMOVED BY THE CONmACTOR. 10. ALL PAVEMENT lECENOS SHALL BE THE lATEST VERSION OF THE CAlmANS STENCILS. II. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL HA VE 10' INSIDE DIMENSION UNLESS O THERIIISE SPECIFIED. 12. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS ANO PAVEMENT LEGENDS SHALL BE THERMOPLASl/C UNLESS OTHER/IISE SPECIFIED. !J. FIRE H'fDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CALIFORNIA MANUAL ON UNIFORM TRAmc CONmOl DEVICES (FHWA '.s MUTCO 2003 REVISION I, AS AMENDED FOR USE IN CALIFORNIA) ANO SAN DIEGO REGIONAL STANDARD DRA/IINC M-19. /Jb. FIRE DEPARTMENT CONNECl/ON PAVEMENT MARKERS SHALL FOLLOW THE SAME DEVICE ANO INSTALLA l/ON REQUIREMENTS AS FIRE H'fDRANT MARKERS, BUT SHALL BE TWO (2) PARALLEL OR SIDE-BY-SIDE MARKERS AS SHOWN ON THIS SHEET. 14. ALL MEDIAN NOSES ANO FLARES SHALL BE PAINTED YELLOW. 15. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN THE CALIFORNIA MANUAL ON UNIFORM mAFFIC CONmOl DEVICES (Ff/WA '.s MUTCO 2003 REVISION I, AS AMENDED FOR USE IN CALIFORNIA) UNLESS OTHER/f/SE SPECIFIED. /6. SIGN POSTS SHALL BE SQUARE PERFORA TEO STEEL TUB/NC If/TH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD ORA If/NC M-45. 17. /fl/EN A SIGN IS ATTACHED TO A POLE, IT SHALL BE MOUNTED US/NC A STANDARD CITY OF CARLSBAD MOUNT/NC BRACKET If/TH smAPS. 18. EX/Sl!NC SIGNS REMOVED BY THE CONmACTOR SHALL BE DELIVERED BY THE CONmACTOR TO THE CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE 19. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROVIDED AND INSTALLED BY THE CONmACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EX/Sl/NC TO BE RELOCATED OR TO REMAIN. 20. (IF NECESSARY) lfl-lERE R4-7 SIGN AND OM!-J OBJECT MARKER ARE TO 8[ INSTALLED IN A 2-FODT WIDE MEDIAN NOSE, THE R4-7 SIGN SHALL BE !8"X24' AND THE OM!-J OBJECT MARKER SHALL 8£ !2"X!2" CAUTION!! CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING Ulll/1/ES IN TH£ FIELD PRIOR TO CONSTRUCTION "AS-BUILT -~~L=~ P.E. (,()~3 EXP. fE<'//~ ,, _!_?/a# DATE 1----1--+-----------+---+----+--+-~ I SH1E1ET I CITY OF CARLSBAD I SH1E5ETS I ENGINEERING DEPARTMENT BENCHMARK: ~='...==========-===:::::::: GRADING PLANS FOR: DESCRIPTION: CLSB-020 ROD DRIVEN TO REFUSAL W/ CAP MK'D LS. 6215 V!Si'A LA COSi'A SIGNING, STRIPING &-PAVEMENT SECTIONS LOCATION: 5.0 FOOT BACK OF CURB ON APPROVED: GLEN K. VAN PESKI TH£ SOUTH SID£ OF LA COSTA A VENUE, 220 FEET WEST OF ROMER/A sm££T RECORD FROM: R. 0. S. 17211 ELEVATION: 104.25 DATUM: N. C. V.O. OF 1929 AS-BUILT .'I: '/.ltC£5 $£CT 6/&N<.I) S: 14 I ,.z.,.,s 5 6 14 Kif// REVISE WALL NEAR El Y PL, REVISE 8/0RET[NT/ON /J 5 14 14 JSC ENGINEERING PE 41204 EXPIRES 3/31 13 DATE REPLACE SHEET SIGNED ON 10 'J '2012 OWN BY: PROJECT NO. DRAWING NO. DATE INJTIAL DATE INITIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 12-01 475-8A C: \OJ1060\A~l>uilt 14120J\OJ60AG11-/\El dwy llec JO, 2014 'J: 22orn Xr~I~. ()jb()i\t;; IJ5t.iUNMP; OJOUll-'lll, UJlill/\Slll: O,fo()/UIL: IJJti()AUIL, IJjti~,\GilU, UJbUIIG11 • , \ I i I I C 1~:E •~G') 0.,::.. ........... ~ U1 (11 I 00 )> - ©2014 O'Day Consultants, Inc. ----- Lor 1 ;J//jp IJ/o -,, , /[l/4 I I I I I NOTE: - (N 21".?5'.Js~I/' (N o8'.N'2S"£ 10.00;1 -- LA 5.00J ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VER llCAL SURVEY CONTROL \ \ - I I I \ - -t \ (No8:f6,?o'T \ ·,"-::--t:: 1>.t,2' W/0£ ORA/NACE EASEMENT r 26.00'I '-.; TO CITY or CARLSBAD ---r-. REC 5/02/20/2 AS I -.J.1.0.o' ooc. No. 2012-0257558 ,,,------c,2,0' W/0£ SEWER EASEMENT TO L.W.O. REC; JI/LY 7, 2008 ASF/N 2008-0360878 I I r J I \ LA COSTA o~·l"'§is·iiii'!!~~20~·----. 10 40' \ \ \ f /· \ 3.0' POOL AREA ~ ~5 LICHT WELLS SE£ ARCH. PLANS 1i-----CARAC£ LIN£ 8£LOW BUILDING 2 "' I ~ I ~ \ l ~ ·1 , .'!' ' .'I ·. '\-.J . l I\~-• • 5.5' ,2.i, I ~, I I ! ' ' ' BUILDING 3 ~- i I . \ ·."'! ~ .. ;,,. C~~~TS DESIGNED BY: N.F. DRAWN BY: J.S. T.G. PROJECT MGR: K.H. 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning £«t Carlsbad, California 92010 Processing 760-931-7700 Surveying Fox: 760-931-8680 • KEITH W. HANSEN DATE: MAY 2012 SCALE: 1" = 20' JOB NO.: 031060 DATE: / Zft1/,,/ RCE: 60223 RESORT A;VD SPA ;WAP !Vo, i4984 \ LDT i (/1)/LO!NC ;WAP !Vo, 9094 SETBACK (TYP.) .. . - J .. EXIST. / BUILDING ~ R/W BENCHMARK: DESCRIPTION: CLSB-020 ROD DRIVEN TO REFUSAL W/ CAP MK'!J LS. 6215 LOCATION: 5.0 FOOT BACK OF CURB ON THE SOUTH S/0[ or LA COSTA A VEN/IE, 220 FEET WEST OF ROMER/A STREET RECORD FROM: R.O.S. 11271 ELEVATION: 104.25 OA TUI,/: N. C. v.o. or 1929 I SCALE: 1" ; 20' NOi DATE REC. \ I 11-18-/969 2 03-10-1970 3 03-10-1970 4 07-13-1970 5 08-27-1984 6 06-02-2008 7 11-20-2008 EASEMENT TABLE DOC. NO. BENEFICIARY NATURE OF EASEMENT DISPOSITION F/P 211764 SAN {}/[CO COI/NTY ORA/NAG£ EASEMENT VACAT£0 PER FLOOO CONTROL 0/STRICT !NGR£SS/£CR£SS ooc. MAP 6600 CITY or CARLSBAD ORA/NAG£ EASEMENT TO REMAIN MAP 6600 L£1/CAOIA WASTEWATER SEWER EASEMENT Q/1/TCLA/M[O PER 0/STRICT ooc. F/P 121408 LEI/CAO/A WASTEWATER SEWER EASEMENT QU/TCLA/M[O PER 0/STR/CT ooc. 84-325373 HILLTOP 0£V£LOP[RS 0££0 RESTRICT/ON TO REMAIN 2008-0295020 LEI/CAO/A WASTEWATER SEWER EASEMENT TO REMAIN OISTRICT W/£NCROACHM£NT AGREEMENT 2008-060/586 LA COSTA ORA/NA CE &-LANOSCAP£ TO REMAIN RESORT &-SPA EASEMENT ITEMS !~6 PER PRELIMINARY TITLE REPORT PER FIRST AMERICAN TITLE INSURANCE COMPANY OROER No. NCS-523626-SO OATEO JULY 26, 2012 "AS-BUILT ~~L=---;-E ,z2J EXP . ..f-,bojc. "~~ INSPECTDR REC. I REC. REC. " _p/4~~✓- DATE 1-----+--+------------+--+----+----+------l I S1HE2ET I CITY OF CARISBAD I SH1ESETS I ENGINEERING DEPARTMENT :==:::'..::==========::::..:::====: GRAOING PLANS FOR: WSlil LA COSlil HORIZONTAL CONTROL PLAN AS-BUILT f£PW£S 5/1£J:T Slr.,/£0 5. 1471'/ APPROVED: REVISE WALL NEAR £'LY PL. REVISE BIOR£T£NTION /J 5/14/14 JSG ENGINEERING AN AGER GLEN K. VAN PESKI / I-Z,6,/5 PE 41204 EXPIRES 3/31 13 DATE DATE INITIAL ENGINEER OF WORK REPLACE SHEET SIGN£0 ON 10 3 '2012 DWN BY: DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. SOP 12-01 DRAWING NO. 475-8A C:\OJID60\/l~built 141WJ\OJOOIIG12-AB.<Jwg lJ~1.: JO, 2014 9:2.lam Xrefa· 0]60/IG; 0360/ISl[E; 0360rP01; 0J60/\MAP: 0360,\N; 0J50AGRD; 0J60AG12 CMWD _ ---'-- . -; ---- ~ 1 i ~ Al A \l ' i .i o' 5' ----- ' ! l ) I I I I I SEcnoN 0_0 SIIEET 4 INSTALL 60,, If, SCALE: I" = 5' I 1 o· r-, I ----I -----_) D ( VP£ ENDCAP.c...,---.__ INSTALL 60" IIDPE REDVCE; Q" INSTALL J6• R/1,/=5 .4 0 ') IIDPE RISER a. 7 Fl 6 [ CAUTION!! UNDERGROUND DETENTION FACILITY/! NOTES: SEE SHEET 5 FOR PLAN SCALE: 1• = 5' !. ALL HOPE FITTINGS ANO PIPES SHALL BE WATERTIGHT. 2. HOPE SHALL BE HANCOR BLUE SEAL OR EQUIVALENT. CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING /JT/LmEs IN THE f/£10 PRIOR TO CONSTRUCT/ON ©2014 O'Oay Consultants, Inc. .!:iQlI' ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL 8' z-1 ,,)--------------."< \!~t 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying 2' 7.1' GRAVEL DESIGNED BY: ~N.F~. __ DATE: MAY 2012 DRAWN BY: J.S. T.G. SCALE: 1 • = 10' PROJECT MGR.· K.H. JOB NO.: 031060 ENGINEER OF WORK: j/ .J-/ J/ DATE;/,~~ .. ~./ -~~At.-=---c"~t!.~~! KEITH W. flAN!iEN RCE: 60223 TYPE 'G-2' CATCH BASIN PER SPRSP [)-8 & [)-/ /, 1,/0[), BY CITY or CARLSBA[) S/ISMP, SECTION 4, 8/0RETENTION 0/ITLET DETAIL W/[)TH VARIES SEE PLAN WATER S/IRFACE\ v 9 10" , ? 10 (G PONPING 4" PERFORATE[) PIPE SECTION Z-Z BIORETENTION (TREATMENT &-HYOROMOO/f/CAT/ON} SEE SHEET 6 FOR PLAN BENCHMARK: DESCRIPTION: CLSB-020 ROD OR/'IEN TO REFUSAL W/ CAP MK'o L.S. 6215 LOCATION: 5.0 FOOT BACK or CURB ON THE SOUTH SIDE or IA COSTA A 'IENUE, 220 FEET IW:ST or ROMER/A STREET RECORD FROM: R.O.S. 17271 ELEVATION: 104.25 OA TUM: N. C. v.o. or 1929 7.5' ,f,5' 4.0 18" MIN. SAND/COMPOST -SEE NOTE 3 BELOW. MIX WITH 5'1/HR MIN. INFILTRATION RATE TO 8£ VER/f/£[) BY GEOTECHNICAL ENGINEER NOTES: !. BMP TO COMP/ y WITH CURRENT CITY or CARLSBAD SUSMP. 2. BMP SHALL BE REVIEWED ANO APPRO'IEO BY GEOTECHNICAI ENC/NEER. J. /8" SOIL COMPOST MIX SHAii CONTAIN: LESS THAN 5% CIA Y 50%-60% SANO 20%-30% COMPOST OR HARDWOOD MULCH 20%-30% TOPSOIL (NOTE 4) 4. RECOMMENOA TIONS FOR 8/0RETENTION FACILITIES PER EAST CO/INTY SOIL CONSULTATION ANO ENGINEERING. INC. LETTER FOR PRELIMINARY GRADING PLAN ANO DETAILS REVIEW OATEO JUNE 16, 2012. "AS-BUILT ~y?. ' EXP.~il.'A-CAUTION!! P.E. {p()Z~ ~ I CONTRACTOR TO VERIFY EXACT LOCATION or EXISTING Ro t/lf!' A I_.__) UTILITIES IN THE FIELD PRIOR TO CONSTR/ICT/ON _/ 'j I ,'t\1· INSPECTOR " ;..;/4,,j;✓ DATE ~ffL I 513IT I CITY OF CARLSBAD I SHlss l ENGINEERING DEPARTMENT GRADING PLANS FOR: WSl4 LA COSl4 IJNO£RGROIJNO 0£T£NTION BASINS ,I APPROVED/ 7 / ?1 J GLEN K. VAN PESKI ~'/_ n,/f/ II\ AS-8/JILT 111:f'/.ACF.S SH£r.r ~{,/,}ti) 5/;i/JPI A.Iv f,,-~ /, z_<,•/S 04/21/14 KWH 11\ REVISE WAIL NEAR ELY PL. REVISE BIORETENT/ON #3 5/14/14 JSC ENGINEERl!i MANAGER PE 41204 EXPIRES 3/31/13 DATE REPLACES Sf/EET SIGNED /0/03/2012 OWN BY: , "' PROJECT NO. DRAWING NO. DATE INITIAL DATE INITJAL DATE INITIAL CHKD BY: 475-BA ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: SOP 12-01 .. G: \0J1 060\Aslluill 14120J\0J60AG1 J-MJ.dw<J D~c 29, 2014 ! i, Cl6prn Xr~f5: 0J60AG: 0J60fP0I; 0360AM!\P: 0J607ull: 0360/\Sllr; 0360,\UTL: 0J60ACRD: 036011G13 / C : t 'r~ :E w G) ' 0 .,::. I ...... ..... i ..lo. (JI (JI I 00 .L ' )> 1 o· 2.s· 10· ----5 SCALE: 1" = 10' ©2012 O'Oay Consultants, Inc. 20· 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying DESIGNED BY: _,.,N"-.F~. __ DRAWN BY: J.S. T.G. PROJECT MGR.· K.H. ENGINEER OF WORK: KEITH W. HANSEN DATE: MAY 2012 SCALE: 1" -10' JOB NO.: 031060 RCE: 60223 BENCHMARK: DESCRIPTION: ClSB-020 ROD OR/I/EN TD REFUSAL W/ CAP MK'D LS. 6215 LOCATION: 5.0 FOOT BACK OF CURB ON TH£ SOUTH SIDE OF LA COSTA A 1/ENUE, 220 FEET M:ST OF ROMER/A STREET RECORD FROM: R.0.S. 17271 ELEVATION: 104.25 DA TUM: N.C. V.D. OF 1929 INSPECTOR i---t--+----------+---+-----1----l-____j ~4 CITY OF CARLSBAD I SH1E5ETS I ~LH_j~~~~::::::,:~E~N~G::IN:=E::E:::R:::IN::G=::DE=:P::::A:::R::::TM::E:::N:::::T==~=== GRADING PLANS FOR: 1'> AS-BUILT DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION orHER APPROVAL CITY APPROVAL G:\031060\0360AG14.dwg Sep 17, 2012 3:19pm Xrofa; 0J60AM#'; 0Jt107Ull; DJ60cgrd; OJ60ASITE; 0360AUIL; OJ60AN; OJBOAPRO; OJ60AG lt7S7A LA COSlA RETAINING WALL PROFILES APPROVED: ENGINEERING DWN BY: PROJECT NO. CHKD BY:~"'--- RVWD BY: SOP 12-0! DRAWING NO. 475-BA Ii ! . , . ' I . r PROVIDE 8" MIN ~-/.., [ <l SLOPE TO DRAIN v I t::v;::1 l//vY//¥//Y//¥/~ /¥//¥ /,_1/. v I/' V / ALL WALL I-IEIGI-ITS *4'e @ 24" o.c. ( I @ T <lB MIN ) 1-1 BACKFILL PER ITEM bD. OF SOILS REPORT b" MIN GRADE OR SLAB- FER PLAN fl u 12" BEND FROM STEM, TYF. 4 ·. 4 D 4 <l •• ' 4 • H CMU w D r RF . . ,. _,.,,. , • . . • . 4, . . . ·. ~ ... 4 . . . ' ,q • 4 ~-•••• 4 .. ~-44 . ;\' .4 •q' . , .4 .. , . . .. _4 ' I'?'\ ~ ,. 4 . "A 4 Rs w R, K DRAIN FER I 'WALL DRAINAGE' T DETAIL 2 #4'e, @ 12" o.c. CONT. T<lB 0 to 5'-4" 8" 3'-311 1211 #5's @ 16" o.c. #5's @ 16" o.c. 12"w, 6"d 5'-4" to 10' 12" 6'-3 11 1811 #6's@ 8" o.c. #5's @ 12" O.C. 12"w, 12"d 10' to 14' 16" 81-6 11 2411 #8's@ 8" o.c. #5's @ 12" o.c. 1211w, 1811d NOTES: I: SPECIAL INSPECTION REQUIRED @ 12" <l lb" CMU 2: f'm=21Z'OO PSI, f'c=2::>IZ'IZ' PSI, SOLID GROUT ENTIRE WALL 3: USE TYPE M or S MORT AR CEMENT 4: ALIGN LEFT SIDE OF KEY WITI-I OUTSIDE FACE OF WALL !;,, STEEL OVERLAP: 8" to 12" CMU: 30", 12"to lb" CMU: 36" b: ALL FOOTING STEEL 15 PLACED 3" FROM ALL EDGES, UNO 7: CMU CLARIFICATION: FOR IIZ'' WALL, NO lb" CMU REQ'D. FOR !;,'-4" WALL, NO 12" <l lb" CMU REQ'D. fl"~ SITE WALL 14 1 MAX ' I ~-~s=c=A=L~E~,-N~T-S~~---~S~IT~E~IZ'~'~t~o~l~4~'=TE~M~P--IZ'~2 FcJR. R.e:TAlf'./lf-/C,-w'AI.L #/ AND /<LTAIN/NI;: WAil. #Z (SHt'.c.i <,) "AS-BUILT " ,,4#/ F' E. ~z.23 EXP. 'il"/!' DATE /7 / INSPECTOR RES STRUCT TONY HRANEK, P.E. Drain Ground Surface to Flow Lateral!~ @ 2% Grad!ent -.,,.. Mlnlmum 4" FIiter Mater!al beneath pipe Seal back of wall UJ!th ·UJater- proofinci In accordance UJ!th current 1nduetr~ standards. As an alternatlve, a prefabricated dra lnage panel such as Mlradra In 6000, or similar, ma~ be used in geo-fabrlc. BENCHMARK: TABLE 1704.S>.I MASONRY: LEVEL I SPECIAL INSPECTION Cf.lECKED ITEM/5 TO BE INSPECTED BY Cf.lRl5TIAN Wf.lEELER ENGINEERING (858) 4'30-'3100 FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA INSPECTION TASK I. As maeonr~ construction beglne, the following shall be verified to eneure compliance, a. Proportion• of olte-prepared mortar. b. Construction of mortar Joints. c. Location of reinforcement, connectors, and anchorage•. e. Grade and size or anchorages. 2. The Inspection program eha II verlf~, a. Size and location of etructura I elemente. b. T~pe, elze and location of anchore, Including other details of anchorage or maeonr~ lo structural membere, frame• or other conetructlon. c. Specified elze, grade and t~pe of reinforcement. e. Protection of maeonr~durlng cold weather (below 40°F) or hot weather ( above ':l0°F). 3. Prior to grouting, the following ohall be verified to eneure compliance, a. Grout space lo clean. b. Placement of reinforcement and connectors and anchorage•. c. Proportions of site-prepared grout. d. Conetructlon of mortar Joints. 4. Grout placement shall be verified to ensure compliance . with code and conetructlon document provisions. 5. Preparation of an~ re9u1red grout epeclmene, mortar specimen• 4/or prisms shall be observed. b. Compliance with re9ulred lnepectlon provlolono of the conetructlon documente and the approved eubmlttals shall be verified. CONTINUOUS clurlnci taok llot'ecl X X PERIODIC clurlnci taok llotecl X X X X X X X X X X X X X TABLE 1704.7 IElC eectlon Sec. 2104.3, 2104.4 Sec. 210522, 2105.3 AC! 5>301 ASCE 5>/TMS 402•, • Chapter 35> ':o. Sec. 1.2 2( e), 2.1.4, 3.lh Sec. 1.13 Sec. 1.13 REQUIRED VERIFICATION AND INSPECTION OF SOILS I. Verlf~ materials below footrnge are ade9uate to achieve the deelgn bearing capaclt~. 2. Verlf<,J excavations are extended to proper depth and nave reached proper material. 3. Perform claoelflcatlon and testing of controlled mat's. 4. Verlf~ use of proper materials, densities and lift thlck- neeeee during placement and compaction of controlled fill. 5. Prior to placement of controlled fill, obeerve subgrade and verlt~ that olte has been prepared properl~. X X X X X TABLE 1708.1.2 MASONRY: LEVEL I QUALITY ASSURANCE MINIMUM TESTS AND SUBMITT ALS -CERTIFICATES OF COMPLIANCE U5ED IN MASONRY CONSTRUCTION. -VERIFICATION OF f'm ACI 5>30.I/ASCE b/TMS <:,,Z,2 \ • Chapter 35,i Art. 2hA Art. 3.36 Art. 3.4, 3hA Art. 2.46, 2.4f-l .. . ' Art. 3.3G Art. 2.4, 3.4 Art. I.BC, I.BP Art. 32P Art. 3.4 Art. 2hB Art. 3.36 Art. 3.5 Art. 1.4 Art. 1.5 ' ' _. l-----+---------l-------------1f----t---t----t--; I S1HE5ET I CITY OF CARLSBAD I SH1E5ETS I ENGINEERING DEPARTMENT ~~=::::::::::::===========~~ IMPRO'£MENT PLANS FOR: DESIGNED BY: A.J.H, DRAWN BY: A,J,H, DATE: 08/15/2012 SCALE: AS SHOWN DESCRIPTION: CLSB-020 ROD OR/VEN TO REFUSAL W/ CAP MK'o LS. 6215 V7STA LA COSTA RETAIN/NC WALL DETAILS ENGINEER OF WORK: LOCATION: 5.0 FOOT BACK OF CURB ON THE SOUTH SIDE OF LA COSTA A VENUE, 220 FEET I/EST OF ROMER/A STREET APPROVED: ,/// .._ / -, /,, --./J~GLEN K, VAN PESKI fl!' /4.. X. t&i:Lfl ___ 10£3 &_ "'EN"'G"'IN""EE""Rl""NG-f.M/1.A~NffAG;;';E°"RLL-P'E 41204 XPITTES 3/31 /13 -Alt' i f ! j ; • " ,, ,, • jl . l , ;I j .I I i i l ,, ' I J l • t IJ\ AS-BUILT n 1 1 . 1 1 DwN BY, t,J.E,l.JJ;_ PROJECT No. DRAWING No. I I / cl-~ : 9/z..{g// J RECORD FROM: R.O,S. 11211 DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITL'.L CHKD BY: .::,.K_ SOP 12-01 475-8A ' ' \ P.O. BOX 1363 SOLANA BEACH, CA 92075 THRANEK@Y AHOO. COM C64428 ~~ DATE: •-•-~ ELrnAJIQN·, 10,2'~ 0" nu, N.G.1!0 0.'F /929 ENGINEER OF WORK OTHER APPROVAL CllY APPROVAL RVWD BY: t ;_-ANT([OUY J, HRANEK RCE: C 64428 c, ,. 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