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HomeMy WebLinkAboutDWG 448-9A; MS 05-31; DONALD RESIDENTIAL CONDOMINIUMS; 01-07GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTE:R 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1, 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 WAIVE ANY PORTION OF IHE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OIHfR AOOITIONAL DOCUMENTS LISTE:O HEREON AS IHEY MAY PERTAIN TO IHJS PROJECT. IHE ENGINEER IN RESPONSIBLE CHARGE SHALL REVIS£ IHESE PLANS 'MIEN NON-CONFORMANCE IS 0/SCOVERE:O. J. CITY APPROVAL OF PLANS DOES NOT Ra/EVE IHE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR IHE CORRECTION OF fRRORS ANO OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPll Y SUBMITTE:O TO IHE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM IHE CITY ENGINEER 1',!LL BE REQUIRED FOR ANY WORK IN IHE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT1F1CA TE: OF INSURANCE MUST BE FILED NAMING IHE CITY OF CARLSBAD AS AN AOOITIONAL INSURED ON IHE PERMITTEE'S POLJCY IN IHE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. IHE INSURANCE COMPANY WRITING IHE POLJCY MUST HAVE A RATING OF "A" AND A SIZE CATEGORY OF a.ASS V AS ESTABUSHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS fXEMPTE:O BY SECTION J01.{b)5 OF IHE UNIFORM BUILDING CODE, RETAINING WALLS OUTS/OE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PfRMITS FROM IHE BU/LO/NG DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM IHE CITY AND OIHER APPROPRIATE: AGENCIES. 7. APPROVAL OF IHESE PLANS BY IHE CITY ENGINEER OOES NOT AUIHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL IHE PROPERTY OWNfR'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS 1',!LL BE MADE TO IHESE PLANS 'MIHOUT IHE WRITTEN APPROVAL OF IHE CITY ENGINEER, NOTE:D 'MIHIN IHE REVISION BLOCK, ON IHE APPROPRIATE: SHEET OF IHE PLANS AND IHE Tlllf SHEET. 9. ORIGINAL ORAl',!NGS SHALL BECOME IHE PROPERTY OF IHE CITY UPON BEING SIGNED BY IHE CITY ENGINEER. 10. IHE ORIGINAL ORAl',!NG SHALL BE REVISED TO REFLECT AS-BUILT CONOIT10NS BY IHE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE: OF IHE WRK BY IHE CITY. _,,, 11. ACCESS FOR FIRE AND OIHfR EMERGENCY VEHICLES SHALL BE MAINTAINED TO IHE PROJECT SITE: AT ALL TIMES DURING CONSTRUCTION. 12. 'MIER[ TRENCHES ARE 'MIHIN CITY EASEMENTS. A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL 8.E SUBMITTE:O BY A PROFESSIONAL ENGINEER OF IHE STA TE: OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN IHE FlaO OF APPLIED SOILS MECHANICS. IHE SOILS REPORT l',!LL BE SUBMITTED TO IHE CITY ENGINEERING INSPECTOR 'MIHIN TW WRKING DAYS OF IHE COMPLETION OF FIELD TE:STS. 1J. A SOILS COMPACTION REPORT AND COMPLIANCE VERIF1CA TION REGARDING ADHERENCE TO RECOMMENOA TIONS OUll/NED IN IHE SOILS REPORT IS REQUIRED PRIOR TO IHE ISSUANCE OF A BUILOING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER IHE DIRECTION OF A PROFESSIONAL ENGINEfR OF IHE STA TE: OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN IHE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FU11JRE FILL AREAS SHALL BE CONSTRUCTE:D IN ACCORDANCE 'MTH THE CITY OF CARLSBAD STANOARO SPECIF/CATIONS ANO THE "EARTHWORK SPECIF1CA TIONS' ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS l',!LL BE SUBMITTE:D TO THE PROJECT INSPECTOR. 14. A PR(CONSTRUCDON MEEDNG SHAil BE HEID AT 11-IE SITE PRIOR TO 11-IE RFGINNING OF I\ORK AND SHAil Rf ATTENQfQ BY All REPRfSfNTAD\lfS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TE:STING AND ALL OTHfR ASPFCTS OF 11-IE KQRK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST F1VE(S) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. IHE CONTRACTOR 1',!LL IHEN BE CONTACTE:O BY IHE PROJECT INSPECTOR TO COORDINATE: A DA TE: AND TIME FOR IHE PRECONSTRUCTION MEETING. APPROVED ORA 1',!NGS MUST BE AVAILABLE PRIOR TO SCHEDULING. IHE GRADING PERMIT l',!LL BE PROVIDED BY IHE PROJECT INSPECTOR AT IHE MEETING. IS. ALL INSPfCDON REOl,JfSTS O11-IER D-/AN FOR PRECONSTRI/CDON MEETING WI BE MADf BY CAil iNG 11-IE ENG/NfER/NG 24 HOVR /NSPfCDQN RfO/JfST /INF AT f760l NB-3891, INSPECDON REQUEST MUST BE RECEl\lfQ PRIOR TO 2; OQ P,M, ON IHE OA Y BEFORE IHE INSPECTION IS NEEDED. INSPECTIONS l',!LL BE MADE IHE NEXT WRK DAY UNLESS YOU REQUEST OIHERl',!SE. REQUESTS MADE AFTER 2: 00 P.M. 1',!LL BE SCHEDULED FOR TW FULL WORK DAYS LATER. 16. IHE OWNER AND/OR APPLICANT IHROUGH IHE DEVELOPfR AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INC/..UDING SHORING, AND SHALL BE SOI.ELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAW.SAND REGULATIONS. 17. IHE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO IHE CITY ENGINEER AND/OR CONCERNED AGENCY SHOY,7NG IHE DESIGN OF SHORING, BRACING SLOPING OR OIHER PROVISIONS TO BE MADE OF WORKER PROTE:CTION FROM IHE HAZARD OF CAVING GROUND DURING IHE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING IHE PIPE INSTALLATION IHEREIN. IHIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY IHE CITY ENGINEfR AND/OR CONCfRNED AGENCY PRIOR TO EXCAVATION. IF 11-IE PLAN VARIES FROM IHE SHORING SYSTEM STANDARDS ESTABLISHED BY IHE CONSTRUCTION SAFETY ORDERS, TIil£ 8 CALIFORNIA ADMINISTRATIVE CODE. IHE PLAN SHALL BE PREPARED BY A R[GISTERFD ENGINE£R AT IH[ CONTRACTORS £XP£NS[. A COPY OF IHE OSHA EXCAVATION PERMIT MUST BE SUBMITTE:D TO IHE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PfRMIT HAS BEEN OBTAINED FROM IHE CITY OF CARLSBAD. SUBMIT APPUCA TION FOR BLASTING PERMIT ~L IN ADVANCE OF IHE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARf DISCOVERED l',!IH/N ANY WRK AREA DURING CONSTRUCTION, OPfRA TIONS l',!LL CEASE IMMEDIA TfL Y, ANO IHE PERMITTE:E l',!LL NOTIFY IHE CITY ENGINEER. OPERATIONS l',!LL NOT RESTART UNTIL IHE PERMITTEE HAS RECEIVED WRITTE:N AUIHORITY FROM IHE CITY ENGINEER TO DO SO. 20. ALL OPfRA TIONS CONDUCTE:D ON IHE SITE: OR ADJACENT IHERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPAR11JRE OR OPERATION OF TRUCKS. EARIHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OIHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITE:O TO IHE PERIOD BETWEEN 7: 00 A.M. ANO SUNSET EACH OA Y, MONDAY IHRU FRIDAY ANO NO EARIHMOVING OR GRADING OPfRA TIONS SHALL BE CONDUCTE:D ON WEEKENDS OR HOLIOA YS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT IHE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY IHE CONTRACTOR TO IHE CITY ENGINEfR FOR APPROVAL TW FULL WRKING OA'rS PRIOR TO BEGINNING OF l\l2B!S- 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE: MATERIAL SHALL BE DEPOSITE:D AT, A SITE: APPROVED BY IHE CITY ENGINEER. 11-IE CONTRACTOR SHALL ~ RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TH£ HAUL ROUTE:S OR ADJACENT STREETS AS A RESULT OF IHE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY 'MIHIN IHE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTE:D ON IHE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN IHE PONDING OF WATER IS NOT PERMITTED. ALL EARIHEN SWAL£S AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. IHESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROi.. PLANS. EROSION CONTROi.. SHALL BE AS SHOWN AND AS APPROVED BY IHE CITY ENGINEER OR AS DIRECTE:D 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 OIHER 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 'MIHIN TE:N (10) DAYS OF IHE TIME 'MIEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON IHE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY IHE CITY OF CARLSBAD LANDSCAPE MANUAL, IHE LANDSCAPING PLANS FOR IHIS PROJECT, DRAl',!NG NO. 448-9L ANO/OR AS 0/RECTE:D BY IHE CITY ENGINEER OR PLANNING DIRECTOR. \ \ 29. IHE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORD/NA TE: IHE WORK OF IHESE GRADING PLANS 'MTH THAT SHOWN ON BOTH IHE LANDSCAPE AND IRRIGATION PLANS AND IHE IMPROVEMENT PLANS AS REQUIRED FOR IHIS WORK IN ACCORDANCE 'MIH IHE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE 'MIH A MINIMUM D-LOAD OF 1,J50. FOR PRIVATE: STORM DRAIN PIPES, UP TO 15' PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS IHAN IS FEET AND BACKFILLED 'MTH J/4' ROCK PER SDRSO S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR JS SOLID WALL PIPE. JI. 'MIER£ AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF IHE GRADING OPERATION, IT SHALL BE REMOVED 'MIHJN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED l',!IH PROPERLY COMPACTE:O SOILS. IN OIHER AREAS IHE PIPE l',!LL BE PLUGGED 'MTH CONCRETE: OR REMOVED AS APPROVED BY IHE Cl TY ENGINEfR. J2. IHE CONTRACTOR SHALL VERIFY IHE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) 'MIHIN IHE PROJECT SITE: SUFF1CIENll Y AHEAD OF GRADING TO PERMIT IHE REVISION OF IHE GRADING PLANS IF IT IS FOUND IHAT IHE AC11JAL LOCATIONS ARE IN CONFLJCT 'MTH IHE PROPOSED WORK. JJ. IHE CONTRACTOR SHALL NOTIFY AFTECTE:D UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WRKJNG DAYS PRIOR TO STARTING GRADING NEAR IHEIR FACILITIES AND SHALL COORDINATE: IHE WORK 'MTH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4/JJ SOG&E '(8o0)660-7J4J PAC/F1C BELL (800)892-012.3 ADELPHIA CABLE COMMUN/CATIONS J76~438-7741 COX COMMUN/CATIONS 760 806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) 760 434-2980 'CITY OF CARLSBAO(SEWER, WATER & REa.AIMED WATER) 760 438-2722 'SAN DIEGUITO WATER DISTRICT (760)8JJ-2650 'LEUCADIA WASTE:WA TER DISTRICT (760)7SJ-0155 "IALLEC/TOS WATER DISTRICT (760)744-0460 '0/..IVENHAIN WATER DISTRICT (760)7SJ-6466 'BUENA SANITATION DISTRICT (760)726-IJ40 •AS APPROPRIATE: J4, PERMIT COMPLIANCE REQUIREMENTS: A. FOR TROLLED GRADING -IHE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROi.. IHE WRK IN PROGRESS {15.16.120A.8} CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -IHE FOI..LOl',!NG REPORTS MUST BE SUBMITTE:D TO IHE CITY ENGINEER VIA IHE PROJECT INSPECTOR {IS. 16.120A. IOJ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE:. ALL fROS/ON CONTROi.., SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE l'i!TH CITY CODE AND IHE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEER/NG DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM IHE SOILS ENGINEER, 'Ml/CH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES. A STATEMENT AS TO IHE EXPANSIVE QUALITY OF IHE SOIL, ANO SUMMARIES OF FIELD AND LABORATORY TE:STS. IHE REPORT SHALL ALSO INCLUDE A STATEMENT BY IHE SOILS ENGINEER IHAT IHE GRADING WAS DONE IN ACCORDANCE l'i!TH IHE REQUIREMENTS AND RECOMMENDATIONS OUlllNED IN IHE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS IHERETO. (4) REPORT l'i!TH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY IHE CITY. JS. UNLESS A GRADING PERMIT FOR IHIS PROJECT IS ISSUED 'MIHIN ONE (I) 'r£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. J6 IHE SOILS REPORT TillED UPDATE PRalMINARY GEOTECHNJCAL INVESTIGATION, • 2497 OCEA!f STREET, CARLSBAD, SAN DIEGO COUNTY. CALIFORNIA, FOR R & M ENTERPRISES. 2442J 'Ml/TAKER WAY. MURRIETA. CALIFORNIA, 92562-7521 PREPARED BY GEOSOILS. INC. OA TE:D ,11,)Nf 27 ,20.Qd_, SHALL BE CONSIDfRED AS A PART OF IHIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE 'MTH THE RECOMMENDATIONS AND SPECIF1CA TIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY OE:a.ARE THAT J AM IHE ENGINEER OF WORK FOR IHIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER IHE DESIGN OF IHE PROJECT AS DEFINED IN SECTION 670J OF IHE BUSINESS AND PROFESSIONS CODE, AND IHAT IHE DESIGN IS CONSISTE:NT 'MTH CURRENT STANDARDS. I UNDERSTAND THAT IHE CHECK OF PROJECT DRAl',!NGS AND SPECIF1CA TIONS BY IHE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: LIN TVEDT. McCOLL & ASSOC/A TE:S ADDRESS: 2810 CAMINO DEL RIO S. SUITE: 200 CITY, STATE:: SAN 01£00 CA TE:LEPHONE: 619 294-4440 BY: PA TRICIA McCOLL R.C.E. NO.:~J=68=7~J ___________ _ REGISTRATION EXP/RATION DA TE:: 6-J0-2008 5-30-Cfl SO11..':l ENGINEER'S CERTIFICATE /, OA,vll) I), Sl(,t\..'\ ~Ei'KES~--i,,:ic. Gfl)So\\J. r,, ... , A REGISTE:RED CIVIL ENGINEER OF THE STATE: OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SO/LS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STIJOY OF THE SOIL CONDJ110NS PREVALENT ~THIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF J"tA.,. f Z. 7 , 2D~ AND M4rl-e/f 1-1 , 20.2.1_. 1WO COPIES OF THE SOILS REPORT COMPILED FROM THIS STIJDY, ~TH MY RECOMMENDATIONS, HAS BEEN SUBMITTE:O TO THE OFFICE OF THE CITY ENGINE FES ~,. -. M SIGNED: ~w; ~Qw. s~~ • Q~ <<.< P.E. NO.: --~tf_7~t,_<;~1 _______ _ No. RCE 47857 EKp.~J.!iel C,vl\,. CAL DATE:: MAy , ._, t oo""1 LICENSE EXP/RATION DA TE: ----''~=,./..co_.7'----- OWNER'S CERTIFICATE I &.WE: ) HEREBY CERTIFY Tl-IA T A REGISTERED SOILS ENGINEER OR GE OGIST HAS BEEN OR mLL BE: RETAINED TO SUPERVISE OVER-ALL GRADING AlJCTl)"l"f AND. ADV/$£ ON TH7MPACTION AND STABILITY OF THIS SITE. £/.) ·. ! L//wr,;;;C l,6>\.fi < /7.,\jo? ~ NAME DATE SHEETS 4 & 7 CONC OWY com: □W'I" .. ~ 11 1, .. .. . \j \ \ /Jt WORK TO BE DONE IHE GRADING WORK SHALL CONSIST OF IHE CONSTRUCTION OF ALL CUTS AND FIUS. REMEDIAL GRADING, DRAINAGE FACILJTIES, fROS/ON CONTROi.. FACILJTI£S, ANO PLANTING OF PfRMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS. AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON IHIS SET OF PLANS AND IHE CITY STANDARDS. SPECIF1CA TIONS, REQUIREMENT$, RESOLUTIONS AND ORDINANCES CITE:D ON IHESE PLANS. IHE GRADING WRK SHALL BE PERFORMED IN ACCORDANCE l'i!TH THE FOI..LOWING DOCUMENT$, CURRENT AT IHE TIME OF CONSTRUCTION, AS 0/RECTE:D BY IHE CITY ENG/NEfR. I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. IHIS SET OF PLANS 4. CITY OF CARLSBAD PC/CC RESOLUTION NO{S)J1756176,PL77 !,pll/lDATED 10-18-06 5. IHE STANDARD SPECIF1CAT10NS FOR PUBLIC liORKS 00/fc:,TRUCnofl (~EEN BOOK). 6. SOILS REPORT AND RECOMMENOA TIONS BY GEOSOILS. INC. OA TE:O JJN£ 27, 2006, 7. IHE ZOOJ SAN DIEGO REGIONAL STANDARD ORA 1',!NGS AND AS MAY BE MODIF1ED BY IHE CITY OF CARLSBAD STANDARDS. 8. g1i:rrNIA ~i'f/'L COMMISSION DEVELOPMENT PfRMIT CONDITIONS DHlECI< ~:L-----------J-tt------t-----;::=:!----f---Jrtt-+-tt--___J EX-BUILDING INDEX MAP SCALE: 1"=40' 9. ENVIRONMENTAL APPROVAL DOCUMENTS OA TEI) EXEMPT 10. STORM WATER POI..LµTION PREVENTION PLAN cs·"'~,e;;;P)'°""PR""EP=AR"'Ei"'O...,B""Y'=.-:=-~N=O~T~AP~PLJ~CA~Bl.=£~ OATED _______ \IDJD NO. ______ _ CONSTRUCTION PRIORITY: MEDIUM NOTES: I. TAX ASSESSOR'S NUMBER: 20J-021-08-00 2. LEGAL ACCESS: OCEAN STREET J. EXISTING ZONING: R-J MUL Tl-FAMILY BEACH AREA OVERLAY 'MTH RESIDENTIAL SING/..£ FAMILY DWELLING UNIT 4, GENERAL PLAN DESIGNATION: RMH (RESIDENTIAL MEDIUM-HIGH) 5. PROPOSED ZONING & LANO USE: R-J MUL T1-FAMIL Y BEACH AREA OVERLAY LOCAL COASTAL DEVELOPMENT 'MIH TW RESIDENTIAL CONDOMINIUM UNITS 6. WA TE:R SUPPLY: CARLSBAD MUNICIPAL WATER DISTRICT 7. FIRE PROTECTION: 8. SCHOOi.. DISTRICT 9. SEWER: CARLSBAD FIRE PROTE:CTION DISTRICT CARLSBAD UNIFIED SCHOOi.. DISTRICT Cl TY OF CARLSBAD Of-BUll.lltNt; 10. TOTAL AREA: 0.2J AC. = 10,065 SF -'MIHIN LOT 6 PER MAP 1782 0.20 AC. = 8922 SF -BETWEEN LOT 6 AND MEAN 11. SOURCE OF TOPOGRAPHY: 12. AVERAGE DAILY TRAFF1C HIGH TIDE LINE AS OF MAY 22, 2006 SAN-LO AERIAL SURVEYS DA TED: SEPT. 17, 200J FJELD SURVEY BY LINTVEDT, McCOLL AND ASSOC. OA TED: SEPT. 16 & 2J, 200J, OCT. 15, 200J, JAN. 12, 2004 AND MAY 22, 2006. I SINGLE FAMILY DWELLING= 10 ADT (EXISTING) 2 CONDO UNITS=8 ADT/l)NIT x 2 UNITS = 16 ADT (PROP) I- ll ~ f---'2=-=0c..' .:=B.:.UcclLD"-'l'--'NG=---=Sc=E""TBccA-'--"C""K-+-~~~2~0c.,.'~~~--i v, _j ULTIMATE LOCATION ;;,;; a'. Of CURB W [li! 5' 7.5' o a: ~ I.0.D 5_5, ~ 5' VC 5' VC 1-"'---l ~~~b"t~ 5' VC FUlURE GARAGE FF TRENCH DRAIN @ LOW POINT TYPICAL STREET AND DRIVEWAY SECTION OWNERS: PETER AND MARY KAY DONALD 3505 ROCKRIDGE RD. CARLSBAD, CA. 92009 TEL. (760)434-4512 BENCH MARK 0£SCR/PT10N: BM-OC 155 A 3• SAN DIEGO COUNTY DISC IN TOP OF CONCRETE: SIGNAL BAS£ ~AL REMOVE_Q] LOCA TION:500 FEET NORIH OF COAST HIGHWAY 101 INTERSECTION 'MlH RAIL ROAD. RECORDED:=RO=S.__,_,17=2~71~-------~=~--- ELEVA TION: 20.04' __ OA 11JM:=NG=Vl)=2=9'---- LEGAL DESCRIPTION: THAT PORTION OF LOT SIX OF GRANVILLE PARK IN IHE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE: OF CALFORNIA, ACCORDING TO MAP IHEREOF NO. 1782, FILED IN . IHE OFFICE OF IHE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 21, 1924, LYING NORIHWESTE:RLY OF A LINE DRAWN PARALLEL 'MTH AND SEVENTY-FOUR ANO FIFTY-SEVEN HUNOREDIHS FEET SOUIHEASTE:RL Y OF IHE DIVIDING LINE BETWEEN LOT SIX AND FIVE OF SAID GRANVILLE PARK. ALSO THAT LAND, IF ANY, LYING WESTE:RL Y OF IHE WESTERLY LINE OF SAID GRANVILLE PARK, SOUIHEASTERLY OF IHE SOUIHERWESTE:RL Y EXTENSION OF IHE NORTHWESTERLY LINE OF SAID LOT SIX; NORIHWESTE:RL Y OF A LINE IHA T BEARS SOUTH 57'29' WEST FROM IHE MOST EASTERLY CORNER OF SAID LOT SIX AND NORIHEAST OF IHE MEAN HIGH TIDE LINE OF IHE PACIF1C OCEAN. EXCEPTING FROM IHE ABOVE PROPERTY IHA T PORTION IHEREOF, IF ANY, HfRETOFORE, OR NOW LYING BELOW IHAT MEAN HIGH TIDE LINE OF IHE PACIFIC OCEAN. SIi' CAWD ilCIPAL WATER DISTRICT ~ . {,411-/o? DAVID A. HAUSER DA PROJECT LOCATION II. STORM WATER MANAGEMENT PLAN (S~P) PREPARED BY IINMQT, McCQIL AND ,'-SSOC. OA TE:D MARCH 2, 2007 12. IHE CALIFORNIA STORM WATER WAUTY ASSOSCIATION {CASQUAt_STOR/.1 WATER BEST MANAGEMENT PRACT1~ CONSTRUCTION HANDBOOK ANIJ STA TE: vr CALJFORN/~1 DEPT. OF TRANSPORTATION, CON::,TRUCTION SITE: BEST MANAGEMENT PRACTICES (BMPJ MANUAi,. IHIS PROJECT IS LOCA TE:D 'MIHIN ASSESSORS PARCEL NUMBER(S) 20J-021-08-00 LEGEND IHE CALIFORNIA COORDINATE: INDEX OF IHIS PROJECT IS: N 2004594 6427 f=62~2=2=95=7=.30=2=8~-----DESCRIPTION DWG.NO. SYMBOL QUANTITY EARTHWORK QUANTITIES CUT: 40 CY F1LL: 40 CY IMPORT: 0 CY EXPORT: 1900' CY REMEDIAL: 675 CY BUILDING EXCAVATION: 1900 CY EARTHWRK QUANTITIES SHOWN JS FOR BONDING PURPOSES ONLY. SHEET INDEX TIil£, LEGEND & NOTE:S DETAILS----~====== I EXISTING TOPOGRAPHIC MAP 2 GRADING PLANS----===== J RETAINING WALL PROFILES AND SECTIONS 4 EROSION CONTROi.. NOTE:S AND DETAILS -5 EROSION CONTROi.. PLANS ABBREVIATIONS BACK FLOW PREVENTOR BFP 6 7 BOTTOM OF WALL O GROUND BW / GRD BUILDING CORNER BC CONCRETE: CONC DRIVEWAY DWY aECTRICAL BOX £BOX aECTRIC HANDHOI..E EHH EXISTING EX / EXIST FINISH FLOOR FF FIRE HYDRANT F/-1 FLOl\l/NE FL FINISH SURFACE FS GAS MARKOUT GMO IRREVOCABLE OFFER OF DEOICA TION /OD INVERT ELEVATION IE LANDING LOG MAIL BOX MB POWER POLE PP PROPOSED PROP SEWER CLEAN OUT SCO SEWER MANHOLE SMH STREET LIGHT HANDHOI..E SLHH TELECOMUNICATIONS PEDESTAL TCOM PED TELEPHONE PEDESTAL TPED TOP OF CURB TC TOP OF GRATE: TG TOP OF WALL TW WATER GATE VALVE ~V WATER METER 'MJ ·~~ ~ ~ Ro•· CITY: VISTA CITY or PACIFIC ,,,.·,· .. ,,., .... ~ --t I OCUN \t ', L: -t J ~ --CITY or ENCINITAS -. J_, PROPERTY LINE RIGHT-OF-WAY CENTERLINE EXIST. SPOT aEVA TION EXIST. TOP AND BOTTOM OF WALL ELEVATION EXIST. CONTOUR EXIST. TREE EXIST. WALL 6' CURB ANO GUTTER DRIVEWAY 4 • SEWER LATERAL 1• WATE:R LATE:RAL AND 1• WATER METE:R 4• PVC STORM DRAIN PIPE 6' PVC STORM DRAIN PIP£ 8' PVC STORM DRAIN PIPE PLANTE:R DRAIN STORM DRAIN CATCH BASIN STORM DRAIN CLEANOUT TRENCH DRAIN SIDEWALK UNDfRDRAIN DIRECTION OF FLOW G-2 G-15, G-14 S-IJ W-1, W-15 RETAINING WALL PER $£PARA TE: PERMIT TRENCH RESURFACING G-25 STORAGE TANK ANO PUMP S'rSTE:M 40.45)[ 40.20TW 38.208W '\. ~ ~ I ® ~-~ --o-- -'---0--- ---0--- iiiiillillililill I - 75 LF 270 SF 2 EA. 2 EA. 180 LF 75 I.F . 145 LF II £A 6 EA 7 EA 60 LF I EA 1750 Sf' 115 LF I EA REQUIRED TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP MAINTENANCE HEET NO. MAINTENANCE AGREEMENT FREQUENCY ' 3 TIMES/YR OR PER DOWNSPOUT FILTER MP-52 PVT ve,~ CC&R'S 2 AND 4 MANUFAC11JRER TRENCH DRAIN FILTER MP-52 PVT I.Ji~ .. CC&R'S 2 ANlf 4, 3 TIMES/ 111 OR PER MANUFAC11JRER , CONSTRUCTION PRIORITY: MEDIUM P.li\Nti!NG DEPARTMENT APPROVAL ~ . :'AS ?J!l" ,'x!.,n ;,;~) DATE:G/12./o-, =N[,ltl1J/i!YJfl/ b-/~·O<j LJoAINGU.J PIANIIIN~ RC£ 3(,372 EXP, b-7-Q/D DATE J-k.sz fu~i'b DATE:6 /!t./o'T 1-R_E_V_IE_'vl_E_o -a-v,-----------1 RECOMMENDED BY: 6-RE 6r F, 'sh t/2.. (l ? l. <2 I (PRINT NAIii) J~CTOR( J DATE l----------------+---+--+------11 SH1EET. I CITY OF CARLSBAD ISHE7ETSI :=::::::::;::::'...::::=E::N;:::G::::JN:::::E::E:::R:::IN:::::G::::::::DE::P::::A::::R::T:::ME::N::::T==~==::: ,___...,.. __ _,_ ______________ --+ __ _,__-+---+---< GRADING PLANS FOR: DONALD RESIDENTIAL CONDOMINIUMS APPROVED /) / 4'/ DAVID A. H1US,ER _____ _J~~~-1:! ·~==----(114 ~ 7 1-----+--+-----~----------+--+---+--+-----1 DEPUTY CITY ENGINEER PE330&I EXPIRES 6/JQ/08 'DATE ,-.._.,......_~..,_----------------+---i---+---+---< OWN BY: __ _ 0A1£ INITIAL ,__□_AT_E~_IN_m_AL_,__□_A1£_~1N_m_AL-I CHKD BY:~ PROJECT NO. DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 6/30/08 ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CHY APPROVAL RVWD BY:~ MS 05-31 DRAWING NO. 448-9A .. -, ' -.... , ... , ' ,~·~~j:~:-- \ 070607 REMOVABLE CAP WYE PVC DRAIN FLOW I.E. PER PLANS 12" DIA. PRECAST CONCRETE ROUND SUMP BOX WllH CAST IRON LID MARKED "STORM DRAIN OR "SEWER" AS APPLICABLE. MATCH ADJACENT FINISHED GRADE PVC RISER, SIZE SAME AS DOWNSTREAM PIPE 45' BEND NOTES: 1. BACKFILL TO TOP OF BEND WllH J/4 " CRUSHED ROCK. 2. LID AND CONCRETE SUMP BOX SHALL BE TRAFFIC RA TED. J. LID SHALL BE LOCKING. @~~.~DRAIN CLEAN-OUT 1 2:JI MIN. SLOPE TO DRAIN, TYP. ~~u0N~ fi'?E.0~~ ,~Tf~LACK) ij • DIA. PVC RISER {LENGTH AS REQUIRED) FINISH GRADE SINGLE OR DOUBLE ENTRY, PVC CATCH BASIN AS REQ D. (NOS SPEE-D-BASINS) 4• DIA. RIGID DRAIN LINE (MIN) PLANTER DRAIN NOT TO SCALE TOP OF GRATE PER PLAN FINISH GRADE • CAST IN PLACE CONCRETE P. V.C. RISER 6" DIA 45• BENDS OR _ _.,- WYE CONNECTION GALVANIZED STEEL TRAFFIC FRAME & GRATE -PAVED AREAS CAST IRON PARKWAY FRAME & GRATE- NON-PAVED AREAS INSTALL FLO-GARD PLUS CATCH BASIN FILTER INSERT IN PA \,[D AREAS AS INDICATED ON GRADING PLANS • • • PRECAST CATCH BASIN, SEE PLANS FOR SIZE ...--CUT PIPE FLUSH WllH CONCRETE BASE • NOTES: 1. TOP OF GRATE ~ GUTTER FLO'M.INE IN PARKING AREAS. 2. PROVIDE A 5' GUTTER UP TRANSITION IN PARKING AREAS. J. FOR GRATINGS LOCATED IN lHE SURFACE Of ANY PEDESTRIAN WAYS AT PAlH OF TRAVEL, GRID/OPENINGS IN GRATINGS SHALL BE LIMITED TO 1 /2" MAX. IN lHE DIRECTION Of TRAFFIC FLOW. I.E. PER PLAN @~E~ CONCRETE CATCH BASIN NOTES: FLEXIBLE PIPE COUPLINGS 14' REINFORCEO CONCRETE COLUMN OR WALL OPTIONAL MOUNTING BRACKETS 1. FLO-GARD DOWNSPOUT FILTER IS AVAILABLE TO FIT MOST INDUSTRY-STANDARD DOWNSPOUTS (SEE MANUFACTURER'S SPECIFICATIONS). 2. FILTER INSERT SHALL HAVE ADEQUATE BYPASS CAPACITY TO ALLOW DOWNSPOUT TO FLOW UNIMPEDED AT ALL TIMES. J. FILTER ASSEMBLY SHALL BE CONSTRUCTED FROM STAINLESS STEEL (TYPE 304). 4. FILTER MEDIUM SHALL BE ZEOUTE INSTALLED. FILTER SHALL BE INSPECTED J TIMES PER YEAR, CLEANED J TIMES PER YEAR AND REPLACED ONCE PER YEAR IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. ® !~~SPOUT FILTER DATE INlllAL ENGINEER OF WORK ~~ POLYMER CONCRETE TRENCH DRAIN CONCRETE _. 4 r·. ·j ~ TRENCH DRAIN FILTER INSTALLED 4• <1 FOR GRATINGS LOCATED IN lHE SURFACE OF ANY PEDESTRIAN WAYS AT PAlH OF TRAVEL, GRID/OPENINGS IN GRATINGS SHALL BE LIMITED TO 1 /2" MAX. IN THE DIRECTION OF TRAFFIC FLOW. SEE BELOW FOR FILTER INSERT DETAIL STEEL GRATE ., . 4 ., 4 ' 4 .q ~ FLUSH WITH ADJACENT PAVEMENT (TYP. BOTH SIDES) IE ON PLAN NOTES: NOTE: THIS DETAIL IS BASED ON A PRECAST TRENCH DRAIN MANUFACTURED BY ACO DRAIN, MODEL KS 100. OTHER MANUFACTURERS WITH EQUAL TRENCH DRAINS ARE ACCEPTABLE. 1. STORAGE CAPACITY REFLECTS MAXIMUM SOLIDS COLLECTION PRIOR TO IMPEDING FILTERING BYPASS. 2. FLO-GARl!l' TRENCH DRAIN FILTER INSERTS ARE AVAILABLE IN lHE STANDARD SIZES OR IN CUSTOM SIZES. CALL FOR DETAILS ON CUSTOM SIZE INSERTS. J. FLO-GAR!JI FILTER INSERTS SHALL BE INSPECTED J TIMES PER YEAR, CLEANED J TIMES PER YEAR AND REPLACED ONCE PER YEAR IN ACCORDANCE WITI-1 MANUFACTURER RECOMMENDATIONS. REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY DOWNSPOUT FILTER ~-?, EACH TRENCH DRAIN FILTER 60 L.F. 11 AS BUIL T 11 ~d&L~-tr:-oq RCE ib1313 EXP. ~-20/0 DATE REVJE\,'ED BY• /] 7 l Q..J j-l7-otJ . CTOIV DATE I SH2ET I CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT DETAILS FOR: DONALD RESIDENTIAL CONDOMINIUMS APPROVED f)J ,ti..___ DAVID A"tJ,~S: DEPUTY CITY ENGINEER PEJJO&t EXPIRES 6/JQ/08 DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY:~ MS 05-31 448-9A REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL RVWD BY: • l 070607 5.9BW• ST AIRS' __Jp~;;;; 28.14 BOTTOM STEP 10.79TW 10.79TW 1Q.76TW ....., _j d ·3: (I) DETAIL "A" SCALE 1"= 10' *SEE NOTE*11.28TW 11.27TW FOR EXIST. STEPS, SEE DETAIL •c• BELOW 11.17TW 1.12' EXISTING ----...!. (PRE-COASTAL ACT) FIELD STONE & CONCRETE SEAWALL EXIST FIELDSTONE GARDEN: WALL 17.83TW EXIST (PRE- COASTAL ACT) FIELDSTONE & CONCRETE SEAWALL 11.05TW 10.99TW 10.88TW 1.12' 10.88TW 10.92TW 10.99TW 11.06TW 1.24' 11.04TW 17.41TW 15.36BW 0 ~ 19.6 v, 15.3 19.59TW 18.20TW 18.44TW 15.528W DETAIL "B" SCALE 1"= 10' 17.5 FOR EXIST. STEPS, SEE DETAIL •o• BELOW 15.968W 16.88TW 6.78 TOP STEP OP STEP e; 1-18.1 ,-... v, e; ~ TOP STEP "'a. I-// ~~NV, 1// :£~ ~ DETAIL "C" SCALE 1"= 10' EXIST FIELDSTONE TOP STEP GARDEN WALL 21.69 20.00 21.69 TOP 5' PA \tc:D WALK EXIST FIELDSTONE1 TOP STEP GARDEN WALL _1;,.9;.,.5'-,.,;,.,.., T STEP DIRT "EXIST STEPS ~ 18.77 TOP STEP 17.82 TOP STEP 17.66 ~~'------ @ DETAIL "D" SCALE 1"= 10' X ~-; )( o'.l-,~ ~~ '),~ / ()~ ~<:, () "'·"' X X X X z <( t,J '),> z w :::J )( (.) l'58 <i}j '),~ 9-, l=N <:,(f) ~ o-"' o::> .i].-;,,, fj-,,~ X / N. X X X X X (.) X \ <:, 'i:>-. <. G: ~:2~ (.) :I~~ <( '),> a.. )( ~~ '),~ / 1-'.J. ()~ o> \:0 ~<:, :, i,,:l / X X X X :, X TOPOGRAPHIC SURVEY 2497 I t I OF OCEAN STREET D LO II~ .,; ,,, flOS 82 ll I 3: 3: ' ~ 3: I-u 40 04 CONC DWY Wall Wall l D '>--l...:Ll~Juio1NG D CONC/ WY, 8' .MA RET INING ' AL LEGEND: BACK FLOW PREVENTOR BOTTOM OF WALL@ GROUND BUILDING CORNER ELECTRIC HANDHOLE FINISH FLOOR FIRE HYDRANT FLOW LINE LANDING GAS MARKOUT MAIL BOX PO'M:R POLE SEWER CLEAN OUT SEWER MANHOLE STREET LIGHT HANDHOLE TELECOMUNICATIONS PEDESTAL TELEPHONE PEDESTAL TOP OF CURB TOP OF WALL WATER GATE VALVE WATER METER CENTER LINE ELECTRIC LINE GAS LINE PROPERTY LINE RIGHT OF WAY LINE SE'M:R LINE TELEPHONE LINE WATER LINE BFP aw/ GRD BC EHH FF FH FL LDG GMO MB pp sco SMH @ Sll,H TCOM PED TPED TC TW WGV WM --s;-- --r·-- :, s ONE WALL r1'1?Jt;;J~'Y'nrl'Y:vrtH:.!~--cw Jg;f---A 3: I I-D D X O THWESTERL Y LINE OF LOT 6 AND IN OF MEAN HIGH TIDE LINE N JULY 1923 PER GRANTVILLE A K , MAP N\t 17820 .o ,,.'J. ,,."' ~ X 19 /=3,• X \ X X SEE DET All "8" I I "' I X \ I ,Ml ~m..,q. I SEE D~.AIL ·o· I FOR"El<IST. STEP•ssrit-K~ '.). "5 X \ :, r-' 0--............_ flOS 123413 WOOD DECK EX-DECK u, EX-BU LDING 3: 4( 49 ~ 20 > 3: ..:.t 40 26 3: \ 20 D E .,=..r..--J ~~~1;::::--°'- 0 1------r.X-BUJlOING--- 0 0 EX-UILDNG 0 0 20 40 60 ----, SCALE 1 • = 20' *NOTE: THE BOTTOM OF WALL ELEVATION SHOWN IS APPROXIMATE. AT THE TIME THE ELEVATION WAS OBTAINED, A HOLE DUG BY OTHERS, TO EXPOSE THE BOTTOM OF WALL WAS FILLED WITH WATER AND THE BOTTOM OF THE WALL WAS NOT VISIBLE. REVIE\v'ED BY• G 1, <10 ' CT□RU 'i • ll• o'} DATE 1----+---+------------t---t----t--t----i I SH3EET I CITY OF CARLSBAD I SHE7ETS I ::=:::::::=.:::::=E:::'N:::'G::::IN:::E:::E'::R'::'IN:::'G:::::::::D':'EP::A::::R::::T::::ME:::'N::'::T===-'==:::::::::; 1-----l--+----------------t-----i---i---;-----i EXISTING TOPOGRAPHIC MAP FOR: DONALD RESIDENTIAL CONDOMINIUMS 1-----l--+----------------t-----i---i---;-----i APPROVED ()J,;j_ DAVID A¢t;~ DEPUTY CITY ENGINEER PE 33081 EXPIRES 6/30/08 A TE OWN BY: ~..--, PROJECT NO. I DRAWING NO. CHKD BY: f1iJ RVWO BY:~ MS 05-31 448-9A DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTI-lER APPROVAL Gin' APPROVAL '. 070607 z <( w u 0 u LL u <( Q_ ,.... I "1 I ~ i<, 0 ,.., I') I MEAN HIGH TIDE LINE (ELEV. +2.3 NGVD 29) DEMOLITION NOTES: IJ] REMOVE BUILDING & STAIRS @) REMOVE WALL (I] REMOVE 2 FAN PALMS, (8" DIA. TRUNK) G) ABANDON EXIST WATER LATERAL AND CAP AT MAIN. @) REMOVE & RECONSTRUCT CURB AND GUTTER III REMOVE AND RELOCATE ELECTRICAL BOX AS NECESSARY Ill REMOVE SEWER CLEANOUT [fil REMOVE EXIST. WATER METER @) REMOVE & RELOCATE STREET LIGHT HANDHOLE 3' MIN. FROM DRIVEWAY FLARE, BY OTHERS. [Qj REMOVE EXIST SEWER LATERAL ----- N5,53'32"E 120. 1' SOUTHWESTERLY LINE OF LOT 6 ------- ANO LINE OF MEAN HIGH TIDE LINE ON JULY 1923 PER GRANTVILLE PARK, MAP NO. 1782 OFFER TO DEDICATE FOR PUBLIC ACCESS AND RECREATION EASEMENT 57'5 '32"E 118.50' CONSTRUCTION NOTES: CD PRECAST CATCH BASIN PER DETAIL EE) @ CLEANOUT PER DETAIL EB @ ROOF DRAIN, SEE ARCHITECTURAL PLAN. © TRENCH DRAIN PER DETAIL EB @ PLANTER DRAIN @ @ SIDEWALK UNDERDRAIN PER RSD D-27 2-3" PIPES (z) 6" CURB & GUTTER PER RSO G-2 ) .5' I I s z 6 fTl i p ! t r I I I I " I ' I I NOTES: \ w ~ j~ "' "' <( ~ ,. ,-.: ,-.: (/) (/) 3 "' x fTl w § -< z Q <( :I ... ,,., "' ~ 1. SEE SHEET 5 FOR WALL PROFILES. <D ,.... ci 2. THE FIRST FLOOR AND SECOND FLOOR OF THE BUILDING WILL HAVE GRAVITY SEWER. THE BASEMENT LEVEL WILL HAVE PUMP SEWAGE SYSTEM. EX-BUILDING EX-DECK "' ... 18' 8"PVC ;:, @ 4.4% LO-r S FOR OFFSITE GRADING AND I SEE LETTER OF PERMISSION <") 0 ·\ 9 ROS oo . STONE WALL .2 I 10.5'~8"PV =.....__,..i 2 O CX) !a! '": 0 "' ,ri 24.81 4" PRESSURE LINE TO~ BASEMENT DRAIN WATER FROM LEVEL STORAGE TANK TO STR TORAGE TANK (6' DIA X 16.35' LONG) WITH PUMP INVERT ELEV=16. 2 11'-4" PVC@ 34.9% N\AP I') T "' UNIT A UNIT B l F.F.=35.45 (MAIN LEVEL) BASEMENT F.F. = 24.85 BASEMENT PAD ELEV. = 23.9 I l;?ROVEMENTS, ATED JUNE 14, 2006 CONG DWY EBOV &~ 6~8.204 @ TRENCH DRAIN 32.8' @ 0.6% UNIT A GARAGE F.F.=38.2 \ 38.15 T .33 I 6.7% I 2 % . ;coNc DWY ... "' 0 u ,,, w 0 EX-DECK 10 EX-GARAGE \ n FOR OFFSI E GRADING ANO ·\'.2,3 £, O IMPROVEM TS, SEE LETTER OF PERMIS1:,ION DATED FEBRUARY 120, 2007 WOOD DECK c_ ________ _, ' . 0 10 20 30 SCALE 1" = 10' @ »(18 IE 32.8S-I! 2 CONG DWY r4/tt,/M LM a. 't!. 1;\115i;.o vLl\"ITfc'\l.. -f\1q~A:'3 f11\<:. t ~Lu. ,. I i::-r~n"' -.J 1:cu·1(A11'[\ ~C.'•'"'" LIA:TS c t'II\S'E:" l)W-i YA'II I "-IC:-t DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlliER APPROVAL ( / ' DATE INITIAL CITY APPROVAL 40.04 "' 40.21 /JOIN XIST. ,,: f-- ;': u > w \ CONG DWY I 8' MA> I ., ,. CURB A D I R . i Cu 1 F JOIN EXIS CURB AND GUTTER 12.5' Iii 3 ~ f-- CIFIC UE ~ INTERSECTION ---t-t---S ----S f--'. (/) w ~ PACIFIC VE. ~"' z <( w u 0 w I I HAS BUIL TH 1~ Ut_cM-1~-o~ RCE 3b'81} EXP, l,-lolb DATE REVIE\,'ED BY• (1 '2 J, () I <1,11-01 CT□~ v DATE I SH4ET I I SH7S I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: DONALD RESIDENTIAL CONDOMINIUMS APPROVED ()..-1. ~/ DAVID A.~ • , ~ I 07 DEPUTY OTY ENGINEER PE 33081 EXPIRES 6/30/08 ATE OWN BY: f PROJECT NO. I DRAWING NO. CHKD BY:~ RVWD BY: MS 05-31 448-9A -~-,---" ... ~ 070607 i ~-I i : i: I 40 30 20 NOTE: 9.33' 14.67' 16" SQ CMU PILA.STER, - SEE ARCHITECTURAL PLA.NS, lYP, 14.67' 6.67' 6.67' 8.67' 14" HIGH ORNAMENTAL IRON RAILING,~ SEE ARCHITECTURAL PLA.NS, lYP. 1.33' lYP. J "' ·1 1 1:;~·111° 1111\:;:;·11111 ;~ <--42.15 TW I 11 I I I I I ~40.81TW -~I ,;4 I I I I I , / --------1r-------,---i----,------r---r--~1-t...t...t...t...•t•~·tf=::3599~.41771TWrw:~-=jcc======~=-=,t_t=7..1-~==~-~:::::4ft=c-==:_==----=-::::::=---=--·--- 1 / _\--/ I I EXIST. GRADE - ON ADJACENT PROPERlY ALONG THE NORTH PROPERlY LINE. 36.12 I/ - -\ \ 7 / I 36. 79 TF I TW ,----'-'--+--36. 12 TF\ I/ I ~-<-35.45 TF 1 \IL. P~ NTER WALL V PE LANDSCAPE PLANS ,......_..___,_ 3· .11 TF \ r r---' -33.44 TF '--PROPOSED I GRADE @ NORTH PROPERlY LINE ~-'-~~--31.43 TF 37.46 TF --------11--------~----I------J.--./-----FL,...L_,----l-.30.09--T.f'.__+-----~·--+-----+------1-------~----------f /_.¾F ,-'-29.42 TF ,..,.. -.-. TW I/ r .l---""~LIYL_.JI 2 .08 TF • I I I I I I 40 I I I I 30 I I I I 20 23.39 TW- MATCH EXIST GRADE '\ JOl!t-f:XiST WALL I -..J-26.07 TF 1 -24.06 TF .----'-23.39 TF _____.I V 22.05 TF 2-.... ~ --I I 19.37 TF 18.70 TF J @ 4'=12' 8' I--' z g~ 2 ".i Ct:: '-' ~~ 4.5' 8' 17.33' 5 @ 4'=20' 8' 8' 4' 8' 4' 12' WALL @ NORTHERLY PROPERTY LINE SCALE: HORIZ: 1"=10'; VERT: 1"=4' 16" SQ CMU PILA.STER, - SEE ARCHITECTURAL PLA.NS, lYP. 116.5' 113.5' SEE ARCHITECTURAL PLA.NS, lYP. 16' 15.33' I I 6.67' 2.67' 13.33' 14" HIGH ORNAMENTAL IRON RAILING,. ~ -1·~13=·3 ~ 3·-·1~. 12 • : 11°1111,.13;·1 ·l_,.._11.._ i'~~2~=-~~71._II_I_ II- i-.-1.33' lYP. ·- H-~I~ II~ 11~1 l~lrH-r-11~1~ II ~1..-rl II I 1--40.81 TW I -42.15 TW I --. '\ .1-----'1 '\ 1------'--1 ~-37.46 TF /~-l------tt-7 ~,-n .,,",.,_,_-+ _ __._ 36. 79 TF 1 / / -35.45 TF L I I:!: / _ 3.ft·178TFTF L ~~js:CE~fDE ON \J_ PLAN. R WALL ~ / -33.44 TF PROPERlY ALONG PER ANDSCAPE PLAN,S 1';_.77 TWNJ;/ 1/ -32.77 TF THE SOUTH I PROPERlY LINE -J1.4J TF PROPOSED GRADE @ -30. 7~ TF SOUTH PROPERlY LINE ;._,!:28:::_, 7:..::5:....TW:..:.:_ _ __;/I / / ?-29 .42T TF / ~--a-28.75 T, -28.08 TF / -27.41 TF -26.74 F / / -2,-07 Tl 24.08 TW . -24.75 TF 24.01 TF (20.6± TW / _ _,_ 22.75 TF / I -- 11"\lt.l S:: :1 . WALL [:'... '/ /_..J_20.75 TF 1\Q..l-<-fCl---,,..L--,-..l.1_;,;~-0_-03-:r.,._~ ___ -+---l---+----+---------------11-------4-----~---------- '----' 18.08 TF 3 @ 4'=12' 7.17' 5 @ 1.33'= 6.67' !';,33' 7@ 1.33' = 9.33' 38.67' WALL @ SOUTHERLY PROPERTY LINE 12' 13.33' NO WALL, FENCE AND RAILING MAY EXCEED 42" IN HEIGHT IN THE FIRST 20 FEET FROM FRONT PROPERTY LINE. SCALE: HORIZ: 1"=10'; VERT: 1"=4' LE: \E?ACAD\12295-1\295-1GRD05-WAlL PROflLES.dwg , 40 30 20 40 30 20 16" SQ CMU PILASTER, SEE ARCHITECTURAL PLANS, TYP. . DATE INITIAL ENGINEER OF WORK I I -----1---1 -----3-'-+-Ql-- 9.33' 4.2 '2· 1-z ~ PROPOSED WALL PER STRUCTURAL PLANS PROPOSED GRADE EXISTING GRADE @ ~ ADJACENT PROPERT~ 1_ SECTION A-A SCALE: HORIZ: 1"=10'; VERT: 1"=4' It PROPOSED WALL PER STRUCTURAL PLANS EXISTING GRADE @ AOJACENT PROPERTY PROPOSED GRADE 11.6' 14.67' SECTION B-B SCALE: HORIZ: 1"=10'; VERT: 1"=4' 43.82' 14" HIGH ORNAMENTAL IRON RAILING, SEE ARCHITECTURAL PLANS, TYP. PROPOSED GRADE@ BACK OF WALL FACE OF WALL -/ EXIST. GRADE @ -------- 43.82' PATIO WALL (LOOKING EAST) SCALE: HORIZ: 1"=10': VERT: 1•=4• I SH5ET I 11.05' ---...... 21.0 TF 1-z :r w d z < 14.66' 6.65' 1-z ~ d z < 10.J' 27.0 TW 15.66 TF-'----, "AS BUILT", ~ AL\~-,,4( RCE?h?J13 EXP, b-Wlt> DATE REV!Ew'ED BY• /2 11. ao <t· t]· oj ~CT□~ DATE CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT RETAINING WALL PROFILES FOR: DONALD RESIDENTIAL CONDOMINIUMS APPROVED a..; 1/4.. DAVID A. JA ~SER -' 4, 07 DEPUlY CllY ENGINEER PEJJO 8\ EXPIRES 6/30/08' 'DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL REVISION DESCRIPTION O~ER APPROVAL QTY APPROVAL CHKD BY:~ RVWO BY: ~ MS 05-31 448-9A ' I 070607 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT PETER OR MARY KAY DONALD AT 1-760-4J4-4512. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED 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 EROS/ON CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEE:OS FORTY PERCENT (40X). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90X COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF 8. c. D. E. THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPAR™ENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPEC/FICA TIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WI-IEN THEY ARE: a. THREE FEET OR MOR£ 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 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS H/GHL Y VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREA™ENT. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100!( COVERAGE. b. GREATER THAN B FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100!( COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO TH£ CITY ENGINEER. TH£ PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. 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. J !ps. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WI-IERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. I, ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPAR™ENT OF FOOD AND AGRICUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J. NON-PHYTO-TOX/C WETTING AGENTS MAY 8£ ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WI-IEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50X OF THE STRAW INTO THE SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15X SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENT/. Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SO/LS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. TH£ ADDITION OF SOIL AMENDMENTS, PH ADJUS™ENT, LEACHING OR COVERING SAL/NE SOILS TO PROVIDED VIABLE CONDITION$ FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENT!. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. NOTE: CONSTRUCTION SITE ENTRANCES SHALL BE PER CALIFORNIA STORM WATER BMP HANDBOOK, STANDARD TC-1 (www.cabmphandbooks.com), MODIFIED AS FOLLOWS: • METAL SHAKER PLATES WILL BE REQUIRED AT ALL LOCATIONS UNLESS SPECIF'ICALL Y WAIVED BY THE ENGINEERING INSPECTOR DUE TO SITE CONSTRAINTS. • THE ROCK SIZE SHALL BE 2" MINUS. • A FENCE, BARRICADE OR OTHER DEV/CE APPROVED BY THE ENGINEERING INSPECTOR SHALL BE USED TO RESTRICT CONSTRUCTION TRAFFIC TO THE CONSTRUCTION ENTRANCE. 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. ---- J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. t ~11~1 ,11 ~-1 2. STAPLE WIRE FENCING TO TH£ POSTS. ::::::.;jiz:,-4 IN (10 CM) 4. BACKFILL AND COMPACT TH£ EXCAVATED SOIL ED SILT FENCE 1----§-JC JC~--<' Jy'o/ CATCH BASIN 'f\~ H ■ 'fi H H '?\ .__________,_.. H '-<''1' ;,, i +Ii '1:'-:t X JC.1--§, "'-PLACE GRAVEL BAGS AROUND INLET .3 BAGS HIGH ®RAVEL BAGS @ CATCH BASIN CONSTRUCTION NOTES: DESCRIPTION CD STABILIZED CONSTRUCTION ENTRANCE PER MODIFIED TC-1 ® SILT FENCE PER EB @ GRAVEL BAGS (3 LAYERS lflTH ENDS OVERLAPPED) © GRAVEL BAGS 8 CATCH BASIN PER IJMITS or CLEARING & GRADING QUANTITY SYMBOL 1 EA l 386 LF . . 370 EA EB 318 EA "AS BUILT" w~cJA~,s-0'}. RCE 3b~13 EXP, b-Zo10 DATE REVIE\,IED BY• G "l) <11 [nArnCTDR {.J t------1c---+-----------+--+---+---+-----i I sH6EET I CITY OF CARLSBAD I sHE7ETS I :=:::::::::=.'::::=:::::::E:::N::::GI:::N:::EE:::R:::IN::G:::::::D::::EP::::A::::R::TM::E:::N::T==~::::::::==! 1-----+---+----------------+---+---+---+---< EROSION CONTROL PLANS FOR: DONALD RESIDENTIAL CONDOMINIUMS APPROVED /). / # DAVID A. ~A SER ~--~~:L:a.~::::::,,..----,----,-_J6 ,14, 0 7 1-----1--+----------------+--+---t---+----1 DEPUTY CITY ENGINEER PE3.30il.EXPIRES 6/.30/08 1 I ATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INl11AL DATE INl11AL CHKD BY "'" o---~--+--~----RVWD BY:. "";..... MS 05-31 448-9A OlHER APPROVAL CITY APPROVAL ~ DA TE INl11AL ENGINEER OF WORK REVISION DESCRIPTION ' 070607 u LL u <( Q_ X / X '.1 NOTE: FOR EROSION CONTROL CONSTRUCTION NOTES, SEE SHEET 6. Q• ' ' 'I-10.1 '.l- ' ~ I I I I I ' I \ I I I I I I I I ,' I' . , ;u 01 --< EX-DECK 24.81 BASEMENT LEVEL yJY ~ , EX-BUILDING FOR OFFSITE GRADING AND IMPROVEMENTS, SEE LETTER OF PERMISSION DATED JUNE 14, 2006 r 1__,0-l D p,os STONE W'L 4 CONC DWY EB '----,x!::!:,----=-_J "' 0 w 0 UNIT A UNIT B l F.F.=35.45 (MAIN LEVEL) BASEMENT F.F. = 24.85 BASEMENT PAD ELEV. = 23.9t ~--- \ 0 -r s ,__, I r, FOR OFFS! r> ·\ 2, o L, :0 IMPROVEM r>Ou OF PERMIS ,, UNIT A GARAGE F.F.=38.2 EX-GARAGE E GRADING AND TS, SEE LETTER ION DATED FEBRUARY •20, 2007 WOOD DECK EX-DECK 10 0 10 SCALE 1" = 10' \ 20 l11.3tf6• LrliH lt-t'I\~ ., YL~ '11 ~ ARtAS ~11 · w••rn~D l\l.l'I J DATE INITIAL I i" u J ( I i" u ( • r CONC DWY '"'>< / ~ r 30 , P.:!I ' .. , ~c. 11\\J" ,, DATE INITIAL ENGINEER Of" WORK REVISION DESCRIPTION OlHER APPROVAL ~ "' "' a, "1 DATE > f----u ('.) INITIAL CITY APPROVAL . I w f----H-+-.-'1--~ '"39. 9 i" u w f---- i" u CONC DWY 40.04 > (/) 3 w f---- 8' MAX RET INlf 40.21 w f---- ( EHH (/) WGV GRADING J:'\;J=+=· w-==""--'-w---- p I 'CIFIC AVE. w 3 w Ww ~ 1-- 40.683 (/) 3 40.4 3 20· w 3 I > f----u > f----u "AS ~ BUILT" ,-~lie l M)/tt~-{'i/ft RCE Jf:28:jl} EXP, l,-2.otD DATE RE~E\,/ED BY• l,i-1 ) <2 l 1·ll•Oj !!®_TOR (} DATE I SH7ET I CITY OF CARLSBAD I SH7TS I ENGINEERING DEPARTMENT EROSION CONTROL PLANS FOR: DONALD RESIDENTIAL CONDOMINIUMS APPROVED w .,/ DAVID A.~ -.:;• , 14 & DEPUTY CITY ENGINEER PE33081 EXPIRES 6/30/08 DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY:~ MS 05-31 448-9A RVWD BY: r I ! 070607