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HomeMy WebLinkAboutDWG 409-9A; CT 01-13; LAGUNA POINT; 01-04P""'--------------------------------------------------------------------------------------·---...... , GRADING NOTES {IN ADO/I/ON TO TH£ REQUIREMENTS OF CHAPTFR 15.16 OF TH£ CARLSBAD MUNICIPAL CODE} I. THIS PLAN SUPERSEDES All OTHER PLANS PREVIOUSI. Y APPR0"8J BY TH£ CITY OF CARLSBAD RF:GARO/NG GRAO/NG SHOWN ON THIS S£T OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA/1-f" ANY PORTION OF THE CARL ,BAD MUNICIPAL COO£, R£SOI.UIION OF CONOIIIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PRO.ECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL R£v1S£ THESE PLANS ltH£N NON-CONFORMANCE IS DISCOVERED. .1 CITY APPROVAL OF PLANS DOES NOT REL/£1-f" Tiff DEi/ELOPER OR £NG/NEER-OF-· WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS OISCO'l£REO DURING CONSlR/JCIION. All PLAN REvlSIONS SHALL BE PROMP7l Y SUBMITTED TO THE Ci TY ENGINEER FOR APPROVAL. ~-A RIGHT-OF-WAY PERMIT FROM Tiff CITY £NG/NEER l#Ll BE REQUIRED FOR ANY MORK IN TH£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE. A C£RIIFICA T£ OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN AOO/IIONAL INSURED ON TH£ P£RM/TT££'s POI.ICY IN TH£ MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY M?IIINC THE POI.ICY MUST. HA ff ,1 RA TING OF "A" AND A si_:?I_ CA T£GORr OF CLASS VAS ESTABLISHED Br "BEsrs" KEY RA TING GUIDE. 5. UNLE<;S EXEMPTED BY SECTION JOl.(b}5 OF THE UNIFORM BU/LO/NG COD£, R£TAIN/Nt; WALLS OUTSIDE OF PUBLIC RIGHT OF WA r REQUIRE SEPARA T£ PERMITS FROM TH£ BU/LO/NG DEPARTMENT. 6. NO WORK Sr,' Ill 8£ COMMENCED UNTIL All PERMITS HA 1-f" B££N OBTAINED FROM 71/E CITY AND OTHER APPROPRIA T£ AGENCIES. 7. APPROVAL OF THESE PLANS Br TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY MJRK OR GRADING ro BE PERFORMED UNTIL 711£ PROPERTY OWNER's PERMISSION HAS 8££N OBTAINED AND A VALID r.RAOING PERMIT HAS BEEN ISS/Jfl), /J. NO REvlSIONS IWLL BE MAD£ TO THESE PLANS l#THOUT THE WRITTEN APPROVAL OF TH£ CITY ENC/NEER, NOTED IWTHIN TH£ REvlSION BLOCK. ON TH£ APPROPRIA T£ SHEET OF TH£ PLANS ANO THE Till.£ SH££T. 9. ORIGINAL ORA WINGS SH4ll BECOME THE PROPERTY OF THE CITY UPON BEING SIG!IED Br' TH/: CITY ENGINEER. 10. TH£ ORIGINAL 11RAIWNG SHALL BE R£VIS£D TO RmECT ◄S-BIJILT CONDlrlONS BY TH£ ENG/NFR-OF-WORK PRIOR ~, FINAL ACCEPTANCE OF TH£ MJRK BY TH£ CITY. 11. ACCESS FOR !E Ai/0 OTHER EMEJ:r:ENC~ VEHICLES SHALL BE MAINTA/N£D ro TH£ PROJE~ t SIT£ AT All rlMES DURING CONSTRUCrlON. 12. 'M-IERE TRENCHES AR£ 1#1ri/N CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMl'4Ri SHEET, (B) LABORATORY YKJRK SHEETS AND (C) COMPACrlON CUR V' ·1; SHALL BE SUBM/'/'ltD BY A PROFESSIONAL £NG/NEER OF TH£ STA T£ OF' CAL;/ORNIA, PR/Ni/PALLY DOING BUS/NES.S IN THE FIELD OF APPL/fl) SOILS MECHANICS. TH£ SOILS REPORT llfll BE SIJBMIT!F"O TO TH£ CITY ENG/N££RING INSPECTOR V.''lf!N Tllt1 WO;IKING DA Y.5' OF TH£ iOMPLETION OF FIELD TESTS. 1.1 A SOILS COM,"ACrlON RE"ORT AND COMPLIANCf: VER/FICA TION REGARDING ADHERENCE TO RFCOMMENDA TIONS OU7l/N£D IN THE SOILS REPORT IS REQUIRED ,"RIOR TO THE ISSUANCE OF A BU/LO/NG PERMIT. All CONTROi.LED GRAO/NG SHALL 8£ DON£ UNDER TH£ 0/RECTION OF A PROFESSIONAL £NG/NEER OF TH£ STAT£ OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS. All FILL OR FUTURE Fill AREAS SHALL BE CONSTRUCTED IN ACCORDANCE IWTH THE CITY OF CARLSBAD STANDARD SPECIF/CA IIONS AND THE • T4RTHMJRK SPEC/FICA rlONS • A TT,1CH£0 TO THE PREL/MINARY SOILS IN',fSTIGA IION. DAILY FIELD COMPACTION REPORTS Mll BE SU/31,/!TTEO TO THE PROJECT INSPECTOR. I~. A PRECONSTRUCTION 1.1££7/NG SHAU. BE HELO AT THE S/1£ PRIOR .IIL.JHL_ BECIN/i!NILOC !117Rk AND SHAil BF A TTENDED ,ZY All RFPRFSFNTA 171£'i RESPON'>IBL£ FOR CONSTRUCTION, INSPECTION, SUPERvlSION, TESTING AND All OTHFR ASPFCTS OF THF W&K THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (760} 602-274~ AT LEAST FIVE(5) WORKING DA Y.5' PR/'W TO STARTING CONSTRUCTION. APPR0"8J ORA IWNGS MUST BE AVAILABLE PRIOR TO SCHEDUL/NG. THE GRADING PER!'IT llfll 8£ PROvlDED BY THE PROJECT INSPECTOR A T THE MEETING. 15. All~Cl'ONJ!£(.)JJFSTS OTHFR THAN FOR PRECONSTRUCTION UffTING IHIL Bf UADF BY CAl/lNG THF ENGINFF'RJNG 24 HOUR W'iPFCWJN RFOUFST UNF AL {Z60! 4JB-389l ltiSPFCTIONR£Q(JFSTS. MUS.LB£ R£C£1~""'- 0N THF DAY BEFORE THE INSPECrlON IS N££0£D. INSP£Cr10NS llfll BE MAD£ THE-NEXT WORK DA Y UNLESS YOU REQUEST OTIIERIWSE REQUESTS MADE AFTER ~: 00 P.M. llfll 8£ SCHEDULED FOR Tllt1 F/Jll WORK DA Y.5' LA T£R. 16. TH£ om-;:--· AND/OR APPUCANT THROIJGf/ TH£ D£'1£LOPER AND/OR CONTRACTOR SHALL DESI~-,. CONSTRUCT AND MAINTAIN All SAFETY D£v1CES, INCLUDING SHOR/NC, ANL' SHALL BE SOI.El Y R£SPONS/B/E FOR CONFORM/NC TO All LOCAL, STAT£ AN'' FECcA'Al SAFETY AND HEAL TH STANDARDS, LAH6 ANO REGULATIONS. 17. TH£ CONTRACTOd SHALL CONFORM TO LABOR COD£ SECTION 6705 BY SUBMlmNG A DET/ll PLAN TO TH£ CITY £NG/N£ER AND/OR CONCERNED AGENCY SHOl#NG THE DtSICN OF SHORING, BRACIN~ SLOPING OR OTHER PROvlSIONS TO BE MADE OF WORKER PROTtCi?ON FROM TH£ HAZARD OF CAVING GROUND DURING 111£ EXCA VA TION OF SUCH TRENCH OR TRENCHES OR DURING THE PIP£ INSTALLA TION THC?EIN. THIS PLAN MUST BE PREPARffi FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DtPTH AND APPi,0"8J BY Ii.'" CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THF Pf.AN___YARIES FROM THF SHORING SYSTEM_ Sl,NDAROS £STABLISH£0 BY TH£ CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADM/NISTRAII~ CODE. THE PLAN -~ALL 8£ PR£PAR£0 BY A__ RFGIST[R. 7J FNGINFER AT THF CON77?ACTORS EXPENSE A COPY OF TH£ OSHA EXCA VA 7/0N PERMIT MUST BE SUBMITTED TO TH£ INSPECTOR PRIOR TO £XCA VA TION. 18. NO BLASTING SI/All 8£ P£RFORMfl) UNrll A VAL/0 BLASTING PEPMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMtr l+lcLL IN ADVANCE OF !'IE SCHEDULING OF BLASTING OPERA rlONS. 19. IF ANY A"r.//AFOLOG/CAL R£SOIJRC£S ARE 0/SCOVEREO IWTHIN ANY WORK AREA DIJRING CONS7RUCr10N. OPERA rlONS l+fll CEASE IMMED/A ll'J_.1',__AND TH£ PERM/TT££ l#ll N,i.ry"Y TH£ CITY £NG/NEER. !PERA IIONS llfll NOT RESTART UN!,L THE WP',,//T/ff HAS R£C£!'1£11 llfl/TT£N AUTHORITY FROM THE CITY fNr,JNEEh' TO , iO SQ 20. All (IP£RA TIONS CONDUCTED ON THE SIT£ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA rlON 0/' TRUCKS, EARTHM011NG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER AS.SOCIA TED GR,;D/NG EQUIPMENT SHALL BE LIMITED TO TH£ PERIOD BETWEEN 7.·00 A.M. AND SUNSET £Ar¥ DAY, MONDAY THRU FRIDAY ANO NO EARTHMOvlNG OR GRAO/NG OPERATIONS SHALL 8£ CONOUr.T£o ON l+lc£K£NDS OR HOI.IOA l's. (A l/ST OF CITY HOI.IDA Y.5' IS AVAILABLE AT THt ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-:."1T£ HAUL ROUTES SHALL 8£ SUBMITTED BY THE CONTRACTOR TO THE_ CITY ENGYN£ER FOR APPROVAL TWO Fllll WORl<ING DA Y.5' PRIOR TO BEGINNING OF WORK. -- GRADING NOTES 25. THESE PLANS AR£ SUBJECT TO A SIGNED AND APPROl/£0 SET OF EROSION CONTROi. PLANS. EROSION CONTROi. SHALL BE AS SHOWN AND AS APPRO'IED BY TH£ CITY £NG/NEER OR AS D!RECTtD BY THE PROJECT INSPECTOR. 26. All SI.OPES SHALL 8£ TRIMMED TO A FINISH GRAD£ TO PRODUCE A UN/FORA/ SURFACE AND CROSS SECTION. THE SllF SHALL BE LEFT IN A NEAT AND OROERL Y CONDITION. All STONl:S, ROOTS OR OTHER DEBRIS SHALL BE R£MOW AND DISPOSED OF AT A SIT£ APPRO l£D OF BY TH£ CITY ENGINEER. 27. ALL SI.OPES SHALL BE IR'?/GA TEO, STABILIZED, PLANTED AND/OR H'tDROS££DED IWTHIN TEN (10) DA Y.5' OF TH£ TIM£ 'M-IEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON 711£ APPR0"8J GRADING PLANS. 28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON All SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, ORA IWNG NO. 409-9l AND/OR AS 0/RECTEO BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. TH£ OWNER/APPLICANT SHALL INSURE THAT All CONTRACTORS SHALL COOROINA T£ THE' WORK OF llf£SE GRADING PLANS fffTH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA rlON PLANS AND THE IMPRO'l£M£NT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME R£QUIR£MENTS. JO. STORM DRAIN PIP£ SHALL BE R£/NFORCE.V CONCRETE PIP£ IWTH A MINIMUM D-LOAO OF 1,350. FOR PR/VAT£ STORM DRAIN PIPES, UP TO 15• Pi-t' MAY BE Ulll/ZED PROvlD£D DEPTH IS LESS THAN 15 F££T AND BACl(F/LLEO l#TH J/4" ROCK PER SDRSD S-4 T'rP£ •c• ANO PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOI.ID WALL PIPE JI. 'MiERE AN £XISr1NG PIP£ LIN£ IS ro BE ABANDONED AS A R£SiJl T OF THE GRADING OPERA 770N, IT SHALL BE REMOVED IWTHIN TWENTY FEET OF BU/LO/NG OR STREET AREAS AND REPLACED l+ITH PROP£Rl Y COMPACTED SOILS. IN OTHER AREAS TH£ PIP£ l#ll BE PLUGGED IWTH CONCRETE OR REMOl/£0 AS APPROl/£0 BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL V£RIFY TH£ LOCATION OF All EXISTING FAC/l/TIES (ABOVE GROUND AND UNDER GROUND) IWTHIN TH£ PROJECT SIT£ SUfflC/£NTL Y AHEAD OF GRADING TO PERMIT THE R£'ASION OF THE GRAO/NG PLANS IF IT IS FOUND Tl/AT THE AC7UAL LOCA IIONS A.RE IN CONFLICT IWTH THE PROPOSED WORK. 33_ THE CONTRACTOR SHALL NOTIFY AFFECl'fD UrlLITY COMPANIES (5££ BELOW) AT LEAST 2 AJLL MJRKING DA Y.5' PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINA T£ TH£ WORK l#TH A COMPANY REPRESENTA TIV£. UNDERGROUND S£Rv1CE ALERT {800)422-4133 SDGt!tE {800)660-73-0 SBC (800)892-0123 ADELPHIA CABLE (760)-08-7741 COX COMMUNICA.IIONS (760)806-9809 CITY OF CARLSBAD(STR££TS ct STORM DRAIN} (760)434-2980 'CARLSBAD MUNICIPAL WA T£R DISTRICT (SW/?, WTR, ct REa. WTR) (760)438-2722 "SAN DIEGU!TO WA TFR DISrll/CT (760)633-2650 "l£/JCAO/A COUNTY WA T£R DISTRICT {760)753-0155 "'1All£CITOS WA Ttr. DISTRICT (760)744-0~0 "()L/V£NHAIN WA ll7? DISTRICT (760)753-6466 'BUENA SAN/TA.I/ON DISTRICT {760)726-1340 • AS APPROPRIA T£ 34. PERMIT COMPLIANCE REOUIREMENTS: A. FOR CONTROi.LEO GRAD/NC-TH£ APPLICANT HIRES A CIVIL ENGINEER. SOILS ENGINEER, ANO/OR GEOLOGIST TO GIi/£ TECHNICAL AOvlC£, OBSERW AND CONTROL 'fHE MJRK IN PROGRESS /15.16.120A.8] CARLSBAD MUNICIPAL i·ooE 8. PRIOR ro FIN.-JLN!"ROVAf._ OF A GRADING PERMIT-THE FOI.LOfffNG REPORTS MUST CE SUBMITTED TO THE CITY ENGINEER vlA TH£ PROJECT INSPECTOR {15.16.120A. IO/ CARLSBAD MUNICIPAL CODE· (1) FINAL REPORT BY SUP£Rv1SING GRADING ENGINEER STA TING All GRADING IS COMPLETE. All £ROS/ON CONTROL, SLOP£ PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE IWTH CITY COD£ AND ThE APPROl/£0 PLANS (OBTAIN SAMPLE OF COMPL/ANCE lEnER FROM CITY ENC/NEERING DEPARTMENT). (2) AS-BUil T GRADING PLAN. (J) REPORT FROM 'fHE SOILS £NG/N££R, ltHICH /NaUOES R£COMM£ND£D SOil BEARING CAPACITIES. A STA T£MENT AS TO THE £XPANSll-f" QUALITY OF TH£ SOIL, ANO SUMMARIES OF FIELD AND LABORATORY TESTS. TH£ REPORT SHALL ALSO INCLUDE A STA T£M£NT BY TH£ SOILS ENGINEER THAT 'fHE GRADING WAS DONF IN ACCORDANCE l#TH THE RFQUIR£M£NTS ANO RECOMM£NDA IIONS OU7l/NEO IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT IWTH AS-BUil T GEOLOGIC PLAN. IF REQUIRED BY THE CITY. J'5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISS/J£0 l#THIN ON£ (1) YEAR AFTER 711£ CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE R£SIJBMITTED FOR PLANCHECK. PIANCH£CI< FEES llf'-l BE R£C'JIR£0 FOR ANY SUCH RECHECK. 36. rHE SOILS REPORT r17lED •REPORT OF G£0T£CHNICAL IN'£Sr1GA rlON, LAGUNA POINT CONDOMINIUMS. 5.J9 LAGUNA DRII/£/ CARLSBAD, CALIFORNIA: PREPARED BY GEOTECHNICS INCORPORATED, DATED DECEMBER 17, 2001, SHALL 8£ CONSID£RED AS A PART OF THIS GRADING PLAN. All GRADING SHALL BE DON£ IN ACCORDANCE IWTH THE RECOMMENDATIONS SPEC/FICA TIONS CONTAINED IN SAID SOILS REPORT. LEGAL DESCRIPTION LOT 20 OF SEASIDE LANDS MAP NO. 1722 SOILS ENGINEER'S CERTIFICATE CIVIL ~N';9:,;i£~·ac.5 ~?M~0:'~DfORN1A~ RffiZ~Efi_y DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND ST/JD Y OF THE SOil CONDITIONS PREVALENT IWTHIN THIS SIT£ WAS MAO£ BY ME OR UNDER MY DIRECTION, PER SOILS REPORT DA TED DECEMBER 17, 2001. Tllt1 COPIES OF TH£ SOILS REPORT COMPILm FROM 711/S STUDY, 'MT/I MY RECOMM£NDA TIONS, HAS BEEN SUBMITTED TO THE OFFICE OF TH£ CITY 22. IMPORT MA T£R/Al SHALL BE OBTAINED FROM, AND WAST£ MA T£R/Al SHALL 8£ DEPOSITED AT. A SIT£ Al'PROl-f"O BY TH£ CITY ENGINEER. TH£ CQNTRACTOfl_ SHAll BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE l:IAJ.IL ROUTES OR ADJACENT STREETS AS A R£SUL T OF THE GRADING OPERATION. :;:~R-~ ,-~~tis; __ ._. /J..C.E,. ,, ::.C:C NO.: (o2.q~2 2J. B,?USH SHALL BE R£M0'1£1) ONLY WITHIN TH£ AREA TO BE GRAOW. NO TREES AR£ TO BE REMO',f'IJ UNLESS SPEC/FICALL Y NOTED ON THE' PLAN. 24. All AREAS SHALL 8£ GRAOEO TO DRAIN.GRADING RES/JL rlNG IN THE PONDING OF WATER IS NOT PERMITTED. All EARTHEN SWALES AND DITCHES SHALL HAI,£ A MINIMUM ONE PERCENT SLOP£. CONTRACTOR'S NOTE Construction col)tractor agrees that In accordonce with generolly accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions du,·lng the course of construction of the project, including safety cf ell persons ond property; that this requirement stioll be mode to apply continuously and not be llmited to n:irmol working hours, and construction contractor further agrees to defend, indemnify and hold City of Corlsbod harmless from any and all lloblllty, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of City of Carlsbad profess!onol. ENGINEER'S NOTE CELSOC OATt: LICENSE EXP/RA rlON DA TE: CELSOC Consulting Engineers & Land Surveyors of California UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or u.es of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans. Consulting Engineers & Land Surveyors of California IMPORTANT NOTICE Section 4216 of the Government Code requires thot o Dig Alert Identification Number be issued before a "Permit to Excavate• will be valid. For your Dig Alert I.D. Number Call Underground Service Alert TOLL FFEE 1-800-422-4133 I I SPECIAL NOTES THE FOI.LOl#NG NOTES AR£ PRO,._,DED TO G/1-f" DIRECTIONS TO THE CONrllACTOR BY THE ENGINEER OF WORK. THE CITY ENG!NE:ER's SIGNA TUR£ ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES, AND THE' CITY 'Mll NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. I. NEITHER TH£ OWNER NOR THE ENGINEER OF WORK Ml.L ENFORCE SAFETY MEAS/JRES OR REGULA rlONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN All SAFETY D£v1CES, INCLUDING SHORING, AND SHALL BE SOLEL Y RESPONSIBLE FOR CONFORMING TO All LOCAL, STAT£ AND lmERAL SAFETY AND HEAL TH STANDARDS. LA H6 AND REGULA IIONS. 2. LOCATION AND £LEVA TION OF :•tPROl/£M£NTS TO BE MET BY WORK TO BE DONE SHALL BE CONFIRMED BY FIELD MEASUREMENTS PRIOR TO CONSTRUCTION OF NEW MJRK. J. BEFORE £XCA VA TING FOR THIS CONTRACT, VERIFY LOCATION OF UNDERGROUND UTIL/T/£S. TH£ EXISTENCE AND LOCA rlON OF ANY UNDERGROUND UTILITY PIPES OR STRUC7UR£S SHOWN ON THESE PLANS HAS BEEN OBTAINED FROM AVAILABLE RECORDS ONLY AND MAY NOT R£FLECT All EXISTING UTIL/11£5. LOCATIONS OF All EXISTING UTILITIES SHALL BE CONFIRMED BY FIELD MEASUREMENTS BY CONTRACTOR PRIOR TO CONSTRUCTION OF WORK. ,f., CONTRACTOR IS REQUIRED TO TAK£ PRECAUTIONARY MEASURES TO PROTFCT THE UrlLITY l/NES SHOKN HEREON AND ANY OTHER EXISTING LINES NOT OF RECORD OR SHOWN ON THESE PLANS. 5. 'M-IERE TRENCHES AR£ ADJACENT TO FUTURE BUILDING SITES, SOILS REPORTS SHALL BE SUBMITTED TO TH£ ENGINEER OF MORK BY A QUAL/FIED SOILS ENGINEER ltHICH CERTIF't' THAT TRENCH BACKFILL WAS COMPACTED AS DIRECTED BY TH£ SOILS ENGINEER IN ACCORDANCE IWTH TH£ ON-SIT£ EARTHWORK SPEC/FICA IIONS. • AS DmNED IN AND LIMITED IN SECrlON 6735.5 OF TH£ BUSINESS AND PROFESSIONAL CODE OF CALIFORNIA. 6. SAFETY FENCES SHALL 8£ PROVIDED BY THE CONTRACTOR 'M-IE:RE REOIJIRED BY TH£ CITY ENGINEER. 7. DURING ACIII/£ CONSlR/JCTION, AREAS SHALL 8£ WA T£Rm TO REDUCE FUG/711-f" DUST. 8. CONTRACTOR TO ADJUST All PROPOSED AND EXISTING FA CILITl£S TO GRADE 9. CONTRACTOR TO REMOV£,/!?EPLACE/lmOCA TE All £X/SIING FACILITIES REQUIRED TO INSTALL PROPOSED IMPRO'l£M£NTS. 10. CONTRACTOR TO R£MO'l£,IREPLACE/R£LOCA T£ ANY LANDSCAPING,/HARDSCAPING ltHICH CONFLICTS IN ANY WA r WITH TH£ INSTAU.ATION OR PROPER FUNCTION/NG OF THE PROPOSED IMPRO'l£M£NTS. 11. All PROPOSED STORM DRAIN FACILITIES AR£ PR/VAT£ UNLESS OTHERIWS£ NOTED. 12. REFER TO ARCHIT£Crs PLAN FOR HARDSCAP£ LAYOUT ct SPEC/FICA TIONS. 13. FOR LANDSCAPE ANO IRRIGArlON IMPROWMENTS SE£ PLAN FILE NO. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING TH£ QUANr1T7£S SHOWN HEREON AND BALANCING TH£ EARTHWORK ONS/T£. IF DISCREPANCIES ARIS£, TH£ £NG/NEER OF WORK SHALL PROvlD£ AREAS OF ADJUSTMENT TO THE CONTRACTOR. ltH£RE TRENCHES ARE IWTHIN EASEMENTS. STR££TS, OR 10 OF ANY ANY BUILD/NC. SOILS REPORT SHALL BE SUBMITTED TO TH£ £NG/NEER OF WORK BY A QUALIFIED SOILS ENGINEER ltHICH IND/CA T£S THA T TH£ TRENCH BACl(F/ll WAS COMPACTED UNDER TH£ OBS£RVA rlON OF TH£ SOILS ENGINEER AND IN ACCORDANCE IWTH THE EARTHWORK SPECIF/CA rlONS. 15. THE CONTRACTOR SHALL BE RESPONSIBLE TO INSURE THAT All SLOPES AR£ BUil T IN ACCORDANCE 'MTH T/1£5£ PLANS. IF TH£f?£ IS ANY QUESTION REGARDING THESE PLANS OR FIELD STAKES, TH£ CONTRACTOR SHALL REQUEST AN INTERPRETATION BEFORE DOING ANY WORK BY CALLING TH£ £NG/NEER AT (858}695-3344. 16. THE CONTRACTOR SHALL UNCOVER All ummES 'fHA T MA YB£ JOINED. CROSSED, OR PARALLEL TO VERIFY BOTH HORIZONTAL AND VERTICAL LOCATIONS PRIOR TO ANY CONSTRUCTION. ANY CONFLICT OR DISCREPANCY SHALL 8£ BROUGHT TO TH£ ENGINEER'S ATTENTION PRIOR TO CONSlR/JCrlON. OTIIERIWS£ TH£ CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR ANY ADDITIONAL CONSTRUCTION OR RELOCATION COSTS. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, MAINTAINING, RElOCA rlNG, AND OR REMOVAL OF EXISTING UT!l/71£S. 1/J. THE CONTRACTOR SHALL REPLACE All D£STROY£0 OR DAMAGED SURFACE IMPRO'IEMENT IWTH IMPRO'l£MEA'T EQUAL OR SUPERIOR. PROJECT LOCATION THIS PROJECT IS LOCATED l+ITHIN ASSESSORS PARCEL NIJMBER(S) 203-101-31; 32 , 33 TH£ CALIFORNIA COORDINA T£ INDEX OF THIS PROJECT IS: N 2,0~,000 E 6,222,000 OWNER/DEVELOPER/APPLICANT WA '/£CREST RESORTS H, L.l.C. (PR£v10USL Y WA '1£CRFST RESORTS, l.l.C.} 829 SECOND ST., ST£. :.t' ENCINITAS, CA 92024 A lN: Bill CANEPA : (760} 753-2,f.W OWNER'S CERTIFICATE I (i+rc) HEREBY CERTIFY THAT A REGIS'TERED SOILS ENGINEl'R OR GEOLOGIST HAS 8££N OR llfll 8£ RETAINED TO SUP£Rv1S£ 01/ER-All GRADING ACTlvlTY A AO v15£ ON TH£ COMPACrlON AND STABILITY OF THIS SIT£. I NAME 'DECLARATION OF RESPONSIBLE CHARGE' I HER£8 Y DECLARE THAT I AM TH£ ENGINEER OF MORK FOR THIS PROJECT, THA T I HA 1/£ EXERCISED RESPONSIBLE CHARGE 01/ER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF TH£ BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS CONS/STANT 'MTH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PRO.ECT DRA'MNGS AND SPEC/FICA TIONS CITY OF CARLSBAD DOES NOT REL/£1-f" ME, AS ENGINEER OF WORK, RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: PARTNERS PLANNING AND £NG/NEERING~ ADDRESS: _9_98-_'8_H._78£R_T_S_T._. _S_T£._. _2_12 __ SAN DIEGO, CA 921 JI CITY, STAT£.·---~~----- TELEPHONE: (858)695-3344 BY.·--~~~ ANDilw J. KANN DA TE.· R.C.E NO.: 50940 REG/STRA rlON EXP/RA rlON DA TE: PARTNERS Planning and Engineering 9988 Hibert Street, Suite 212 San Diego, CA. 92131 Ph. (858) 695-3344 Fax: (858) 695-3117 9-30-05 BY THE OF MY CllY OF OCEANSIDE CITY OF VISTA ROAD ~o~ WORK TO BE DONE TH£ GRAO/NG WORK SHALL CONSIST OF TH£ CONSTRUCTION OF All CUTS AND FILLS. REAIEO/Al GRADING, DRAINAGE FAC/UIIES, EROSION CONTROL FAC/LlrlES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUil T GRADING PLANS, STORM WA ll7? POI.LUI/ON PREl-f"NTION PLAN {Sl+PPP) AS-BUil T GEOLOGIC MAPS ANO REPORTS, All AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPEC/FICA rlONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCE::; CITED ON THESE PLANS. TH£ GRAO/NG MORK SHALL BE PERFORMED IN ACCORDANCE l#TH THE FOI.LOl#N.~ OOCUMENTS. CURRENT AT TH£ TIME OF CONSTRUCTION. AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS .1 THIS SET OF PLANS. 4. HOUSING ,t R£0£'1£LOPM£NT COMMISSION RESOI.U/ION NO. 352. 5. DESIGN REVIEW BOARD RESOLUTION NO's. 280, 281 ,t 282. . . 6. TH£ STANDARD SPEC/FICA rlONS FOR PUBLIC WORKS CONSTRUCrlON (GREEN BOOK) 7. S0/1.S REPORT AND R£COMMENDA rlONS BY GEOTECHNICS INCORPORA TEO, DA TEO DECEMBER 17, 2001. 8. THE SAN DIEGO REGIONAL STANDARD DRAIWNGS AND AS MAY BE MOD/Fifi) BY TH£ CITY OF CARLSBAD STANOARDS. 9. GENERAL CONSTRUCTION ACTlvlTY -STORM WATER POLLUTION PREVENTION PLAN {Sl+PP} FOR LAGUNA POINT, W0/0 NO. ~~~J.4':J'f C y/\", CITY OF ,~--\4 SAN MARCOS 10. PIP-00-~ DA TEO JUN£ II, 2001. ✓ PACIFIC OCEAN <) """'LfrxAVEVE'~-;_. CllY OF ENCINITAS DRAINAGE NOTE VICINITY MAP NOT TO SCALE TH£ LOT DRAINAGE SHALL 8£ COLLECTFO AT VARIOUS LOCATIONS BY AREA DRAINS ANO CON'l£'Y£/J vlA PIP£ TO A DETENTION BASIN FOR STORAGE OF RUNOFF AND THEN CON'l£Y/NG UNDER THE SIDEWALK TO TH£ CURB AND GUTTER BY SIDEWALK UNDERDRAINS AND DIRECT CONN£Cr10N TO TH£ EXISrlNG INLET BOX. BASIS OF BEARINGS THE BASIS OF BEARING FOR THIS PRO.ECT IS A PORTION OF TH£ CENTERLINE OF LAGUNA DRIVE, IE N89~o·oo·w BENCH MARK DESCRIPTION: SCRIBED X' ON STR££T LIGHT BAS£ LOCA IION: S.E CORNER INT£RSECTION OF LAGUNA OR/I/£ AND STAT£ STREET RECORD FROM: CITY OF CARLSBAD ELEVATION: JO. 01 DA TUM: M. S. L. REFERENCE DRAWlr-JClS MAP NO. 1722. Dl+G 192-7, 153-9, 156-4 SOURCE OF TOPOGRAPHY FIELD SURVEY BY PARTNERS. PLANNING AND £NG/NEERING IN OCTOBER, 2002. EARTHWORK QUANTITIES CUT (TO FINISH SURFACE} = 1,600 CY Fill (TO FINISH SURFACE) = 250 er EXPORT = 1,350 CY IMPORT = 0 CY 01/ER-EXCA VA TION =12,500 er LEGEND DESCRIPTION PROJECT BOUNDARY · £XISr1NG SPOT £LEVA rlONS · -· £X/5 ,,NG CONTOUR · · · · · · · · · EXISTING S('-NITARY SE~ it MANHOLE · EXISTING WA 'fER· MAIN · · · · · · · · EXISTING FIR£ H'tDRANT ASSEMBLY· · £X/Sr1NG STORM DRAIN · EXISTING STORM DRAIN STRUC7UR£· · · · EXISTING SIGN · · £X/Sr1NG GAS LA TFRAl · · EXISTING S£W£R LA T£RAL · · £XISr1NG WA T£R LA T£RAL · · EXISTING TREES · EXISTING STR££T LIGHT · EXISTING ELECTRICAL LINES · · · £XISr1NG GAS LINES · · · PROPOSED CONTOUR · · · · PROPOSED FINISH SIJRFAOE · PROPOSED TOP OF CURB · · · · · DWG.NO. PROPOSED PA vDf£NT· · · · · · · · · · · · · · PROPOSED FINISH GROUND · · · · · · · · · · · PROPOSED FLOW LINE· · · · · PROPOSED GRADIENT· · · · PROPOSED GRASS-l/NED SWALE· PROPOSED STORM DRAIN (PVT)· PROPOSED AREA DRAIN · · · · 5££ DETAIL, SHT. 2 · · · · PROPOSED S.D. CLEAN-OU·T · · · SEF DETAIL. SHT. 2 · · · · PROPOSED RETAINING WALL. . (BY S£PARA T£ PERMIT) . CUT/All SL OPES (2: I MAX) . . DA 'tl.lGHT LIMITS · · · PROPOSED BUILDING FOOlPR!Nr · · · PROPOSED FINISHED Fl OOR · SYMBOL --------- -~ '5 41,QQ [k 41,0Q ,e_.Wl FG ff.QP • [.!, 41.QP 2.0:c --------- -----0--- pCO :_ _ _L, __ · cu'J:[_= Fill L== :_---<j+-----+-- FF-35.0 NOT£.· QUANTlr1£S SHOWN HEREON ARE EST/MA TES FOR PERM!mNG PURPOSES ONLY AND AR£ NOT TO BE USED FOR FINAL CONTRACTOR PAY QUANTITIES. ~~G & REQliVELOP_ MENT DEPARTMENT APPROVAL \ ~ h,.,.:i& etj DATE:, /f / 0(/ (SIGNED) Dl'llOI JOONTAIII, B~ i RBDEl'EUlPMINT /I• T'\ /ti • _• (~GNED) ._) DATE:3/lf/lJf. RICOIIIIKNDZll BY:~Rll l(GT N~. ~ z "AS BUILT" RCE 5~/21 EXP. b-30-07 1----1----+----------------+-----l---+---+----i GRADING & EROf !ON CONTROL PLANS F'OR: LAGUNA POINT QTY. 850 LF 12 £A J £A 475 LF DATE LOT 20 OF SEASIDE LANDS MAP NO. 1722 CARLSBAD MUNICIPAL WATER DISTRICT APPROVED LLOYD E HUBBS 4'" I 4 < -~ V"~ ;,6 3/,2-,V-.,, ~3~-i~o~-o~<,d=ja~M~j~:cA~s~-~e,~ut'~L.T~~~~~~~~~'R~i!i~~]C=======~';~[!:~~$¼~~~~ CITY ENGINtl:R PE nifag EXPIRES 12/31 /05 bA r? -/41'----~-:1 vU~e. 'fL ROBERTWOJCtt< DEPUTY CITY ENGINEER R.C.E. 33698 'Jbtlr?'-I j.i·U-d-<I Ilk 11'AWED s~DRA/1.JSOI-JSHl!.er,3 q-J:~~ D€R ,:;.4.L11-owN BY:~-PROJECT NO. DRAWING NO. -0-"'A..,TEc..<,"-"'<f---DATE INl1'~L DATE INlllAL DATE 'INlflAL CHKD BY: EXP. B 30 06 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: Qi.,; · CT 01-13 409-9A I I i : I I! : I I ,i , : i i I ~ ~ 0 I D I c- 0 13 0 "" "' I 092004 C :e .... G") 2.~ ~o (0 I (0 )> ~ ~ .-------------------------------------------------------------------------------------------------------... ·; BENCH MARK OESCRIPTTON: SCRIBE{) X' ON STREET LIGHT BASE LOCA TTdN: S.£ CORNER INTERSECTTON OF LAGUNA OR/VE ANO STA TE STREET RECORO Fl?OAI: CITY OF CARLSBAD ELEVA TTON: 30.01 OA TUAI: AI.S.L SECTION OF 12• U£TALLIC. ASBESTOS CEMENT OR PLASTIC PIP. TOP OF PAVEMENT BACKRLL TO TOP OF I /8 flfTH 1• MAX/Ml.Ill AGGREG. STANOARO WYE BRANCH .:, 12• CAST IRON GA TE CAP 12" THREADED LIO 560-C-3250 CONCRETE i---pl,t' PIPE STD. 1/8 BENO CLOSL ENO Y,tTH CLA Y CAf' d' GROUT IN PLACE OR I/SE MECHANICAL JOINT PLUG TYPE B STORM DRAIN CLEANOUT NO SCALE 6• A7RIUM GRATE NOS 80 OR APPROV.-~ EQUIVALENT 13 5/8" 11 1 /2" GATE CM' (Heavy Duty) NOTE: USE RAT BRASS GRATE FOR LAM/ AREAS d' HARO SCAPE. CONTRACTOR INLET ELEVATION (FG} PER PLAN SHALL SUBMIT FOR APPROVAL t. 0% PRIOR TO INSTALLA TTON. AD.AJST ALL INLETS TO RNAL GRADEO CRAOES. STANOARI) Pl,t' wrEBRANCH 1.0% - 1.0% i---6" 0/AM. RISER PIPE ~ Pl,t' PIPE INl'FRT ELEVATION (IE) PER PLAN (SIZE PER PLAN) AREA DRAIN DETAIL NOT TO SCALE i : -+---~ ... ,..\._ ' ....... l .... ' I I RN/SHED GRAN EL= J8. .'O VA; 'ES /NV EL=Jl.49 61.0'± DEPTH _l BELOW PIPE INVER 6" SI/MP EXTERIOR /NV EL=26. 41 't_ RISER SECTIONS 24• i, COl£RS d' mAMES (2). ~SEPARATION TYP. -OTHER HATCH SYS7EII~~ REAOIL Y A VAILABLE. SECTIONS .. .,, 7 •• ,, ,. I I I I'····· I I . ,, .. . . e[ 10;0· -~ I-\ 60.0' 7l 12·:7 /NI.ET PIPE m; RBERGI.ASS ---I SEPARATION CYUNOER d' l.._~ INLET " •u --- '/, 24.0' SEPARATION 7 SCREEN 14.0' I xx~ I xx·,- CORE ' SEE INSET FOR 22.0: PLATE OETAIL JO.O' SUMP Mr 6.o·~ -~ t 11.'I'± ~ I ~ I ~ V,_ ~ TYP I -Oil BAFFI£ 1e·, OUT!£~ 1 PIPE ) \ --- /N'/ERNA L TION SEPARA SLAB ® ® £ SEPARATION d' RISER SECTIONS ------60.0'------i 2J.9; SEE NOTE (j) FIBERGI.ASS SEPARATION CYLINDER d' INLET PARATTON 1J.5; SEE NOTE © VA 1ES 61. o· :1: OEPTH BELOW PIPE INVERT (TYPICAL) 72. ,· 1-------72.1'-------i CONS I RlJCTION NOTES= I. APPLY BUTYL MASTIC ANO/OR GROIJT TO SEAL JOINTS OF MANHOLE STRUCTURE. APPLY LOAO TO MASTIC SEAL IN JOINTS OF MH SECTTONS TO COMPRESS SEALANT IF NECESSARY. UNIT MUST BE WATER TIGHT, HOI.J)/NG WATER UP TO FLOilt.lNE INVERT (MINIAII.JM). 2. IF SEPARATION SLAB IS NON-INTEGRAL TO THE SEPARA TTON SECTION OF THE I/NIT, SET ANO VERIFY TOP ELEVA TTON BEFORE PLACING MORE PRECAST COMPONENTS OR BACKRWNG. ENSURE 24• mOM TOP OF SEPARATION SLAB TO PIPE INVERT. J. GROIJT PIPE CONNECTIONS TO SEAL JOINT. 4. SET BOTTOM OF OIL BAmE 14• ABOVE SEPARA TTON SI.AB FLOOR; DRILL AND INSERT A 11/NIAI/.JM OF TfN (IO) J,.11• x J 3/4" SS EXPANSION BOI. TS O 12• O.C. £QUALL Y SPACED TO SEr:tJRE RBERGI.ASS OIL BAmE RANGE TO RISER WALL-(HAROWARE SIJPPL/EO BY CliS TfCHNOLOG/ES}. I I 5. FASTEN RBERGI.ASS CYLINDER/INLET TO SCREEN ASSEMBLY USING FOUR (4) SETS OF 2• x 1 2• SS HO< HEAD BOLTS W/ NI/TS ANO WASHERS-(HARl)WARE SUPPLIED BY COS TECHNOLOGIES}. IN THE LEFT-HANOED CONRGIIRA TTON THE •Rm• COLORED RANGE ON THE SCREEN CYLINDER SHALL FACE UP. IN THE RIGHT-HAN[)ED CONFIGIIRA TTON, THE •GREEN• COLORE!) FLANGE SHALL FACE /JP. 6. CENTER SCREEN ASSEAIBL Y 01£/i' SUMP OPENING ANO POSITION RBERGLASS INLET AGAINST RISER WALL; OR/LL ANO INSERT A MIN/MUii OF SIX (6) J,.11" x J J/4• SS EXPANSION BO/. TS EOUALl Y SPACEO TO SEC/JR£ RBERGI.ASS INLET FLANGE TO RISER WALL-(HARl)WARE SUPPLIED BY COS TECHNOLOGIES}. 7. VERIFY THAT SCREEN ASSEMBLY IS CENTEREO OVER SUMP ACCESS H(XE AND AO.HJST IF NE:CESSAR'Y; DRILL ANO INSERT FOIIR (4) J/8• x J J/4• SS EXPANSION BOLTS TO FASTEN SCREEN As.SEMBL Y TO SEPARA TTON SLAB- (HARDWARE SUPPLIED BY COS TECHNOLOGIES}. 8. BLOCK AND GROUT SEAL TO MATCH GRAOE AS REQUIRED. CDS DETAILS (MODEL PMSU20-15) NO SCALE "AS BUil T" '/5~..)~ rh/"6 _ RCE 52121 EXP. 6-j0-07 DATE =~:¼ -~ vu,/4, SPEC OR DATE PARTNERS Planning and Engineering :===:============================:===::==:====:==~r.l====-:-:1 =c::::::::rT:::EJ::::G=,NE:::::~:::::Rf::;::11G=c:::DE=¾A:::::~::::k::~:::::N~;::;::::;:A:::::D;:::::::;--;~:::::s.:=.H~;;:;E 11 9988 Hibert Street, Suite 212 San Diego, CA. 92131 Ph. (858) 695-3344 Fax: (858) 695-3117 AND~5~ MY ll[G/S71/A "ON EXP/RES 9-J0-05 I J·tO·Of, BM 11\ AS-BUIL.T DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I I DETAII.'3 FOR: LAGUNA POINT LOT 20 OF SEASIDE LANDS MAP NO. 1 722 APPROVED Lc_O'it) B. HUBBS 6'r =i A < g" ~ .'.. C .. p W;f-"' CITY ENGIN PE2~9 EXPIRES 12/31 /05 DA~ DA TE INl11AL DA TE INITIAL DTHER APPROVAL CITY APPROVAL DWN BY: 1\-P:'OJECT NO. DRAWING NO. CHKD BY: M RVWD BY: 'DE'.R. CT 01-13 409-9A 0 G • C N n ~ 0 N " C :E ..., G') 9. .s:i- ~ o c.o I c.o )> '.Jl-----------------------------------------------------------------------------·----------------------------------------------------------------------1" " '" i ..--~ ' I .-.-~i!:\-~:~:: .. ,.··· :.:.::----, \ SECTION A-A NO SCALE SECTION 8-8 NO SCALE \ \ .................. ._ , .. , ... , ' ' ' / J+iio Cl/ ,<A.A.!IIFOLD ' ·. . .•.· .... --~-. ---N89'5Tl61W 271./5 ____ _ ' \ NOTE: SEE PWMBflJG DRAWINGS IN ARCH/TfCTURAL SET FOR STORM DRAIN UIJDER 8UILDING. CMWD GRADING NOTE: NO GRADING SHALL OCCUR OVER EXISTING DISTRICT FACILITIES WITHOUT WRITTEN APPROVAL FROM THE DISTRICT ENGINEER. \ 0 NO. 1 2 ,3 4 5 6 7 8 9 10 11 12 ~-- 13 ' 14 75 16 17 18 19 20 21 22 '=.,=n.=.w.,wM'"-'-'"'""•"-'•"-'M,'N.'N.\, '¾,. .··• '::/ .. "'"'-'"·/·c-' STORM DRAIN DATA DELTA OR BRG. N31'56'51 "[ NJ7'46'57"E N74'16'J2"[ N78'02'QJ"[ N84'56'59"W NJ5'15'5J"W N41'40'45''W N41'48'07"W N36'48'56"W N34 ·43•oo·w N90'00'00"W IJ90'00'00"W NOO'OQ'QO"W Noovo•oilw N9ovo'oo"w N9ovo·oo"w N55'17'00"E N76'7 7'39"W 73"47'06" 10'23'18" N79'J1'57"E N55'23'27"E RADIUS LENGTH REMARKS 9.64' 18" RCP D 1350 31.81' 12" PVC SOR 35 49,89' " " 7.23' • " -------12.40' . " -----·--.. 44.85' • " ----. 12.06' " " 51.76' " " 46.37' " • 28,65' 12" PVC SOR 35 70.12' 8" PVC SOR 35 17.43' " " 41.71' " " J.50' • " --------64.81' 8" PVC SOR 35 84.09' 6" PVC SOR 35 102.84' " " 47.72' " " 100.00' 24.06' " " 100.00' 18.13' " • 44.01' 6" PVC SOR-35 44.96' 4" PVC SOR 35 PARTNERS Planning and Engineering 9988 Hibert Street, Suite 212 San Diego, CA. 92131 Ph. (858) 695-3344 Fax: (858) 695-3117 MY RfGISTRA TfON EXP S 9-J0-05 DATE NOTES: 1. CONTRACTOR TO ADJUST RIM OF ALL EXISTIN MANHOLES TO MATCH FINISHED GRADE. 2. FOR HARDSCAPE, SEE ARCHITECT AND LANDSCAPE PLANS. NOTE: FOR WATER IMPROVfMENT SEE DWG. NO. 409-9. NOTE: ALL l"ARkJAIG WT CATCH BASINS W l!JE. /NSt'ft.TEO NITN FOSSIL f'(C~R FLO-GARD r GRASS-LINED SWALE WHERE ,ND/CA TED ON PLAN 4' GRASS-LINED EARTHEN SWALE NO SCALE ~ II • - ~ ~ GRAPHICAL SCALE "AS BUil T" ~ RCE 51121 EXP. i-JO-o7 Rifl~BY: ~ \NSPECTOR DATE q /,, .,,/4 '- DA TE [sHml CITY .OF CARLSBPD ISHEETSI [".::_".::_".::_".::_~~--=---=---=-~~--=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=---=-t--=---=---=---=-+--=---=---=---=-+--=---=---=---=-i-.::.-.::_-.::_-.::_i ~ ENGINE E RI NG D EP AR TM EN -;-4 I----J--+---------------i-----1--1-1--1 GRADING PLANS FOR: GRADING 1k EROSION CONTROL BENCH MARK DESCRIPTION: SCFl/£JED 'X' ON STREET LIGHT £JASE LOCATION: S.E. CORNER INTERSECTION OF LAGUNA DRIVE AND STA TE STREET RECORD FROM: CITY OF CARLSBAD ELEVATION: 30.01 DATUM: M.S.L. LAGUNA POINT 1."T 20 OF SEASIDE LANDS MAP NO. 1722 - ~ ~ ' ' I 040204 0~2004 ·1 ---------------------------------------------------------,~ I \ . \ I EXIS71NG GROUND L H' MIN. i 12• Ml PROAL£ 3• CRUSHED ROC'(--~ EWJ PU8l_/C R-0-W PUBLIC R--W PROVIDE APPROPRIATE: TRANS/7/0N BETWP:N STABILIZED CONSTRUC710N ENTRANt;f AND PURI.IC RIGHT-OF-WAY STABILIZED CONSTRUCTION ENTRANCE NO/ TO SCALE -\ E_!=IOSION CONTROL NOTES /. IN CASE fMfR/JfNCY WORK IS RfQUIRfD,COI/TACT IJLLL_ CANEPA_ 0 WA VECREST, LLC (PHONE: NIJMBE:R/ _j760) 75J--,2'dQ__ 2. fQUIPMfNT A/VD WORKfRr F"OR EMERGENCY WORK SHALL BE: MADE AVA"-ABLE AT ALL TIM :s DURING THf RAINY SEASON. ALL NfCfSSARY MATE:RIALS SHALL BE STOCKPILED ON SITE: AT CONVE:NIENT L. CATIONS TO FACILITA Tf RAPID CONSTRUCT/ON OF Tf'.IPORARY OfV/CfS WIIE:N RAIN IS EMINENT. 3. DEVICES SHOWN ON °LANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE: APPROVAL OF THE fNG/NfER/NG INSPECTOR. 4. THE CONTRACTOR SHALL RESTOR!. ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF f'RODUC/1/G RAINFALL. 5. THE CONTRACTOR SHALL II/STALL ADDJTIONAL EROSION CONTROL MEASURES A.S MAY BE REQUIRED BY THE CITY EIIG/1/ffR DUf TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RE:SPONS/BLE AND SHALL TAKE NfCESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDE:D WA TE:RS CREA TE A HAZARDOUS CONDIT/OIi. 7. ALL EROSION CONTROL MEASURES PIIOWDfD PfR THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREOII. B. GRADED AREAS AROUND THE PROJECT PERIMfTfR MUST DRAIN AWAY FROM THE FACE OF SL OPE AT THE CONCLUSION OF EA cH WORKIIIG DAY. 9. ALL REMOVABLE PROTECTIVE DE:VICES SHOWN SHALL BE IN Pt.ACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5/ DAY RAIN PROBABILITY FORECAST EXCEEDS FOPTY PERCENT (40"1-SILT AND OTHER DEBRIS SHALL Bf REMOVED AFTER EACH RAINFALL. IQ_ AI_L GRAVEL BAGS SHALL BE BURLAP TYPE WITH 314 INCH MINIMUM AGGREGRATE. ff. SI/OULD GERMINATION OF HYDROSEEDE:D SLOPES FA"-TO PROVIDE EFFECTIVE COVERAGE OF GRAOED SLOPfS (901' COVERAGE/ PRIOR TO NOVEMBE:R 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOI( OF THE DEPARTMENT OF COi/SERVA TTON, STA TE OF CALIFORNIA. ___________ :_: 2+00-a sttsHCET J C /~- ------------ SEE INLET DETAIL {TYP / SEE INLET{)[TAll:.. (TYP) \ ' ' \ ADDITIONAL EROSION CONTROL NOTES /. PROVIDE VELOCITY CHECK DAMS Ill ALL STRffT AREAS PAVED OR UNPAVED AT THE INTERVALS INDICATED BELOW. VELOCITY CHECK DAMS MAY BE CONSTRUCTED OF SANDBAGS, TIMBER, OR OTHER EROSION RESISTANT MATERIALS APPROVED BY THf CITY ENGINEER, AND SHALL EXTEND COMPLETELY ACROSS THE STREET OR CHANNEL AT RIGHT ANGLE:S TO THE CENTER LINE. EARTH MAY NOT Bf USED AS VELOCITY CHECK DAMS. GRADE: OF STREET LE:SS THAN 2_0" 2" · 41' 4:,: · 6:.: 6:.: -10:,: OVER 101' BENCH MARK INTERVAL AS REQUIRED 100 FffT 50 FEET 50 FEET 25 FffT DESCRIP110N: SCRIBED 'X' ON STREET LIGHT BASE LOCA 110N: S.E. CORNER INTERSEC710N OF LAGUNA DRIVE AND STA TE STREET RECORD FROM: CITY OF CARLSBAD ELEVA 710N: 30.01 DA TUM: M.S.L. NUMBER OF BAGS HIGH I I 2 2 3+00 DRIVE ~ •• 51 DD T TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION --. . ,~: __ · _____ ---Ffl:1 • :]; ___ FfB =-~:-==·=:~~~~-= ~;$:~~-°'>>.,,, ___ ALL PE:RMANENT A/VD TEMPORARY EROSION CONTROL Pt.ANTING A/VD l11RIGAT10N SHALL BE II/STALLED A/VD MAINTAINED AS RfOUIRED IN SECTION 212 OF THE STANDARD SPECJFICA TIONS A/VD THE FOLLOWING. ------J~_..:,,.: __ -__ ._, __ • _ _::"___.!•_..;,..~•-· ......:.·_-_-_-_._.--'L_~·--AJ-',---'---~'--"~-~-~~ . ,!'_----~~~---. _ _,,-~-•~· :·<-: ~J g - --c,k.·, Q.;;_;;_-;;_~;;.,;;;v====-_£ =-=-:====~;;;;:~,:;,, '-,~-·. • A. HYDROSEEDING SHALL BE APPLIED TO, /. ALL SI_OPES THAT ARE GRAOED 6d (HORIZONTAL TO VfRTICAL/ OR STEEPER SEE IN ET ETAIL {TYP). , LAGUJ\JA J\1JAP ' \ ' {tYP~- '-· ~ ., \\,f \ \ ,, • "i .. y \ \ \ JI 2. WHEN THEY ARE, a. THREE FEET OR MORE IN HEIGHT AND ADJACfNT TO A PUBLIC WALL OR STREfT_ b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. AREAS GRADED FLA TTE:R THAN 6,1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST, a. NOT SCHEDULED FOR IMPROVEMfNTS(CONSTRUCT/ON OR GENERAL LANO~Ct\P/1/G/ WITHIN 60 DAYS OF ROUGH GRADING. b. IDENT/FlfO BY THE PARKS ANO RECRE:A T/011 DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA Vf ANY SPECIAL CONDITION /OENT/FIED BY THf CITY ENG/NfER THAT WARRANTS IMMEDIATE TREATMfl/T. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, L ALL SLOPfS THAT ARE GRADED 6,1 OR STEEPER AND THAT ARE, a. THREE TO EIGHT FEET Ill HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM OU/CK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEAOS PROVIDING 100" COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITAT/011 SPRINKLER HEADS PROVIDING IOO:.: • SEE INLET DETAIL (TYP COVERAGE. 1. SfT POS'fS AND EXCAVATE: A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG n-lE LINE Of POS'fS. SEE INLET DETAIL {T'((P \ 2. STAPLE WIRE FENCING TO /HE POSTS. ---------.---:'l _:.~'-----/ --~ ~----~-- 4 IN (10 CM) ~m; J. ATTACH n-lE FIL TfR FABRIC TO n-lE WIRE FENCE AND EX/END IT INTO n-lE TRENCH. 4. BACKFILL AND COMPACT Tllf EXCAVATED SOIL. ~~ 2 BAGS HIGH 0 LOW POINT I '' SILT FENCE PREFA.BRICA TED SIL TFfNCf MA 'r!Jf USED IN LIEU OF IN PLACf CONS/RUCTION. FINISHED GRADE: SEDIMENT ROLL FIBER ROLL DETAIL 3!::: I c:, I Cc:: isl II • - L,j -.J ~ R/W R/W FOR BAG HEIGHT & BAG SPACING SEE ADD/7/0NAL EROSION CONTROL NOTE NO. 1 GRAVEL/GRAVEL BAGGING ON STREETS NOTE:: CATCH BASINS. DESIL 71NG BASINS, SAND BAGS, CHECK DAMS AND STORM DRAIN SYSTEMS SHALL BE INSTALLED TO THE SA 11SFAC710N OF IHE CITY ENGINEER. IHESE FACILl11ES SHALL BE CLEANED ON A REGULAR BASIS, KEPT FREE OF SOIL ACCUMULA 110N. ~ED FIRST ROW OF GRAVF.LBAGS HALF DEPTH ~OPENING AT INLET --~ED FIRST ROW OF GRAVF.LBAGS HALF DEPIH BAG EMBEDDING DETAIL LEalO DESCRIP710N SYMBOL QTY. STABILIZED CONST. ENTRANCE ~ 1 EA GRA l>El.BAGS c•:• -=c-• • C> 200 EA SILT FENCE -II a-350 LF F/BfR ROLL ,. "" 680 LF c. D. E. 2. 3. ARE:AS SLOPED LESS THAN 6,1 SHALL BE IRR/6ATED AS APPROVED BY THE CITY fNGII/EfR, PRIOR TO HYDROSEEDING. THE OfVELOPfll SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY [NG/NEER. THE PROPOSAL SHALL BE SPECIFIC REGARDIIIG THf NUMBERS, TYPES AND COSTS OF THE fLEMfNTS OF THE PROPOSED SYSTEM. IRRIGATION SHALL MAINTAIN TH£ MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSE:EDE:D GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING, I. SEED MIX SHALL CONSIST OF NO LESS THAN, 2. 3. a. 20 lbs. PER ACRE OF ROSE: CLOVER b. 20 lbs. PER ACRE OF ZORRO FfSCUE c. 3 lbs. PER A CR[ OF E SCHOOL CJA CALIF ORN/CA d. 4 lbs. PER ACRE OF ACHILLEA M/LLEFOLIA e. 3 lbs. PER ACRE: OF AL YSSUM (CARPET OF SNOW/ I. 112 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,o, AND f OF THIS SUBSECTION MAY BE: OMITTE:D ON LOCATIONS WHERE THE AREA BE:ING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST Bf /NDCULA TED WITH A NITROGEN l'/XING BACTERIA ANO APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYOROSEEDIIIG. I. ALL SEED MATERIALS SHALL Bf TRANSPORTED TO THE JOBS/TE Ill UNOPENED CONTAINERS WITH THE CALIFORNIA DE:PARTMENT OF FOOD AND AGRICULTURE CEIITIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. /. NON-PHYTO-TOXIC WETTING AGENTS MAY Bf ADOED TO THE HYOROSEE:D SLURRY AT THE DISCRETION OF THE: CONTRACTOR. TYPE I MULCH APPLIED AT THE RA TE OF NO LfSS THA1, tOOO lbs PE:R ACRE:. TYPf 6 MULCH /STRAW/ MAY BE SUBSTITUTED, ALL OR I -1RT, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY ME:CHANICALLY PUNCHING NO LESS THAN 50" OF THf STRAW INTO THE SOIL FERTILIZER CONSIST/IIG OF AMMONIUM PHOSPHATE: SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PfR ACRE AREAS TO Bf HYDROSfEOED SHALL BE PREPARE:D PRIOR TO HYDRO~' :clJING 8Y, /. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF, 2. a. TRACK WALKING SLOPES STffPER THAN 6,1 b. HARROWING AREAS 6,1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. CONDITIONING THE SOILS SO THAT IT IS SUITJBI.E: FOR PLANTING BY: a. ADJUSTING THE SURFACE SO"-MOISTUlic TO PROVIDE A DAMP BUT NOT SA TUR A TEO Sf ED BED. b. THE ADDITION OF SOIL AMEIVDMfNTS, PH ADJUSTME:IIT, LE:ACHING OR COVEii/NG SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THf PROJECT IS PERMANENTLY LANDSCAPED OR. FOR AREAS WHERE HYDROSEED/1/G IS THE PERMANENT LAIIOSCAPING, UNTIL THE PROJE:CT IS COMPLETED ANO ALL BONDS RELEASED. PARTNERS Planning and Engineering 9988 Hibert Street, Suite 212 San Diego, CA. 92131 Ph. (858) 695-3344 Fax: (858) 695-3117 ~ ANDREW J. KANN R.C.£ 50940 MY RfGISTRA mJN EXPIRES 9-J0-05 "AS BUil T" ~~ RCE 5?121 EXP. 6-30-07 DATE DATE NSPECTOR D _TE I- .-_-_-_ r-1---_ -_ ' .... -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_-_--rt--_-_ 7;_ -_ -_ T+ -_ -_-_rt--_ -_:-;:I =sH=4EE=T~I =c=1:::::T::::Y::::::::O::::;F;;;;::::C:;::A:::::;;R:;;:LS~B:::;A:;D;:::;-;:[SHEE.TS I ENGINEE~ING DEPARTMENT ~ AS-BUILT DATE DATE INITlAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL CITY APPROVAL I j,i ---ER081O"! CONTROL PLAN FOR: GRADING 1k EROSION CC,lflROL LAGUNA POINT LOT 20 OF SEASIDE LANDS MAP NO. 1722 APPROVED LLOYD B. HUBBS .i9r ,/4-6--~~~ CITY ENGINE PE238~RES 12 DWN BY: CHKD BY: RVWD BY: ' I I AA nf.R, PROJECT NO. CT 01-13 DRAWING NO. 409-9A ~ • 040204 C :E C) ~ 0 (0 I (0 l>