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HomeMy WebLinkAboutDWG 456-1A; CT 04-05; VISTA LA COSTA; 01-11GRADING NOTES (IN ADDIT/ON TO ll!E REQUIREMENTS OF CHAPTER 15.15 OF ll!E CARLSBAD MUNICIPAL CODE.) 1. THIS Pf.AN SUPERSEDES All OTHER PLANS PRfl40USI. Y APPROVED BY ll!E CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF ll!E CARLSBAD MUNICIPAL C()[J[, RESOLUTION OF CONDITIONAL APPROVAL., CITY STANDARDS OR Oll!ER ADDITIONAL DOCUMENTS LISlEO HEREON AS THEY MAY PERTAIN TO ll!JS PRO.ECT. THE ENGINED? IN RESPONSIBI.£ CHARGE SHALL REVISE THESE Pf.ANS WHEN NON-CONFORMANCE IS DISCOVERED. .1 CITY APPROVAL OF Pf.ANS DOES NOT REL/£1£ THE DEvElOPER OR £NGIN££R-OF- WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS ANO OMISSIONS DISCOVER£!) OUR/NG CONSTRUCTION. All Pf.AN REVISIONS SHALL BE PROMPT/. Y SI.IBM/ TTEO TO TH£ Cl TY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER l'tlll 8£ REOUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIRCATE OF INSURANCE MUST BE RLEO NAM/NC TH£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ PERM!TlEE'S POLICY IN THE MINIMUM AMOUNT OF /1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. ll/E INSURANCE COMPANY WRIT/NC THE POLICY MUST HA vE A RAT/NC OF ';I• AND A SIZE CA iTGal'Y 17 aA.S:S-VAS ESTABLISHED BY 'BESTS" KEY RA TINC CU/DE. 5. UNLESS EXEMPTED 8 Y SECTION 301.{b}5 OF THE UNIFORM BUILD/NC C()[J[, RETAIN/NC WALLS OUTSIDE OF PUBLIC RICHT OF WAY REQUIRE SEPARA T£ PERMITS FROII TH£ BUILD/NC DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA vE 8££N OBTAINEJJ FROM ll!E CITY ANO OTHER APPROPRIA T£ ACENC/£S. 1. APPROVAL OF ll/£5£ PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRAD/NC TO BE PERFORMED UNTIL TH£ PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRAD/NC PERMIT HAS BEEN ISSUED. 8. NO REVISIONS Hfll BE MADE TO THESE Pf.ANS Hfll!OUT TH£ WRITTEN APPROVAL OF ll!E CITY ENGINEER. NOlEO WITHIN THE REVISION BLOCK, ON ll!E APPROPRIA T£ SHEET OF TH£ PLANS ANO ll!E Tl Tl£ SHEET. IJ. ORICINAL DRAWINGS SHALL 8£C()!.(E THE PROPERTY OF TH£ CITY UPON BDNC SICNEO BY ll!E CITY ENC/NEER. 10. TH£ ORICINAl DRAIHNC SHALL BE REVISED TO RER.ECT AS-BUILT CONDITIONS BY ll!E ENC/NEER-OF-WORK PRIOR TO RNAL ACCEPTANCE OF ll!E WORK BY ll!E CITY. II. ACCESS FOR RRE ANO OTHER EMERGENCY 'vcHICLES SHALL BE MAINTAINED TO THE PRO.ECT SIT£ AT All TIMES OUR/NC CONSTRUCTION. 12. WHERE TRENCHES AR£ Will/IN CITY EASEMENTS, A SOILS REPORT COi.iPR/SEO OF: (A) SUMMARY SH££T, (8) LABORATORY WORK SHEETS ANO {C} COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF ll!E STAT£ OF CALIFORNIA, PR/NC/PALLY DO/NC BUSINESS IN ll!E RElO OF APPLIED SOILS MECHANICS. ll!E SOILS REPORT /lfll BE SUBMITlEO TO THE CITY ENC/NEER/NC INSPECTOR WIT/1/N TWO WORK/NC DA Y.S" OF ll/£ COMPLETION OF RELD TESTS. 1.1 A SOILS COMPACTION REPORT ANO COMPLIANCE VERIRCATION REGARD/NC ADHERENCE TO RECOMMENDATIONS 0Ull/N£0 IN ll!E SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BU/LO/NC PERMIT. All CONTROLLED GRAD/NC SHALL BE DON£ UNDER TH£ DIRECTION OF A PROFESSIONAL £NC/NEER OF ll/£ STAT£ CT CALIFORNIA PR/NC/PALLY DO/NC BUSINESS IN THE RELD CT APPLIED SOILS MECHANICS. All fill OR FUTURE fill AREAS SHALL BE CONSTRUCTED IN ACCORDANCE /If TH THE Cl TY OF CARLSBAD STANDARD SPECIF/CA T/ONS ANO THE • EARTH/YORK SPEC/RCA TIONS • A TTACHEO TO ll!E PRELIMINARY SOILS INVEST/CATION. DAILY RELD COMPACTION REPORTS /lfll BE SUBMITlEO TO TH£ PRO.ECT INSPECTOR. 14. A PRECONSTRUCTION MEET/NC SHALL BE HELD AT TH£ SIT£ PRIOR TO ll!E BECINNINC OF WORK AND SHALL BE A TT[NOEO BY ALL REPRESENTA TlvES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SI.IPERVISION. TEST/NC AND All QTH[R ASPECTS IT lHE WORK. TH£ CONTRACTOR SHALL RE()IJ[ST A PRECONSTRUCTION M££T/NC BY CALL/NC THE INSPECTION LINE AT (160) 438-3891 AT LEAST RV£ (5) WORK/NC DA Y.S" PRIOR TO STARTING CONSlRUCilON. TH£ CONTRACTOR llfll !HEN BE CONTACTED BY THE PRO.ECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE ?RECONSTRUCT/ON MEET/NC. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEO/JLINC. THE CRAOINC PERMIT MLL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEET/NC. 15. All INSPECTION REQUESTS QTH[R ll/AN FOR PRECONSTRUCTION !.IEETINC Hfll BE MADE BY CALL/NC TH£ ENC/NEER/NC 24-HOUR INSPECTION REQUEST UN£ AT {760) 43~J8§i. INSPECTION REQUESTS MUST BE RECEIV[l) PRIOR TO 2.·0D P.M.. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS llfll BE MAD£ TH£ NEXT /YORK DAY UNLESS YOU REQUEST OTHERl'l/5£. REQUESTS MADE AFTER 2· 00 P.M. Hfll BE SCHEDULED FOR TWO F/JLL WORK DA Y.S" LATER. 16. TH£ OWNER ANO/OR APPUCANT ll!ROUGH 17-1£ DEVl:lOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INC/.UOINC SHOR/NC, ANO SHALL BE SOLD. Y RESPONSIBLE FOR CONFORM/NC TO All LOCAL., STA TE ANO FEDERAL SAFETY ANO HEAL TH STANDARDS. LA lr.i ANO REGULA T/ONS. 11. ll!E CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNC A DETAIL PLAN TO THE CITY £NC/NEER ANO/OR CONCERNEJJ ACENCY SHOW/NC THE DESIGN OF SHOR/NC, BRACINC SLOP/NC OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAWNC GROUND OUR/NC THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DUR/NC TH£ PIPE INSTALLATION THEREIN. ll!IS PLAN MUST BE PREPARED FOR All TRENCHES RvE FEET {5} OR MORE IN DEPTH ANO APPROVED BY TH£ CITY ENC/NEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHOR/NC SY.S"TrM STANDARDS ESTABLISHEO BY THE CONSTRUCTION SAFETY ORDERS. Till£ 8 CAUFORNIA ADMINISTRAT/vE CODE. TH£ Pf.AN SHALL BE PREPARED BY A REG/STEREO £NC/NEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLAST/NC SHALL BE PERFORMED UNTIL A VALID Bi.AST/NC PERMIT HAS BEEN OBTAINED FROM ll!E CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLAST/NC PERMIT lllU. IN ADVANCE OF THE SCHEDULING OF BLAST/NC OPERATIONS. 1/J. IF ANY ARCHAEOi.OCICAL RESOURCES ARE DISCOVERED IHTH/N ANY WORK AREA DUR/NC CONSTRUCTION, OPERATIONS Hf/,l CEAS( IMl,{EDIA TRY. AND THE PERMITTEE llfll NOllFY THE CITY ENC/NEER. OPERATIONS Hfll NOT RESTART UNTIL ll!E PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FRO/I TH£ CITY ENGINEER TO 00 sa 20. ALL OPERATIONS CONDUCTED ON TH£ SITE OR ADJACENT THERETO, /NC/.UO/NC WARM/NC UP, REPAIR. ARRIVAi., DEPARTURE OR WERAT/ON OF TRUCKS. EARTHMOWNC EQUIPMENT. CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/AlEO GRAD/NC EQUIPMENT SHALL BE LIM/TEO TO THE PERIOD BETl'CEN 1.·00 A.M. ANO SI.INSET EACH DA r, MONDA r THRU FRIDA r ANO NO EAR THMOVINC OR CRAOINC WERA TIONS SHALL BE CONDUCTED ON WEEKENDS OR HOL/OA 't5. (A LIST OF CJ TY HO/.IDAYS IS AVAILABLE AT THE ENC/NEER/NC DEPARTMENT COUNTER.} 21. All OFF-SITE HAL/l ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENC/NEER FOR APPROVAL TWO FULL WORK/NC DA Y.S" PRIOR TO BECINNINC OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY TH£ CITY ENGINEER. TH£ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR OAMACE OCCURRING ALONC THE HAUL ROI/TES OR ADJACENT STREETS AS A RESI.IL T OF THE GRAD/NC OPERATION. 23. BRUSH SHALL BE REMOVED ONLY HfTH/N ll!E AR&t TO BE GRADED. NO TREES ARE TO 8£ REMO VEO UNLESS SPECIF/CALLY NO TEO ON 17-IE PLAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. CRAOINC RESUL TINC IN THE POND/NC OF WATER IS NOT PERMITTED. All EARTHEN SWALES ANO DITCHES SHALL HAvE A MIN/MUii ONE PERCENT SI. OPE. 25. THESE Pf.ANS ARE SUB.ECT TO A SIGNED ANO APPROV[l) SET OF EROSION CONTROL Pf.ANS. EROSION CONTRa. SHALL BE AS SHOIIN ANO AS APPROvEO BY TH£ CITY ENC/NEER OR AS DIRECTED BY THE PRO.ECT INSPECTOR. 26. All SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO ORDERLY CONDITION. All STONES. ROOTS OR OlHER DEBRIS SHALL BE REMOVED GRADING PLANS FOR VISTA LA COSTA WORK TO BE DONE GRADING NOTES {CONT.) 21. All SLOPES SHALL BE IRRIGA TEO, STABILIZED, PLANTED ANO/OR HYDROSEEDEO WITHIN TEN (10} DA Y.S" OF THE TIME WHEN EACH SLOPE IS BROUCHT TO CRADE AS SHOWN ON THE APPROVED GRAD/NC Pf.ANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SI.OPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. THE lANOSCAPINC PLANS FOR THIS PRO.ECT, DRAW/NC Na 456-l. AND/OR AS DIRECTED BY THE CITY ENC/NEER OR Pf.ANN/NC DIRECTOR. 2/J. THE OWNER/APPLICANT SHALL ENSURE THAT All CONTRACTORS SHALL COORO/NA TE THE WORK OF THESE CRAOINC PLANS /1117-f THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA T/ON PLANS ANO THE IMPROVEMENT Pf.ANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REO/JIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WI TH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" Pl-I:' MAY BE UTILIZED PROVIDED DEPTH IS LESS 17-IAN 15 FEET ANO BACKRLLEO WITH 3/4' ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. W!-IERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESL/l T OF THE GRAD/NC OPERATION. IT SHALL BE REMOVED WITHIN TlfFNTY FEET OF BUILD/NC OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE Will BE PLUCCEO WITH CONCRETE OR REMOvEO AS APPROV[l) BY ll!E CITY [NC/NEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF All EXISTING FACILITIES (ABOvE GROUND ANO UNDER GROUND} IHTHIN THE PROJECT SITE sumCIENll r AHEAD OF GRAD/NC TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND ll!A T THE ACTUAL LOCATIONS ARE IN CONFLICT llfTH 17-IE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 F/JLL WORK/NC DA rs PRIOR TO STARTING GRADING NEAR THDR FACILIT/ES ANO SHALL COORDINATE THE /YORK Willi A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL TIME WARNER CABLE CITY OF CARLSBAD(STREETS .t STORM DRAIN) • CITY OF CARLSBAD(WA TER .t RECLAIMED WATER) • LEUCADIA COUNTY WATER 0/STR/CT(SEJ+u?) COX COMMUN/CA T/ONS 'AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS.· 1-800-422-4133 {760)480-7647 /-800-892-0123 (760)438-7741 (760)438-2980 (76o}438-2 722 {760)753-0155 (760)806-9809 A. FOR CONTROi.LEO CRADINC-ll!E APPLICANT HIRES A CIVIL ENC/NEER, SOILS ENGINEER. AND/OR CEOLOCIST TO GlvE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE WORK IN PROGRESS 15. /6.120A.IO CARLSBAD MUNICIPAL CODE. 8. PRIOR TO RNAL APPROVAL OF A GRAD/NC PERMIT ll!E FOLLOIHNC REPORTS MUST BE SUBMITTED TO THE CITY ENC/NEER WA TH£ PROJECT INSPECTOR 15.16. /20A.10 CARLSBAD MUNICIPAL CODE.· (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TINC ALL CRAOINC IS COMPLETE. ALL EROSION CONTROL, SI.OPE Pf.ANT/NC AND !RR/CATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROvEO PLANS {OBTAIN SAMPLE OF CO/.IPLIANCE LETTER FROM CITY ENC/NEER/NC DEPARTMENT}. (2) AS-BUILT GRAD/NC Pf.AN. (3) REPORT FROM THE SOILS ENC/NEER, WHICH INCLUDES RECOMMENDED SOIL BEAR/NC CAPACITIES. A STATEMENT AS TO THE EXPANSl'vc OUALITY CT THE SOil, ANO SUMMARIES OF RELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRAD/NC WAS DONE IN ACCORDANCE WI TH TH£ REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS ll!ERETO. (4) REPORT W/17-f AS-BUILT CEOLOCIC Pf.AN, IF REQUIRED BY THE CITY. 35. UNLESS A CRADINC PERMIT FOR ll!/S PROJECT IS ISSUED Hfll!/N ONE (I} YEAR AFTER THE CITY ENG/NEER's APPROVAi., THESE Pf.ANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES HfLL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TlllEO PRELIMINARY CEOTECHNICAL EVALUATION LOTS 20 AND 21. APNS 216 290 20. 216 290 21 .t 216 130 68 DA TEO JANUARY 13. 2004 .t UPDATE DA TEO DEC. 3. 2007 PREPARED BY CEOSOILS. INC. SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. All GRAD/NC SHALL BE OONE IN ACCORDANCE WITH ll!E RECOMMENOA TIONS AND SPEC/RCA TIONS CONTAINED IN SAID SOILS REPORT. 31. WHED.CHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TIT/.£ 24, CALIFORNIA AOMINISTRA TION CODE. 38. All SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE RE-ESTABLISHED, PERPETUA TEO, ANO DOCUMENlEO PER THE PROFESSIONAL LANO SURvEYORS ACT. DE CLARA llON OF RESPONSIBLE CHARGE I HEREBY DECLARE ll!AT I All ll!E ENC/NEER OF WORK FOR ll!/S PROJECT, THAT I HAvE EXERCISED RESPONSIBLE Cf/ARC£ OVER THE 0£S/CN ON TH£ PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS ANO PROFESSIONS CODE, AND THAT TH£ Of.SICN IS CONSISTENT WITH CURRENT ST.4NDARDS. I UNDERST.4NO THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIFICATIONS BY THE CITY OF CARLSB4D ODES NOT RELIEVE ME, AS ENGINED? OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. OVAY CONSULTANTS, INC. 2710 LOKER AVENUE WEST, SUITE 100 CARLSB4D, CALIFORNIA 920 I 0 (160) 931-7100 ...L.lu}-:'...:p~I======---DATE: ~-If,· 0 & MARCARE( ~ CARROLL R. C.E. t.(Y 46935 EXP. 9/30/09 O'Day Consultants, SOILS ENGINEER's CERTlfiCATE 1, />t.io(.l!W 6uA~u.; J €,s i . A REC/STEREO CIVIL ENGINEER CT TH£ STATE CT CAi.JloRN!A, PR/NC/PALLY DOINCJI.USINESS IN ll!E RELO OF APPLIED SOILS MECHANICS, HEREBY CE/?TIFl ll!AT A SAMPLING ANO STUDY OF TH£ SOIL CONDITIONS PREVALENT IHTHIN THIS Si TE WAS M,iDE BY ME OR UNDER MY D/f/fCTIQN BETl'CEN THE DA TES OF 11:>ftJ~J AND lfl'S"/J,UI TWO COPIES OF THE SOILS REPORT COi.iP/LEO FROM ll!IS ST/JOY, Willi ~M'.b:"=~ RECOMMENDA T/ONS, HAS BEEN SUBMI TTEO TO THE OFFICE OF THE/, ~_,,,..,,0FESS10,,. .fNCIIJEIR. ~ (/,'#;, 'II T. Gu 't.._ fw fiJS I /J A "'$ "1,.. "' SICNEO: ~-c,,. · ~ ~'f". 'i;'\ 7 / No. GE2320 -!;B .:1.,3 c...--. A !~-1~ * 4£. NO.:_,,::..,e_=--:"'<J"'------------,,L'"" ,:o; C-'f ~~~H~\C! # DATE: 'l /1f>/(jj OFcA~lfO'I' LICENSE EXPIRATION DATE.-_________ _ o'it·A, t,£n..i,1>~.i TIIE C~L,:Fo&,JJ: .. eo,;,:.iffs """ "-"•~u,,s eooa. 1>1:,,u.1:•~ a, OWNER's CERTIFICATE C:llAt'<Et.'J, AA.~u.e a, ~n:.•~ i,~:ss.s I (Hf) HEREBY CERTIFY THAT A REC/STEREO SOILS ENGINEER OR CEO/.OC/ST HAS BEEN OR Hfll BE RETAINED TO SUPERVISE OVER-All GRADING ACTIVITY ANO ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. ABEDI FAMILY TRUST 22892 OCEAN BREEZE WAY, LACUNA NICEL., CA 92677 {949} BJ/-4144 8>'.' AJ..,.U,._ ~. ' SHAHLAABEOI DA TE.· 8>'.' @~ DA TE.· ESRARl ABEDI SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE Pf.ANS WAS CENERA 1EO BY AERIAL SUR'vcY METHODS FROM INFORMATION GA THEREO ON OCTOBER I 1, 2003 BY SAN-LO AERIAL SI.JR 'vc'/5. TOPOGRAPHY .t EXIST/NC UTILITIES ON CIBRALTAR ST. ANO AT THE SITE SHOWN ON THE.'>£ PLANS ANO 'vcRIFIEO BY RELD SURVEY., METHODS CA THERE!) ON MAY 28. 2003. MARCH 28th, 29th ANO APRIL 11, 2007 BY ODAY CONSI.IL TANTS. TOPOGRAPHY SHOIIN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THE PR0£CT IS LOCA TEO W/17-f/N ASSESSOR'S PARCEi. NO'S 216-290-20, 216-290-21 .t 216-290-47 THE CALIFORNIA COORD/NA TE INDEX OF THIS PRO.ECT IS.· N 334 E 1695 LEGAL DESCRIPllON All OF LOTS 376 AND 377 OF LA COSTA SOUTH UNIT NO. s; ACCORD/NC TO MAP THEREOF Na 6600, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIECO COUNTY ON MARCH 10, 1970 AND THAT PORTION OF THE NORTH HALF CT THE SOUTHEAST ONE-QUARTER OF SECTION 36. TOWNSHIP 12 SOUTH, RANCE 4 HEST, SAN BERNARDINO MERIDIAN. ACCORD/NC TO OFFICIAL PLAT THEREOF, IN TH£ CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STAT£ OF CAUFORNIA, DESCRIBED AS FOLLOWS: BECINN/NC AT ll!E MOST SOUTHERLY CORNER OF SAID LOT 376.· THENCE ALONC ll!E SOUTH/ICSTERL Y BOUNDARY OF SAID LOT, NORTH 21'25'35" IICST. 128.85 FEET TO THE MOST /ICSTERLY CORNER OF SAID LOT; ll!ENCE ALONC THE NORTH/ICSTERLY BOUNDARY CT SAID LOT, NORTH 68':J4'25" £AST, lo.OD FEET; THENCE LEAWNC SAID NORTH/ICSTERLY BOUNDARY AT RICHT ANCLES NORTH 21'25'35" /ICST, 5.00 FEET; THENCE AT RIGHT ANCI.ES NORll-f 68':J4'.25" EAST, 84.# FEET; THENCE PARALLD. ilfTH THE NORTH/ICS!ERLY BOUNDARY CT SAID LOT 377 NORTH 55'40'48" EAST, 10.17 FEET,· THENCE NORll! 02':J4'00" /ICST, 125.12 FEET,· ll!ENCE NORTH 68':36'00" EAST. 26.00 FEET; THENCE SOUll! 31'45'5I" EAST, 91.00 FEET; THENCE SOUTH JJ':J5'4f" EAST, 8.75 FEET TO SAID NOR17-f/lCST£RLY LINE OF SAID LOT 377; THENCE ALONC SAID NORTH/ICSTERLY LINE NORTH 55'40'48" EAST, 12.00 FEET TO THE MOST NORTHERLY CORNER OF SAID LOT 371; THENCE ALONC ll!E NORTHEASTERLY BOUNDARY OF SAID LOT 377 SOUTH 33'35'41" EAST, 146.62 FEET TO THE MOST EASTERLY CORNER OF SAID LOT, SAID CORNER BE/NC IN THE ARC OF A 550.00 FOOT RADIUS CURVE CONCA vE NORTH/ICSTERL Y, A RADIAL LINE TO SAID CORNER BEARS SOUTH 33'35'41" t'itST,· THENCE ALONC THE SOUTHEASTERLY BOUNDARY OF SAID LOT ANO TH£ ARC OF SAID CURVE THROUCH A CENTRAL ANC/£ OF 1270'06" A DISTANCE OF 116.81 FEET,· THENCE CONT/NU/NC ALONC SAID BOUNDARY, TO ANO ALONC THE SOUTHEASTERLY BOUNDARY OF THE ABOvE MENTIONED LOT 376. TANGENT TO SAID CUR'vc SOUTH 68'34'.25" /ICST 121. 18 FEET TO TH£ POINT OF BEGINNING. SAID PROPERTY BDNC DESCRIBED AS PARCEi. NO. 2 IN CERT/RCA TE OF COMPLIANCE RECO/IDED ON Al'CUST 21, 1984 AS FILE NO. 84-325375; CT OFFICIAL RECORDS OF SAN DIECO COUNTY. STANOARO NOTE IN ACCORDANCE HfTH TH£ CITY SUSMP, All STOR/1 DRAIN INLETS CONSTRUCTED BY THIS Pf.AN SHALL INCLUDE "STENCILS" BE ADDEO TO PROHIBIT WASTE DISCHARGES DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION CT TH£ CITY ENC/NEER. Inc. DESIGNED BY: N.F., R.B. DATE: APRIL 2008 DRAWN BY: M.P., C.F. SCALE: f,S SHOWN PROJECT MGR.: M.N.C. JOB NO.: 031060 PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP NO SCAif EROSION CONTROL NOTES-SEE SHEET 2 LEGENO {cONT.) DESCRIPTION DH-c. NO. @ 7 1/2" PORT/ANO CEMENT CONCll£1E PAVEAIENl/6' 8"S£. • . . . . . • COl,/PAC1EO TO 95X PER SORSO C-19 (5/iO-C-3250) © PARK/NC ARC-IS (4' MIN. A.C./6" /./IN. Cl. 2 EAf£ COl,/PAC1EO TO 95X)" ® TRAFFIC AISLES (4 • MIN. A. C./1.5" /./IN. Cl 2 EAf£ COl,/PAC1EO TO 95X)" 4• ffX: SIOEWAI.K. . • • . • • . • . . • • • . . • . • . • • . . . . 'MINOR DRAINACE STRUCTURES PER NDS OR EQUIVALENT. SYMBOi. ~1 11111111 I . . · . I THE GRADING /YORK SHALL CONSIST OF THE CONSTRUCTION OF All CUTS ANO FILLS, REMEDIAL GRAD/NC. DRAINAGE FACILITIES, EROSION CONTRa. FACILITIES ANO PLANT/NC OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRAD/NC PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, All AS SHOWN OR REQUIRED ON T/f/S SET CT PLANS ANO THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CllEO ON THESE Pf.ANS. THE GRAD/NC WORK SHALL BE PERFORMED IN ACCORDANCE llfTH THE FOl.lOIHNC DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY £NC/NEER. I. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD £NC/NEER/NC-STANDARDS. J. THIS SET OF Pf.ANS. 4. PLANNING COMMISSIONS RESOLUTION Na 5812, 5813. 5814, 5815; 5816 DA TEO JANUARY s; 2005. 5. TH£ STANDARD SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION (GREEN BOOK) 6. PRELIMINARY CEOTECHN/CAL EVALUATION. LOTS 20 AND 21, APN'S 276-290-24 216-290-21 .t 276-130-68 DATED JAN. 13. 2004 .t UPDATE DAlEO DEC. 3. 2007 BY CEOSOILS. INC.' t.erre-~ tJllte t? JUNt: tr, 1o~a 1. TH£ SAN 0/ECO AREA RECIONAL STANDARD DRAWINGS ANO AS MAY BE MOO/RED BY THE CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROVAL DOCUMENT MITIGATED NEGAT/vE DECLARATION .t MIT/CATION MONITVRINC .t REPORTING PROGRAII PER Pf.ANN/NC COMMISSION RESOLUTION 5812. IJ. STORM WATER POl..lUllON PREVENTION PLAN {SWPPP) FOR VISTA LA COSTA BY O:?AY CONSLILTANTS DATED: OCTOBER 18. 2001, WDID Na 9 37C3506l.1 10. STORM WATER !.IANACEMENT Pf.AN {SIYMP} PREPARED BY O:?AY CONSLILTANTS DAlEO: APRIL 2~ 200~ SIYMP NO. ~W/Jf'tJ&Joo~ II. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK ANO CALTRANS CONSTRUCTION SITE Bl.IP MANUAL QUANTITY 152 SF 1,128 SF (19J SF 2,700 SF LEGENO DESCRIPTION SUBDIVISION BOUNDARY· • · • • • • • • • • • • • • • • • • • • • EXIST/NC LOT LIN£. • • • . . . . • . . . . . . • . . . • • . . . . . LOT NUMBER .....••••••.•.•......•....... PAO D.EVA TION. • • • • • • • • • • • • • . . • • • • • • • . . . FINISH FLOOR ELEVATION. . • • • • • • • • • • • • • • • • • • • RIGHT OF WAY. . ....................... . EXIST/NC CONTOURS. • • • . . . . . . • . . . . • . • . . . • . . CONTOURS .•••.....•••.•...•......•.... PARK/NC LOT STREET UC/ITS. • • • • • • • • • • • • • • • • • • • • • • STOP S/CN. • • • • • • • • • • • • • • • • • • .CAL TRANS RI. • •• WATER MAIN. . • . . . . . . . . • . . . . . • /DWG. 46fo• f ) . EXIST. SE/ICR MAIN .t A.H. . . . . . • • • • . /DWG. 41'/4-/ ) . 4• HOPE HANCOR SURELOK OR ADS N-12 PRIVATE STORM DRAIN. 6" HOPE HANCOR SURD.OK PR/VA TE STORM DRAIN. • • • • • • • . . a• HOPE HANCOR SURD.OK OR ADS N-12 PR/VA TE STORM DRAIN. • 12• HOPE HANCOR SURELOK PR/VA TE STORM DRAIN. • • . •.•• 60" ADS N-12 UNDERGROUND DETENTION STOR/1 DRAIN (SEE SHEET 6 FOR DETAILs) . . . . . SYMBOi. ---------- 1 PAO = 49.J FF= 60.0 50 52 ' u---- -"- ---w--- ----o-s--- --SO--- --SO--- ----W--- ---so--- SD 181 ii/Oiilil!tntilOiil/1 QUANTITY BY OTHERS I EA 99 LF 561 LF 300 lF 23 LF 50 lF "AS RECOMMENDED IN PRD.JMINARY GEOTECHN/CAL EVALUATION. LOTS 20 ANO 21. APNS 216 290 20, 276-290-21 ANO 216-130-68. PREPARED BY GEO SOILS, INC. DATEO JAN. 13. 2007 .t UPDATE 12'xl2" SQUARE NOS C.8. /1200 TO/ /20J'. • •••••••••• 24' TRENCHDRAIN SEE ARCH. PLANS. . • • . . . . . • . . . . . . • IB'x/8" NDS /1802' PR BROOKS RECAST C.8.. • •••••••.•• 24"x24" NDS C.8. /2404' .................... . 181 ~ [QI 7£A I EA 3£A 2EA I EA DA TEO DEC. 3. 2007, TO BE VER/RED BY R-VALIJE TESl STANDARD DRAWING PER SAN DIEGO STANDARD DRAWINGS UNLESS OTHERWISE INDICATED. BENCHMARK: DESCRIPTION: ClSB-020 ROD DRIVEN TO REFUSAL IY/ CAP MK:? l.S. 6215 LOCATION: 5. 0 FOOT BACK OF CURB ON THE SOUTH SIDE OF LA COSTA A VENUE, 220 FEET /ICST OF ROMER/A STREET RECORD FROM: R.aS. 17271 ELEVATION: 104.25 DATUM.· N. V.C.O. OF 1929 REFERENCE DRAWINGS OWG. l -5548 GRADING PLANS FOR LA COSTA SOUTH UNIT NO. 5 OWG. T.M. 2694-5 CIBRALTAR STREET IMPROVEMENT Pf.ANS IN LA COSTA SOUTH UNIT Na 5 OWG. 456-1 IMPROVEMENT PLANS FOR VISTA LA COSTA OWG. 456-L LANDSCAPE Pf.ANS FOR VISTA LA COSTA CIVIL ENGINEER/LANO SURVEYOR O:?A Y CONSL/l TANTS, INC. 2710 LOKER A VENUE /ICST, SUI TE 100 CARLSBAD, CA. 92010 (760) 931-7700 EARTHWORK QUANTITIES ESllMATEO cur--~5""1,'--"00"------er FILL: -150 er EXPORl 5. 250 er REMEDIAL GRAD/NC.· 22000 CY" EST/I.IA TES DO NOT INCLUDE ALLOWANCE FOR SHRINK OR BULK 'REMEDIAL GRADING QUANTITY IS AN EST/MA TE ONLY. ACT/JAL QUANTITY Hfll DEPEND ON RELD CONDITIONS. TYPE ll-4' CLEANOUT .....••..••.... D-9. . ... . CRADEO SI.OPES {2.· / MAX}. . .........•......•. DA YLICHT LINE .••..•....••.•...••..•..•.. INTERSECTION S/CHT DISTANCE ..•......•...•..... GRASS SWALE. • • • . . . . . .(SEE DETAIL '8' ON SHT. 3) ••.. 8/0RETENTION SWALE. . . • . .(SEE SECTION 'F-F' ON SHT. 5). RETAIN/NC WALL (BY SEPARATE PERMIT}. . ...•......• 6" CURB. • . . . • . . . . . . . . . . . . . . .C-1 . 6" CURB ANO CUTTER. • • • • • • . . . . .••• C-2. MOO. 3' MO£ CROSS-CUTTER. SEE DETAIL ~' SHT. .1. LEGEND CONl TO LEFT =-r==r= ---------- • R£0UIREO TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. AGR££M£NT TRENCH MP-52 PVT SW!.IP 4 DRAIN FILTERS B/0RET£NllON DETAIL ON SHT. 5 PVT SW!.IP 5 SWALES S/JSMP PROJECT PRIORITY ti/GH Pi,ilNN~!~PARTMENT APPROVAL . / (SIGNED) DATI!: / /b /Cff ,Oon Ne<4 ~ PUNlllNG m101 -:::::::::;: ~:: :K -DATFL /~/,:;'I (SIGNED) /' / . RECOIIMENDED BY· litZ~af"~ /1.h sh<--P NA.l!E) "AS-BUILT P.E. EXP, ___ _ REVIEWED BY: INSPECTOR lOSF 21/J IF l#J IF 90 SF MAINTENANCE FREQUENCY TWICE/YR ANNUALLY " DATE DATE 1/ROfESS/~ ~ t.EIS C ~ /::? '1. ~ f----jf----+-----------f----+---+--+-------11 SH1EET I CITY OF CARLSBAD I SH1EE1TS I ENGINEER I NG DEPARTMENT ~=:'...'::::=========----===: "' '<e' 0 --~ r--z c.,:2. 1('T'1 \.t NO. 46935 ~ * EXP. 09/30/09 * J''9')l t'IVI'-fl-*~ l' OF CAl.l~Cl GHAO/N(} Pl.ANS FON: c.r. 04-05 VISTA LA COSTA c.P. 04-01 lC. 04-0!J TITLE SHEET liP .A. 04-11 APPROVED: NOTE!! -• "LSBAD MUNICIPAL WATER DIST" DAVID x~~ t.a.~c, £1£CTRONIC DA TA RL[S AR£ FOR R£F£R£NC£ ONLY ANO AR£ NOT TO 8£ US£0 FOR HORIZONTAL OR vERTICAL SURvEr CONTROi. 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 1 OD Planning Carlsbad, California 92010 Processing ~ / ~ 760-931-7700 Surveying , ..,,,. -------DAVID A.J:!AYSER-DATE INITIAL . DEPUTY CITY ENGINEER PE 33081 EXP. 6/30110 -rfiJE 7X DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL REVISION DESCRIPTION ANO DISPOSED OF AT A SITE APPROV[l) OF BY TH£ CITY £NC/NEER. -----------------------------------------------•F•o11x:•7•61110•-91113.,1-.,B1116111BO•-------~ CAR,.lllll;' RCE: 46935 ...JlEPttn--c1TY ENGINEER R.C.E. 33081 EXP. 67c ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL CHKD BY~ RVWD BY. C.T. 04 05 456-!A G: \031060\031 D60-REV1S!ONS\0360g01.dwg Jun 16. 2008 10: 42om Xrefs: 0.360G 0 ~ :E 0 G') -h ~ ~ (JI ~ q> ~ EROSION CONTROL NOTES f. IN CASE EMERGENCY WORK IS REOIJ!REI), CONTACT SHAHLA ABEOI AT N/,4, PHONE NO. (949} 533-8669 2. EOIJIPMENT ANO WORKERS FOR EMERGENCY WORK S/-/All BE MAO£ AVAILABLE AT All 111,(ES OUR/NG THE RAINY SEASON. All NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACIUTA TE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL DEVICES l'IHEN RAIN IS EMINENT. .J. EROSION CONTROL OEVICES S/-/0/'IN ON PLANS SHALL NOT BE MO'tf:O OR MOD!f/EO llfll/0/JT THE APPROVAL OF THE ENGINEER/NC INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE All EROSION CONTR(X DEVICES TO WORK/NC ORDER, TO THE SATISFACTION OF THE CITY ENC/NEER AFTER EACH RUN-OFF PRODUCING RAINFALL. S: THE CONTRACTOR SHALL INSTALL AOO/l/ONAL EROSION CONTRa MEASURES AS MAY BE REOIJIREO BY THE CITY ENGINEER DUE TO UNCOMPLETED CRAOINC OPERATIONS OR UNFORESEEN CIRCUMSTANCES l'IHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUTIONS TO PRE'tf:NT PU8l/C TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONO/l/ON. 1. All EROSION CONTROL MEASURES PROVIOFO PFR THE APPRO'tf:O GRADING PLAN SHALL BE INCORPORA TEO HEREON. 8. GRADED AREAS AROUND THE PRMCT PERIMETER MUST DRAIN AWAY FRQ/.1 THE FACE OF SI.OPE AT THE CONCLUSION OF EACH WORK/NC DA r. 9. All REMOVABLE PROTECTl'tf: DEVICES S/-/0/'IN S/-/All BE IN PLACE AT THE ENO OF EACH WORK/NC DAY l'IHEN THE fl'IE (5) OA Y RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT ANO OTHER DEBRIS S/-/All BE REMO'IEO AFTER EACH RAINFALL. 10. All GRA ITT BAGS SHALL BE BURLAP TYPE llflll 3/4 INCH MINIMUM ACCRECA TE. If. S/-/OULO GERMINATION OF H)VROSEEOEO SLOPES FAil TO PROVIDE EFFECTl'IE CO'IERAGE OF GRADED SI.OPES PRIOR TO NO'IEMBER 15, THE SLOPES (90% CO'IERAGE} SHALL BE STABILIZED BY PUNCH STRAW /NSTAL/£0 IN ACCORDANCE Willi SECTION ~023 OF THE EROSION ANO SEDIMENT HANOBOOK OF THE OEPARWFNT CONSERVATION, STATE OF CAUFORNIA. TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION All PFRMANENT ANO TEMPORARY EROSION CONTROL PLANTING ANO IRRIGATION SHAll BE INS/illLEO ANO IMINWNEO AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS ANO THE FOLLOW/NC: A. HYOROSEEOEO SHALL BE APPLIED TO: f. All SLOPES THAT ARE GRADED 6: f (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN flEJGHT ANO ADJACENT TO A PUBLIC WALL OR STREET. b. All SLOPES 4 FEIT OR MOR£ IN HEIGHT. 2. AREAS GRAIJEO FIATTER THAN 6.·f WHEN ANY OF THE FOLLOWING CONOmONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING} WITHIN 60 OA~ OF ROUCH GRAD/NC. b. /OENT/f/EO BY THE PARKS ANO RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONO/TION IOENTIFIEO BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYOROSEEOEO AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: f. All SI.OPES THAT ARE CRAIJEO 6.· I OR STEEPER ANO THAT AR£· a. THREE TO DCHT FEET IN flEJCHT SHALL BE IRRIGATED BY HAND WATER/NC FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL S~TEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 10.0% COVE"'4G£ b. GREATER THAN 8 FEIT IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL S~TEM OF LOW PRECIPITATION SPRINKl£R HEADS PROVIDING :oo;r COVE"'4G£ 2. AREAS SLOPED 1£55 THAN 6.·/ SHAll BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO H)VROSEEO/NG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEJJE TO PROV/OE IRRIG4 TION TO THE CITY ENGINEER. TH£ PROPOSAL SI/All BE SPEC/f/C REGARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEJJENTS OF THE PROPOSED S~TEM. .J. IRRIG4T/ON SHALL IMINWN THE MOIST/JR£ LEVEL OF TH£ SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYOROSEEOEO GROJIITH. C. HYOROSEEOINC MIX SHALL CONSIST OF All OF THE FOLLOWING: o. £ f. SEED MIX SHALL CONSIST OF NO 1£55 THAN.· a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO !ESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CAUFORN/CA d. ,f. lbs. PER ACRE OF ACHILLEA MlllEFOLIA •· 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW} f. 1/2 lb. PFR ACRE OF OIMORPHOLECA g. ITEMS c,d,e, ANO f OF THIS SUBSECTION I.IAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYOROS££D£D IS NOT VISIBLE FROM DTHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATE.O WITH A NITROGEN FIXING 84CTERIA ANO APPLIED DRY EITHER BY OR/LL/NC OR BROADCAST/NC BEFORE HYOROSEEOING. ,. All SEED I.IATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CAUFORNIA DEPARTMENT OF FOOD ANO AGR/CUL T/JRE CERT/FICA TION TAC ATTACHED TO, OR PRINTED ON SAID CONTAINERS. ;: NON-PHYTO-TOX/C WETTING AGENTS I.IAY BE ADDEO TO THE HYOROSEEOEO SLURRY AT THE DISCRETION OF THE CONT"'4CTOR. 2. TYPE 1 MULCH APPLIED AT THE "'4TE OF NO LESS THAN 2000 lbs PER ACRE TYPE 6 MULCH (STRAW) I.IA Y BE SUBSTITUTE 0, All OR PART, FDR H)1}"'4Ul/CAllY APPLIED FIBER 1./ATER/AI.. WHEN ST"'4W IS USED IT MUST BE ANCHORED TO THE SLOP£ BY MECHANICALLY PUNCH/NC NO l£SS THAN 50% OF THE STRAW INTO THE SOIL .J. FERTILIZER CONSIST/NC OF AMMONIUM PHOSPHATE S/Jlf.41£, 16-20-0, WITH 15% SULPHUR APPLIED AT TH£ MTE OF 500 lbs. PER ACRE AREAS TO BE HYOROSEEOEO SHALL BE PREPAREO PRIOR TO HYOROSEEDINC BY.· 1. ROUGHEN/NC THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF.· a. TRACK WALK/NC SLOPES STEEPER THAN 6: f b. HARROW/NC AREAS 6:1 OR FIATTFR THAT ARE SUFFICIENTLY FRIABLE c. RIPP/NC AREAS THAT Will NOT BREAK UP US/NC ITEMS a OR b ABOVE 2. CONOIT/ONINC THE SOILS SO THAT IT IS SUITABLE FOR PlANTINC BY.· a. ADJUST/NC THE SURFACE SOil MOISTURE TO PROVIDE A DAMP BUT NOT SATU"'4TE.O SEED BEO. b. TH£ AOO/TION OF SOil AMENDMENTS, PH AOJUSWFNT, LEACH/NC OR COVER/NC SALINE SOILS TO PROV/OED VIABLE CONDITIONS FOR GROWTH. HYOROSEEOEO AREAS SHALL BE /MINTA/NED TO PROV/OE A VIGOROUS GROWTH UNlll THE PROJECT IS PER/.IANFNTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSEEOED IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPl£TEO AND All BONDS RELEASED. ENGINEER's NOTES 1. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPRO/IEMENTS AR£ NOT CONSTRUCTED PRIOR TO TH£ OEADLINE DA TE OF THE IMPRO/IEMENT AGREEMENT. 2. TH£ EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES S/-/OWN ON THE CONSTRUCTION PLANS llfRE 08TAIN£0 BY A SEARCH OF TH£ AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FRQ/.1 THAT S/-/OWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANO ANY OTHER EXIST/NC FACILITIES OR STRUCTURES NOT SHOWN. .J. THE CONTRACTOR S/-/All 'tf:RIFY THE LOCATION OF All EXISTING FACILITIES (ABO/IEGRO.UND AND UNDERGROUND) WITHIN THE PROJECT SITE SUfflC/ENTLY AHEAD OF TH£ CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION PLANS IF IT IS FO.UNO THAT THE ACTUAL LOCATIONS ARE IN CONFUCT WITH THE PROPOSED WORK. ,t.. PRIOR TO THE ISSUANCE OF GRAD/NC PERMITS. A CONSTRUCTION OUST ABATEMENT MANAGEMENT PROGRAM S/-/All BE PREPARED ANO SUBMITTED TO THE CITY OF CARLSBAD FOR APPROVAL. IMPLEMENTATION OF THIS MEASURE S/-/All BE /IERIFIED BY THE CITY OF CARLSBAD £NC/NEER/NC OEPARWENT ON ESTABLISHMENT OF THE PROGRAM, ANO PERIODIC INSPECTION OUR/NC GRADING. "" S: PRIOR TO THE ISSUANCE OF GRAD/NC PERMITS, AN OFF-ROAD ANO ON-ROAD MOBILE SOLIRCE EMISSION REOUC110N PROGRAM SHALL BE PREPARED ANO SUBMITTED TO THE CITY OF CARLSBAD FOR APPROVAL. IMPLEMENTATION OF THIS MEASURE S/-/ALl BE /IERIFIEO BY THE CITY OF CARLSBAD ENGINEER/NG OEPARWENT ON ESTABLISHMENT OF THE PROGRAM, ANO PFR/00/C INSPECTION OUR/NC CONSTRUCTION OF THE PROJECT. \'---, --R_- \ -- 6. ANY IMPORT SOILS SHALL BE EVALUA TEO BY SOILS £NG/NEER FOR SUITABILITY PRIOR TO HAUL/NC ONSITE. AT LEAST THR££ OA J-5' OF LEAD TIME IS REOUIRED FOR APPROPRIATE LABORATORY TESTING. 1NO 1 2 3 5 f.;: "' DATE REC, 11-18-1969 03-10-1970 07-13-1970 08-27-1984 \I.QFESSta,,;, IIEIS .,;._'V '" ,. \it NO. 469 EXP. 09/30 DOC. NO. F/P 211764 MAP 6600 F/P 121408 84-325373 EASEMENT TABLE BENEFICIARY NATURE OF EASEMENT DISPOSITION SAN DIEGO COUNTY ORA/NACE EASEMENT PORTION TO REMAIN FLOOD CONTRa. OISTR/CT Cl TY OF CARLSBAD ORA/NACE EASEMENT TO REMAIN LEUCADIA COUNTY SEl'ER EASEMENT TO BE OUITCl.AIMEO WATER DISTRICT -HILL TOP OE/IEL OPE RS DEED RESTRICTION TO REMAIN _ •. O'Day Consultants, Inc. DESIGNED BY: N.f" .• R.B. DATE: APRIL 2008 DRAWN BY: 11.P, CF. SCALE: AS SHOWN PROJECT MGR.· 11.N.C. JOB NO.: 031060 ENGINEER OF WORK: \ C/VI~ OF CA\..\ 2710 Loker Avenue West Suite 100 Carlsbad, California 9201 0 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing SuNeying DATE: /o-1~ • oS RCE: 46935 / --..... ce~rn/ I I .-~~/ I Ii I ,, \ " I ' '\\ \ " '--... '--... '--... '--... '--... SHEET INDEX t TITLE SHEET 2 KEY MAP ANO NOTES I ~ I I ' " I f,';~G ~ I . I ) '<;'l,.;j. oos}u o -:\ \ Pl J SECTIONS ANO DETAILS 4-5 GRADING PLANS 6 DETENTION BASIN ,t BIOR£T£NTION SWALE 7 PLAN ,t PROFILE PRIVATE DRIVE '.4' 8 SIGNING, STRIPING ,t PAVEMENT SECTIONS g HORIZONTAL CONTROL PLAN 10 REMEDIAL GRADING ff REMEDIAL GRADING SECTIONS KEY LEGEND -w---EXISTING WATERLINE --EXIST/NC SEl'ERLINE @ EXIST/NC SEl'ER IA TERAL C® EXIST/NC WATER IA TERAL =:so== EXIST/NC STORM DRAIN --50---STORM DRAIN -w--WATER PER OHG 456-1 [1] S/-/EET NUMBER \ o' 1 o· 80' 20' 40' KEY MAP -- SCALE· 1'= 40' SCALE: 1' = 40' NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO B£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL "AS-BUILT " P.E. EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE I SH2EET I CITY OF CARLSBAD 1-------i---+-----------------,f-----+---+-----+-----< ENGINEERING DEPARTMENT I SH11TS I BENCHMARK: DESCRIPTION: Cl.SB-020 ROO ORI/IEN TO REFUSAL W/ CAP MK'o LS. 6215 LOCATION: 5.0 FOOT BACK OF CURB ON THE SOUTH SIDE OF IA COSTA A VENUE, 220 FEET HEST OF ROMER/A STREET RECORD FROM: R.O.S. 17271 ELEVATION: 104.25 DA TUM.· N. V.G.O. OF 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G:\031060\031060-RE'ASI0NS\0360g02.dwg Nov 04, 200B 10:35om )Crefs: 0360G; 03601P01; 03607UTI.; 0360GRD; 03601JAP; 0360site; 0360Ull +----+---1-----< DATE INITLI\L DATE IN\TLI\L OTHER APPROVAL CllY APPROVAL CHA/JING fl.AN$ FOIi: VISTA I.A COSTA KEY MAP &-NOTES DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/ro. C.T. (H-OJ c.P. {H-01 Z.C. {H-0, 6',,0 .A. {H-11 DRAWING NO. 456-IA co• 't;.>--------------~"~·-------------~ cs 10' 20· 20· 10' CS ~ ~ EXIST/NC -~ STREET UGHT ~ 4.5' 5.5' 5.5' 4.5' EXISTING 6' T'rPE );' I f/'__),.,,-EXISTING •·, : 2,r -CURB ~,rGI.JTT[R I ~ .,2,r . jI_J RRE H'/VRANT ~Y IV///// F///// I,'"-\ r--"-"-"'-"-"''' "-1'1 '-LEX/ST. 4'P.C.C. EXIST. 4• P.C.C. '-L.-,L.L -, c,nr"'AU( SIDEWALi( EXIST. 2• A. C. .,,,,._"' OVER A(J(JREGA TE BASE 5.0' EXISTING GIBRALTAR STREET 12' P/18/JC NOT TO SCALE 12' 5.0' 5.• T'rPE 'G' RN/SH_--....._ 2,r ~6-TYPE i;" CURB I CURB ,t GUTT[R ( RN/SH r;RADE , . 2,r 2.f \ r;RADE 4• P.C.C._:j,/ ., ., '" "·'' "-~" ·"-"-' '~"-~ '' "~ . ' ~ SIDEWALK 0.5'---11-,._l/ o.5'---11-WHERE SHOWN ON (TYP.) 4• A. C. OVER 7.5• (T'fP.) PLANS APPROVED BASE (MIN.) r EXISTING BUILDING NOT£!! OR AS RECOMMEN/.JEO BY SOILS ENC/NEER Pl PRIVATE DRIVE ~ I TRAFFIC INDEX= 5.0 NOT TO SCALE L6~.1) 3-(G BUILDING I ---➔~ ~ rEXIS11N5'~~' '----'Z GROUND I .:; RN/SH GRADE 2: I MAX r;RASS SWALE SEE DETAIL 'fl' AT RIGHT 8H f/Pf€ !JP. _J 10.25'.:t FF=50.00 AT GARAGE J A f: I /Nfi_lJ[NCE / -LINE e• vCP SE/lf:R CONCRETE ENCASED PER S.0. COUNTY DWG. T.M. 2694-5 TO BE ABANDONED BY LJID. REMOvf' ABANDONED SE/lf:R AS REQUIRED 8 Y SOILS ENGINEER. SECTION A-A SCAL£• , ... 5' SEE SHEET# FOil Pl.AN ~ ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL Tl?ENCH DRAIN PER ARCHITECTURAL PLANS BUILDING 2 FF-56.5 UNDERGROUND PARKING GF=46.5 BLDG UNE BUILD/NC 2 < ____,_ a ' IE PER PLAN / SLOPES fJ /. 0.f ' -.,f ~ J._.--CONCRETE .., " , SECTION 8-8 NOT TO SCALE SE£ SHEET 4 FOil Pl.AN 1£11' 14' DRAINAGE EASEMENT PER RNAl !.IAP EXISTING 12' DRAINAGE EASEMENT I I SECTION C-C SCALE: 1 • • 5' SEE SHEET# FOil Pl.AN 1£11' O'Day Consultants, Inc. 2710 Loker Avenue West Civil Engineering Suite 1 DO Planning DESIGNED BY: NF. R.B. DATE: APRIL 2008 DRAWN BY: MP •• CF. SCALE: !$ SHOWN PROJECT MGR.· M.N.C. JOB NO.: 031060 ENGINEER OF WORK: BENCHMARK: DESCRIPTION: ClSB-020 ROO DR/vf'N TO REFUSAL W/ CAP AIK'D l.S. 6215 LOCATION: 5.0 FOOT BACK OF C/JRB ON THE SOUTH SIDE OF LA COSTA A VEN/IE, 220 FEET 1/f:ST OF ROMER/A STREET I 3' I 560-C-3250 CONCRETE OVER 95,r COMPAC-rED SUBr;RADE 12' MIN. THICK (BASE AS RECOMMENDED BY SOILS ENC/NEER) DETAIL ~' -CONCRETE SWALE NOT TO SCALE NOTE: SEE SDRSD G-IJ FOR ADDITIONAL NOTES &-DETAILS. ___,f'--_'r'.i._-.c..lf: _ -Iv :l/ t t ~-.....___ __ _.)t:...__;::'/1---,e::'...::J.--::::___~ __ ----4111,1R!ES I L __J I O. t' 1.1/N 2 MAX. 2 !.IAX. I VARIES 4' MAX I DETAIL '8' -GRASS SWALE NOT TO SCALE ,, AS-BUILT ,, P.E. EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE 1-----+--+-------------+----+----+--+----I I SHJEET I CITY OF CARIBBAD I SH1EET1 s I ~::::::::::::::--'===EN:::G:::IN:::E::::E:::R:::IN:::G=D:::E:::P:::A:::RT:::M:::E:::NT:::::::=~=::::::::= I,\ GRADING Pl.ANS FOH: VISTA LA COSTA SECTIONS &-DETAILS APPROVED: DAVID Af ~lJE~/ DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/1/J OWN BY: PROJECT NO. c.r. 04-0$ C.P. 04-01 z.c. 04-0I G.P .A. 04-14 r,,~q, DAE DRAWING NO. Carlsbad, California 9201 0 Processing /ill I I ___ 760-931-7700 Sur.eying ~~' VV..,7 .,l'c--V"~ -~~i;;-:-:-:-:-:-:..:::D~A~T.:::E~:~b-~=C:2<.,].'\;;o_>;J.l ___ ...,:~;::.._:;;:,~=:.~.::.;.::. __ .1.::=::.:.:::J. ___ ~~:.;.:.::;:~~----l!=..::::.J...::;.::::..u~~~~~~~iiiiii~iiiiii~iiiiii~iiiiiiiii~~~_;;;;;~ ._--------------------------------------------•Fa•••: •76•0--9•3•1-•8•6•8□--------~ N CAR~' RCE: 46935 RECORD FROM: R.O.S. 17271 ELEV 104.25 DA TUM.· N. V. G.D. OF 1929 DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CHKD B'" RVWD BY:.__,, ,,,,, C.T. 04-05 456-IA G: \031060\0J1060-RE'1SIONS\0360g03.dwg Nov 04, 2008 10: 18cm Xrefs: 0360G 0 w ::E 0 G') -11,l::o I.Ji. (J1 I.Ji. q, ~ \ A SECllON A-A ~-T. ___ _ SEC SHlCT .J £»S17NG -...__ • @ BUIUJIN(; --..._ ~ fl! .... 5 ' 8//IUJ!NG _ __, SETBACK I P. 0. C. I I I I I I ~· I It / I I I I L-j ' / 59.2 / fl./HP O//ll£T T(J. SWALE 56. (} R. BU/LO/NG LINE '---"-GARAGc LINE Bil.OW !()' BUIUJINf'. Sf:TBACK. ,, 10.5' SWALE - 56 Q,,.=0.95 CFS 6', / ~ . c.J" B/J/LIJ!N6 I FF'-60.0 AT 1ST FLOOR FF.::: 50.0 AT SARAC£ PAO.::: _.,9..J AT GARAGE --- > 2% 'rr_.._-,:._-L..-,.,r-LLJ__J <J p_, n~ ~, <}% r-------1 ~I ~UV -PAllO ~, ! /fti I F2-..L=~'-'--ll.c<JL GARA~ !8£1.0W / ----------------~------ --..;;..--..;;.. 55.0 TG PATIO ,·-~ <Z I .~ I '\, )/ 58.6 R. I ,._, NOTE 8 '' I I I j_!!_ ---------------- o· 2.s· 10' 5 20' SCALE: 1• = 10' ~ "5. -L::::;~,;::::::::cc:~ 15' BLOG. ,,,<$> SETBACK~ ~<e,_,:0 I ~~ P.O.C. NOT£ II £l£CTRONIC DATA RIES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 1€RllCAI. SURl€Y CONTROL ':'.' ~ "' 2 fESS/ \IEIS 'it NO. 469 * EXP. 09/30 "qt' C/V\\. OF CALI "'?o. C: @ 2710 Loker Avenue West Suite 1 DO Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 TS '-S PAllO . '-11--~ <J v Civil Engineering Planning Processing Surveying EZEV DESIGNED BY: NF .• R.B. DATE: APRIL 2008 DRAWN BY: MP, CF. SCALE: 1° ~ 10' PROJECT MGR: M.N.C. JOB NO: 031060 ENGINEER OF WORK: DATE: (,,.fro-_,ll N. CARROil. RCE: 4693 <1 <J • " q <1 <J " q " SEE ARCH PLANS (TtP.) -'3- ~ q " " q <J q STORM DRAIN/ SEE SHEET 5 q " <, 55.2 EG VEGcTA TEO SWAL£ SEE DETAIL '8' ON SHT. J STORM DRAIN BOX DATA DESCRIPTION f INSTAil 6 HOP£ 90• ELBOW ,t 6 NOS A 7RIUII GRATE /80 TG= 5J.6 IE= 522 Q,,,=0.07 CFS 2 INSTAil 18 x18 BROOKS ?RECAST C.B. W/SOLIO COVER TRAFFIC RATEO RIii= 55.76 IE= 5f.80 0,,,=0.49 CFS (OUT) J INSTA/1 6 HOPE 90• ELBOW ,t 6 NOS A 7RIUII GRATE /80 TG= 516 IE= 5'1.6 o,,, =0.# CFS 4 INSTAil 4 "x6 HDPE W>f IE= 5105 Q,,,=0.02 CFS INSTALL 4 x4 x4 HOPE WY£ 5 IE= 5100 (4'} 0,,,=0.05 CFS (OUT) INSTA/1 8 x8 x8 HOPE W>f ANO fN 8 x4' HOPE REDUCER 6 1£= 56.39 (8'} 1£= 56.56 (4'} Q,,.=0.31 CFS (OUT) 7 INSTA/1 f2xf2 NOS C.B. /f20(} W: SOLID COVER /£= 56.60 Q,,.=0.26 CFS · Q,,.=O. 19 CFS 8 /NSTA/1 8 x8 x8 HOPE WY£ ,t /N 8 x-1 HOPE REDUCER POINT OF CONNECTION 2X - GARAGc OVERHANG AT 9•11110,1110 2 BELOW SECOND l£',,f/. vu.. //Y1 TENOEJ) FOOTING __ ..:.:.:.:=--:-==~:;;;;-;;i T PATIO FF= 56.5 AT FIRST FLOOR L=9,5: H=5,3' Ff= 46.5 AT GARAGE B PAO= 45.8 AT GARAGE 6' SE~R LA TE/?AI. BU/UJ/NG Ovr:RHANG AT SECOND l£',,f/. C RIOGE \ \ TC \ tzs-s I 8~1 C ---.... ~=-~ 20!J'LINE~c;i,,l-==1==-+-i==- 55.3 FG =12V9'J7' R=550.0, --~L~=~l1=6.7L G SIGHT 0/ST(INCE !;ORR/DOR SEE NOTE IJ ., --;---~ EXISTING TREE .,5. !-I 1fC, · TO 8£ REMO'vfO MATCH £)(!ST. 1--EX!SllNG t.56 COPPER~- WA !ER SERJIICE TO REMAIN AOJVST METER TO GRADE 54.90 FS IE= 56.l!J (8'} /£= 56.31 (-1'} 0,,,=0.47 CFS {OUT) 9 INSTALL 8 HOPE 45' D.BOW ,t C.O. IE= 56.06 (8') Q,,,,=0.47 CFS INSTALL /8x/8 BROOKS ?RECAST C.B. W/SOL/0 COVER TRAmc RATEO} /O RIii= 41# IE= 43.60 (6'} IE= 43.40 (8'} Q,,,=f.27 CFS (OUT) TRENCH ORAIN SEE ARCH. PLANS If TG= 46.41 Q,,,=f.05 CFS SEE SHEET 5 12 IE= 4278 (8'} Q,,,=l,89 CFS (OUT) /NSTA/1 6 x6 x6 HOPE W>f 13 IE= 53.12 (6'} l£=53.21 (4'} Q,..=0.26 CFS INSTA/1 6 x6 x6 HOPE W>f 14 PO.C. SEE ARCH/7EC11/RAL Pl.ANS IE= 53.09 (4'} Q,,,=0.31 CFS {OUT) 15 INSTA/1 18 x/8 NOS C.B. /188-1 W, ATRIUII GRATE NOS /f89/ P.O.C. SEE ARCHITECll/RAL Pl.ANS TG= 54.5 IE= 5255 (8'} IE~ 5272 (6'} Q,,,=0.48 CFS (OUT) 16 INSTA/1 8 HOPE '1.5' ELBOW~ C. 0 . /£= 5246 (8'} 0,,,=0.48 CFS 17 INSTA/1 8 x8 xB HDPE WY£ ,t IN 8 x-1 HOPE REDUCER IE= 428-1 (8'} IE= 4J.O(J (4'} 18 INSTA/1 6 "x6 x6 HOPE WI!;; fN 6 x4' HOPE REOUCER, /N 22.5· BENO .t fN C.O. PER SC-01 1£ = 56.16 6' IE= 56. 84 4 • Q,,, =O. 26 CFS CD /NO/CATES ROOF ORAIN AT 8/J/LO/NG. EXISTING BU/LO/NG ORA/NAG£ EASD.IENT . PE,(? FINAL MAP SEE ARCHITECll/RA/. PLANS FOR DETAILS. C.O. /NO/CATES CLEANO/JT PER SC-01 STORM DRAIN DATA ~ LENGlH REMARKS Q, .. 1 '12' 6-HOPE tJ 0. 95% 0.07 CFS ,--L -I/ 6" HOPE fJ 6. OOZ 0.4# CFS 3 47 -1• HOPE fJ 0.51% 0.05 CFS .,_ 1.f.' 4' HOPE ti 0.50% 0.05 CFS 5 51 6' HOPE ti 0.50% 0.26 CFS 6 29' 8' HOPE fJ 0. 70% 0.26 CFS 7 40 8-HOPE fJ 0.50% 0.31 CFS 8 23' 8' HOPE fJ 0.50% 0.-17 CFS 9 82' 6' HOPE O 6.5% ~ 127% 0.49 CFS 10 5' 6' HOPE ti 104% 1.05 CFS 11 70' 8' HOPE O 0.88¥ 1.27 CFS 12 43' 6' HOPE O 0. 65¥ 0.26 CFS 13 58' 6' HOPE (I 0. 70¥ 0.31 CFS H 15 8' HOPE fl 0.6/X 0.48 CFS 15 16' 4' HOPE (I 2J.75X NOTES: I. FOR WAllli' ANO SEHER 1/IPROVEMENTS SEE OWG. 456-f. 2 COVERED TRASH ENCLOSURE PER CITY OF CARLSBAD STANOARO DRAWING GS-16 ANO ARCHITECllJRAL PLANS. J. IT] /NO/CA TES EASEMENT. SEE SHEET 2. -I. @,@ ,t @ SEE LEGEND ON SHT. /. 5. SORSO TYPE C-4 RETAINING WA/1 IS BY SEPARATE PERMIT. 6. PAO EI£VAllON IS BASBJ ON ASSUMED STRUCllJRAL SECTION OF 5' CONCRETE SLAB OVER 4' SANO. AOJVST PAO EI£VATION BASED ON STRUCll/RAL SECTION SHOWN ON ARCH/7EC11/RAL Pl.ANS. 1 SEE ARCHITECllJRAL Pl.ANS FOR ALL HAROSCAP£, STEPS ANO PATIO OETAILS. 8. INSTA/1 HANDRAILS FOR RAMPS >5% SLOPE. -SEE ARCHITECTURAL Pl.ANS. 9. SEE SHEET 8 FOR AOO/llONAL ACCESSIBLE PA 7H. CONTRACTOR TIJ CONTROL GRAOES .t MOTHS TO ENSURE CO/IPL/ANCE WITH AOA REQUIREMENTS. 10. 20' SEHER EASEMENT TO LMJ REC. JUNE Z 20o.8 F,IN 2008-0295020. 11. CONNECT 4• PERFORATED WA/1 ORAIN TO -1• HOPE STORII DRAIN 46.8 IE. 12. FOR ROCT ORA/NS, SEE ARCHITECllJRAl Pl.ANS FOR ANAL LOCATIONS. NOTIFY ENGINEER OF CHANGcS. 13. NO STRUCTURE. FENCE. WALi.. TREE, SHRUB. SIGN, OR OTHER 08.ECT OVER JO INCHES ABOVE 111£ STREET LEvEl MAY 8£ Pl.ACED OR PERMITTED TO ENCROACH 111111/N 111£ AREA /IJENTlf/EO AS A SIGHT DISTANCE CORRIDOR IN ACCORDANCE WITH CITY STANOARO PU8l/C SlREET-OESIGN CRITERIA, SECTION 8.8.3 OR AS APPROVED BY THE CITY ENGINEER. 111£ UNOERL 'r/NG PROPERTY OWNER SHA/1 MAINTAIN lll/S CONOITION. /'I. 1• STEP AT PATIO ll/RESHOLD, SEE ARCHITECll/RAl PLANS FOR DETAILS. "AS-BUILT " EXP. ___ _ DATE ,__OESC, __ i'il_'IP_770._W--+_QllAN71. __ rt _ __, REVIEWED BY: TRENCH ORAIN I EA. INSERT INSPECTOR DATE I SH4EET I CITY OF CARLSBAD 1------1--+------------------11----+--+----+---l ENGINEERING DEPARTMENT DESCRIPTION: LOCATION: CLSB-020 ROD OR/VEN TO REFUSAL W/ CAP MKiJ l.S. 6215 5.0 FOOT BACK (T CURB ON ll/E SOUlll SIDE OF LA COSTA A VENUE. 220 FEET HEST (T ROMER/A STREET RECORD FROM: R.O.S. 17211 ELEVATION: 10~.25 OAll/11: N. V.G.O. (T 1929 l-----l---+-----------------11----+--+----+---t QATE INITL',L DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\031060\031060-REVISIONS\0360g04.dwg Doc 09, 2008 9:30am Xrefs: 0360G; 0J601P01; 0360MAP; 03607utl; 0J60site; OJ60Ull..; 0J60GRD GRADING Pl.ANS FOIi: VISTA lA COSTA APPROVED: DAVID A. HA~ 2K DEPUTY CITY ENGINEER PE 33081 EXP. 6/30//0 DWN BY: CHKD BY~ RVWD BY~~ PROJECT NO. C.T. 04-05 c.r. 0-I-~ C.P. 0-1-01 z.c. 0-1-0, G.P A O.f.-1 .f. DRAWING NO. 456-fA ' :I I I o· 2.s· 1 o· 5 SCALE: 1• = 10' ..\- 20' 6"x6" MOW CURB. J' 4.5' J' CAST AROUND HOPE -------- 01£RLAP 6"x6" MOW CURB FINISH CRAOE MR/Es ----- 6" MIN. (I_REEBOARO Uli'AP TOP ANO BOTTOM lAYER \:'. /' CF HOPE AROUND /"/I Pl-t:' PIPE --4• MIN TOP lA YER CF HOPE MUST OvfRLAP BOTTO/I LA YER AND ,-......._ 8£ ANCHORED IN PlACE I I 18" MIN. SANO/COMPOST MIX ltlllf 5 IN/HR MIN. INF/l !RA l/ON RA TE TO BE vfRIFIED BY SO/lS ENGINEER. SEE NOTE BELOW MIRAFI 140N Fllll]r (FABRIC TO AllOW L DRAINAQ'" TO PIPE /'""....__J0-50 Mil HOPE It/TH All lAP SEALED PER MANUFACTIJRER's SPECIF/CATIONS 30-50 Mil HOPE ltfll{ All LAPS SEALED --.c..-~ PER MANUFACTIJRER's SPEC/FICA l/ONS --5• CF WASHED SANO (SE,?. 35} I fl;:1 -1-/_ \ -{,>~ R.,..-...., I C: ,-1\ '\ ,' \ ~ \ :::f::: \ \ I \ \ I \ \ \ \ 4• PERFORATED PIPE 1.0% MIN. INSTALL AlON!l SWALE f WITH PERFORATIONS ORIENTED DOWNWARD, ENCASED IN CLASS II, OPEN GRADED GRAl£l, 1/2" fl 12• llf/CK ANO WRAPPED IN !.I/RAFI 140N Fil TER FABRIC ---SECONDARY 4" PERFORATED DRAIN PIPE WITH PERFORATIONS ORIENTED DOWNWARD SLEEVED IN PERMEABLE SOCK CONSTRUCT[, TO GRAVITY FLOW tJ 1% TO TIGHllJNE CONNECTED TO STORM DRAIN SECTION F-F BIORETENTION SWALE DETAIL NOT TO SCA/I NOTE: IN ORDER TO ACHIEVE 51/HR INFILTRATION RATE, SANO/COMPOST MIX SHAll 8£ COMPOSED OF THE GRAIN SIZES BELOW AS RECOMMENDED BY GEOSO/lS: \ \ \ \ 0% PASSING THE NO. 200 SIEVE (0.075 mm) 5% PASSING THE NO. JO SIEVE (0. 60 mm) 20% PASSING THE NO. 14 SIEVE ( I. 4 mm) 70% PASSING 11{£ NO. IO SIEVE (2 mm) 85% PASSING THE NO. 4 SIEVE (4.15 mm) LA COSTA GOLF COURSE AIVD SPA I \ \ I \ \ \ ~ \ \ ~v-r~ 20' SEWER EASEMENT TO l WO ~C. JULY 1, 2008 . AJAP 14984 \ \ \ \ \ -1- \ \ \ 'S?c.._J" 57 SEE NO TE 6 I \ \ \ -1-57 -\ \ \ I I f ..\-AS F fa 2008-0360878 I \ -sc:-6' \ / / I \ \ \ \ lJNIJ£R(iH(X/ND OClENTKM __,_l __ ~-,-J.~-~~f--,~ l___ \ FACll.lTY . I/ 1, •. ··· , I -EXISTING 8" VCP \ \ SE£ OCTAL al SHT. 6 '·li5 C'· I ... ·-c:t::::-SE/IV? PER \ ?/ 0 I, I . T.M. 2694-5 \ \ 1:; ·. 1--Uf)Jr.-_ TO 8£ ABANDONED \ I I'<: I / IN PlACE BY OTHERS \ EXISTING 12· Pl-t:' / . / ;· I) I \ \SE/IV? BY L w.o. / I -:,./ I PRIVATE DRAINAGE .t \ , LANDSCAPE EASEMENT "> REC. NO/.£!.IBER 20, 2008 \ \ \ / /. / / AS F /N. 2008-060/586 __ -/---_ SEE NOTE 6 -\-'-\ / .✓ / r I ----~ \ / "}I -\ / ~----Z)\,, -....---/ .• 5?c9c/ ', -----~ ---~ -~\. / . . J I I 7 \ . 14 .. j..,,,/ / -t ---_J' ---r SEE NOJE 6 \ \ ),.. / . I v'-1" -\ \ .----\ \ ~==---+---. <..:'.? c.5' ----.J ---~ __::\-<7'>--\. \ £;' /1 \.. 46 ' ,--~ 50 /:!f<fP> \ 2·fJIA)(szoPE \\ \ \ \ ~ 01@. ~-5Q /7 ~0"-1--_;. 48 \ -1;-~\,.,--'<!JJ✓,~ 11~~. so I . BIORE1ENTION SWALE ,j .....-< \_ I/ 8 Hll;,7a-T 4 __ . SEE SECTION F-F BO/,£ ' -(JI?/' -. , ~ l' .· °""" ,() - 5 - F , n· '--- OUTLET TO v[G. SWALE .i. ,• .. ' •' •• '·'' ,• ,>· •. , PATIO 1-Acrhc.._T,· 56.41 ~1 rs I q '7 <l '7 ' ! ! ' ! \ ", . ~ EXIST. PCC UNED -~ · ·,/ DRAINAGE CHANNB. 5 <l '7 POOL '7 SEE ARCH. PLANS <l .SPA <l SEE ARCH. PlANS q '7 <I '7 q <l '7 <l (] '7 q STORM DRAIN BOX DATA @ DESCRIPTION I INSTALL 6x6'x6-HOPE WYE .t 6'x4' HOPE REDIJCER IE= 56.40 (6") IE= 56.49 (4") 0,,,=0.16 CFS 2 INSTALL 6"x6"x6" HOPE WYE .t 6"x4" HOPE REDUCER IE= 56.35 (4") IE= 56.27 (6") O,. =0.21 CFS (OUT} J INSTALL 6" HOPE 45' ELBOW AND C 0. IE= 56.0J 0,.,=0.21 CFS 4 !NSTAll 12"x12" NOS CB/ 1200 W/ 12• A TRIUJ.I GRATE, NOS /1280 TIE SUBDRAIN FROM 8/0RETENTION SWALE TO CB. TC= 55.0 IE= 51.BJ (6") IE= 520 (4" SUB DRAIN) 0,,,=0.95 CFS 5 INSTALL 6" 22 1/2' HOPE BEND AND Cl.EANOUT PER SC-01 IE= 50.0 0,.=0.95 CFS 6 INSTALL 24"x24" NOS CB./ 2404 W/ 24" GRATE TG= 52.6 IE= 42.95 (61 IE= 42.78 (8") IE= 42.45 (121 0,.,=1.89 CFS 7 SEE SHEET 4 IE= 52.46 (81 O,,, =0. 48 CFS 8 INSTALL 12"x12" NOS /f20J CB. W/ S0/../0 COl€R IE= 52.39 (81 IE= 52.13 (4") 0,.,=0.48 CFS (OUT} 9 INSTALL 12"x12" NOS /120.J C.8. W/ SO/JD COvfR IE= 52. 49 (4") IE= 52.15 (8") 0,,.=0.6J CFS (OUT} 10 INSTALL 12"x12" NOS C.8. /1200 W/ 12• ATRIUM GRATE /1280 TIE SUBDRAINS FROJ.I 8/0RETENllON SWALE TO CB. TG= 51.2 IE= 48.00 (6") IE= 48.20 (4" SUBDRAIN) O,,,,=l.07 CFS 11 INSTALL 6" HOPE 45' ELBOW .t C 0. IE= 41.JI 0,,,=1.07 CFS 12 INSTALL 24"x24" NOS CB. {f404 W/ SOLID COVER Rl!.I= 52.9 IE= 42.05 (12• IE= 42.55 (61 0,,,=2.91 CFS (OUT} NOTES: 13 INSTAll 12"x12· NOS /1200 CB. W/ GRATE TG= 462 IE= 44.1 SEE NOTE 8 ,,, INSTALL 12"x12" NOS CB /1200 W/ SOUD COi€/? RIii= 44.J IE= 41.J SEE NOTE 8 CD /NO/CATES ROOF DRAIN AT 8/JILDING. SEE ARCHITECTIJRAl PLANS FOR DETAILS. CO. INDICATES Cl£4NOUTS PER SC-01 STORM DRAIN DATA I@: LENGTH REMARKS , 27' 6" HOPE tJ 0.5JX 2 48' 6" HOPE tJ 0.50X J 7' 6" HOPE tJ 0. 5X 4 27' 6-HOPE tJ 6.5X 5 26' 6" HOPE tJ 2101 6 u 8-HOPE tJ 0.50X 7 49' 6" HOPE tJ 5. 7X 8 49' a• HOPE tJ 0.52X 9 / a• HOPE tJ 0.50X 10 17' 12• HOPE tJ 2.J5X If 67' 6" HOPE tJ 8./X 12 138' 6" HOPE fl 6.8X .t 1JX IJ 6' 4• HOPE O 2.0X Q, .. 0./6 CFS 0.21 CFS 0.21 CFS 0.95 CFS 0.95 CFS 0.48 CFS NOTE 8 0.48 CFS 0.6J CFS 1.89 CFS 1.07 CFS NOTE 8 0./1 CFS I. PAD ELEVATION IS BASED ON ASSUMED STRLICTIJRAl SECTION {F 5• CONCRETE SlAB OvfR 4• SAND. ADJUST PAD ELEVATION BASED ON STRLICTIJRAL SECTION SHOWN ON ARCH!TECTIJRAl PlANS. 2. II] IND/CA TES EASEI.IEN T. SEE SHEET 2. .J. SEE ARCHITECTIJRAL PlANS FOR All HAROSCAPE, STEPS AND PATIO DETAILS. 4. INSTALL HANDRAILS FOR RAMPS >5Z SLOPE. -SEE ARCHITECTIJRAL PlANS. 5. SEE SHEET 8 FOR ADDITIONAL ACCESS/Bl£ PATH. CONTRACTOR TO CONTRCf. GRADES et l',/Oll/S TO ENSURE COMPUANCE ltllH ADA REOUIREMENTS. 6. TEMPORARY CONSTRUCTION ACCESS UCENSE AGR££1,f£NT It/TH LA COSTA RESORT AND .SPA DATED AUGUST 1, 2008. CONTRACTOR SHAU OBTAIN A COPY CF SAID AGREDIENT AND llfOROUGHL Y FAM/l/ARIZE HI/ISELF ltfll{ SAID AGREEMENT. CONTRACTOR SHAU AB/OE BY All THE TERMS ANO CONDITIONS CF SAID AGREEMENT INCLUDING BUT NOT LIMITED TO: A. CONTRACTOR SHAU CONTACT STEvf A/JCKLAND CF LA COSTA RESORT AT (760} 931-7525 PRIOR TO COMMENCING CONSTRUCTION 8. CONSTRUCTION ACTl'rll/ES ARE PROHIBITED DURING A GO/.F TOURNAMENT. C. CONTRACTOR SHAU RETIJRN RESORT PROPERTY SUBSTANllAllY TO THE CONDITION ll/AT EXISTED BEFORE CONSTRUCTION, TO THE SATISFACTION CF lA COSTA RESORT. D. LA COSTA RESORT HAS INDICATED THAT THERE MAY 8£ AN DUSTING EmUENT WATER UN£ IN THE CONSTR/JCTION AREA. CONTRACTOR SHAU LOCATE AND PROTECT SAID UN£. CONTRACTOR IS RESPONS/BlE FOR ANY DAMAGE TO SAID LINE. 1. 20· S[HfR [AS[M[NT TO Litt/ REC. JUN[ 2, 2008 F /N 2008-029502a 8. EMERGENCY STORJ.I DRAIN Hfl.L ONl Y BE UTIUZEO IF TRENCH DRAIN BECOMES CLOGGED. 9. RETAINING WAll BY SEPARATE PERMIT. 10. FOR ROCF DRAINS SEE ARCHITECTIJRAL PLANS FOR f/NAl lOCA TIONS. NOTIFY ENGINEER {F ANY CHANCES. 11. 1• STEP AT PATIO THRESH0/.0. SEE ARCH!TECTIJRAl PlANS FOR DETAILS. RCOUIRCO TRCA TMCNT CONTROL BMP TABLC f------~------1 P.E. "AS-BUILT " EXP, ___ _ DATE ) .. jf; EXTENDED FoqTING L=9.5, H=5.J NOTE If f--OESC. __ 'R._'IP_TIO._W-+_(){J4N __ Tl_TY_-; REVIEWED BY: ,~ I i1 I i, SEE SHEET 4 t-=-.;._ FOR STORM 1 ' I I DRAIN NOT£ II £1.ECTRON/C DATA RLES ARE FOR RE/TRENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR vFRTICAL SURl!FY CONTROL FF= 60.0 AT 1ST f'LOOH FF= 50.0 AT GAHACE PAO= .(.!I.J AT 6AHA6£ I • O'Doy Consultants, Inc. C~/??~TS 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-6680 Civil Engineering Planning Processing Surveying --EXISTIN!l A.H. BY l. W.D. ~-GARAGE BEI.OW SEE SHEET 4 DESIGNED BY: N.f, R.B. DATE: APRI, 2008 DRAWN BY: MP, C.F, SCALE: 1° ~ 10' PROJECT MGR.; 11.N.C. JOB NO.: 031060 ENGINEER OF WORK: N. CARROl.l RCE: 46935 BENCHMARK: DESCRIPTION: LOCATION: CLSB-020 ROO DRIVEN TO REFUSAL W/ CAP MK'!J LS. 6215 5.0 FOOT BACK <F CURB ON THE SOUllf SIDE CF LA COSTA A VENUE, 220 FEIT HEST CF ROMER/A STREET RECORD FROM: R.O.S. 11271 ELEVATION: 104.25 DA!IJM.· N. V.G.O. CF 1929 1€GETA TED SWALE U5LF INSPECTOR DATE I SH5EET I CITY OF CARLSBAD I SH1EET1 s I f----+--+----------------11----+---t---;---; ENGINEERING DEPARTMENT l----+--+-----------------11----t---1---t---1 6/?AD~ l'W{5 FOR: VISTA IA COSTA t:r. 04-05 c.P. 04-01 Z.t: 04-09 G.P.A. 04-11 APPROVED: DAVID A. HA)15 14( ~., ,J. 4 l----+--+----------------1----t---1---t---1 =-oE::-:PccU:::cTY;-C;;:;:ITY=-:E=:cNccGlccNE;c;cEc:::-R-;P4n~3~30~8c:-1~E~X~P.,.-6:::/;;30cc-/,,::/()c-~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL G:\031060\031D60-REVISIONS\0,50gD5.dwg Dec 09, 2008 9:51am Xrefs: 036DG; 0360TP01; 0360MAP; 03607UTI.; 0360grd; 0360site; 0360utl DWN BY:1[;<. CHKD BY: RVWD B'!\ PROJECT NO. C.T. 04-05 DRAWING NO. 456-!A o· 2.s· 1 • 5 SCALE: 1 = 1 O' I I I I I I I I I 17 \ \ --- 20' "57" PRIVATE DRAINAGE &- LANDSCAPE EASEMENT REC. !l-10-:t.008 AS F/N tooa- --------------- EM[RG[NCY OVERFLOW 6' HDPE SO SEE SHEET 5 I I I Ol,01~6~ //y /// ~\) "v Q v POOL -----r \ I 9 -~✓ so~ L \ \ "' OETAIL 1C1 -UNOERCROUNO OETENTION SYSTEM SCAJE: ,. = to' NOTE.· ADS TO PREPARE OETA!LEO SPEC. DRAWINGS FOR 1/iE CONTRACTOR PRIOR TO CONSTRUCTlON. I I I I I I \ I I \ CONNECT 4• ANO 9• SO TO EXIST. PCC UNEO CHANNEL CORE THROUGH HEAOWALL (!E=34.08 a• SO) (!£=34.08 4• SO) X ;\'/SJ 49• RCP SD PER 0p.l 2694-5 X t}i:.>·,~;~;.. • .. ·: .... __ -~-,, j O'Day Consultants, Inc. NQ"{ES [08 AQS {JE7EN7lON BASIN; 1. MANIFOllJS AND PIPE MA !ER/Al USE/J FOR THE OETEN 1/0N BASIN SHALL BE AOS N-12 (WT) PIPE (OR EQUIVALENT}. 2. All REFERENCES TO aASS I MATERIAL ARE PER ASTAI D2321 'STANOARO PRACl/CE FOR UNOERGRO/JND INSTALLA 1/0N rY lHERMWLASTlC PIPE FOR SEl'tFRS ANO OTHER GRAVITY FLOW APPUCATlONS, LATEST EDl1/0N. J. OETENTlON SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ASTAI 02321, LATEST E0/1/0N ANO MANUFACTlJRER's PUBLISHED INSTALLATlON CU!OEUNES. 4. FTLTER FABRIC: INSTALL GEOTEXTllE FABRIC TO PREVENT M!GRATlON rY NA11'>£ FTNES INTO SELECT BACKFlll MATERIAL, AS REQUIRED BY SOILS ENGINEER. SEE ASTAI 02321 5. FOUNOA 1/0N.· WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVAIE TO A DEPTH REQUIRED BY THE SOILS ENGINEER ANO REPLACE WllH SUITABLE MA /ER/AL AS SPECIFIED BY SOILS ENGINEER ANO ACCEPIEO BY CITY INSPECTOR. 6. BEOO/NG: SUITABLE MA /ER/AL SHALL BE CLASS I. THE CONTRACTOR SHALL PROV/OE OOCUMENTA 1/0N FOR MATERIAL SPEC/FICA1/0N TO ENGINEER. UNLESS 01/iERWISE NOTED, BY 1/iE ENGINEER, MINIMUM BE OD/NC lH/Cl(NESS SHALL BE 6: 1. HAUNCHING ANO INl1/AL BACl(flll: SUITA8/E MATERIAL SHALL BE CLASS I IN THE PIPE ZONE EX/ENO/NC NOT LESS 1/iAN 5• ABO'>£ CROIIN rY PIPE. THE CONTRACTOR SHALL PROV/OE OOCUMENTA 1/0N FOR MA /ER/AL SPEC/FTCA 1/0N TO ENGINEER. MA /ER/AL SHALL BE INSTALLED AS REQUIRED IN ASTAI D2321, LA TEST E0/1/0N. 8. UNLESS 01/iER/'tlSE SPECIFTEO BY THE ENGINEER, MINIMUM TRENCH WID !HS SHALL BE AS FOLLOWS: NOMINAL 0 in, {mm! 12 (300} 24 {600} 36 (900} 60 (1500) MIN. RECOMMENOEO TRENCH WIDTH. in. {mm) JO (162} 48 (1219} 64 (1626) 96 (2590} 9. MIN/MUii COl,fl?: MINIMUM COW:R OW:R OETENTlON SYSTEM IN NON-TRAFFTC APPL/CA 1/0NS (GRASS OH LANDSCAPE AREAS} IS 12• FROM TOP rY PIPE TO GROUND SURFACE. AOOl1/0NAL COW:R MAY BE REOUIRED TO PREW:NT FlOATA 1/0N. FOi? TRAFFIC APPL/CA 1/0NS.· MINIMUM COVER IS 12• FOi? UP TO 35• PIPE ANO 24• lf COl£R FOR 42•-60• DIAMEIER PIP£, MEASURED FROM TOP lf PIPE TO BOTTOM rY FlEX!BLE PA 1,f]JENT OR TO TOP if RIGID PAl£AIENT. 10. FlOWA8/E FILL BACKFILL: A. FLOWABLE FILL OR SLURRYFILL BACl(F!LL IS REQUIRED AT ALL F!mNCS. 1/iE SI.URRY flLL SHALL HA ff: A COMPRESS/I£ STRENGTH BET'IEEN 50 AND 100 PSI FOR 28 DA >5; SEE AOS IECHNICAL NOTE, TN 5. 02, FOR AOO!TIONAL SPECIF/CATIONS FOR FlOWABLE Fill. 8. PROl40E MIRAF! 140N FILTER FABRIC AT /NIERFACE if FLO WABLE FTLL ANO CLASS 1 BACl(F!LL AS REWIRED BY SOILS ENGINEER. C. FlOWABLE FILL SI.URRY MIX SHALL BE 2-SACK. THE PIPE ANO OTHER PO/ENT/ALLY BUOYANT OE14CES/STRUCTlJRES SHALL BE ANCHORED IN PLACE PRIOR TO SLURRY PLACEMENT TO A VOID FLOATATION. THE SLURRY SHO/JLO BE PLACED IN LIFTS AND 14BRA /ED DURING PLACEMENT. ALL JOINTS SHALL BE WA lERTICHT. 11. MAINIENANCE: A. SEDIMENT TO BE RD.101£0 BY PRIVAIE PROPERTY OWNER FRO/I BASIN AFlER El£RY STORM ANO/OH WHEN COI.LECIEO SEDIMENT IS CREA/ER 1/iAN 1.o• 8. OETENTlON BASIN /'till BE !NSPECTEJ) El£RY 24 HOURS OUR/NC EXffNOED STORMS ANO HfLL BE CIIECl(EO FOR STRUCTlJRAL INTEGRITY, SEDIMENT ACCUMULA 1/0N AND INW:STlCA IE FOR SIGNS rY EXCESS/ff: SEO/VENT 001/N STREAM rY SITE. 12. CONTACT JOSEPH ELSEA OF ADS AT (419) 424-8212 FOR SHOP DRAWINGS OF ADS SYSTEM. 13. UNSUPPORIEO EXCAVATlONS GREATER 1/iAN 5 ff:Rl/CAL FEET SHALL BE CONSTRUCIEO IN ACCORDANCE WITH CRITERIA ESTAOLISHEO IN ARTlC/£ 6 if 1/iE STA TE OF CALIFORNIA, CONSTRUC1/0N SAFETY ORDERS {CAL/OSHA) FOi? TIPE "EJ' SOILS. 14. 1/iE ZONE LOCA TEO 6 INCHES ABOW: THE PIPE CROIIN TO THE PROPOSED FINISH CRAOE SHALL BE BACKFILLED WllH NAT/I£ SOILS THAT ARE RELATlVELY IMPERMEABLE AS RE(}{)!REO BY SOILS ENGINEER. CONTRACTOR SHALL COORO/NA IE W/1/i SOILS ENGINEER TO COMPLY 1'111/i 1/i!S RE(}ll/REMENT. PRIVATE OETENTION BASIN OATA @I LENGTH ADS DESCRIPTION 1 20· 12• ADS N 12 PIPE OR EQUIVALENT (J 25Jf Q -291 CFS 2 --12·x24• WT REDUCER IE=42.00 (12i IE=41.00 f24') 3 2.1' 24• ADS N-12 PIPE OR EOUIVALENT tfJ 0.5Jf 0,,.=2.91 CFS 4 --24"x6o• wt REDUCER ----.. 1£=4o.99 (24•] IE=31.99 (50•1 5 50.5' 60' ADS N-12 PIPE, OH EQUIVALENT AT 0.5% 6 --60 x36 HDPE ( WT) REDUCER, OH E(}ll/VALENT IE=31.H 1 5' 35• AOS N-12 PIPE OH EQUIVALENT AT 1.2Jf 8 --INSTALL TiPE A-4 CLEANOUT PER SORSO 0-9 1£=525 /£=31.68 (36i /£=31.35 (4i 9 40.9' 4• ADS N-12 PIPE OR EQUIVALENT O 8.19% 10 41.3 9• ADS N-12 PIPE OR EQUIVALENT O 18. 15X NOTE.· ALL PIPE &-F!mNGS SHALL BE WA lERTICHT 31.99 IE 60• HDPE 24J(24' NOS C.B. SEE SHEET 5 12• HOPE 0 2.5:r 24• HDPE (J 0.5:r 40.99 IE 50.5 LF~ 60' HOPE STORM DRAIN FINISH GROUND 9. 9' MAX COl£R CROSS HATCHED AREA ------;;, FLOWABLE FILL BACl(F!LL - PER NOTE 10 AT LEFT 0.50:r aASS I MA /ER/AL PER ADS SPECS Jl.14 IE 6' MIN. SECTION C-C SCAJE: HCWIZ -1• = 10' ',£RT. N ,• = ,• t ~'f', j 9• ADS N-12 0 l8.15Jf <y,~ )'" 4• ADS N-12 O lJ.19Jf A-4 C/£ANOUT 35• HDPE O 1.2:r AND REDUCER B!ORETENTlON SWALE £ SEE DETAIL ON SHEET 5 EXJSTlNC GROUND~ =-\ __ o.s~ I--1-_POOL_ 51,,r:J.f --./ z:1 / ./ ./ £X!S1/NC GROUND~ ./ ./ -- SECTION H-H SCALE: HCRJZ. N I" = 10' ',£RT. N ,• Z 10' 'SEE ARCH!lECTlJRAL PLANS FOR ACTlJAL POOL DIMENSIONS "AS-BUILT P.E. EXP, ___ _ REVIEWED BY: INSPECTOR 6' MAX DEPTH' " DATE DATE l----+--+-----------+--+---+--+-----I I SH6EET I CITY OF CARLSBAD I SH1EET1 s I !==="--'==:=::'E'::N:=G:::IN:=E:=E:::Rl:::N:=G=D=:'E'::P:::A:::RT:::M:::E'::N'::T===-===~ BENCHMARK: GHAl)/N(J Pf.ANS FOIi: C.T. 04-06 c.P. 04-01 NOT£!! '<\<.()fESS/~ ~ ,I ti IS C'-,; ~ 0/ ~ DESIGNED BY: NJ'., R.B. DA1E: APRIi. 2008 DRAWN BY: MP, C.F". SCALE: /IS SHOWN DESCRIPTION: CLSB-020 ROO OR/'>£N TO REFl/SAL W/ CAP MK'!J LS. 6215 VISTA LA COSTA SECTIONS & DETAILS z.c. 04-0I 6:P.A. 0,-14 ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ~~ 0~ ~ 2 NO. 46935 ..-§ C O N S U ~NT S ·• EXP. 09/30/09 * 2710 Loker Avenue West Civil Engineering J"~~ CJV\\.. Q~'tt-Suite 100 Planning '"(' OF' NL\~()~ Carlsbad, California 9201 0 Processing vi' 760-931-7700 Surveying Fax: 760-931-8680 PROJECT MGR.· M.N.C. JOB NO.: 031060 ENGINEER OF WORK: N. CARROil RCE: 4693 LOCATION: 5.0 FOOT BACK OF CURB ON THE SOU7H SIDE if LA COSTA A 1£NIJ£, 220 FEET l'tFST if ROMER/A STREET RECORD FROM: R. O.S. 11211 ELEVATION: 104.25 DA TlJM.· N. V. G.O. OF 1929 APPROVED: DAVID A. ~ d- DEPUTY CITY ENGINEER PE 33D81 EXP. 6/30//0 ~~ DAE 1 DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. C. T. 04.-:.0. DRAWING NO. 456-!A G: \031060\031060-REVISIDNS\0360g06.dwg Nov 04, 2008 10c 42om Xrefs: 0360G; 0360site; 0360GRD; 0360UTL; 03607utl; 0360MAP; 0360TP01 0 a, ~ a~ rl' Cl i..i. q, , ~ ' I I £)(/ST. a• ACP-t---- WATER 10+00 10+50 PLAN-PRIVATE OR/VE ~ I '\. ..... :~ O'Doy Consultants, Inc. <l\ll)f ESS I Oil {y \\EIS C' ~ § -1'. 't, ~ '~ $! i NOTE !I ~ 2 ,.. .. \;! NO. 46935 ~ ELECTRONIC DATA FILES AR[ FOR REITR£NC[ ONLY * EXP. o9/Jo/o9 * 2110 Loker Avenue West Civil Engineering C~J~TS SCA/£: ,. -2tl' DESIGNED BY: N.f, R.B. DATE: N'RL 2008 DRAWN BY: MP., CF. SCALE: 1" ~ 20' PROJECT MGR.: M.N.C. JOB NO.: 031060 ENGINEER OF WORK: ANO AR£ NOT TO BE US£0 FOR HORIZONTAL J''1»: c,vi1. *~'t' Suite 100 Planning ~ OR VER llCAL SURVEY CONTROL • ~ OF CALI~()" Carlsbad, California 9201 o Processing 1 11+50 BENCHMARK: DESCRIPTION: ClSB-020 ROD DRIVEN TO R£F/JSAL W/ CAP NK'o LS. 6215 LOCATION: 5.0 FOOT BACK IT CURB ON TH£ S0/JTH S/0£ IT LA COSTA A VEN//£, 220 FEIT HFST IT ROMER/A STRfIT RECORD FROM: R.O.S. !121! BUILDING 1 (f/RST FlOOR} FF= 60.00 GARAGE FF= 50.00 /J.12' -"" ~ ~ I:!:' ~ ~ ~ c:? ~; SECTION I-I SCALE 1• • 6' 12.10' 2¥ o· s· 2D' 1D 4D' SCALE: 1 ' = 2D' NOTES: CURB DATA 'NO' ... -, DELTA/BEARING RADIUS LENGTH I 2 J 6 7 8 9 10 11 12 /J 15 16 N 22"49'/J9" Ii' 6 =10'46'J2" N JJ'J54r £ 6 =81'2J'/8' S 6.J"45'.28" W 6 =J4'25'17' N 22"49'/J9" Ii' N 56'2419" £ 6 =90VO'oo' N J.J"J.5-tr £ 6 =50'22'27' 6 =18V8'18" N 5,i'.J72.J" Ii' 60.00' 10.00' 10.00' 29.00' 84.00' 6.50' 5.00' 29.00' 5.00' 11.61' 11.28' 18.68' 1-1.21' 0.88' 11.26' 17.42' /1.99' 7.02' .JI.IT' 10.21' 21.15' IJ.5,1' CENTERLINE DATA @ DELTA/BEARING RADIUS LENGTH 1 N 22'4909" Ii' 2 6 =10'46'32" J N J.J'.J5'4r W 4 6 =907!'48' 5 N 56'.J&'o, £ 5213' 12.00' 1J.5,/ 47.U' 17.00' 26.76' 4.66' 1. FOR WATER IMPROVE!.ltNTS S££ OHG 456-1. 2. SE£ SHEETS 4/k 5 FOR PR/VA TE STORM DRAIN PLANS. J. © ANO @ S££ L£G£NO ON SHEET I. "AS-BUILT " P.E. EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE I SH,EET I CITY OF CARLSBAD 1---+----,t------------------+-----+----t---t---< ENGINEERING DEPARTMENT I SH,1TS I I----+----+--------------------+---+---+---+---• /1\ DATE INITIAL DATE INITIAL INITIAL CHAO/N(J Pf.ANS FON: VISTA LA COSTA PR/VAT£ DRIVE '.4 ' APPROVED: DAVID A. fiU3/ ~ DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/1/J DWN BY: PROJECT NO. c.r. 04-0S C.P. 04-01 z.c. 04-09 C.P .A. Ol-14 DRAWING NO. 760-931-7700 Surveying ·ccf.:::~~"'=':=°~=---2DA~JE~: ~i.,-:_[~<-;,-~•~g ------------------------------------------------------F■a-•:■7■6■0■-■•■31■-■8■6■80---------~ N.~.·---~R:::cil:Eii,:,.,:;46i9i;i3:i.5.1.----.;;.;....;.;._.;..;.;.;;;;;....; ... .;..;.;..;.;..;.;..;;..;..;;.;. __ ..,J.;;....;;;;..;....; ... i.. _________________ .;;;;;;;.;;;.;.;;.;;;...i...;;;;..;.;,;,;,.;;;;.;;,;,..i.~~~~~~~~-----~•-Pii~----.:.1 ELEVATION: 10-1.25 DATUM: N. V.G.O. IT 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL CHKD BY:-0- RVWD BY:~ C.T. 04-05 456-fA G:\031060\DJ1060-REl/1SI0NS\036Dg07.dwg Dec og, 2008 10,03cm Xref:t: 0360G; 0.360GR0; 03601?01; 0360MAP; 03607Ull; 0360Ull.; 0360sit13, 0.360prf Lor 1 JkfAp 7B/4 LA COSTA GOLF COUR!3E AND A1AP 14[)84 t::'D lj Drr. N 68".J.J'(Js• £ 1aoo· ~ I • ~ 1' o:; ~ I I I I I I I I __ Cl~RAL!Afi' STREET ------ NOTE!! ELECTRONIC DA TA RLES AR[ FOR REFERENCE ONLY AND ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL Bll!LOING 1 t N 68".JJ'os• c Ei7Sl7NC SliJ£/r,4LI( ()rESS; \\EIS . 469 . 09/30 CIV\\.. CALI - I I I N 68".J8';?g• £ .,,r::::..25.82' // -- / I BUILDING 2 NOTF: J -- F I 6=12V9'.Jl' R=551).00' l=/16.lJ' O SEE DWG. 156-! : O'Day Consultants, Inc. 2710 Laker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying DESIGNED BY: NF .• R.B. DATE: APRIL 2008 DRAWN BY: M.P., C.f, SCALE: 1 • = 2o' PROJECT MGR.· M.N,C. JOB NO.: 031060 ENGINEER OF WORK: DATE: (o, /<..,oS N. CARROLL RCE: 46935 LA COSTA GOLF COURSE AJVD ;WAP 14[)84 ' •• w 33"33 1~ N ' 8.75 , 55·4J'l7 £ N ' 12.00 st/BO/VISION BOUNDARY LOT 1 1WAP [)0[)4 £X/5T. R/W_ ~ EXIST. 510£1'/ALK BENCHMARK: DESCRIPTION: ctSB-020 ROO DRIVEN TO REFUSAL W/ CAP MK'O L.S. 6215 LOCATION: 5.0 FOOT BACK r:F CURB ON THE SOUTH SIDE OF LA COSTA A VENUE, 220 FEET HEST r:F ROMER/A STREET RECORD FROM: RO.S. 11271 ELEVATION: 104.25 OA TUM.· N. V.G.0. r:F 1929 NOTES: /. SEE LANDSCAPE PLANS FOR SIOEWAlKS/HARDSCAPE 2. OASHEO UNE /NO/CATES 4' MIN. MOE ACCESS/Bl.£ PATIIWAY FROM PUBLIC RIGHT-OF-WAY TO BUILDINGS ANO ONSITE FACILITIES. CONTRACTOR TO CONTROL CRAOES <I-MOTHS TO ENSURE COMPLIANCE MTH ADA REQUIREMENTS. J CURB SHALL HA V£ Tl/£ WORDS "NO PARKING FIRE LANE' PAIN TEO UPON Tl/DR HORIZONTAL ANO V£R TICAl S/JRFACES AT INTERVALS r:F NOT MORE Tl/AN mFNTY-FIV£ FEET. LETTERS SHALL BE OF BLOCK ST'/1.E, MINIMUM 5• IN HDCHT WITH A STROKE r:F NOT IESS THAN 3/4' ANO SHALL BE WHITE ON A RED BACKGROUND. THE BACKGROUND Sf/All EXTEND AT LEAST 5' BEYOND THE FIRST ANO LAST /ETTERS r:F TH£ TEXT. --------- ' :1 I I o' s' 20' 10 SCALE: 1' = 20' 40' LEGEND: © l : ·.I ® [S5S:j ® ® @ 1 CONCRETE SWAIE-6'-f 3MOO. SEE DETAIL A' ON SflT. J 7 f/2' PORT/ANO CEMENT CO{,/CRETE PAVEMENT/ I 2• NATIVE COMPACTED TO 95% PARKING AREAS {4' MIN. AC/5' MIN. Cl H B4SE COMPACTED TO 95.f)• TRAHIC AISLES (4 • MIN. A. C./75' MIN. Cl H BASE COMPACTED TO 95.f)• A.O.A. ACCESS/Bl£ WALKWAY 4 • THICK PORT/ANO CEMENT CONCRETE All INTERIOR WALKWAYS TO BE 4 • THICK PORT/ANO CEMENT CONCRETE ACCESS/Bl.£ PATIIWAY-SEE NOTE 2 •AS RECOM!.IEN0£0 IN PIIE1l/,(INARY GfOT[CHN!C41, £1!jf/JATIQN LOTS 20 ANO 21 APNS 216-290-20. 216-290-21 ANO 216-130-68, OATEO 1/13/2001 ANO UPlJ4TE lJ4TEO 12/3/2001 PR£PAI/{/) BY ll£0 S0/1.S, INC. TO BE 'IER/f/EO er R-VA/.l/E TEST. SIGNING ANO STRIPING NOTES I. THE CONTRACTVR IS RESPONSIBIE FOR INSTAllA TION r:F All SIGNING ANO STRIPING 2. All SIGNING, STRIPING ANO PA V£MENT MARKINGS Sf/All CONFORM TO THE CAUFORNIA MANUAL ON UNIFORM TRAFFIC CONTRot DEVICES {FHWA 's MUTCO 200J REVISION I, AS A!.IENOEO FOR USE IN CAUFORN!A). TH£ CALTRANS STANDARD SPECIFICATIONS (2005 OR LA TEST V£RSION THEREOF), THl:SE PLANS ANO TH£ SPECIAL PROVISIONS. J All SIGNING ANO STRIPING IS S/JBECT TO TH£ APPROVAL OF THE PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIV£, PRIOR TO INSTALLATION. I. ANY OEVIA TION FROM THESE SIGNING ANO STRIPING PLANS Sf/All BE APPROV£0 BY TH£ ENGINEER r:F WORK ANO PUB/JC WORKS DIRECTOR PRIOR TO ANY CHANGE IN TH£ FID.D. 5. All STRIPING SHALL BE REFl£CT/V£ PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING SIGNING Sf/All USE ENCAPSl/lA TEO /ENS REFI.ECTIV£ SHEETING (HICH INTENSITY OR EQUAL) 6. All SIGNAGE SHALL BE REFI.ECTIV£ PER CAL TRANS SPECIF/CATIONS ANO SHALL USE ENCAPSULA TEO /ENS REFI.EC TIV£ SHEETING {HIGH IN TENS! TY OR EQUAL) 7. PRIOR TO FINAL ACCEPTANCE CF SlREET IMPROVEJ.IENTS, All STREET STRIPING ANO MARKINGS MTHIN A 500' PERIMETER OF THE CONSTRUCTION PROECT Mll BE RESTORED TO A "UKE NEw" CONDITION, IN A MANNER MEETING TH£ APPROVAL CT TH£ CITY INSPECTOR. 8. EXACT lOCA TION CF STRIPING ANO STOP LIMIT UNES SHALL BE APPROVED BY THE PUBUC WORKS DIRECTOR OR HIS REPRESENTA TIV£ PRIOR TO INSTALLATION. 9. CONTRACTOR SHALL REMOV£ All CONFUCTING PAINTED UNES, MARKINGS ANO PA V£MENT IEGENOS BY CR/ND/NG DEBRIS SHALL BE PROMPll.Y REMOVED BY TH£ CONTRACTOR. 10. All PAV£MENT LEGENDS SHAU BE THE LATEST V£RSION OF TH£ CALTRANS STENCH.S. II. LIMIT UNES ANO CROSSWALKS Sf/All BE F/Ell} lOCA TEO. CROSSWALKS SHALL HA VE 10' INS/OE DIMENSION UNLESS OTHERMSE SPECIFIE/J . 12. All CROSSWALKS, LIMIT UNES, STOP BARS, PAVEMENT ARROWS ANO PA V£MENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHERWISE SPECIFIED. fJ FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO THE CAUFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES {FHWA 's MUTCO 200J REVISION I, AS AMENDED FOR USE IN CAUFORNIA) ANO SAN DIEGO REGIONAL STANOARO ORAl'JNG M-19. 14. All MEO/AN NOSES ANO Fl.ARES SHALL BE PAINTED YELLOW 15. All SICNS SHALL BE STANDARD SIZE AS SHOWN IN TH£ CAUFORNIA MANUAL ON UNIFORM TRAFFIC CONTROi. DEVICES (FHWA 's MUTCO 200J REVISION I, AS AMENDED FOR USE IN CAUFORNIA) UNLESS O THERM SE SPECIFIED. 16. SIGN POSTS SHALL BE SOUARE PERFORATED Slill. TUBING WITH BREAKAWAY BAS£ PER SAN DIEGO REGIONAL STANOARO ORAl'JNG M-45. 17. WHEN A SIGN IS A TTACHEO TO A POLE, IT SHALL BE MOUN TEO USING A STAND ARO Cl TY r:F CARLSBAD MOUNTING BRACKET WITH STRAPS. 18. EXISTING SICNS REMOVED BY TH£ CONTRACTOR SHALL BE OEUV£REO BY TH£ CONTRACTOR TO TH£ CITY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A V£NU£ 19. All SIGNS SHOWN ON THESE PLANS SI/All BE NEW SIGNS PROVIDED ANO INSTALLED BY TH£ CONTRACTOR EXCEPT THOSE SIGNS SPECIF/CALLY SHOWN AS EXISTING TO BE RElXATED OR TO REMAIN. 2a (IF NECESSARY} WHERE R4-7 SIGN ANO OMI-J OBECT MARKER ARE TO BE INSTALLED IN A 2-FOOT MD£ M£JJIAN NOSE, TH£ R4-7 SIGN Sf/All BE 18"X21' ANO THE OMI-J OBJECT MARKER SHALL B£ 12;(12' "AS-BUILT H P.E. EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE I SHBEET I CITY OF CARLSBAD I SH1EET1 s I 1---+----+----------------t---------i---+--+--------i ENGINEERING DEPARTMENT l---l--+----------------,1------t---t----t---1 DATE IN!TJAL ENGINEER OF WORK REVISION DESCRIPTION G: \031060\031060-RE\'1SIONS\0360gOB.dwg Nov 04, 2008 10: 43am Xrefs: 0360G: 0360MAP; 03601P01; 0360SI1E DATf: INITL'.L OATf: INITL'.L OTHER APPROVAL CllY APPROVAL CIWJ/NG Pt.ANS FOR: C.T. 04-04 VISTA lA COSTA c.P. 04-o, Z.C. 0#-09 S/CN/NC, STRIP/NC .t PAV[MfNT SfCTIONj,p.,4, 04-1' APPROVED: DAVID A. i-w,.,,: DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/iO DWN BY: CHKD BY· RVWD B · PROJECT NO, c.r. 04-05 DRAWING NO. 456-fA SUBD/14SION----.__ , BOUNDARY , NOlf II Lor 1 MAP 7/J/.J I I I I I ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL I ~ ~ "" LA cosrA GOLF' COURSE AJVD SPA MAP 14984 - I I I BU/LO/NG I GARAG< UN£ BELOW --- --- 12' 12' <, 5' S/DtWALK "'l - ~ L=116.7J' I 'f.; "..'···:... t ,,,..·_ ~~-=-~·"_: O_D_ay,.__C_o_n_s_u_lta_n_t.....:s,'--ln_c_. ~------------- ofESSI \lEIS ,._, !:;!~ '-""" \St NO. 469 ·• EXP. 09/30 J''1'1' C/V\\. OF CALI c ~/~~Ts 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox; 760-931-8680 Civil Engineering Planning Processing Surveying DESIGNED SY; Nf .• R.B. DATE: APRIL 2008 DRAWN BY: M.P., C.f. SCALE: 1" ~ 20' PROJECT MGR.· M.N.C. JOB NO.: 031060 ENGINEER OF WORK: DATE:"· (E.-oS N. CARROl.l RCE: 4693 LA cosrA GOLF' [:-'OURSE AJVD SPA JJ1AP 14984 ~EXISTING 5' S1DtWAlK R/W BENCHMARK: DESCRIPTION: CLSB-020 ROD DRIW:N TO REFIJSAL W/ CAP IJK'/J L. S. 6215 LOCATION: 5.D FOOT BACK OF CURB ON THE SOUTH SIDE OF LA COSTA A W:NIJ£, 220 FEET HEST OF ROIJERIA STREET RECORD FROM: R. 0.S. 17271 ELEVATION: /Ol.25 DA TUM: N. V. C.O. OF 1929 "AS-BUILT " a· 5• 20· 10 40' P.E. EXP,, ___ _ DATE SCALE: 1' = 20' REVIEWED BY: INSPECTOR DATE l------+----11------------1---1--__J__---il....---.l I SH9EET I CITY OF CARLSBAD ~, ENGINEERING DEPARTMENT L..!lJ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION G: \031060\03106D-REVISIONS\D36Dg09.dwg Nov 04, 2DOB 11: 11om Xrefs: 0360G; 0360TP01; D360SITE; 0360mop DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL CHAl)/NG Pl.ANS FOIi: APPROVED: VISTA l4 COSTA HORIZONTAL CONTROi. PUN DEPUTY CITY ENGINEER PE 33081 EXP. 6/30 10, PROJECT NO. C.T. 04-05 c.r. (H-05 c.P. 04-01 z.a. (H-09 IV' .A. ()I-11 DRAWING NO. 456-!A a· s' 20' 10 SCALE: 1 ' = 20' ' 40' s,... ·o I I I I S'o -\-s.,, r PRO VIOE S, 1JRI. G. SEE NOTE J -'-c---..! + ,5 --0 NOTE!! ELECTRONIC OA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL I I -- -\- - I I /M I I 4 5 I ~ I 0~ ~ \:':! ~ 9,; lw~ Pc~-,, -\-( 5" I I /BN-4A =8'.t I =47.1 O'Day Consultants, Inc. 271 0 Loker Avenue West Suite 100 Carls bod, Colifornia 9201 0 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying I I I ~ 1\ I \ o \) PROTECT &0_'7;---EX/ST. HEADWALL -t?r-o TO REMAIN DESIGNED BY: N.F, R.a DATE: APRI. 2008 DRAWN BY: M.P .• C.f'. SCALE: I" = 20' PROJECT MGR.· M.H.C. JOB NO.: 031060 ENGINEER OF WORK: DATE: b-(fo-o-9 ROil. RCE: 46935 \ ----R/W.--- LEGENO: •8-1 .8N-J /NO/CATES BORING LOCATION PER GEOSO/LS SOILS REPORT' /NO/CATES BORING LOCATION PER NINYO ,t MOORE SOILS REPORT" /NO/CATES APPROXIMATE DEPTH OF REMEDIAL EARTHWORK, TO 8E VER/FIEO IN RELO 8 Y SOILS ENGINEER. SEE SOILS REPORT' FOR FURTHER ClAR/flCATION. /NO/CA TES APPROX/MA TE ELEVATION TO BOTTOM OF REMEDIAL EARTHWORK. 'GEOSOILS REPORT /NO/CATES PREUMINARY GEOTECHNICAL EVALUATION LOTS 20 ANO 21, APNS 216-290-2a 2!6-290-21 ANO 2!6-TJ0-68. OATEO 1/TJ/2004 ANO UPDATE OATEO 12/3/2007 ANO REl4EW LETTER OATEO 6/12/2008 PREPARED BY GEO SOILS, INC. "NINYO ,t MOORE SOILS REPORT /NO/CATES SUPPLEMENTAL GEOTECHN/CAL EVALUATION G/BRAL TAR STREET SEWER UPS/ZING PRO.EC T. CARL SB AO. CAUFORNIA DA TEO DEC. T2, 2001, PRO.ECT Na 10605!001, PREPARED BY NINYO ,t MOORE NOTES: f. SE!lf:R EASEMENT TO LIIV REC. J/JNE 2, 2008 F /N 2008-029502a CONTRACTOR SHALL NOTIFY LEUCADIA WASTEWATER DISTRICT PRIOR TO START OF WORK. 2. EXTENT OF lEMPORARY T: f SLOPES FOR REMEDIAL CRAOINC Will DEPEND ON RELO CONDITIONS. LOCATIONS SHOWN ON THIS PLAN ARE APPROX/MA TE ONLY. J. SEE SOILS REPORT RECAROINC REQUIREMENTS FOR SHOR/NC IN THIS AREA. PROV/OE SHOR/NC AS NEEOEO. CONTACT GEOTECHNICAL ENC/NEER FOR REVIEW OF SHOR/NC PLANS ,t CALC/JLATIONS PRIOR TO CONSTRUCTION. CONTACT: JOHN FRANKUM OR RYAN BOEHMER OF CEOSOILS (760) 438-3155 4. PER/.1/SS/ON TO CRAOE FRO/I LA COSTA RESORT ,t SPA DATED AU6/J(fl' 7, ~~ • 5. ALONG EASTERlY PROPERTY UNE, PROVI/JE SHORING AT PROPERTY UNE IN UEU OF T:T TEIIPORARY CUT St.OPE IF CITY OF CARLSBAD ALLOHS SHOR/NC l'lllH/N THEIR STORM DRAIN EASEMENT. "AS-BUILT " P.E. EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE 1---+--+-----------+---+----+--+----t I S1HOEET I CITY OF CARLSBAD I SH1EET1 s I ENGINEERING DEPARTMENT :=='--'===========--=====; GRAIJIN(J Pl.ANS FOR: BENCHMARK: DESCRIPTION: aSB-020 ROO OR/VEN TO REFUSAL W/ CAP MK'o l.S. 6215 LOCATION: 5.0 FOOT BACK OF CURB ON THE SOUTH SIDE OF LA COSTA A VENUE, 220 FEET llf:ST OF ROMER/A STREET RECORD FROM: R. O.S. T727T ELEVATION: 10~.25 OA TUM: N. V. G.O. OF 1929 1 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL G: \031060\031060-RE',1SI0NS\0360g10.dwg Nov 04, 2008 11: 13om Xrefs: 0360G; 0360TP01; 0360MAP; 03607UTL; 0360S!TE; 0360GRD; 0360UTL DATE INITIAL CITY APPROVAL VISTA IA COSTA REfl£0/Al GRADING c.r. 04-05 c.P. 04-01 z.c. 04-0I G.P.A. 04-14 APPROVED: DAVID A. HA ~~,,,,~ ~1-,,., Jo, DEPUTY CITY ENGINEER PE 330B1 EXP. 6/30) / . DAfE OWN BY: CHKD BY~ RVWD BY~m::= PROJECT NO. C.T. 04-05 DRAWING NO. 456-IA I i------DUSTING '!%_ILIJING I BLDG. LINE I -----V -BL/JC. LINE L,.---BLD LINE __l __ /l' PUBLIC £)(JS TING BUILDING ~ ~ STORM ORAIN ~--- £.!XISTING GROUNO I 20' SEWER EASEMENT I E, ~,;: LINE EASEMENT 60- ~ --------1-------I ------I I ---EXISTING -, I I {CROUNO I I -60 8//R.J)/NG 1 .....____ ___ J _____ L ___ _l -.._ -~------------L __ ----- G4RAbl" fF=50.0 PA0=49.J I RN/SH I ' 50- GRAOE -.__ 8/Jllf}/NG 2 ~ TD.IP 1:1 cur SLOPE IF PROV/OE SHORING AS T -&ARACE-FF= :_~: ,, WORING NnT A// '11U-n REOUIREO BY SOILS a ) I ,T BY CITY IF CARLSOAO. -50 ENGINEER '?ETAINING PA0-45.8 "--. 'All I I ___ _/ / 0 SEE NOTE 5 SHEET 10. ~ ---------------~ -----------,__ _____________ J_ - ------------- I 2~"<n I 40-' EXISTING •RCpSD • • 48 -- " 8, s'/IR ) 4Q,58 If) (4~-'--40 40.tt \._ PROTECT EXIST. REMOVE EXISTING a• APPRO)(JMA TE LIMIT IF '-PROTECT EXIST. i APPROX/MA TE LIMIT IF 48" RCP S.O. SEWER. L WO TO REMEDIAL EARlHWORK TO 12• PI/C SEWER REMEDIAL EARlHl'/ORK TO ABANDON IN PLACE W/ BE FIELD VER/RED I 8£ REW vt:R/FlEO ~.JR/fl ----I 10 11 ------ 12 SECTION J-J SCALE· 1• = 10' I ~BLDG LINE I, 8//R.J)/NG 1 [,-BLDG LINE G4RA(if" I I FF=50.0 20' SEWER E, SEMENT 60-PA0=49.J I I I 20' SEWER E, SEMENT I I SEWER EASEMENT I ----------i ,-... ---.. '----+--60- RN/SH-L 60-----"-.. I I _L £)(JST/NG GROUND '---I I 1--GRAOE ---- FINISH GRADE 1--- ---~-RN/SH__. ,:-_l_ £__ EXISTING GROUND . ' .....____ 2·1 SLOPE I I I GRAOE --~ ~------- I I I t---. 50- 8/JIWING 2 '---I I I I 50----------50-G4RAbl" FF=46.5 ----- I --. -------- ,__ APPROXIMATE LIMIT IF -J 7 --,I'±~ -t-y PA0=45.8 -I --' ------I I I r-------+ -L £)(JST/NG GROUND REMEDIAL EARlHllfJRI( TO I I 8E RELO VERIFIED .• ,'/Ill -----c_-----1--------7-zr-< I I O I ------ 140.86 It) \ PROTECT EXIST. 40------- 12~ 5WR \ APPROXIMATE LIMIT IF -REMEOIAL EARlHWORK TO 12• SWR 12• PI/C SEHf:R 40.43 If PROTECT £)(JST. 8E FIELD VERIFIED [40. 15 IE 12" PK: SEWER PROTEC EXIST. 12• PK: SEWER I SECTION K-K SECTION l-l SECTION Al-Al SCALE: 1• = 10' SCALE· 1• = 10' SCALE· 1• = 10' f 12' I i::::::----~ I STORM ORAIN I ..._____ I I POOl S"A EASEMENT 20' SEWER EASEMENT 60-I ' --------' 50-----.... I I RN/SH CRAOE -I EXISTING GROUND ___.r--T ~ ' --'--/>-- -~ - - - - -'-I/ -- -------~----~ +--_1_ r 1J 5 • 1 _ < 1 \.EXISTING GROUM -11. -------~ I I 50-6.0' 40-' ' _L__ I / ' '--t TEMP 1: 1 I ~£) I -r CUT SLOPE I-- I t ,IO-I -------~ ----,--- - O I PROTECT EXIST. PROTECT £)(JST. I I 12• PI/C SEHf:R 40-APPROXIMATE LIMIT CF ,o• nr,p c n ' r, ~;Jo NOTE: SEE SHEET 10 PLAN VIEW FOR All SECTIONS. 8E RELD vt:RIFIED ---- ~,-_ "AS-BUILT " C/ -s NOTE: POOL AND SPA DEPTHS SHOIIN ARE APPROXIMATE TO BE VERIREO BY ARCHITECTURAL PLANS. SECTION 0-0 SECTION N-N SCALE· 1• = 10' P.E. EXP. DATE SCALE· 1• = 10' REVIEWED BY: INSPECTOR DATE I S1Ef I CITY I SH,1S I OF CARLSBAD ENGINEERING DEPARTMENT O'Day Consultants, Inc. BENCHMARK: (;HAl)/HfJ !'WIS FOR: C.T. (H-(}4 ~'il,QfESSto,i,. c~/~~, NOTE!! N.F. R.B. ?Y "EIS~ DESIGNED BY: DATE: APRL 2008 VISTA I.A COSTA C.P. rH-01 DESCRIPTION: Cl.58-020 ROD DRIVEN TO REFUSAL ELECTRONIC DATA RLES ARE FDR REFERENCE ONLY § '1, DRAWN BY: MP .• C.F. SCALE: 1• • 20· W/ CAP MK'o l.S. 6215 RfME."0/Al CRAO/N(; SECTIONS Z.C. rH-DI "'~ -PROJECT MGR.: M.N.C. JOB NO.: 031060 &.P.A. 0#-U AND ARE NOT TO 8E USED FOR HORIZONTAL -,.. z LOCATION: 5.0 FOOT BACK CF CURB ON (.!);::Ii. )-(Tl s APPROVED: DAVID A.~ 4, _ OR VERTICAL SURVEY CONTROL \\t NO, 46935 r:;J lHE SOUTH S/OE IF LA COSTA ~w--* [Xp_ 09/30/09 * 271 0 Loker Avenue West Civil Engineering ENGINEER OF WORK: A VENUE, 220 FEET I/EST IF "'<?ll c,v,~ ~~ Suite 100 Planning ROMER/A STREET /1\ DEPUTY CITY ENGINEER PE 33081 EXP. 6/30/1() DTE < OF CAI.I~ Carlsbad, California 92010 Processing RECORD FROM: R.O.S. 17271 760-931-7700 Surveying DATE: b, / <&-o~ DATE INITIAL OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY~ Fox: 760 931 8680 N. CAR,l'" ELEVATION: /(),1,25 DATUM: N. V.GD. IF 1929 ENGINEER Of WORK REVISION DESCRIPTION C. T. 04 05 456 !A RCE: 46935 OTHER APPROVAL CITY APPROVAL RVWD BY: -G. \031060\031060 RE.1SIONS\0360g11.dwg Nov 04, 2008 11. 16om Xrefs: 0360G