Loading...
HomeMy WebLinkAboutDWG 412-5A; CT 02-13; FARBER CONDOMINIUMS; 01-05GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 11.06 OF THE CARLSBAD MUNICIPAL CODE.) I. IHIS PLAN SUPERSEDES ALL OIHER PLANS PREVIOUSLY APPROVED BY IHE CITY OF CARLSBAD REGARDING GRADING SHOWN ON IHIS SET OF PLANS. 2. APPROVAL OF IHIS PLAN DOES NOT LESSEN OR WAI\.£ ANY PORTION OF IHE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL. CITY STANDARDS OR OIHER ADDITIONAL DOCUMENTS LISTED HEREON AS IHEY MAY PERTAIN TO IHIS PROJECT. IHE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE IHESE PLANS 'M-!EN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE IHE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR IHE CORRECTION OF ERRORS AND OMISSIONS OISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTI. Y SUBMITTED TO IHE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE Cl TY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE"S POLICY IN THE MINIMUM AMOUNT OF $1,000,000. 00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA\.£ A RATING OF "A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA 'v£ BEEN OBTAINED FROM IHE CITY AND OIHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY IHE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER"$ PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. a NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF IHE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON IHE APPROPRIATE SHEET OF THE PLANS AND THE TITI.E SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFI..ECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OIHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO IHE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WIIHll'I CITY EASEMENTS, A SOILS REPORT COMPRISED OF; (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF IHE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN IHE FIELD OF APPLIED SOILS MECHANICS. IHE SOILS REPORT WILL BE SUBMITTED TO IHE CITY ENGINEERING INSPECTOR WIIHIN TWO WORKING DAYS OF IHE COMPLETION OF FIELD TESTS. 13. A SO/LS COMPACTION REPORT AND COMPLIANCE \IERIFICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUll/NED IN IHE SOILS REPORT IS REQUIRED PRIOR TO IHE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER IHE DIRECTION OF A PROFESSIONAL ENGINEER OF IHE STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN IHE FIELD Of APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ~~°lJf tf.i&?KWlrtEcJ;if A ~~SOF • CARJrf:gHJTANftRD :t CIFJ~1rio:,0_R¢ND sJ!t~ INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO IHE PROJECT INSPECTOR. 14. A PRECONSTRUCVON MEETING SHAil BE HEID AT THE SITE PRIOR TO THE BEGINNING Of WORK AND $HAIL BE ATTENDED BY Al L REPRESFNTATl\lf5 RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OIHER ASPECTS OF THE WORK. IHE CONTRACTOR SHALL SCHEDULE IHE MEETING IHROUGH IHE PERMIT CLERK (760-438-3891) AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. IHE GRADING PERMIT WILL 8£ PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPECTION REOIIESTS QTT--IER D:iAN FOR PRFCONSTRUCVON MFfVNG Wt RE MADE" BY CAIi /NG D-lf ENGINEERING 24 HOUR INSPECTION R[OIIFST I /Nf AT (760) 438-3891. INSPECTION RfOUfST MUST BE RFCEl\f"D PRIOR TO 2: 00 P.M. ON IHE DAY BEFORE IHE INSPECTION /S NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OIHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. IHE OWNER AND/OR APPLICANT IHROUGH IHE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SO!.ELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE AND FEDERAL SAFETY AND HEALTH STANDARDS. LAWS AND REGULATIONS. 17. IHE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO IHE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OIHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM IHE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING IHE PIPE INSTALLATION IHEREIN. IHI$ PLAN . MUST BE PREPARED FOR ALL TRENCHES Fl\.£ FEET (5') OR MORE-· IN DEPrn AND APPROVED BY IHE CITY ENGINEER AND/OR CONCERNED AG£NCY PRIOR TO EXCAVA VON IE lliE PLAN VAR/£$ [ROI.I THE SHORING S'r'.STEIJ STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITI.f: 8 CALIFORNIA ADMINISTRATIVE! CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINITR AT THE CONTRACTORS EXPENSE A COPY OF IHE OSHA EXCAVATION PERMIT MUST B! SUBMITTED TO THE INSP£CTOR PRIOR TO EXCAVATION. 1a NO BLASTING SHALL BE PERFORMED UNTIL. A VALID BLASTING PERMIT HAS BEEN OBTAIN[[) FROM THE CITY OF CARLSBAD, SUBMIT APPL/CA T/01'1 FOR BLASTING PERMIT OCLL IN ADVANCE OF IHE SCHEDU!JN(1 OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WIIHIN ANY WORK AREA DURING CONSTRUCTION. OPERATIONS WILL CfASE /MMEDIA TEI. Y, AND THE PERMITTEE WILL NOTIFY IHE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL IHE PERM/TT££ HAS RECEI\IED WRITTEN AUIHORITY FROM IHE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON IHE SITE OR ADJACENT IHERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARIHMOV/NG EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO IHE PERIOD Bf:T\'lf:~ 7: 00 A.M. AND SUNSET EACH DAY, MONDAY IHRU FRIDAY AND NO EARIHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAY$. (A UST OF CITY HOLIDAYS IS AVAILABLE AT IHE ENGINEERING DEPARTMENT COUNTER.) 21. AU OF[-S/7E HAUL ROUTES SHALL 8£ SUBMITTED BY IH£ CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WOR, 22. IMPORT MATER/AL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY IHE CITY ENGINEER. IHE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG IHE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF IHE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WIIHIN IHE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON IHE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN IHE PONO/NG OF WATER IS NOT PERMITTED. ALL EARIHEN SWALES AND DITCHES SHALL HA\.£ A MINIMUM ONE PERCENT SLOPE. 25. IHESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY IHE CITY ENGINEER OR AS DIRECTED BY IHE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE ANO CROSS SECTION. IHE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES. ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY IHE CITY ENGINEER. 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF IHE TIM£ 'M-!EN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPRO\IED GRADING PLANS. C: \DWG12\CLSB-GP .DWQ 12/11/04 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY IHE CITY OF CARLSBAD LANDSCAPE MANUAL. IHE LANDSCAPING PLANS FOR IHI$ PROJECT, DRAWING NO. 412 51 AND/OR AS DIRECTED BY IHE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE IHE WORK OF THESE GRADING PLANS W/IH THAT SHOWN ON BOTH IHE LANDSCAPE AND /RR/GA TJON PLANS AND IHE IMPROl/f:MENT PLANS AS REQUIRED FOR IHIS WORK IN ACCORDANCE WIIH THE LANDSCAPE MANUAL TIME REQU/RfMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE v.;JIH A MINIMUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES. UP\ Toj5• PVC MAY BE UTILIZED PROVIDED DEPIH IS LESS IHAN 15 FEET AND BAC.llf/LLED WITH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. •. JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED A~ .· 4 RESULT OF IHE GRADING OPERATION, IT SHALL BE REMOVED WIIHIN rwtl!lif FEET OF BUILDING OR STREET AREAS AND REPLACED WIIH PROPERLY COMPACTED SOILS. IN OTHER AREAS IHE PIPE WILL BE PLUGGED WIIH CONCRETE OR REMOVED AS APPROVED BY IHE CITY ENGINEER. 32. IHE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABO\.£ GROUND AND UNDER GROUND ) WIIHIN IHE PROJECT SITE SUFFICIENTI. Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND IHA T IHE ACTUAL LOCATIONS ARE IN CONFI..ICT WIIH IHE PROPOSED WORK. · 33. IHE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR IHEIR FACILITIES AND SHALL COORDINATE IHE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL ADELPHIA CABLE COMMUN/CATIONS CITY OF CARLSBAD(STREETS &: STORM DRAIN) 'CITY OF CARLSBAD(SEWER, WATER &: RECLNMED WATER) 'SAN DIEGU/TO WATER DISTRICT 'LEUCADIA COUNTY WATER DISTRICT 'VALLECITOS WATER DISTRICT WVENHA/N WATER DISTRICT 'BUENA SAN/TA TION DISTRICT *AS APPROPR/A TE 34. PERMIT COMPLIANCE REQUIREMENTS: 800-422-4133 800-660-7343 800-892-0123 760-438-7741 760-434-2980 760-438-2722 760-633-2650 760-753-0155 760-744-0460 760-753-6466 760-726-1340 A. FOR CONTROLLED GRADING -IHE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL IHE WORK IN PROGRESS {11.06.l70(B)J CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO IHE CITY ENGINEER VIA IHE PROJECT INSPECTOR {11.06.190(8)/ CARLSBAD MUNICIPAL CODE: . (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL. SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND IHE APPRO\.£D PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM Cl TY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM IHE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL. AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT IHE GRADING WAS DONE IN ACCORDANCE WIIH IHE REQUIREMENTS AND RECOMMENDATIONS OUll/NED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY IHE CITY. 35. UNLESS A GRADING PERMIT FOR IHIS PROJECT. IS ISSUED WIIHIN ONE (I) Y£AR AFTER IHE CITY ENGINEER'S APPROVAL. IHESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. IHE SOILS REPORT TllLED GEOTECHNICAL INVEST/GA TION AND FOUNDATION RECOMMENDATIONS FOR PROPOSED MUL Tl-FAMILY DE'v£LOPMENT, LOCATED AT 1100 LAS FI..ORES DRIVE. CITY OF CARLSBAD. CALIFORNIA. PREPARED RY ENG/NffR/NG QfSIGN GROI/P. 2121 MONTIEL RD., SAN MARCOS. CA. 92069 DATED DECEMBER 22, 2000, UPDA1FD SOILS REPORT DATED SEPT. 10, 2003 AND PLAN REVIEW LETTER DA TED SEPT. 11, 2003 SHALL BE CONSIDERED AS A PART OF IHI$ GRADING Pl.AN. ALL GRADING SHALL BE DONE IN ACCORDANCE WIIH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORTS. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY D£CLARE IHAT I AM IHE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA 'v£ EXERCISED RESPONSIBLE CHARGE OVER IHE DESIGN OF IHE: PROJECT AS DEFINED IN SECTION 6703 OF IHE BUSINESS AND PROFESSIONS CODE, AND IHAT IHE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT IHE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: PIRO ENGINEERING .. ADDRESS:---"'93""0'--""BOee.A,,..,R,,..DW.,,,~.,,,LK~S""U""ITEcea....eD,.__ ____ _ CITY, STA TE: SAN MARCOS. CA 92069 TELEPHONI;;,, 760-744-3700 BY: -9ad ,,e' /4;., <..T GARY K. PIRO R. C.E. NO.: 24000 REGISTRATION EXPIRATION DAT£: __ =12~-=Jl~-~0=5 __ _ SOILS ENGINEER'S CERTIFICATE SIGNED ~.lg,_ NO.; '':::====::::::.2P.5~fl"L-02--_· __ _ DAT£: 8/cJ/05 r • LICENSE EXP/RATION DA TE: OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS B££N OR WILL BE R£TAIN£D TO SUPERVISE OVER-ALL GRADING ACTIVITY /TC'?•CJE ON THE COMPACTION AND STABILITY OF THIS S/ DATE --.-, ... .l:.,,., ----~ ...... ,,!'I. lll!l.iJQ"'·"'" ...--sin: VICINITY MAP '\. K. ,o ',J_ '°11 NO. 240000 EXP.12-31-05 N.T.S. __,...._,,.....,...,,......, _,....,,,---./ f!ofi,,,a, Planni..g qr1J f~gin~~g C 58873 31 s.3.t.;ort~~Ave.. Cl!l'lsb,d, CA~ 10 xp.G•">D· (M})ff8.1100 A:sOF AUGUST 3-:7.J(r:)1, I f!El,£8'( ASS iN~~I L£' 0-lA~GE FCR.USIG~<.J.!A ~~ES ro THl~Plt..AWl\vG. I'! c.o >!AN I:-~ L...._:f:.:_:)(P:.___:_6c:__~~~-----~./'_,,._.,...,.____. GRADING RESTRICTION ALL CONSTRUCf/ON ACTIVlf/ES SHALL BE PLANNED SO ~AT Gf\ADJNG WILL OCCUR IN UNITS THAT CAI'/ BE EASILY COMPLETED W/IHIN IHE SUMMER CONSTRUCTION SEASON. ALL GRADING QPERA TIONS . SHALL BE LIMITED TO APRIL 1 , TO OCTOBER I OF EACH Y£AR. ALL AREAS DISTURBED BY GRADING SHALL BE PLA('ITED WIIHIN 60 DAYS OF INITIAL DISTURB,ANCE AND PRIOR TO OCTOBER WITH TEMPpRARY OR PERMANENT (IN CASE OF FIN/SI/ED SLOPES) EROSION CONTROL MEIHODS., IHE OCTOBER 1 GRADING SEASON DEADLINE MAY BE EXTENDED Wlrn IHE APPROVA/-OF IHE CITY ENGINEER SUBJECT TO /Mf'LEMENTA TION BY OCTOBER I OF £ROSJON1 CONTROL MEASURES DESIGNED TO Pf/OH/BIT DISCHARGE OF SEDIMENTS OFF-SIT£ DURING AND AFTER IHE GRADING OPER,)TION IS COMPLETED. EXTENSIONS BEYOND,NOVEMBER 15 MAY BE ALLOWED IN AF~EAS OF VERY LOW RISK OF IMPACT TO SE;NS/TIVE COASTAL RESOURCES AND MAY BE APPROVED E/IHER AS PART OF IHE ORIGINAL COASTAL DEVELOPMENT PERMIT. EARTHWORK 9UANTITIES CUT: 2. /1/iQ C. r; CY FILL: 704 CY: CY IMPORT: CY EXPORT: 5.286 C. Y. CY REMEDIAL: 2 469 CY WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND ~LL~ ift~W~b OFGi~RltliflENffi/JtflAP1t!CJ.~OE/kf/'fffri'8I of~~R_<Jull{ ASk1JJJiJ1; PLA!jfs,_ ~J-Bt&is G~DJfG~E ~i1Y5sTtiBAiffi~R~EtltiJ.ta5t7£WN f!ou1~fg~Qff 0NEslli!/Jno~l' AND ORD/NANCfS Cl TED ON IHESE PLArvS. --- U1&uiJftf fJNG cu'1flli!f.T s~}LL JI ntfRtfRMf&si't?uct1'8i0RDMCJiRE~lto Wf Ff!tk0'g~t I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. IH/S SET OF PLANS 4. RESOLUTION NO. PC 5J36 DA TED JANUARY 15, 200J 5. IHE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY ENGINEERING DESIGN GROUP DA TED OECEMRER 22, 2000 7. IHE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. a CALIFORNIA COASTAL COMMISSION DEVELOPMENT P£RMIT CONDITIONS CDP 02-32 DA TED ,JANUARY 15, 2003 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED JANUARY 15, 2003 10. STORM WATER MANAGfMENT PLAN (SWMP) PREPARED BY PIRO ENGINEERING DA TED SEPTEMBER 200J II. CALTRANS ENCROACHMENT PERMIT NO. 11-02-6RP-037J 12. STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (JULY 1999) AND STANDARD PLANS (JULY 1999) LEGEND DESCRIPTION DlfG.NO. SYMBOL QUANTITY PROPERTY LINES EX. SLOPES EX. EASEMENT EXISTING WATER EXISTING SE'M:R EXISTING GAS EXISTING ELECTRICAL EXISTING UTILITY POLE EXISTING OVERHEAD UTILITY EXISTING CONTOUR EXISTING A.C. PAVING EXISTING CONCRETE PAVING EX. TREE EX. PALM EX. WALL EX. BUILDING EX. IMPROVEMENTS EX. FIR£ HYDRANT EX. STREET LIGHT EX. 4" HIGH BERM PROPOSED FIRE LANE SIGN PROPOSED CONTOUR PROP. DIRECTION OF DRAINAGE PROPOSED FENCE y y y pp ---OH-- _,,,,.--75_..,,.,_ f··················1 , . '.'.'.,'. "."''. .................... 0---):( ( ( (((( (( (((((( (((((( ((( ((((((( _.,..--75~ ' SEE ARCHITECllJRAL PLANS PROPOSED PRIVATE PVC SOR 35 STORM DRAIN 9 9 9 ~====~gS ~· (BEDDING AND BACK FILL PER D-60) • 1~•-158 Ii TOTAL DOES NOT INCLUDE LANDSCAPING AND SLAB DRAIN PIPING-.. ---TOTAL 810 Lf L-OP/£t..5T£JN/f~,f,tJc;,<,9 /'L..4Nr4.&.e /.fALL. lll ll ll l 7 ~(J S:r. PROPOSED AREA DRAIN Sc€£JET/llt.. SHEET 3 .~ 18 PROPOSED 1 o• WIDE S1£EL TRAFFIC GRATE OVER Eee3 CONCRETE 1RAFFIC RA TED(H-20) TRENCH DRAIN Hl!!!!IIIIIIJIIIIIIII l EACH CONNECTED TO CATCH BASIN BIO CLEAN UTTER, NUTRIENT, SEPARATING BAFFLE BOX MODEL fl NSSB-4'-8'-84" PROPOSED CONCRETE PAVING ON-SITE OUTSIDE BUILDING PROPOSED BRICK PAVERS (ON-SITE) *PROPOSED MASONRY RETAINING WALL (OUTSIDE BUILDING; HEIGHT VARIES) *PROPOSED ARCHITECllJRAL WALL (OUTSIDE BUILDING; HEIGHT VARIES) SEE ARCHITECTURAL AND STRUCllJAL PLANS. • TO BE CONSTRUCTED UNDER BUILDING PERMIT NOTES: I". ~ . ·. · .• · ,1 ~l 1 EACH 80!,,5 SF 1931 SF' 2420 SF 2790 SF ").. l'[Vfl, NOTE: CUT/FILL QUANTITIES ARE FOR PERMIT PURPOS£S ONLY AND SHOULD NOT BE USED FOR CONTRACTS 1. QUANTITIES ARE FOR PERMIT PURPOSES ONLY AND SHOULD NOT BE USED FOR CONTRACTS 2. SEE LANDSCAPING PLANS FOR LANDSCAPING DRAINS LEGAL DESCRIPTION A PORTION OF TRACT 2 OF LAGUNA MESA TRACT SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLA/'IS WAS GENERA TED BY COMPUTER /NJERPOf A DON METHODS FROM INFO/?MA TION GA IHERED ON S[PJFMRfR 28 2000 BY F!RO ENG/NEE/?fNG TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION IHI$ PROJECT IS LOCATED WIIH/N ASSESSORS PARCEL NUMBER($) 155-180-31 IHE CALIFORNIA COORDINATE INDEX OF IHI$ PROJECT IS: N 2006 E --~62=2~5------ BENCH MARK DESCRIPTION: POINT/: 1.W ST1TION NAME• 5-50 Z LOCATION: NFAR £AST END OF I AS Fl ORES DRl\,f RRIDC',E RECORDED:~19=8=9 ______________ _ EL£VA TION: ~B2~.2~2~1 _______ DA TUM: NGVD29 CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS NO. or F.H.(S)_i_J. no• 1500 G.P.11. ()UT OF_JJ.H.(S) BLDG. SPRINKLED@'NO F.FLO• 1500 G.P.V. r1 ..!Lr,~ 'Bae,,_L q/11/tJ'/ r • FIRI VARSHALL DATIi O'{~ 11\ • . l:ILI!-cl{A4-e. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PLANNING DEPARTMENT APPROVAL ~"AS BUJLT" ~~.-o~ DATB/l /l°"lpt ~ . ., 't-JS•CS / MICHAEL 1. HOIJJIJUER, PLANNING DIRECTOR fl .t::H',f !. EXP G. • SO-07 {LI ~~ .... if DATE: 9 / /Yj &t./ DATE ,0/~~ (SIG ) ' q</43/4,-, RECOIIMENDllD BY: /i.n11e. h"'~.s~"t (PRINT NAllE) ., INSPECTOR DAT8 I SH~ET I CITY OF CARLSBAD I SHE5ETS I ENGINEERING DEPARTMENT GRADING AND EROSION CONTIWL PLANS FOR: F;\RJ3ER CONDOMINIUM PROJECT 1100" LAS FLORES DR, CARISBAD, CA 92008 APPROVED :,r LLOYD B. HUBBS &, a:,.-~~a ~~ 'Q'~'I CITY ENGINIT-PE 23 ~ES 12/31/05 DAlE I I DRAWING NO. OWN BY:,-PJRO ENG PROJECT NO. OAlE INITIAL DAlE INITIAL CHKD BY!' c;,vP CT 02-13 OTiiER APPROVAL CITY APPROVAL RVWD BY: JL~ 414-oA I . I . ~ gp-shtl.lsh Z:\Sdsl<\proJ\286.\dw1\2864-10-18-02.dwc 8/23/2004 10:5,:211 A1,I PDl' 1'.0. 2064' . .-:__. _,,..,-, l ' I . i : ! : i ' ' ' ' 1 I i • .. .. • • ·.• .. \ \ I \ \ '\~/o,c\),Z, I + 1y-\f . g· ~ l \ \ \11~ \ ~ ' ',..;-_::::: C ST.\ 36"RCP \-------f-1-J,,,~Ec,;;X. s>"_g;Eif'(• PC O~G 367-5 PER DWG 367-5 ,; ~ • ®"~ • \ I I ~POX. LOC. EX. ~OCR EXISTING CONDITIONS\DEMOLITION .\ \ \ \ ~ " \ NET EXISTING POW£R POLES AND 0\IE:RHE.AD UNE.S TO Bf. Rf.M0\/£0 . . .. :r:-.,v-,,w ~ RIGHT RiCi~ISHED ~ER©\ 76 \ 75.02 ....... ·, 2+00 :£ ..,,TERAL-ABANDON-...;;•"--"' ~:;;;;;;;:;;:;:;~;;;;;;;;;;;;;;:;;;;;;;;;;;;;;:;;;;;;;;;;;;;;;:;;;;;;;:;;:;:;~~;;;;;;:;;;::;;;:;;;;;;;:;;:;:;~;;;;;;;;;,;;;;;~~~~ .. • • Street LJgJ-. \ ' .. C. \0""12\CLSB-Gl'.D\Wl 12/12/94 ' ~treet Lt. ~ ,dran t ( ( • ,,l ·, Fire Hydrant~----' · PLAN . ~ Ii I.. ~ i:l ti) DATE 0 EASEMENTS (j) EXISTING NO-WIDTH EASEMENT TO SDG&:E PER DOCUMENT RECORDED OCT. 15, 7945 AS INSTRUMENT NO. 86307, O.R. (TO BE QUITCLAIMED) ® EXISTING 6' EASEMENT TO SDG&E PER DOCUMENT RECORDED JUNE 20, 1952 AS INSTRUMENT © ® NO. 74913 IN BOOK 4502, PAGE 17, O.R. (TO BE QUITCLAIMED) ABUTTERS RIGHTS OF ACCESS RELINQUISHED PER DOCUMENT RECORDED JULY 26, 1967 AS INSTRUMENT 109121, O.R . ABUTTERS RIGHTS OF ACCESS RELINQUISHED PER DOCUMENT RECORDED JULY 3, 1969 AS INSTRUMENT 120795, O.R . EXCLUSIVE US£ EASEMENT PER DOCUMENT RECORDED OCTOBER 19, 1998 AS INSTRUMENT NO. 1998- 0674772, O.R. EASEMENT FOR ROAD PURPOSES PER DOCUMENT RECORDED MARCH 28, 2000, INSTRUMENT NO. 2000- 0154800, O.R. PROPOSED 10' EASEMENT TO CARLSBAD MUNICIPAL WATER DISTRICT DEMOLITION NOTES: 1. PRIOR TO DEMOLISHING ANY EXISTING ON-SITE IMPROVEMENTS, THE CONTRACTOR SHALL HAVE A PRECONSTRUCTION MEETING WITH THE OWNER AND HIS DESIGNATED REPRESENTATIVES INCLUDING THE ARCHITECT AND THE ENGINEER TO CLARIFY THE EXTENT OF WORK TO BE DONE AND THE PRESERVATION/RELOCATION OF CERTAIN EXISTING ON-SITE PLANTINGS. 2. IMPROVEMENTS DESIGNATED FOR REMOVAL SHALL BE DEMOLISHED AND DISPOSED OF IN ACCORDANCE WITH ALL PERTINENT PUBLIC ORDINANCES. UTILITY NOTE: THE LOCATION OF EXISTING UTILITIES WAS OBTAINED FROM PLANS OBTAINED FROM THE CITY OF CARLSBAD. THE CONTRACTOR SHOULD VERIFY THE EXISTENCE AND LOCATION OF ALL UTILITIES BEFORE COMMENCING WORK. AREAS TO BE DEMOUSHED ITEMS TO BE DEMOUSHED, WHICH ARE REPRESENTED BY SINGLE UNES, IIA VE CALL OUT BOXED AND HATCHED. PLANTINGS TO BE RELOCATED OR DEMOUSHED PER OWNER'S REPRESENATJVE. EXISTING BERM EXISTING CONTOURS ))))))))))))))))))))))))))))) PIRO ENGINEERING 930 BOARDWALK, SUITE "D" ¼~YEBSio~ "AS BUILT" SAN MARCOS, CA. 92069 ~-,. K. I> ~ <r~ (e+BJ 744-3700 ~ /1.! ~ 7(,, i i;;, NO. 240000 ~ 4-IS·08 *EXP.12-31-06 I / --RCEJ --, EXP6-30-o9 DATB ~ crvn. ~ J. ~?'.-&:a 3/w/til/ ~o,c~i..\~ REVIEWED B~ ' #3~~ GARYK. IRO R.C.E. 24000 IN~t0~~ DATB I SH~ET I CITY OF CARLSBAD I SH~ETS I - ENGINEERING DEPARTMENT GRADING PLANS FOR: FARBER CONDOMINIUM PROJECT UOO LAS FLORES DR., CARLSBAD, CA 92008 APPROVEDd"r LLOYD 8. HUBBS ¼ --. --. • r 2/,00~ CITY ENGINPFR PE"23889 EXPIRES 12/31/05 DATE . 11\. DWN BY: PIRO ENG PROJECT NO. DRAWING NO. INITIAL DATE INITIAL DATE INITIAL CHKD BY: c;.vp ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: , I LB CT 02-13 412-5A .,: '" ' -, ' --~ gp-sht2.lsh Z:\Sdsk\proJ\2864\dwg\2864-10-lCl-02.dwg 8/23/200f. 12:53:50 PM PDT ir.o. 2864 . . -...: .. _ -. ) I \ ' \ \ \ - ' . -4 .. ' \ \\ m ·:~-~ . N ~•~• • o> -·, :--.g_';,, ' . -4 .. • ' I . '...--=->:'-::.• \. ,,('\<?s . ,,('\ EI. _ .. REPRE'ilcNTS GE FOO RINT . ~ 11 I-. \ SQUARE TOP OF GRATE ELEV. ON PLAN ARE NOTES: 1. AUTOMATIC FIRE SPRINKLER SYSTEMS SHALL BE INSTALLED ON ALL STRUCTURES. 2. ALL NEW CONDOMINIUM UNITS SHALL BE ADDRESSED ON LAS FLORES DRIVE. 3. A MONUMENT SIGN SHALL BE PROVIDED AT DRIVEWAY ENTRANCE INDICATING UNITS SERVED BY THE DRIVEWAY. 4. CHECK VALVE DETECTOR ASSEMBLY SHALL HAVE "FEBCO 876N" OR EQUAL "N" VALVES. REGARDING TI-IE DRIVEWAY OFF OF JEFFERSON STREET: 5. THE DRIVEWAY SHALL BE POSTED AS A FIRE LANE. \ \ ' SEE PLAN FOR SIZE SANITARY WYE CONCRETE DRAIN BOX SHALL SUPPORT H20 LOADING IN TRAFFIC AREAS 6. THE EXISTING DRIVEWAY ACCESS GA TE SHALL BE REPLACED. · THE NEW GA TE SHALL BE SET BACK FROM TI~E PUBLIC RIGHT OF WAY A MINIMUM OF 12 FEET. THE CLEAR OPENING OF THE GA TE SHALL BE A MINIMUM OF 12 FEET. THE GA TE SHALL BE EQUIPPED WITH A FIRE DEPARTMENT APPROVED OPTICOM OPENING DEVICE AND A KNOX OVERRIDE SWITCH. \ \ ' FLOW 45"-1/8 BEND FLOW '----FL PER PLAN AREA DRAIN (PRIVATE) N.T.a NOTE:. TIE ALL ROOF, SLAB, LANDSCAPING AND OTHER DRAINS INTO PROPOSED PRIVATE TRUNK STORM DRAIN SYSTEM. FOR LANDSCAPING DRAINS & EXTERIOR WALLS SEE APPROVED LANDSCAPE PLAN & THIS PLAN. SQUARE TOP OF GRATE ELEV. ON PLAN SLOPE 2' OR LESS ~==7lp::i=m::ir::d--='=°TO~D-::-R:---Al--:N COVER 12"MIN SEE PLAN FOR SIZE FLOW FLOW *NOTE: FOR DRAINS UNDER GARAGE FLOOR SLAB, POUR TRENCH CONCRETE AS PART OF SLAB CONCRETE. PRECAST CONCRETE DRAIN BOX (SHALL SUPPORT H20 LOADING IN TRAFFIC AREAS) BEDDING AND BACKALL AREA DAAINS-GAAAGE R.OOR AREA DRAIN SHALLOW NSTALI.ATION {PRIVATE) N.T.S. AEh.EDIAL GRADING IN ACCORD WI TH THE SOILS REPORT Tl TI.ED: "GEO TECHNICAL INVESTIGATION AND FOUNDATION RECOMMENDATIONS FOR PROPOSED MULTI-FAMILY DEVELOPMENT, LOCATED AT 1100 LAS FLORES DRIVE, CITY OF CARLSBAD, CALIFORNIA~ A MINIMUM REQUIRED REMOVALS SHOULD EXTEND THROUGH FILL PROFILES, ANTICIPATED TO BE APPROXIMATELY 3 FEET DEEP AND TO A MINIMUM DISTANCE OF 5 FEET OUTSIDE THE FOOTPRINT OF THE PROPOSED STRUCTURE. NOTES: 1. *SEE SOILS REPORT AND STRUCTURAL PLANS FOR SLAB ON GRADE m1CKNESSES . 2. ALL WALLS SHALL BE DESIGNED AND CONSTRUCTED AS PART OF BUILDING PERMIT. SEE STRUCTURAL PLANS FOR WALL DESIGN AND DETAILS INCLUDING PIPE PENETRATIONS. SEE ALSO ARHITECTURAL PLANS. 3. ALL STORM DRAINS NOT LABELED ARE 6" AT 1 ii MINIMUM. 4. WHERE SURFACE GRADE ELEVATIONS ARE NOT SHOWN, SLOPE TO DRAIN AT 1% MIN. IN PAVED AREAS AND 2il MIN. IN LANDSCAPED AREAS TO NEW CATCH BASINS. PROVIDE WHERE POSSIBLE 0.3' MIN. SUMP AT CATCH BASINS 5. SEE ARCHllECT'S PLAN FOR GARAGE CLEARANCE ENTRANCE SIGN. 6. CONFIRM PAD ELEVATIONS BEFORE CONSTRUCTION Wlm SOILS ENGINEER AND STRUCTURAL ENGINEER. HIGH POINT ELEV = 70.74 HIGH POINT STA = 0+17.86 P\/1 STA = 0+21.50 P\/1 ELEV = 70. 97 I \ I ,-.1 \ \ • \ 1'>• \\ N.T.S. \ 1tl~lN1JsEMENT r,F.'l~\~,J~;> . '~~r~~~~~~ \ \ \ \ 1 PfRiyyAL MAP . '\~ \ • ~1 \ \\ \ ~ I . \ '1(~ ~ i I I ' \ 1\ PRqP. 6' MASONRY WALL~ SE1:E3ASK i I --·-l ·t,/::iir'~ \ ,PROP. F.G_. ___ ~ (0 \~ I \ \ \ .,, f~ PEDE TA \ \ • rt/1 DRWI\ [P f <,0.0:, \ \ \ Ej;" 1Wt1./Afff7Ji!Jl/~Tu , : ~ txE;.l;[ P£ . \ \. \ E dlf,J-~oiNf/Jl R o/.\-~-,;"'tof--..i~,___..-'(\~\'<s. PLAN-TIN,, \ U7 RAIN IN E ' SECTION A-A N.T.S. -.. '< \ \ '1. \ 'EXlfiT. 18'."R.CP \ fi:ER1, DWG 146-8 \ -c: •t,, SEE ENCROACHMEl'JT PERMIT NO. 11-02-6RP-9373 I . \ . I . \ 5,.D.G.& £., · V~UL T ~ \ \ NO PARKING FIRE LANE VEHICLES IN VIOLATION WILL BE CITED OR TOWED AWAY \ • ·-c, -u r· t L,"ght ,. - • \ -ei_ -O\_i ' -c(_{; f:_2,:!C;::~•,,,, ETs°-rl!i~~ SIGHT I\ " <e r-b ,:-=. ,~,, _-_---s_tteet Light 15 , ' .. •.·'.,'.' ' ' 0 ,-RrGR ' 68 :::~~~;=::t~:t;l:::~----160' ----LQc-, •. • -'\ ,. " ox .-Tr·a·ffi·c .. · f\a 'i. a: ,.,u, t<;:-; , ' \ c. -?,;-_ . ;\.. C' A/Jo .-1, ~7. -•J. <'. CMC 17.04.020 ' \ . ·,. ' EX(S T. \J6 "RCP , P[R Dfl(G 367-5 -• \ \ \ \ \ \ ' i' ' Street Ligt,. ' ' • • • i-----------t-TF~x,.;·1 ,,S" s~:~:::;:2~'Ar:.T+2 ..,~t-· 7i---J4::f::::L-+~~im-t1-t~lf.....l:(;FS::;:,9=_0.:::_: __ =" ------=~c-fl-!?c:'i'-;;' l (~2MJi-r=~+sl--\G-t.A~ FL~~~~-£~-,~;+00 \ FIRE LANE SIGN ~ l_ ~ ,n E DWG 3671/l-133' -1·-~------+-~-V'l-i_-E_Px_E_·R=8-~-w~_· _3_6_; __ A ~-"E_•:==-·+"' ___ 2_:t_o_o-=--=---,!i,-84' -~-• ' '-,-~ I' Id~-'"'JF •. ,. I ··--1\ g 1i9j--F _;;;._;;;_;;;; _;;;; _;;;_;;; -~r _;;; _;;;;_:::;:_;::: _;;; _;::;;_=r=;;;,;::;;;;;;;.;;;;;;;;;;;:;=~F==;;;;;;;;;=-==.==±==;;.;..;;=;;;;;::F~=~==;;;:;;;;;;::-·. ----....--. .. • .. •-='-. THICKEN WALL TO 12· •~ --· i-: 1 i-lof01a" Pl8nning an4 f"81neen~ ~----i..--.,.....,~~ \ Vl ,315J-Lio~~A\JE! "'\ '\ (/) • ~ 'Ca<lsbaJ., CA 'laotO ;\S Of A,\)C.US T '-7, 30'.)1, I HE:RE& V .• \ .. 'r:=~-~r---..L_------~L__ _____________ LL-:rC..::... __ _: "-.::::,, c1'°)6?J..'/tco// A&Sllfv1Ell-ESrol'l~161.EcHAJ.GE Fol{ : -; l ' "' . ,. treet Lt. / O[SIGl-4 CH A~ (,fl, ro THI'!> OJA""' . ;.' ·°'/ ___ -,,-STOPPING SIG~ _!,---r -(' .. FOR PUBLIC IMPROVEME~TS SEE DRAWING 412-5 / -~ \\ ~ \ 1 1 n,e Hydr□nt-.___/ p.6_·~~ TO BE NAMED CONDOMINIUMS 1100 LAS FLORES DRIVE UNITS 1-11 MONUMENT SIGN N.T.S. O+DO EXISTING CONCRETE CURB AND GUTTER DRIVEWAY PROFILE SCALE: HORIZONTAL 1":c20' VERTICAL 1•., 4' -1.0. 1+00 90 ,------;;;:;---===-------.-::.rirlfirr5fO/l'!l--f)RAj',._-~--~ EX. GROUND ctEANOUT PER soRso oid&ss HATCHfS PROP. 12· P. v.c. C f/?af,ii h.Z:AJ v.c. 01£/?A.OW-:;:::====,.-<7:r4\-j----;;~fr4-~7~:._1-,~ JEFFERSON ST. 0+00 --~PROP. 411• R.C.P. 1+00 STORM DRAIN FOR PROP. 6" P. V. C OU/LET---' {FOR DETrNllON} STORM DRAIN, DETENTIQN & BAFFLE BOX PROFILE SCALE: 1 =20' 12" P. V.C. ---OVERFLOW PIP6 6" P. V.C. RESTRICTOR PIPE •·: . ' • • •• .. Ii . . 62.2 59.2 SECTION C-C NTS "AS BUILT" EXP 6-.30· 0 ,-DATE a?f-Y- DATE RAILING-60' R/GHT-OF-WAY 60' RIGHT-OF-.WAY PAVED W/D77-1 VARIES K. P o. 24000 .12-31-05 f---+--+-----------+--+----+--+----lfSHml CITY OF CARLSBAD ISHEETSI L___:_j ENGINEERING DEPARTMENT 5 . 24' PAVED WIDTH MINIMUM • I WIDTH VARIES(SEE PLAN) . -I ETAINING WALL{CONSTRUCJ;ED UND'~=-111: j :TT71.U 2% BUILDl~G ~E,fMIT) • 11 l ......... ~-, ... :.•.~·-..-:· .. -~. .. .. . ........ '.•·"'.'"~:.> .. >-. C: \DWG12\CL58-Gf',DWG TYPICAL SECTION PROPOSED ON-SITE DRIVEWAY 12/12/94 40' PAVED WIDTH 5.5't: EXIST. · -[~tWALK EXIST. PAVING SIDEWALK 5, 5':!: --r-r-r.=· ......................... :.:•:•:•:•:•:•.:.:.:,:.:.: ... : .. :.:•:•:•:•::..................... . . == = ' I .:;:·.f' :··:·•::•:•:•'.·'.•:•:•:•~·: ................ _......... . ......... ::.-.. :::.:.:•:•:•:·:•'.·::::::::::•:•:•::-. f_;··: -- EXIST. CONC) CB. & GUT. (TYP. TYPICAL SECTION LAS FLORES DRIVE (EXISTING) XIST. CONG) C/3. & GUT. (TYP. 5.5't: C!VU. o, PREPARED BY: PIRO ENG/NEERING 930 BOARDWALK, SUITE "On S8-N. MARCOS, CA. 92069 (ffi) 744 -~700 ~ t. ~ 8"&/oy GARY K. PIRO, R.C.E. 24000 t----;~-+------------------;---+--1----+---I GRADING PLANS FOR: FARBER ~ONDOMINIUM PROJECT 1100 LAS FLORES DR., CARI.SBAD, CA 92008 gp-sht3.Ish Z:\Sdsk\proJ\2864\dwg\2864-10-16-02.dwJ 9/1/2004 9:39:32. All PST w.o. 2864 1· ' llllllhl~.l_lfllldl._ _l __ . -~--- l ' ' l • I j .i I ' J I ,, -1 l j l ·l ' I ' ' ' I '' ·l l " •l i i l ! -t . ·i 1 ' ' . ;i. : l l , ' j ' • ' j ( i •.·'. ,/,. ' i10~~70{] I:,- ·~. ~ ~ ~ .i::i.,, IJI ~ N I ~ Ill EROSION CONTROL NOTES 1 •. IN CASE EMERGENCY WORK /$ REQU/RED,CONTACT (760) 783-JJJJ CURT FARBER AT 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL 7/MES DURING THE RAINY SEASON. ALL NECESSARY MAT£RIALS SHALL BE STOCKPILED ON SIT£ AT CONVE:NIENT LOCATION$ TO FAG/LITA T£ RAPID CONSTRUCTION OF T£MPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVE:D OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORES£EN CIRCUMSTANCES WHICH MAY ARISE. 6, THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAU710NS TO PREVE:NT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WAT£RS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CON7ROL MEASURES PROVIDED PER THE APPROVE:D GRADING PLAN SHALL BE INCORPORA JED HEREON. 8. GRADED AREAS AROUND THE PROJECT PER/MEIER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT 71-IE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROJECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE: (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVE:D AFT£R EACH RAINFALL 10. ALL GRAVE:L BAGS SHALL BE BURLAP TYPE Wl7H 3/4 INCH MINIMUM AGGREGRAT£. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPE:S FAIL TO PROVIDE EFFEC71\/£ COVE:RAGE OF GRADED SLOPES (90% COVE:RAGE) PRIOR TO NOVE:MBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE Wl7H S£CTION 35.023 OF 71-IE EROSION AND SEDIMENT CON7ROL HANDBOOK OF 71-IE DEPARTMENT OF CONSERVATION, STAT£ OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND T£MPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO \/£RT/CAL) OR STEEPER WHEN 71-IEY ARE: a. 7HREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 'M-IEN ANY OF 71-IE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPRO\IEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) Wl7J-IIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY 71-IE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO 1HE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER · 1HAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE Wl7H 7HE FOLLOWING CR/T£RIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATER/NG FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVE:NTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. . 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGA JED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAIN THE MOISTURE L£\IEL OF THE SOIL AT THE OPTIMUM LEVE:L FOR 1HE GROW7J-/ OF 71-IE HYDROSEEDED GROW7H. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE: OF AL YSSUM (CARPE:T or SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA . g. ITEMS c,d,a, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS 'M-IERE 1HE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC S7REET OR RESIDEN71AL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED Wl7H A NITROGEN FIXING BACTERIA AND APPLIED DRY £/THER BY DRILLING OR BROADCASTING BEFORE HYDROSE£DING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO 71-IE JOBS/TE IN UNOPENED CONTAINERS WJ7H THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULnJRE: CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT 1/-IE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT 71-IE RAT£ OF NO LE$$ THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY 8£ SUBS71TUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIB£R MAJER/AL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-2D-O, Wl7H 15% SULPHUR APPLIED AT THE RAT£ OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANT£D BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER 71-IAN 6: 1 b. HARROWING AREAS 6:1 OR FLATT£R THAT ARE SUFFICIEN7LY FRIABLE. c. RIPPING AREAS 71-IAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING 71-IE SOILS $0 THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING 71-IE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROW7H. E. HYDROS£EDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROW7H UNTIL THE PROJECT IS PERMANEN7LY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL 1H£ PROJECT IS COMPLETED AND ALL BONDS RELEASED. O; \.PWG12\a.sa-£P.DWG 1 50'MIN. PUBLIC RIGHT- OF-WAY 12" MIN. 2• MINUS ROCK...___ PROFILE EXISTING GROUND JO'M/N. T STEEL SHAKER PLA TES\RUMBLE RACKS------ FENCE/BARRIER TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE 20' MIN RADIUS PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY STABILIZED CONSTRUCTION ENTRANCE PER CALIFORNIA STORMWATER BMP DWG. TC-1 WIRE OR N)tON BOUND BALES PLACED ON THE CONTOUR 5"':::::::::::--2 RE-BARS,STEEL PICKETS,OR = 2"X 2• STAKES 1 1/2' TO 2' IN GROUND ANCHORING D£TAIL DRAINAGE AREA LESS THAN I ACRE • STRAW BALE DIKE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT IN TO THE TRENCH. ~ . 2 STAPLE WIRE FENCING TO THE POSTS. 4. BACKFllL AND COMPACT THE EXCAVATED SOIL . FIL 1ER FABRIC Q~ c!ll.~.,.. SILT FENCE FILL SLOPE 9 IN. MIN. 2 FT EAR THEN RIDGE UNLINED SWALE & BERM ' I, WIRE SCREEN GRA \fl FILTER OVERFLOW ·-· ·-·· ......... . , ................... . .......................... ............................ ..... ... . .. ;_·nillm RUNOFF WA1ER WITH SEDIMENT SEDIMENT ,, 4 FIL 1ERED WA 1ER DROP INLET WITH GRATE ~ CONCR£TE BLOCK -------- I BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLET WITH GRATE COMPACTED SOIL TO PREVENT PIPING 2X6 STRUT($) RUNOFF WATER WITH SEDIMENT STAKED SJRAW BALE 2X6 SJRUT(S) FIL1ERED WATER SJRAW BALES STAKED WITH TWO STAKES PER BALE END AND SIDE OVERLAP AT CORNERS. - FLOW 2X6 STRUT($) REQUIRED WHEN · N01ED ON PLANS HAY BALE SILT BARRIER GRAVEL BAGS OVERLAP ONTO CURB RUNOFF GAP, BETl'.£EN BAGS. ACT$ AS SP/lLWA Y J FT (0.9 M) MIN. THREE LA YER$ OF GRAVEL BAGS WI TH ENDS OVERLAPPED · GRAVEL BAGS 24• 18" LOG CIIECK DAM 'I .;I .1.1 _ ~· f1~■11m~1 , Li~ . ' j,I .-. , I A POINTS A SHOULD BE HIGHER THAN POINT B HAY BALE CHECK DAM 6 IN (15 CM) 24 IN (61 CM) j '"'"""'~ I FLOW ~4 IN (61 CMj 0 ~ (B) L=DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION ~~-4-,B I I ~t~ I~ GRAVEL CHECK DAM .;J .;I .;I I .;I ~ .;I "----FfaER ROLLS.;i--~ .;I .;I .;I VfRTICAL SPACING MEASUR£D ALONG THE FACE OF T/1£ SLOP[ VAR/CS B[TWf£N Jr"-"'1!__-/NSTAll A FIBCR ROIL NEAR 7.87' AND 19,68' .;I . SLOPE WHERE IT TRANSITIONS INTO A STEEPER ON£ FIB£R ROLL 0.66' MIN 0.75" X 0.75" WOOD STAKCS 3.94' MAX SPACING FIBER ROLLS PREPARED BY: PIRO ENGINEERING 930 BOARDWALK, SUITE "D" SAN MARCOS, CA. 92069 (6+9) 744-3700 700 24000 LEGEND DESCRIPTION SYMBOL QTY GRAVEL BAG BERM (2 BAGS HIGH) -=:c=coc=ooo 300 EACH . EROSION CONTROL BLANKETS 111111111111111 3,330 SF FIBER ROLLS· -F/1--PR--FJI-390 LF . SILT FENCE --565 LF STABILIZED CONSTRUCTION ENTRANCE .~ 1,350 SF STRAW BALE DIKE ---0 UNLINED SWALE & BERM 0 . D-75 LINED SWALE =:>=:> 0 BLOCK-SCREEN-GRAVEL SILT BASIN a 0 HAY' BALE SILT BARRIER :§ 0 LIMITS Of CLEARING & GRADING 0 . PUNCHED STRAW W \JI \/I \JI 0 LOG CHECK DAM + 0 HU!IUII) HAY BALE CHECK DAM --,~. 0 GRAVEL CHECK DAM ~1t6 0 RIPRAP d 0 . STORM DRAIN INLET PROTECTION "AS BUILT" EXP. 6-SO·o9. REVIEWED BY: IN~1'~ DATE fsHEE1l CITY OF CARLSBAD 1----+-+--+----+------------+---+---.,i--,---+--~ ENGINEERING DEPARTMENT >---+-+--+-----+------------+---+----+t-----+-----1 EROSION CONTROL PLAN FOR: FARBER CONDOMINIUM PROJECT 11Q() LAS FLORES DR., CARLSBAD, CA 920~ APPROVED d ~ .LLQYD B. HUBBS · 1---+-----t----~-------f---f---t---+----t 46&g£(2 ~.£'#'~ ?/;<,Id-/ CITY ENGIN6 PE 1723889 EXP. 12 31 05 DATE DA TE INITIAL NGINEER Of WORK DA TE INITIAL DA TE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: PIRO ENG CHKD BY: ,; vP RVWD BY: J L.R PROJECT NO. CT 02-13 gp-sht4.lsh Z:\Sdek\proJ\2864\dw1\2864-l0~16-02.dwJ 8/23/2004 2:54:38 PII PDT DRAWING, NO. 41 z:...5A Jf.O, /i/./J64 ' ' j. i ·i i I I I. i I 111111111 ) ) . I ! I I : ! ' ! ' ' ' 11 ' ' ' 11 I ,' ,_ ' Ii , ,, ' 1,, ' ' ,! !1 " I! II /. · II • • • • 7 , C. \DI\G1:z\CLS8-GP.D'MI \ \ "' \ <fl \ EX. 2• ~ SERVICE • •• • • • • \ . .. : ~ \ . . . : . \ ' . \ • • • __.:'. \ .. • .\:. . • •• • El: I L I . . .. DI ' WY. T,0' .,Nill TURBEI,,,-.,~ <:,; (I...: \; b ~ EX. SLOPE TO REMAIN NDISTURBED • • • • • • EXCEPT F8~!!_N~EW~ __ jJ0,"__,.\~<fl~--i7 PLANTING' --1 ; ~ EXIST. 18"RCP PER DWG 146-8 ~ ·. \ SO G,t [. VAULT--- EXIST. 36"RCP PER DWG 367-5 • 0 • • • Street Ugh • • ·. • • , \ • • • • •• • •• • •• • I .. • • • • • • • • I - l + I • •• ~ ~-• • ' i \ Fire rant • • • • • • • • • • • • .. • • • • • • • • • • . - • 7 • _.,., • • . • • • • •• • •• • • • • • . • • • • • • • •• • .. • • • • • • . . . • • • • • • • • • • • W EX. 8" A WATER PER DWG 367--5 -- / 2+00 ". 'AJ n *NOTE: _ _ __ tl! lll'lllliUWI■ 1 _i_'j __ ,I . ' 0 ~ \ Al ~ \) ~ ~ -\ I.J\ V) 0 C. ~ CALTRANS WATER POLLUTION CONTROL MEASURES FOR CALTRANS PROPERTY REQUIRED FOR WATER POLLUTION CONTROL PERMIT UNDER ENCROACHMENT PERMIT NO. 11-02-6RP-0373. ' CALTRANS WATER POUUTION CONTROI; _ CONSTRUCTION NOTES: 1. ESTABLISH STABILIZED CONSTRUCTION ENTRANCE 2. INSTALL FIBER ROLLS AROUND PERIMETER OF CONSTRUCTION AREA • 3. CREATE EARlH DIKES AT TOPS OF SLOPES TO PROTECT SLOPES FROM RUNOFF • 4. INSTALL ROCK BERMS AROUND DRAINAGE INLETS. 5. INSTALL EROSION CONTROL BLANKETS ON FINISH GRADED SLOPES. CALTRANS WATER POLLUTION CONTROL LEGEND m ' CD40(2) STORM DRAIN INLET PROTECTION SS-7 EROSION CONTROL BLANKETS 111111111111111 SS-5 SOIL BINDER 1· . ·. · .. · · l ... SS-9 EARlH DIKES )))))))))))))) SC-5 FIBER ROLLS -FB--F• SC-6 GRAVEL BAG BERM (2 BAGS HIGH) 0000 SC-1 SILT FENCE TC-1 STABILILZED CONSTRUCTION ENTRANCE ~ CONFI PAD ELEVATION B~ORE CONSTRUCTION "'" s ._, """"" "" \'ru,w_ """'"'· lHE FOLLOWING BEST MANAGEMENT PRACTICES SHALL ALSO BE COMPLIED WllH: SS-2 PRESERVATION OF EXISTING VEGETATION SS-9 EARTH DIKES/DRAINAGE SWALES &: LINED DITCHES SC-7 STREET SWEEPING AND VACUUMING WM-1 MATERIAL DELIVERY AND STORAGE WM-2 MATERIAL USE . - 3+00 s I ll J n , DAlE INl11Al ENGINEER OF WORK PIRO ENGINEERING SC-9 STRAW BALE BARRIER WE-1 WIND EROSION CONTROL NS-1 WATER CONSERVATION PRACTICES NS-3 PAVING AND GRINDING OPERATIONS NS-8 VEHICLE AND EQUIPMENT CLEANING NS-9 VEHICLE AND EQUIPMENT FUELING NS-10 VEHICLE AND EQUIPMENT MAINTENANCE STANDARDS REFER TO CALTRANS STORM WATER QUALITY HANDBOOKS CONSTRUCTION CONTRACTOR'S GUIDE AND SPECIFICATIONS (CU~RENT EDITION). 93D BOARD~ALK SUITE "D" ' * . --SAN MARCOS, CA. 92069 (M9J 744-3700 ~~ CJvU.Z! 71;, ora,i;_,,. - GARY~-:1:tot • p ;:E. B/io/o~ • 24000 , - /1\ DA1E INl11Al DA1E INl11Al REVISION DESCRIPTION O1HER APPROVAL CITY APPROVAL WM-3 STOCKPILE MANAGEMENT . . WM-4 SPILL PREVENTION ANDI CONTROL WM-5 SOLID WASTE MANAGEMENT . WM-8 CONCRETE WASTE MANGEMENT .. WM-9 SANITARY/SQ'TIC WASTE MANAGEMENT • "AS BUILT" /2~~ . '1-1$:01 (i,,.-i(, EXP f;• .32:c::S DATB -. Raro(~ -· ·r&1tor INSPEC OB DATB I SH;ET I CITY OF CARLSBAD I SH~TS I ENGINEERING DEPARTMEN'l' . EROSION CONTROL PLAN FOR: - FARBER CONDOMINIUM PROJECT 1100 LAS FLORES DR., CARlSBAD, CA 92008 APPROVED <f Y . LLOYD B. HUBBS &-~g-~~4', ~ay .. 't' CITY ENGINf"° -PE ---'89 EXPIRES 12/31 /05 DA-TE - OWN BY: PIRO ENG PROJECT NO. DRAWINO NO. CHKD BY: c,ve CT 02-13 . 412-5A RVWD BY: JbB gp-sht5.lsh Z:\Sdok\proJ'\286,\dwc\286*-10-lCl-02.d:,rl 9/1/200~ B:20:59 All PST w.o. 2861 ·, i ~ • i ~ VI 0 ,,. ...., VI ~ N I 01 > ' I :i ! I I )