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HomeMy WebLinkAboutDWG 418-8C; CT 02-19; BRESSI RANCH PA 11 MAGNOLIA ESTATES; 01-08GRADING NOTES (IN AOO/TION TO 1HE REQUIREMENTS OF CHAPTER ,5.16 OF 1HE CARLSBAD MUNICIPAL COOE:.) GRADING NOTES (cont) 29. THE O'lrNE/?/APPLICANT SHALL INSURf THAT ALL CONTRACTORS SHALL COORDINATE THE WORK Of Tl/ESE GRADING PLANS WITH 71/AT SHO'lrN ON 80711 THE LANDSCAPE AND /RR/GA TION PLANS AND 71/E CARLSBAD TRACT NO. CT-02-19 ,. THIS PLAN SUPERSEDES ALL OTHER PLANS PRfVIOUSI. Y APPROVF:0 BY THE CITY Of CARLSBAD REGARDING GRADING SHO'lrN ON THIS SET Of PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIi£ ANY PORTION OF THE CARLSBAO MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL. CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS USTEO HEREON AS THEY MAY PERTAIN TO THIS PROJ::CT. THE [NG/NEER IN RESPONS/81.£ CHARGE SHALL REVISE THESE PLANS 'MIEN NON-CONFORMANCE IS DISCOVF:RfD. IMPROVEMENT PLANS AS REQUIRED FOR THIS l'/0/?K IN ACCO/?DANCE fl!TH THE LANDSCAPE MANUAL TIME RfQUl/?EJ.IENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCfD CONCRETE PIPE '111TH A MINIMUM 0-LOAD OF 1,J50 OR ASBESTOS CEMENT PIPE 1,171-/ A MINIMUM 0-LOAD Of 2,000. FOi? PRIVATE STORM DRAINS, P/PfS UP TO ,5• PVC MAY BE UTILIZED PROVIDED DEPTI-I IS LESS THAN 15 FfET AND BACKFILLED fllTH J/4' /?OCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD JOJ4 FOi? SDR 35 SOLID WALL PIP£. 31. 'MIERE AN EXISTING PIPE LINE IS TO BE ABANDONfD AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REJ.IOVED fllTI-IIN T\\[/ITY FfET Of BU/WING OR STREET AREAS ANO REPLACED fll711 PROPERLY COMPACTED SOILS. /N OTHEI? AREAS. THE PIPE lffLL BE PLUGGED fllTH CONCRETE OR REJ.IOVF:D AS APPROVED BY THE CITY ENGINEER. PA 11 BRESSI RANCH MAGNOLIA ESTATES LEGEND ~ ( 12 ) . PLAN NUMBER (l?~RE\'fRSE) . LOT NUMBE/? J. CITY APPROVAL OF PLANS DOES NOT REIJEI£ THE DEVF:LOPER OR ENGINEER-OF- WORK FROM RESPONSIBIUTY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMlr FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK Ill THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/f/CA TE OF INSURANCE MUST BE F/LfD NAMING THE Cl TY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY Ill THE MINIMUM AMOUNT Of 11,000,000.00 FOR EACH OCCURRENCE OF LIAB/UTY. THE INSURANCE COMPANY 'M?ITING THE POLICY MUST HA V[ A RA TING OF 'A' AND A SIZE CATEGORY OF CLASS V AS ESTABLJSHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS [X[MPTED BY SECTION 301.(b}S OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE Of PUBLIC RIGHT Of WAY REQUIRE SEPARATE PERMITS FROM THE BU/WING DEPARTl,IENT. 5. NO WORK SHALL COMMENCE UNTIL ALL PERMITS HA V[ BEEN OBTAINED FROM THE CITY AND OTHER APPROPR/A.TE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY O'lrNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADf TO Tl/ESE PLANS WITHOUT THE 'IIRITTEN APPROVAL OF THE CITY ENG/NEEi?, NOTED WITHIN THE REVISION BLOCK, ON Tf/E APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPfRTY OF Tf/E CITY UPON 8EJNG SIGNfD flY THE CJTY ENGINEER. 10. Tl-IE ORIGINAL DRAWING SHALL BE REVISED TO RfFl.£CT AS-BUILT CONDITIONS flY 71/E fNGINEf/?-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK flY THE CITY. 11. ACCESS FOi? FIR[ AND OTHEI? EJ.IERGENCY V[HICl.£S SHALL BE MA/NTA/NfD TO THE P/?OJfCT SITE AT ALL TIMES DURING CONSTRUCTION. ,2. l\'1-/ERE TRENCHES ARE WTHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A} SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C} COMPACTION CUR1£S. SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE Of CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APP/JED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR M711/N 11\0 (2) 'MJRK/NG DAYS Of 71/E COMPLETION OF Fl[U) TESTS. '3. A SOILS COMPACTION REPORT AND COMPLIANCE V[RIFICA noN REGARDING ADHERENCE TO RECOMMENDA noNS OUTLINED IN /HE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE Of A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDE/? /HE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE Of CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE 'FIEl.D Of APPLIED SO!t_S MECHANICS. ALL FILL OR FU 71JRE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE '111TH THE CITY OF CARLSBAD STANDARD SPECIF/CA nONS AND THE " EA/?THI/K!RK SPEC/FICA llONS ' A TTACH[D TO THE PREIJM/NARY SOILS INVEST/GA TION. DAILY F/El.D COMPACnON RfPORTS WILL fJE SUBMITTED TO 71/E PRO.ECT INSPECTO/?. 14. A PRfC</NSTRUCUON MffUNG SHAil BE HF1 Q AT llff SUE PRIOR ro 17-/F BfGJNN/NG OF M)RI( MU/ 51/AII Rf A UfNOFQ BY All RFPRf5fNTA U'lfS RESPONS/81.£ FOR CONSTRUCllONAfNSPECTION, SUPERVISION, TESTING AND ALL OllfFR ASPECTS OF 17-iF ,IQRK f CONTRACTOR SHALL SCHEDULE 71/E MEETING THROUGH THE PERMIT CLERK (760-4J8-J891} AT ££AST FIV[ (5) WORKING DAYS PRIOR TO STARnNG CONSTRUCnON. APPROV[D DRAl!INGS. MUST BE A VAILA8l£ PRIOR TO SCHEDULING. THE GRADING PERM/ T WILL BE PROVIDED BY THE PROJfCT INSPECTOR AT THE MEETING. 15. Al/ INsPfCUON RfQIIFSTS QTHFR THAN FOR PR[CONS7RUCUON MfFTfNG 11111 BE MADE BY CAI I/NG THE fNGINUBJNG 24 HQIIR INSPfCUQN REQUEST I /NF AT (76Q) 438-3891, INSPFCUON R[QUFSTS MUST 8E RECflvfQ PRIOR TO 2:00 PM, ON THf DAY BEFORE 71/E INSPECTION IS NEEDED. INSPEC llONS l!ILL BE MADf THE NEXT WRK DAY UNLESS YOU REQUEST 071/fRfllSE. RfQUfSTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR 11\0 (2) FULL WORK DAYS LA IE/?. ,B. THE O'lrNER AND/OR APPLICANT THROUGH THE DEVElOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, /NctUD/NG SHORING, AND SHALL BE SOI..El. Y RESPONSIBLE FOR CONFORMING TO ALL LOCAi.. STA TE AND FEDERAL SAFETY AND HEAL 711 STANDARDS, LAWS AND RfGULA TIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 670S BY SUBMITTING A DETAIL PLAN TO Tl-IE CITY ENGINEER AND/OJ? CONCERNED AGENCY SHOl!ING THE DESIGN OF SHORING, BRACING SI.OPING Off OTHER PROVISIONS TO BE MADE OF 'MJRK[/? PROTECTION FROM 71/E HAZARD OF CA I/ING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRfNCHfS Off DURING THE PIPE INSTALLATION 71-/EREJN. 711/S PLAN MUST BE PREPARED FOR ALL TRENCHES FIV[ FEET (5? OR MORE IN DfP711 AND N'PROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCA VA /ION. IF 1liE PLAN VARIES FROM THF SHOR/NG SYSTEM STANDARDS ESTABLJSHfD BY THE CONSTRUCTION SAFfTY ORDERS. n71£ 8 CALIFORNIA ADMINISTRA 711£ COO£. THE PLAN SHALL BE PREPARfD BY A REGJST[RED ENGINEER AT llff CONTRAC[QRS EXPENSE. A COPY Of THE OSHA EXCAVATION PERMIT MUST 13£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASnNG SHALL Bf PERFORMED UNTIL A VAUD BLASTING PEl?MIT HAS BEEN OBTAINED FROM THE CJTY Of CARLSBAD. SUBMIT APPL/CATION FOi? BLASTING PERMIT WEl.L IN ADVANCE OF THE SCHEDUUNG OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED fllTHIN ANY WRK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIA 1EL Y, AND THE PERMITIEE l!ILL NOTIFY THE CITY ENGINEER. OPERA /IONS WILL NOT RESTART UNT/t. THE PERMITTEE HAS RECEIVF:D 'IIRITTEN AUTf/ORITY FROM Tfif CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARIURE OR OPERATION Of TRUCKS, EA/?71/MOVING EQUIPMENT, CONSTRUCllON EQUIPMENT AND ANY OTHER ASSOC/A IED GRADING EQUIPMENT SHALL BE UMIIED TO THE PERIOD BET\\[[N 7: 00 A.M. AND SUNSf.T EACH DAY. MONDAY THRU FRIDAY AND NO EAl?Tf/MOVING OR GRADING OPERAnONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST Of CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTl,IENT COUNTER.) 21. ALL OFF SITE HAUL ROUTES SHALL Q<' SUBMlrTED RY THF CONTRACT()f> TO Tf/E CITY ENG/NEEi? FOi? N'PROVAL TWO (2) FULL WORKING DAYS PRIOR TO BEGINNING Of WORK. 22. IMPORT MATERIAL SHALL BE OBTAINfD FROM, AND WASTE MAIER/AL SHALL BE DEPOSITED Ar, A SITE APPROVED flY THE CITY ENGINEER. TH£ CONTRACTOR SHALi. BE RESPONSIBLE FOR ANY Q[BRIS QR DAMA GE OCCURRING AL ONG 1HE HA UL ROUTES OR ADJACENT STREETS AS A R[SUL T OF Tl-IE GRADING OPERA noN. 2J. BRUSH SHALL BE REMOV[O ONLY fllTHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMO\'fD UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADfD TO DRAIN. GRADING RESULTING IN THE PONDING Of 32. THE CONTRACTOR SHALL VF:RIFY THE LOCATION OF ALL EXISTING FAG/UT/ES (ABO\£ GROUND AND UNDER GROUND) 'II/THIN THE PRO.ECT SITE SUFl'ICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND /HAT THE AC71JAL LOCATIONS A/?E IN CONFLICT fllTH THE PROPOSED WORK. JJ, THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW} AT ££AST 11\0 (2) FULL 'MJRK/NG DAYS PRIOR TO STARTING GRADING NEAR 71-/EIR FAC/1..JTIES AND SHALL COORDINATE THE WRK fllTH A COMPANY REPRESENTAT/1£. UNDfRGROUND SERVICE ALE/?T 1-800-422-41JJ CITY Of CARLSBAD (STREETS & STORM DRAIN) SDG&E t-800-660-1J4J CITY Of CARLSBAD (SEWER.WA IE/? & /?ECLAIMED WATER) SBC 1-800-892-0123 ADELPHIA CABLE COMMUN/CATIONS (760) 438-7141 COX COMMUN/CATIONS (160} 806-9809 J4. PERM/ T COMPUANCE REQUIREJ.IEN TS: (760) 434-2980 (760) 438-2122 A. FOR CONTROLLED GRADING-THE APPLICANT H/RfS A CJVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIi£ TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120A.8.} CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER V,A THE PRO.ECT INSPECTOR {15.16.120A. ,Of CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING /S COMPLETE. ALL fROSION CONTROL, SI.OPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE '1111H CI/Y CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LEmR FROM CITY ENGINEER DEPARTl,IENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES l?ECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO Tf/E EXPANSIVE QUAUTY OF THE SOIi., AND SUMMARIES OF F/El.D AND LABORATORY TESTS. 71/E REPORT SHALL ALSO INCLUDE A STATEMENT flY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WllH THE RfQUIRfMENTS ANO RECOMMENDA /IONS OUTLINED IN 71/E PREl.lMINARY SOILS REPORT AND ANY SUPPLEMENTS THfRfTO. (4) REPORT Wl711 AS-BUILT GEOLOGIC PLAN, IF REQU/RfD BY THE CJTY. 35. UNLESS A GRADING PERMIT FOR THIS PROJ::CT IS ISSUED MTHIN ONE (1) ~AR AFTER THE CITY ENGINEER'S APPROVAL. Tf/ESE PLANS MAY fJE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCI-IECK FFES WILL BE REQUIRED FOR ANY SUCH RECHECK. J6. THE so,Ls REPORT TITLfD "SUPPLEJ.IENTAL GEOTECHNICAL INVESTIGATION FOi? MASS GRADING, BRESS/ RANCH. CARLSBAD, CA" PRfPARfD BY LEJGHTON AND ASSOCIATES, DATED MARCH 14, 2001. ALL GRADING SHALL BE DONE IN ACCORDANCE Wl711 THE RECOMMENDA noNS AND SPECIF/CATIONS CONTAINED IN SAID SO!t_S REPORf. 'DECLARA 00N OF RESPONSIBLE CHARGE" I HEREBY DfC/..ARE THAT I AM THE ENGINEER Of WORK FOR /HIS PRMCT, 71/A T I HA vf [X[RCISED RfSPONSIB/.£ CHARGE OV[R THE DESIGN OF THE PROJ::CT AS DEFINfD IN SECTION 6703 Of THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT fllTH CURRENT STANDA/?DS. I UNDfRSTAND THAT THE CHECK OF PRMCT DRAWINGS AND SPECIF/CA nONS BY THE CITY Of CARLSBAD IS CONFINED TO A REVIEW ONLY AND DOES NOT REUE\£ ME, AS [NG/NEEi? Of 'IK!RK, Of MY RESPONSIBLITIES FOR PROJfCT DESIGN. FIRM: ____ P_R_OJ_[_C_T_D_E_S_1G_N_C_ON_SU_L_T._AN_TS ___ _ ADDRESS: 701 B STREET. SUI TE 800 ------~--------- Cl TY, STA IE: SAN DIEGO, CALIFORNIA TELfPHONE: (519) 2J5-5471 ;\\ &M BY: GR'l&ri Y M. SHIELDS R.C.E. N0. __ 4c:2cc.9c:.5c..1 ____________ _ REGIS/RATION EXP/RA noN OA TE: OJ-Jt-05 --------- SOILS ENGINEER'S CERnACA TE I, w,a .... _ \. .OlU>'\ G, l..c...l..f." A REG/STFRED CIVIL ENGINEER OF THE STA Jc OF CALIFORNIA, PRINCIPALL'IDOING BUSINESS IN THE nao OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF 11-/E SOIL CONDITIONS PRfVALENT fllTHJtl! SIJ'c,!fS MADE BY ME OR UNDfR MY ~TION BETWEEN THE DA TES OF -=--\--20 ~O AND 6-1- 2oiii/. TWO (2) MPLEJ'c COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WlfiTTiY RECOMMENDATIONS, HAS BEEN SUBMITTED TO 71/E OFFICE OF THE CITY ENGINEfR. l 5 SHEET INDEX SHEET 1. SHEET 2 SHEET J SHEETS 4-8. \ VICINllY MAP NOT TO SCALE TITLE SHEET PROJECT SITE . KEY MAP, DETAILS, SPECIAL NOTES, LOT SUMMARY TABLE PLAN VIEW -MODEL HOMES LOTS 8-10, AND LOTS 11-1J . PLAN VIEW -LOTS 1-7 AND ,4-25 SOURCE OF TOPOGRAPHY _.cc,·""'-. TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY PHOTOGRAMMETRY 1 //4/J / / . ~·::;_<)f[S:{!:~•,)IETHODS FROM /NFORMAnON GATHERED ON MAY '1. ,998 BY SIGNfD: It/#<.-: • DATE: S/~~ ,\J~D. r~,. ', °$e,N-LD AERIAL SUR\'fYS AND FROM MASS GRADING CONTOURS PfR DWG. 110. 400-8A. WILLIAM DAVID OLSON ' ' :7nv~ <,.f' ~-'} I/.' ,,;J ::f o T!)JVGRAPHY SHO'lrN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. /?.C.E. NO.: 45283 LICENSE EXPIRATION OAJ'c: 09 JOI ,,c .!'2-'f~&i 1:J ' . ~. =-CB~SIS OF BEARING OWNERS CERnACATB c11;,. ~i~======= ~ .-:,:., ~5f/ fut: BASIS OF BfAR/NG FOR THIS SURVEY IS TH[ CALIFORNIA COORDINA Jc I (WE) HfREBY CERTIFY THAT A REGISTERED SOILS ENG/NEE/? OR GEOLOGIST HAS BEEN'?}/~ SYSJ'cM, NAO BJ, lONE 6 AND WAS ESTABLISHED BET'M:EN STATION NO. BE RETAINED TO SUPERVISE OVF:R-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND V-2002 PER R.O,S. ,4023 AND STA noN NO. SDGPS-41 ESTABLISHED BY STABIUTY Of THIS SITE. THE COUNTY OF SAN DlfGO PER SAN DIEGO COUNTY HORIZONTAL CONTROL DATE OWNER/DEVELOPER NAME: BARRA T AMERICAN INC. ADDRESS: BOOK, I.E., N88·54'05•w. /HE COMBINED SCALE FACTOR AT STATION V-2002 IS 0.999944419. GRID DISTANCE = GROUND DISTANCE X COMBINED SCALE FACTOR. ALL MfASURED DISTANCES SHOWN HEREON ARE GROUND DISTANCES. THE MAPPING ANGLE AT STATION V-2002 IS -0"32'51.881" QUOTED BEARINGS FROM RfFERENCE MAPS/DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. LEGAL DESCR/POON WA TEI? IS NOT PERMITTED.ALL [AR71/EN SWAl£S ANO DITCHES SHALL HA V[ ,:J MIN. SI.OPE: PHONE: 5950 PR/fSTt Y DRIVE, SUITE 101 CARLSBAD, CA. 92008 (760) 431-0080 25. THESE PLANS ARE SUBJfCT TO A SIGNED AND APPROVF:D SET Of EROSION CONTROC PLANS. EROSION CONTROi.. SHALL BE AS SHO'lrN ANO AS APPROVED BY 71/E CITY ENG/NEEi? OR AS DIRECTED BY THE PROJ::CT INSPECTOR. 26. ALL SI.OPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE S/TE 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 THE CITY ENGINEER. 27. ALL SI.OPES SHALL BE /RR/GA TEO, STABILllfD, PLANIED AND/OR HYDROSEEDfD fllTHIN TEN (10) DAYS Of THE TIME WHEN EACH SI.OPE IS BROUGHT TO GRADE AS SHO'lrN ON 71/E APPROVF:D GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHfD ON ALL St.OPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE: MANUAL. THE LANDSCAPING PLANS FOi? THIS PRO.E.CT, DRAWING NO. J77-JI.. ANO/OR AS DIRECIED BY THE CITY ENGINEER Off PLANNING DIRECTOR. CON7RACTOR'S NOTE NOJ'c: THE CONSTRUCTION OF UNDERGROUND FACILITIES SHALL NOT BfGIN UNTIL A LETTER HAS BEEN SUBMITTED TO 11-IE CITY ENGINEER FROM THE SOILS ENGINEER STA TING THE SETTL[MEN T mOM ROUGH GRADING IS COMPLETE. BRESSI RANCH REFERENCE DRAWINGS SEE DRA'MNG NO. 400-8 FOR BRESSI RANCH RESIDENTIAL STREET IMPRO\'fMENT PLANS. SEE DRAWING NO. 400-8A FOR MASS GRADING AND EROSION CONTROi. PLANS. SEE DRAWING NO. 400-8C FOR BRESSI RANCH RESIDENTIAL STORM DRAIN PLANS. SEE DRAWING NO. 418-8 FOR BRESSI RANCH RESIDENTIAL IMPROVEMENT PLANS. SEE DRAWING NO. 418-BA FOR BRESSI RANCH RESIDENTIAL GRADING PLANS. LOT 11 OF CARLSBAD TRACT CT 00-06 Ill THE CJTY OF CARLSBAD, COUNTY OF SAN DIEGO, STA Jc OF CAUFORNIA ACCORDING TO THE MAP THEREOF NO. twoo, FILED IN THE Off/CE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 29, 2003. PROJECT LOCA noN THIS PROJfCT IS LOCATED fl!THIN ASSESSORS PARCEL NUMBER(S) 213-120-07 THE CALIFORNIA COORDINATE INDEX OF THIS PRO.ECT IS: 1990-5252 (LOTS 1-25) SPECIAL NOTES THE FOLLOWING NOTES ARE PROVIDfD TO GIi£ DIRECnONS TO THE CONTRACTOR BY THE ENG/NEEi? OF Wl?K. Tf/E CITY ENGINEERS SIGMA 71JRE ON THESE PLANS DOES NOT CONSTl71JTE APPROVAL OF ANY OF Tl/ESE NOTES AND THE CITY l!ILL NOT 8E RESPONSIBLE FOR THEIi? ENFORCEMENT. 1. THE LOCAnON Of EXISTING UTIUTIES ARE BASED ON AVAILABLE !?ECORD INFORMATION. CONTRACTOI? SHALL VF:RIFY Tl-IE LOCATION AND El.£VATION Of ALL EXISTING FACIUTlfS (A801£GROUND AND UNDERGROUND} fl!THIN THE PROJ::CT SITE. THIS '.IVRK SHALL BE PERFORMED SUFFICIENn. Y AHEAD OF CONSTRUCTION TO PERMIT CJTY APPROVAL REVISIONS TO THE CONSTRUCTION PLANS IF AC77JAL LOCATIONS ARE FOUND TO BE IN CONFLICT MTH THE PROPOSED WRK. CONTRACTOR SHALL NOnFY ENGINEER OF WRK Of ANY CONFLICTS OR ANY OTHER UTIUTIES ENCOUNIEREO PRIOR TO PROCEEDING WI/H CONSTRUCTION. 2. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT 71/E UTILJTY LINES SHO'lrN AND ANY 071/ER LINES NOT OF RECORD OR NOT SHO'lrN ON THESE PLANS. ANY PAVEMENT Off 071/E/? [)(!STING SURFACE IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AS REQUIRED BY THE CITY OF CARLSBAD ENGINEERING DEPARTMENT. J. SAFETY PRECAUTIONS AND ADEQUATE BARRICADING TO BE IN FORCE BY THE CONTRACTOR AT ALL TIMES. NEJTHE/? THE OWNf/? NOR THE ENG/NfER OF WORK WILL ENFORCE SAFETY MEASURfS OR REGULATIONS. THE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFfTY DEVICES, INCLUDING SHORING, AND SHALL BE SOLEl Y RESPONSIBLE FOR CONFORM/NG TO ALL LOCAL. STA TE AND FEDERAL SAFETY AND HEAL TH STANDARDS, LA !'IS AND RfGULA /IONS. 4. ALL l£NGTHS AND DISTANCES FOR IMPROVEMENTS SHOWN ON THESE PLANS ARE MEASURED IN A HORIZONTAL PLANE. 5. THE DISPOSAL OF ANY ASBESTOS CEMENT PIPE SHALL BE IN COMPUANCE WITI-I ALL CURRfNT LOCAL. STA IE AND FEDfRAL REGULATIONS. 6. THE WRK TO BE DCNE SECTION ON THIS SHEET USTS THE STANDARD SPECIF/CA noNS AND DRAWINGS USED DURING THE IMPROVEJ.IENT PLAN / GRADING PLAN DESIGN. THESE PLANS HA V[ BEEN PREPARED IN ACCORDANCE '/11711 71/E CURRENT EDITIONS OF THf STANDARD SPECIF/CA /IONS ANO DRAWINGS IN EFFECT ON Tf/E DA TE OF THE SIGNA 77JRf BY THE ENGINEER OF WORK. AIR QUALITY NOTES ,. ALL GRADING SHALL BE DONE IN COMPLIANCE Wl711 SDAPCD AND CITY Of CARLSBAD STANDARDS AND REQUIREMENTS AND OUST CONTROC STANDARDS IN TlltE 24 OF THE CAUFORNIA ADMINISTRA /ION CODE. 2. WA IERING OF THE GRADING SITE SHALL TAKE PLACE BEFORE AND DURING GRAD/ND OPERATIONS TO MIN/M/Zf DUST GENERATION. A WA TEI? TRUCK SHALL BE REQU!RfD TO BE ON SITE AT ALL TIMES TO Tf/E SATISFACTION OF THE CITY ENGINEER. WORK TO BE DONE: THE GRADING 'MJRK SHALL CONSIST OF THf CONSTRUCTION OF ALL OUTS AND FILLS, DRAINAGE FACIUTIES, EROSION CONTROL FACJLITIES, AND PLANTTNG Of PERMANENT LANDSCAPING AND PREPARATION Of AS-BUii. T GRAD/Nr; PLANS. ALL AS SHOWN OR REQU/RfD ON 711/S SET Of PLANS AND 71/f CITY STANDARDS, SPECJFICAnONS, REQUIREJ.IENTS, RESOLUTTONS AND ORDINANCfS CITFD ON THESE PLANS. 71/E GRADING WORK SHALL BE PfRFORMED IN ACCORDANCE fllTH THE FOLLOWING DOCUMENTS, CURRENT AT 71/E nME Of CONSmUCTI0/1, AS DIRECTED flY 71/E CIT!' [NG/NEER. ,. CARLSBAD MUNICIPAL CODE 2. CITY Of CARLSBAD STANDA/?DS J. THIS SET Of PLANS 4. RESOLUnON NO 5462 (CT 02-,9) 5. THE STANDARD SPEC/FICA TIONS FOi? PUEJLJC WORKS CONSTRUcnoN (GREEN BOOK} 6. 71/E SOILS REPORT llTLfD "SUPPLEMENTAL GEOIECHNICAL INVEST/GA TION FOR , MASS GRADING, BRESSI RANCH, CARLSEJAD, CA" PREPARED BY LEIGHTON AND ASSOC/A TES DATED MARCH 14, 2001. 7. 71/E SAN DIEGO AREA REGIONAL STANDARD D/?AWINGS AND AS MAY BE MODIFIED flY Tl/[ 8. ENVIRONMENTAL APPROVAL DOCUMENTS DA TfO 12/15/98. • 9. THE CARLSBAD MUNICIPAL WA I[/? DISTR1crs STANDARDS AND SP[CIFICA noNS CITY Of CARLSBAD STANDARDS. DOCUM£NT NO. 169JJ2. QUANnTY FOR WATER, SEW[}? AND RECI.A/MfD WA TEI?. 10. 71/E CALIFORNIA DEPARTMENT OF TRANSPORTA nON, "MANUAL OF TRAIT/C CONTROLS FOR CONSTRUCnON AND MAINTENANCE WORK ZONEs. '1. THE CAUFORNU DEPARTl,IENT OF TRANSPORTATION STANDARD SPECIFICATIONS DOCUMENT NO. 769692. . 12. THE CAUFORNIA DEPARTl,IENT OF TRANSPORTATION STANDARD PLAN, DOCUMENT NO. 769691. 13. THE STORM WA IER POLLUTION PREVENTION PLAN (SIIPPP} PREPARED BY PDC DA IED APRIL 2004. EARTHWORK OUANTTT1ES CUT: 3750 CY FILL: 0 CY IMPORT: 0 CY EXPORT: J750 CY 27 7800 154 1 47 J,000 2J . UNIT - LF LF EA EA EA LF fA ..., - - - ® !PE 305.0! !FF J05.7 ! !GFF 30521 (® 00 o------;) CD---- ----:IT s ------ --11--11-- ~ - ' ' -ij 7,jto 7-- . PAD El.EVA TION . FINISH FLOOR filVA TION . GARAGE Fl.DOR ELEVATION . BACKF!.OW PREVENTER R[QUl/?fD (SEHER) . AIR CONDlllONING PADS SWALE (1:f MIN.} . SWALE HIGH POINT fllTH FLOW UNE El.EVA TION · EXIST. CURil INLET . EX/Sf. STORM DRAIN PIPE . EX/Sf. STORM DRAIN BOX {CLEAN OUT OR TYPE "F' INLET) . fXIST. STREET LIGHT . EX/Sf. FIRE HYDRANT . EXIST. WMER LA IERAL . EXIST. WA TEI? MAIN . EX/Sf. SEOCR LATERAL . EXIST. SEW[}? MAIN . fXIST. RECI.AIMfD WATER . TOP/TOE SI.OPE . SUBDIVISON BOUNDARY . FINISH GROUND CONTOURS (PER GRADING PLANS) . DA 'rt!GHT LINE , RfTAINING WALL TYPE PE/? PLAN (SEPARATE PERMIT RfQUIRfD) . EXIST. (PER IMP.) DRIVF:WA Y . STEP TO GARAGE . EXTRA DEPTH FDO TING FIBER ROLLS J' PVC YARD DRAIN . GRATE INLETS, 4 • NOS A TR/UM DRAIN OR APPROVED EQUAL SIDEWALK UNDERDRAIN PER 0-27 J' PVC UNDERGROUND PIPE: DISCHARGE TO GRASS-LINED DITCH (SEE DETAIL SHEET 2} GRAVEl BAGS J' PVC YARD DRAIN CLEAN OUT NQTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD DRAWINGS UNLESS OTI-IERWISE INDICATED. REMEDIAL: 0 CY NOTE: THE ABO\£ QUANTITIES ARE FOR ~ANNING DEPARTMENT APPROVAL "AS BUil T" ~ /'1r.2t.1 DATE: G/G jos (SIGNED) J:t ·-AU BONDING PURPOSf.S ONLY AND SHOULD NOT BE USf.D FOR FINAL PAY QUANTITIES. PRIVATE CONTRACT /)ori Afe.U 1 4~a i.:r+....,..+ PLANNING DIRECTOR ~~ cM-d~ DATE:a/wk RCE t!(l.'ISI EXP2-Y-/4/ (SIGNED) :~I:~:=: B;;! I} .. RECOMMENDED BY: ettrd'e.r ~ C:r~ --=r~,Li!~-::;;;~~~a:.---~ 1 /r 1~ /1 :5 (PRINT NAME) INSPECT0R ~ DATE DATE 1---1---1-------------.jf----.jf----,---lf-----l I SHE,ET I CITY OF CARLSBAD I SHEBETS I ENGINEERING DEPARTMENT PRECISE GRADING de EROSION CONTROL PLANS FOR: UNAUTI-IORIZED CHANGES & USES: The engineer prepor;ng tt-,ese plans will not Oe responsible for, or liable for, unau·,horized ch<:inges to or uses of these plans. All changes to the plans must Je in writing and must be approved by the ,:irepc~er of these plars. California Council of CivH Engineers IMPORTANT NOTIC■ Section 4216/4217 of the Government PR.omcrDF.SIGN CONSULTANTS BRESSI RANCH PLANNING AREA 11 MAGNOLIA ESTA TES (LOTS 1-25) & Land Surveyors Construction confroctor agrees •.hot ·n occordar-ce with generally occepted corst·uc~ion practices, cor,st:ucfrm cortractor Nill be -equired to ossurne rn:e llnd cw1plete respo0siblity for California Council job site conditions during tJ-,e course of constrt.ct:on :>f the project, indudlng so'ety of all persoM • • • ,:ind propedy; that ttiis requirement shc1' be mode '.o uµply (;()nlir.wusly ::md :-iol be limite<;; to of CIVIi Enganeers normal workirg hou~s, ord construction :ontractor further agrees to defend, indemni~y and hold & Land Surveyors city of Son Diego horm!ess froi:, :my arid all :iubility, 1eul ur ul!eged, 1n ;onnect:on with the perforr1ance of work on 1.hls project, except'ng iability :Jrishg frof""I the soie regligence of city of Son Diego professiof'al. Code require1 that a Dig Alert identification ~ Number be issued before a •Permit to &:cavate• will be valid. For your Dig Alert I.D. Number Call Underground Service Alert TOLL FRE■ 1-800-421-4133 Two working doys befors you dig BENCH MARK Pu.NNINo • ~ • ENo.lNEmuNo • SVRVl!Y/GPS 701 B Slree~ Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 DESCRIPTION: BRASS DISK IN CONCRfTE IN A STANDARD SURvEY 'M:LL ON CENJ'cRL/NE OF a CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DES/GNA noN NO. R1800 288+89 EC UEVATION: Jtt.4D7M.S.L. DATUM: N.G.V.D. 29 11·°'-,'l POC /2/ot,/10 POC 0815 D7 PDC. DATE INITIAL NGINEER ~ WORK , AS-BUILT '\ f?tV/5£0 lors ti-/J, SE£REPIAC£M£NT 5HT. 3 ,, , II c::; "". 1\ C>l/\'-J~E Housi; ELEU.Lo,1, 51-1,.,;, fJ, •1 'rf1 t'1• 1 DA' E INITIAL REVISION DESCRIPTION OlliER APPROVAi I/ ',//~ --'7 ~L DATE CITY APPROVAL 0 WN 8 Y: __,......,,--1 CHKD BY: l5& RVWO BY: ,_;::;J PROJECT NO. er 02-19 LLOYD 8. HUBBS I ~114'xfi: DRAWING NO. 418-BC 100501 9. <» ~ --00 I 00 () PA 10 'KEY MAP LEGEND PROJECT BOUNDARY LOT LINE --01 SHEET NO. -- 12 LOT NUMBER N KEY MAP SCALE: I" = 200' PA 9 LA COSTA GREENS It 44' It SC-6 A l [BM _s:7 f-.. t!:l ~ "' i SC-6 ~ PLANNING AREA 11 TYPICAL LOT DRAINAGE AND EROSION CONTROL, N. T.S. NOIFS: I. USE SS-2. SS-J; SS-4, SS-5, OR SS-7 AS APPROVED BY INSPECrGR. 2. SEDIMENT TRAP W/4" PVC OUllET, I' HIGH K J' WIDE OVERA_OW ONro SS-7 W/ONE ROW OF SANDBAGS Al ONG EDGE OF SPILLWAY. TOP OF TRAP 6" ABO\.f' O\.f'RA_OW. MIN. SIZE 10'K20'. EOW SHALL DESIGN FOR PADS OvfR 7,500 S.F. 1:f MIN. (ROUGH GRADE) ~ 7 11-:.,,;--_'..L_ _________ _,,,J SLOPE SEE CtrY STD. D~ GS-f4 SECTION A·A NO SCALE --1 5• I • R=0.5" ~ FIBER ROLL LOT NUMBER , 2 J 4 5 6 7 8 9 10 11 12 IJ 14 15 16 17 18 19 20 21 22 2J 24 25 LOT SUMMARY MAGNOLIA ESTATES ASSESSOR SITE PLAN PARCfJ. I ADDRESS TYPE 213-250-01 6J74 KEENfl.AND DRIVE 2CR 213-250-02 6J84 KEENELAND DRIVE JAR 213-250-0J 6J9 I KEENELAND ORI VE 2BR 213-250-04 6J81 KEENELAND ORI VE IAR 213-250-05 6J 71 KEEN ELAND ORI VE 4C 213-250-06 2571 MU/RFIELDS DRIVE 1C 213-250-07 2561 MU/RFIELDS ORI VE ZAR 213-250-08 2551 MUIRFIELDS DRIVE 4BR 213-250-09 2541 MU/RFIELDS DRIVE JA 213-250-10 2544 MU/RFIELDS DRIVE 2C 213-250-11 2554 MU/RF/fl.OS ORI VE JB 213-250-12 2564 MU/RF/ELD DRIVE 4A 213-250-IJ 2574 MU/RFIELDS DRIVE 3CR 213-250-14 6351 ALLSTON STREET 1BR - 2r3-250-t5 6J41 ALLSTON STREET 4CJ 213-250-16 6JJ1 ALLSTON STREET JC 213-250-17 6J21 ALLSTON STREET IA 213-250-18 6311 ALLSTON STREET JBR 213-250-19 6JOI ALLSTON STREET 2A 2/J-250-20 6J05 KEENELAND ORI VE 1C 2r3-250-21 6J15 KEENELANO OR/VE 2BR 213-250-22 6J25 KEENELAND DRIVE 4A 21J-250-2J 5JJ5 KEENELAND DR/ VE JC 213-250-24 6J45 KEENELANO DRIVE 48 213-250-25 6J44 KEENELANO DRIVE 4CR BACKFLOW FOUNDATION PREVENTOR CATEGORY NO • NO • NO • NO • YES • YES • NO • NO • YES • YES • NO • NO • NO • NO • ~NO • NO • NO • NO • NO • NO • NO • NO • NO • NO • NO • ..1----5"X8" CONCRETE HEADER • SEE FOUNDATION DESIGN RECOMMENDATION ON SOILS REPORT TlllED "SUPPLEMENTAL GEOTfCHNICAL /NvfSTIGA TION FOR MASS GRADING, BRESSI RANCH, CARLSBAD, CA" PREPARED BY LEIGHTON AND ASSOC/A IFS. DA TfD MARCH t 4, 2001. STRUCn.JRA SECn 5' PER CIIY CARLS AD srANDARD [C/FIC no 4" D.G. f\ln-1 SOIL BINDER CONCRETE HEADER SE[ D[rAIL 'B' ~~· LINED SWALE' " (VARIES) 14' U.SEMEN~ }'MEANDER/ G AIL ...,......._--'......_-------.; 2: I MAX. STORM DRAIN 10· SEOCR 10' "'I WAIFR PR/VA TE PROPOSED STREE7© l<[ENELAND DRIVE-------FROM STA 5+17.75 TO 8+0J.9J KEENELANO DRIVE -------FROM STA. 1+50.59 TO 4+27.55 MUIRFIELOS DRIVE-------FROM STA. 1+98.J0 TO 5+20.72 TYPICAL S[CnON NO SCALE --~-!!l ~-J9' It 22' 17' GRASS-LINED SWALE 7' r2· ,2· (VARIES) P KIN TRA ITT TRAVEL 5' STRUCn.JRAL SECTION PER Cl TY OF CARLSBAD srANDARD SPECIF/CATIONS 12% y. ',, . P, l,j ;,; ii2 ~ ~ CONCRETE HEADER <o SEE DErAIL '8' 10' 10··· ... SEWER WAIFR 8" f\l n-1 /4 REBAR ....___~ DETAIL: "B,, NO SCALE VAll/£9 __ _,_.._, ..l5.__ S 1/2~ I 2-8" PVC (SOR-JS) J' 2% AC PAVEMENT - J" P\-c YARD DRAIN AT- CL OF SWALE UNLESS OTHERWISE SPECIFIED. PL fl ELEV PER PLAN DETAIL: RETAINING WALLS =-=-'--'--=TYP'='[~,k~L-cOC-=-A==Tl°"ON'-c-'-cA~S""SH"'oc-'im~o"c-N,-PL=c7AN"'s~~= ll R/W 1 I I VARIES a· VAR!t;5 VARlt'B NO SCALE ~~ 3' MEANDERING TRAIL I 2~ C -J" PVC DRAIN PIP[ '.,;;;,,,-r £ FROM IN-Lor AREA DRAINS --a•_::.------ DETAIL: GRASS LINED DITCH (VARIES) RIGHT-OF-WAY . ~ Fl.. GRASS LINED DITCH ..: TEMPORARY EROSION CONTROL PLANTING AtO IRRIGATION NOTES: ALL PfRMANENr AND TEMPORARY [ROS/ON CONma. Pl.ANTING ANO /RR/GA TION SHALL BE INSTAUfD AND MAINTNNED AS RfQU/RfD IN SECTION 212 OF THE STANDARD SPECIACA TIONS ANO THE FOI.LO'r\lNG: A. HYDROS£EDING SHALL BE APPLIED TO: ,. ALL SI.OPES THAr ARE GRADED 6: 1 (HORIZONTAL TO VfRTICAL) OR SIFEPER Wt/EN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. AU SI.OPES 4 FEEr OR MORE IN HEIGHT. 2. AREAS GRADED Fl.A nrR THAN 6: 1 f\l!EN ANY OF THE FOi.LOWiNG CONOlnONS EXIST: a. NOT SCHE:DULED FOR IMPROVEMENTS(CONSTRUCTTON OR GENERAL LANDSCAPING) f\lTH/N 60 DAYS OF ROUGH GRADING b. IDENTIAED BY THE PARKS ANO RECREATION DIRECTOR AS H/GHL Y v!S/81..E TO n-1[ PUBLIC. c. HA VE ANY SPECIAL CONDlnON IDENTIFIED BY THE CITY ENGINEER Tl/AT WARRANTS IMMEDIA IF TRfA TMENT. B. HYDROSEEDED AREAS SHALL BE IRR/GA TED IN ACCORDANCE WITH THE FO/..LD'r\lNG CRITfRIA: t. ALL SI.OPES THAT ARE GRADEO 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGA TfD BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENnONAL SYSTfM OF LOIi' PREC/PITA nON SPRINKLER HEADS PR0\1DING 100% COvfRAG£ b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WA TfRED BY A CONVENTIONAL SYSITT,/ OF LOW PRECIPITATION SPRINKLER HEADS PR0\1D/NG 100~ COvfRAGE. 2. AREAS SI.OPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVfD CITY ENGINEER, PRIOR TO HYDROSEEOING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PR0\1D[ /RR/GA I/ON TO THE CITY ENGINEEff. THE PROPOSAL SHALL BE SPEC/AC REGAROING THE NUMBERS. TYPES J< COSTS OF THE filMENTS OF THE PROPOSfD SYST£M. J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEia. OF THE SOIL Ar THE OPTIMUM lHU FOR THE GRO'rl'TH OF THE HYDROSEEDED GROWTH. C. HYDROSEED/NG MIX SHALL CONSIST OF ALL OF THE FOi.LOWiNG: 1. S[EO MIX SI/ALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE Ct.OVfR b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOi.. CIA CALIFORNIA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA •· 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW} f. '/2 lb. PER ACRE OF 0/MORPHOLECA g. ITEMS c,d,•, ANO f OF THIS SUBSECTION MAY 8£ OMITTED ON LOCATIONS Wt/ERE TH[ AREA BEING HYDROSEEDED IS Nor \1SIBLE FROM EITHER A PU8UC STREET OR RESIDENTIAL STRUCTURES. h. /ITT,/ a OF n-llS SUBSECTION MUST BE INOCULA rED MTH A NlmOGEN FIXING BACTfRIA ANO APPLIED DRY EITHER BY DR/I.UNG OR BROADCASTING BEFORE HYDROSEEDING. L ALL SEEO MA TfRIALS SHALL BE TRANSPORIFO TO THE J08 S!Tf IN UNOPENED CONTAINERS 111TH THE CALIFORNIA DEPARTMENT OF FOOD ANO AGRICUL TUR[ CERTTACA TION TAG A rrACHEO TO, OR PRINTE/J ON SAID CONTAINERS. j. NON-PHYTO-TOX/C ocmNG AGENTS MAY BE ADDED TO THE HYDROSEED SI.URRY AT THE DISCRf.TION OF THE CONmACTOR. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION NOTES: 2. TYPE t MUI.CH APPLIED AT THE RAIF OF NO LESS THAii 2000 lbs PER ACRE. TYPE 6 MUI.CH (SmAW) MAY BE SUBSllTUTED, ALL OR PART, FOR HYDRA UL/CALL y APPLIED FIBER MA TERIAI.. fl}/[N smA II' IS US[D IT MUST BE ANCHORED TO THE SI.OPE BY MECHANICALLY PUNCHING NO LESS THAN 50~ OF n-lE STRAW IN TO n-lE SOIi.. 1 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATf SUI.FATE, 16-20-0, llln-1 15% SULFUR APPLIED AT THE RA Tf OF 500 lb .. PER ACRE. D. AREAS TO BE HYDROSEf.DED SHALL BE PREPARED PR/Off TO HYDROSEEO/NG BY: t. ROUGHENING /Hf SURFACE TO BE PI.ANTfD BY ANY OR A COMB/NATION OF: a. TRACK WALKING SI.OPES STEEPER THAN 6: I b. HAR RO f\lNG AREAS 6: t OR Fl.A m:R Tl/AT ARE sumc!EN n. Y FRIABLE c. RIPPING AREAS THAT WILL Nor BREAK UP USING //[/,IS a OR b ABO\£ 2. CONDIOONING n-lE SOILS SO THAT IT IS SUITABLE FOR Pl.ANTING BY: a. AD.!JSllNG THE SURFACE SOIL MOISTURE TO PR0\10E A DAMP BUT NOT SA /URA IFO SffD BED. b. TH[ ADDITION OF SOIL AMENDMENTS, PH AO.!JSTMENT, LEACHING OR COVERING SALINE SO/f.S TO PR0\1DED \1ABI.E CONDITIONS FOR GRO Wn-1 . £ HYDROSEEDEO AREAS SHALL BE MAINTAINED TD PR0\10E A \1GOROUS GROWn-1 UNTIL THE PRO.ECT IS PERMANEN/l Y LANDSCAPED Off, /'OR AREAS Kt/ERE HYDROSSfDING IS THE PERMANENT LANDSCAPING, UNTIL THE PRO.ECT IS COMPLETED AND ALL BONDS RE1£ASEO. EROSION CONTROL NOTES: I. IN CA$£ EMERGENCY WORK IS REQUIRED, CONTACT JANICE PA TTfRSON OF BARRA rr AMERICAN Ar 760-4J1-0800. 2. EQUIPMENr AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABl.£ AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MA IFRIALS SHALL BE STOCKPILED ON S/Tf AT CONVENIENT LOCATIONS TO FAC/LJTATE RAPID CONSmUCTION OF TEMPORARY DE\1CES f\l!EN RAIN IS IMMINENr. 1 DEVICES SHOVrN ON Pl.ANS SHALL NOT BE MOVfO OR MOOIFIED Ill/HOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. 5. 6. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTR<X. OE\1CES ro 'MJRKING ORDER TO THE SATISFACTION OF THE QTY ENGINEER AFTER EACH RUN-Off PRODUCING RAINFALi.. TH[ CONmACTOff SHALL INSrALL ADDITIONAL EROSION CONTROi. MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETfD GRADING OPERATIONS OR UNFORESEEN C/RCUMSrANCES W/1/CH MAY ARI:£. THE CONTRACTOR SHALL BE RfSPONSIBLE AND SHALL TAKE NECESSARY PRECAUOONS ro PREVENT PUBLIC TRESPASS ONTO AREAS f\l!ERE IMPOUNDED WA rERS CREA Tf A HAZARDOUS CONDlnON. 7. ALL EROSION CONmot. MEASURES PR0\1DED PER THE APPROVfD GRADING PLAN SHALL BE INCORPORA TED HEREON. 8. GRADED AREAS AROUND THE PRO.ECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SI.OPE Ar THE CONCLUSION OF EA& WORKING DAY. 9. ALL REMOVABl.£ PROTfCT/VE DE\1CES S/101,N SHALL BE IN Pl.ACE Ar THE END OF EACH WORKING DAY f\l!EN THE AVE (5) DAY RAIN PR08A81UTY FORECAST EXCfED PORTY PERCENT ( 40%}. SIL r AND OTHER DEBRIS SHALL BE RfJ,/OvfD AfrER EACH RAINFALL 1a ALL GRAITT BAGS SHALL BE BURLAP TYPE flln-1 3/4 INCH MINIMUM AGGREGATE 11. S/10ULO GERM/NA I/ON OF HYDROS£EDED SI.OPES !'AIL TO PR0\1DE fHfCTIVE COVERAGE OF GRADED SI.OPES (90~ COVERAGE) PRIOR TO NOVEMBER 15, THE SI.OPES SHALL BE srABILIZED BY PUNCHED smAW INSrALLED IN ACCORDANCE WITH SECTION JS.02J OF n-lE EROSION AND SEDIMENT CONTROL HANDBOOK OF n-lE DEPARTMENT OF CONSERVATION, SrATE OF CALIFORNIA. ~ ~----...--5J /.4 OG TRAIL C --..,,.-.:J'MEAND£.RING 1_A.§.15M8NT r ___ ---. -......._ 7' PARKING ~A OGE OF PAVEMENT /HEADER PR/VA TE STREET ---[--- DETAIL: TYPICAL ORIVEWA Y NO SCALE ( MUIR~l~LDS {)fl/llE) ~, ~I (,-J .. . • . • • . ,. . . • • .. • 8" PVC . ► •• • ., • . ' • • • ' • •• SECTION 8-8 NO SCALE PRIVATE CONTRACT fl GRASS LINED DITCH PROPERTY LINE TYPICAL POPOUT DETAIL EXTRA DEPn-1 OF FOOTING d IF REQUIRED NOT TO SCALE ,'\ ''"'\:.<1 ;..'\\.,\\;.,". 12• MIN. EXTRA DEPTH FOOTINQ IF NEEDED -NO SCALE "AS BUil T" RCE 1"? 'I '.T'( EXP,'-,:s,,, 7 .,., DATE INSPECTQI( sroRM DRAIN PR/VA TE PROPOSED STREET 0 NO SCALE ( ALLSTON 8TR£tT ANO KttNLAHO PR!Vt) ___.-....___........_...,~---'·-.,...__-l----l----l---------------,1-----,1-----,---11------, I ~2EET I CITY OF CARLSBAD I SHEBETS I :::::=='..::=::::::EN::G:::IN:::E:::E:::R::IN::::G:::D:;:E::P::A::R™=E=N:::T==~==:::: PRECISE GRADING & EROSION CONTROL PLANS FOR: KEENELANO DRIVE -------FROM STA. 5+85.47 TO 9+87.62 KEENELANO DRIVE -------FROM STA. 2+24.J4 TO J+49.98 ALLSTON STREET -------FROM STA. 21+95.71 TO 8+41.J7 TYPICAL SEC noN NO SCALE NO SCALE BENCH MARK DESCRIPnON: BRASS DISK IN CONCRETE IN A STANDARD SURVEY WELL ON CENTERLINE OF EL CAMINO REAL _ . LOCA noN: COUNTY OF SAN DIEGO BENCHMARK OESIGNA TION NO. R1800 288+89 EC ELEVATION: 311.407 M.S.I.. DAnJM:_ N.G.V.D. 29 __ ~~-< M. Sf./1, ,__ rn'8 '0 Cl) c§' i/1 - ;:; No. 42951 ~ w Exp. OJ-31-06 "' "' "' * ~~CI V \ I. ~•CIILI PR.oJECTDESIGN CoNSVLTAN1S PIANNNl • llNVIRallMBNTAL • ~ • SVRVl!Y/GPS 701 B Sires~ Suite 800, San !Jiego, CA 92101 619-235-647I FAX 619-234-0349 GREGORY M. SHIEl.DS, R.C.E. 42951 DATE REGISTRATION DESIGNED p~ EXPIRES 03-31-06 BY: REVIEW: ¾-~ -~ -~-z . "::. SURVEY REVIEW: BRESSI RANCH PLANNING AREA 11 MAGNOLIA ESTA TES (LOTS 1-25) LLO'tO B. HUBBS I 41~~.r AIE DRAWING NO. 418-BC 100501 061605 11 ✓4.,l'lr 0 ~ I\) (i) 9. ():) 00 I 00 () i ....=-=~----------~~----------------~-~~~~==--=~~~~~====~~~-~~-~•o=•·=m-»c-=~• ~-,.=rn=m=sm=TWWS?=uw=••~-,~---~~~-~-~~---------~--~----------------------------, !w " z "-:::, d=7'0RMORE I FACE OF DWEJING 5' MIN.,. I l=1_ 2.0'-- 2% ::-..._ • WHEREAS 5' < d < r, DISTANCE TO SWALE= d-2' CASE 1 0.5' d = 5' MIN. 3' Ml~.•• .. REQUIRES CIT< ENGINEER APPROVAL. CASE2 DRAINAGE SWALE DETAIL NOTTO SCALE 62.38' \ \ 230.36' Rl\l 302.6 fl JOt.6 s FACE OF DWELLING H ~ ~LU 0:1 z 0. ::; 5'MiN. FACE OF DWELLING H (IN FEET) LESS THAN 10 10 -30 OVER30 s 5 (H/2) 15 I 304.8 FG DWELLING SETBACK FROM SLOPE JO;;;-- HP NOT TO SCALE ---- fXIST. STORM DRAIN PER DWG. NO. 418-8 STORM DRAIN E:ASD./ENT PfR MAP NO. 14892 ~ d ll~K ~ ~ j j /' 304.2 Hf_\ I I, I 11 ,1.1 30J.B RI!./ 302. 6 , fl 302. 6 fl Jo,.BN' 1 ~ 1 1 F~~c~,~, ~)~4A;;-..J ~~2-9 I i < I I Pf 304.50 . •. . I 1~0· 304·67 IFF 305251 _!=::.:'.".~ FG · - 56.86' 304.9 --... "l, I I I I I I FG I I ~ 1---. I I I I I I I I I RI!./ 303. 8 I -~I 11 11.alt , ' 1 0.50 \ ,J;-----304.1~ RIM J02.6 fl JOU ~ ff 303.501 / /I Gfr JOJ. 5~ j I RI!./ 304. 5 _._~18.~4·-+-. 1 11 3w -FL J!Jl I , I GFF J04.75I HP I I ,60' SD O I f! == -!!:::JO 9 _ 24.0' CID FL 300.8 @ TW JOJ 7 6 STEPS, £A. 12" ff 299_-7 1 RISERS. £A. 6" _-/J-+---, 303.6 303.92 HP FS !Fr J04.2S\ 0_95 ,1 I STEP, E:A. 12•'-'1" = 2 • ff/M 302. 60 FL 301.35 3.87 FS IGFF JOJ.fOI ,o 303, J020 lj I I 3tat67 RIM JOJ.6 I I f fl Jo2.o 120.4 JO, HP GFF J04.55 1 I RI!./ 30J8-1l1/I~ ~ ~1----! 1111 ~11)1304.t lrrr;, lrFif \ ,,~ · \ 11/ I Jtf,3 FG \ 110.00' 310,7 HP \ __ _ 311.3 FG I I I I I I I I 13J.83' -,------.JIU \ \ ' I ),,,, (; I I °' / I / I ~···313_/--~I\ 1( I I Fl 312· 1 HP fl 312.2 --f--.-"-1 I I J1J.5 I\ 313.5 / RI!./ 310.2 I ~==JJ--,~~1 yliP -~~I /I CIDIP~@ 0~50• lj / 11 I ' 12.0' 314.67 IFF 314.751 '1 fi;i 314.251 'i I "ri;' . . ~ 4 I!. I m1.1 314. 0.60' ~ o I CII) I IM 313.311 312. jl_ fl 31' / r:mi ,~3 ,-,,, : fl 3 "· 7 314.67 RIM 314.,, (.6¥--;; 31--:o-;-•--'ll~ ~r16-~ ._ ... _1 , 1 ~ RI!./ 310.2 I I H FG fl 312.2 f,-r-. .,,, 1 , 1M 310.2 I Pr JH.ool n 308.o I I 11 313.6 ,4Jcrr 31425! ru~J;,, JtJ. -·-t--1r-;''" / JOB.8 IFF 311.751 1 HP o.so·: ~i ·jr I~ I 311.42 FS I\ I ' /M JIJ,J I '.?: I 111 / / '11J.8' I ' 31'.3 I I I JIJBS~ R''M I ~ 10.~ ' I , I L_ GFF 314.05 '\ FG I I FL / Ii 0.60f -i~70' H1r K j I ( li1 I I LI 310.4 ~;; ; ~ I ; ~ I ; . I I 313,5 1 HP ~ ~ i lliJ I; I '"'----"4..--""r.,:""' __ ~ro __ I 310.63 I I ·--... ' ;1I 1J310.2 Jlll,§;--GB-1/310.6 ,,; 1 I / I j ,, 310.4108.4 ,✓H~ 1 1\ \' HP ~-I \ ,1 I FL !;rm,• 1 / I \ , , , "•, 1 r ' ,. ~~ I 1 1/ I 1/ i -c: I/ I I I I I I I I I I I I I I I 2.o:e2--\ j ii \ R 303.90 I ~i F. J02.J5 I 'i,:::--tiv'=-ntcf:~ I I ------1~ I \ / :1 \, I II 1JJ'}.., I/ 302, 5 I 302, 5 I 02;{ \ / 305 I I BENCH MARK DESCRIPTION: BRASS DISK IN CONCR£Tt IN A STANDARD SUR\lfY IIE'U ON GEN Tffil./Nf OF El CAI.I/NO RfAL LOCATION: C()_UNTY OF SAN 0/fGO Bf}l_g!MARK 0£S/GNA noN NO. R1800 288+89 EC [L£VATION: 311.407 M.S.L. DAnJM: N.G.~D. 29 0~ ~ £0.P. ,, ........... ~ AH NO. 1J 'RIM 30~0f 00 -+-_...,___5 __ _ w-- 303.2 HP rN 304.0 TF 300.0 IFF 304.2~ 8243' JOJ. 2 RIM 302. g HP fl 301.9 ------- ~==~~~~~~~~~~=~~,-• ~~~~----------~---•--•-•---•••=.a..,,,,-,,,._...,,_."""~~.-•---~==•~=-:.,~--.-,,,m~...w,,c-9urn:,·u~M-R1"r'" we .. ,,m ,.,,. ,.,,-n,;·; r \[ngr\2407\PA/1\Piol ?ion\2407_/f_pi/OJ.Jwg 05/24/2005 11. '6.52 AM POT S! ! :--_,.. J"PVC ' 302.2 0 ~ "-_,./ ..... .J IPt 3055 I 10 20 40 V \I 60 =+::1--+------ /1 ~o. 42951 i}\ w Exp. 03-31-12 ,.,, "' "' ------ PR.omcrDm1aN CONSULT.ANIS J>r.'INNll«J • ~ • Et«BNEllalNO • SUlM!Y/OPS 70 I B Strct,-t, Suite BOO, San Diego, CA 9210 I 619-235-6471 FAX 619-234-0349 C/VI GREGORY ~-SHIELDS, R.C.E. 42951 DATE RECIS1RA ilON DESIGNED Pt.I ~k\ EXPIRES 03-31-11 BY: RE"1£\Y: to-r-/Q PRIVATE CONTRACT SUR'-£Y RE\'1£W: +· c::::,--- c::, "AS BUil T" ' --t---t-------------t----1t----1t----1t----i I SHJEET I CITY OF CARLSBAD I SHEBETS I • ~;::;~~;:;::E~N~Gl~NE~E;;Rl;;NG~D~EP;:A:;R™~EN::;T~~~=~ PRECISE GRADING &: EROSION CONTROL PLANS fOR: BRESSI RANCH PLANNING AREA 11 MAGNOLIA ESTATES (LOTS 1-25) 'AS-BU/LT' DRAWING NO. 418-BC '.1311 I IX l.t/N. (Ro/JGH GRADE} Ta> CF WOllNG WAU LE\.fl. LE\.fl. FOR SETBACK, SE£ Sllffr 2 /SH GRAD£ SECTION A-A PROPffirf UNf -y v - ll IX MIii. 5' l.t/N. I~ SI.OPE: I'::: SE£ arf sro. I~ 0111'.1. GS-14 ~ I A TYPICAL FINISHED LOT GRADING 3+ I wMfllRRELDS DRIVE_ --1-itJI - I I I I -~ 1 ,, RIM JO-«-.,- FL 303.5 NOTTO SCALE 50.45' DESCRIPllO BRASS DISK IN CONCRETE IN A srANDARD SURVEY 'MJ.L ON CENTERLINE OF a CA,..,M.._.1NO.,_,,.RE"'"A.,_L -~~~~~~~= LOCA llON: COUNTY-OF"_ SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89 EC UEVA TION: , JH.407 M.S.l. DA TUM: • N.G. V.O, 29 1: 304.6 1 , HP I ----,, ~i1 fl. 303.8 I 0 10 20 40 GRAPHICAL SCALE r I I I GFF"_ 301._J I 1 j 307.J )l.4S' HP 11 RIM 307.0 ~ 308.67 FS 60 125.67' 307.7 HP \ 307.9 ~ \ \ crt' / \ \ ' . _, ' Ji --~.7 /HP -==---=--~ SD co /~ I FC 3053 I RIM 307.3 F1 305.6 I ! I IPE 308.aj I FF 308.l~ 307.6 HP ® 20.0 I I I \ I I \ \ I \ RIM 307.2 F1 306.2 : ~\ \ \ 37.34' / ~-\ \ / / / \ \ \ \ 82.66' PRIVATE. 8TREET .DeTAIL 'D' NO SCALE LOTS G-13 ........._,..__ ...,__,...- ~---........... ----..._ ~? --' ---}fp ' PRoJECTDESIGN CONSULTANTS PIANNINO • llNviiu'1Ml!NTA • ENolNBBRINo • SUIM!YIOPS 70 I B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234--0349 ----..._ ---' ----..._ ----..._ ----..._ ----..... ~ .... -..... ----.... RI,(,, <8 '?o ----..._ ----------------- -i'e._.J . :sJ.1 I I I I I -i'e._? }fp I §._f( n-i--.J;~ o· RI,(,, fl. <8 .. s <8<.? \ PRIVATE CONTRACT \ \ I I I @. ......... "AS BUILT" REVIEWED BY: /.' d ...-•>~A 0-\ INSPECTOR --- ......... ......... ......... <l !, ,,_/,.1 DATE ,.__ <,'.>, "' C.., (-, u• - l----1f----l------------+--+--+--t----t I SH4EET I CITY OF CARLSBAD I SHEBETS I ENGINEERING DEPARThlENT :=P::R:::EC:::l::SE;.;:GR::A:::D:::IN:::G=&::::::ER::O::S::10:::N=C::O:::N::TR::OL~P:::LA::N::S:::F;O~R=: =:::; 0 No. 42951 t; w Exp. 03-31-05 ,., ct-"' I CIVIi- BRESSI RANCH PLANNING AREA 11 MAGNOLIA ESTA TES (LOTS 1-25) I APPROVED: fl ~GRE=G=OR=Y~M.~S""HIEID"'""S.~R'".C-.,.E.--.4""29=51------;aD"'ATE;--;R:;c;EGl:;::S;a:lR7CATI""ON,----,--"'DE'"SIGN=EO:-.----;;p.,-M--,,---a;SU'"RVE""Y.,---, hi-,-,.;-,, --i;;;-11--h -,. -,. -_ ➔➔-7, -);--, -...... -'::--.-';I" _rr: _n_r -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_ -_ -_ -_ -_ -_ -_ 77---_-_ -_ ;-t"---_-_-_rt"-_-_-_ 7-rl -_ -_ 7--i 617 ~ifj~~/t'~' 12/31/o!! EXPIRES D3-31-06 BY: REVlE\'I: REVlEvt. f/-Oli>·/2 ff)C LLO'IO e. HUBBS I ~l({f( . 1-'!.-D",'!A T',,'E,e+-',IN.:.ITI~A,-.,.L-l'-'.......:.:..:__...c..._:c..::.c _____ ___, ___ --t-cD;:;-;Ac,-T:=-E -t-:-:,IN"'ITI;--:A.,-l ~DA;-;T;;=E--t;;,IN-:;,;ITI;:;-;Acc-1l Dl'IN BY: -PROJECT NO. ~ z '-I. 17 5' REVISION DESCRIPTION CRHVWDKD 8sYY:. '.,.'ef CT 02-19 NGIN[ER ~ WORK 011-iER APPROVAL CITY APPROVAL - - DRAWING NO. 418-BC 061605 0 :E l:. (i) 9. --<» 0) I 0) () ' I / . ( \ ·-,X:,, ', /'\; . ! / / / \ ' 1 T·\Engr\2407\PA /\Pio/ P/an\2407 11 pitC5.Jw9 0J/24/2C)G5 /J.'55 JE AM POT I I / f / , i BENCH MARK . ' . ' -, '\/.'>, ' . . ' ' . OESCRJPnON: BRASS DISK IN CONCRETE IN A STANDARD SUR\£Y f\E'LL ON CENTERLINE OF El CAMINO REAL -------- LOCA noN: COUNTY OF SAN DIEGO BEII_CHMARK DESIGNAR_QN NO. R1800 288+89 EC El.EVAnON: 311.407M.S.L OAlVM: N.G.V.D. 29 KEENELAND DRIVE fl ; l 8+00 w RIM 26J,5 I ~I A.H. NO. 8 ----"' RIM 26J.48 '\ RIM 271.J Fl. 269.9 IH.07' 9+00 ,____ b -----j lli w --+- PRIVATE CONTRACT I / I ! I --IV-- / .. 0 10 20 40 60 GRAPHICAL SCALE "AS BUILT" l---.,___.,__ ___________ 1--------<l--------<l--------<I--------< I SH5EET I CITY OF CARLSBAD I SHEBETS I :===-==::E:::N:::G:::IN:::EE:::R::IN::G:::::DE:::P=A::RTM::::::E:::N=T ==-==== PRoJECTDESIGN CoNSULTANJS PLANNING • ~ • HNolN.BllRJNo • SUIM!Y /GPS 70 I B Street, Suite 800, San Diego, CA 9210 I 619-235-64 71 FAX 619-234-0349 PRECISE GRADING & EROSION CONlROL PLANS FOR: BRESSI RANCH PLANNING AREA 11 MAGNOLIA ESTA TES (LOTS 1-25) GREGORY M. SHIELDS. R.C.E. 42951 DATE REGISTRATION DESIGNED PM SURVEY 1---1---1----------------+--+---I----I-----I I APPROVED: dY • , Ll0"\1) B. HUBBS I -4/.,,,~ j? r,v..,.,,_, ,!,~ 1-/t/-t( t1'.::;-0~-:::'.-l2~=~D~c=t~=•zA5~-~e,;;u'.;rl3'.T=' =================t===j====t===j===j !:M!::::::::::::t.N::'1"C:::l':::'W::W::::::fi:::::;!!l':=:r.-n.~::1fi::::,Tifi:::ftt=21::::i,::::zo:::5=--:..=-=....:::-7::]l_lA::::..~~=.=.== ¾-~ EXPIRES OJ-31-06 BY: REVIEW: REV!EW: ->·2-t.f-o '> DA1£ INITIAL DATE INITIAL DA1£ INITIAL &,~0 BJ~~ PROJECT NO. DRAWING NO. NGINEER OF WORK REVISION DESCRIPTION OTHER APPROVA CITY APPROVAL RVWD BY;~ CT 02-19 418-BC 061605 0 =E (J1 G) o.J::. -_. 00 O> I O> () ,1 \ I I I \ AHNO.l4 __ _ RIM JO -48 167.04' va• [AS[MENr ~ HP __ ",, --304.7 --~ ~ - ~ -=-=•<._;Ott RIM 304.4 FL 303.1 -.rr,;;--J RIM 304.4 ✓ -'''-FL 303.1 RIM 304.5 J0J.5 RIM J04. 5 FL 304.8 ---'~· IGFT J05.25\ \ Fl J0J.5 305.67 fS r:s/24/20S5 0 , OD \tBR\ rr 305_001 \FT J05. 75\ . JOS.42 J05.4 fS FS 304.7 HP RIM 304.4 FL J02.4 ,lflL ON 'ARK ARO SURVEY BENCH M awc,,s •' "''" 28 .,,. a DESCRIPllON: BRA~::; a CA~gH:i~i OESIGNAllON N~.:~: 29 CfN TY Of SAN DIEGO 8 DA 7VM: flON• COUN LOCA : J1l.407 M.S.L aEVA170N. "/,A POT 11·02: 10 r 7Z64' (s -~ s---- ~ 1;3%.,_s 'l .?6, I ----------.....:: -0,t-• , 12 -ki,2;, ---7 1 sh-,_?$ ,!o-,_s !/ l Fe-1-/p I ----------' ~.,, ?5' ca .._ ----------! I >hct,1o l -~-11 R4t ~ /~ I'"{~ '11,? /1 '<-1 fl II AH NO._Jg_ 0/IM 305.2 7 I / II/ I I I I 40 l SCALE w __ 4,4'00 JA\LL.LLSTON STREET w -------= ·-...::::----Jr ---------::::: 40 60 I I I L SCALE 60 DETAIL 'C' NO SCALE LOTS !4-z4 fESS/o ,, FA8RIC-F/ L Tt" /'l" Ml N. OVERLAP DESIGN CONSUfs~ n...OJECT. • El«llNEllRlOO r l.<! l!NVnloNMl!rffA CA 92101 PLANNINo • . 00 San Diego, '01 B Street, SmteF~x• 619-234-0349 619-235- 6471 DESIGNED Ri~W: D'TE RWSlRAllON31-05 BY: o EXPIRES 03-CE. 42951 " SHIELDS, R, " GREGORY m. /'-.....J..:A ~ ~ e(;•l.<4-os. PRIVATE CONTRACT~======+===l==i==j= u-0,-12 Poe o8,5o1 PDC DATE INITIAL NGINEER Of WORK , 5-l'UIL "Ii HOVSE f:L · 7, a V T" '{C I ., C l+AN--, L or " REVISION DESCRIPTION Qll,ER APPROVA 171AL aTY APPROVAL SUR\£Y REVIEW: "AS BUil T" ~ ' -------, • :}• DATE '"'"''" BAD I "''ii" I TY OF CARLS NT [mil C\'"'"'"' "°'""'" s rnR ~ • "°''"' '"""" """AREA 11 """" "'"'RANCH PLANNING 25) 061605 0 0-~ 9. ~ 00 00 I 00 () ~ ~- 60 RIM 324.2 ~Fl. 323.2 1 1 1 324.7 ./HP 7+00 191.04' RIM 324.2 --.___ ,,o'?~ ">~ \(C \'JO " " RIM 324.2 324.4 Fl. 322.4~ 324.7 RIM 324.0 324.f fitJm ,----;If> _ HP~ ~ !:_ :22.0 . _ -HP~---=-b~ _!.::_ -== ---=----- - - !4CR! CID IPE 325.0{1 \FF 325.75\ 325.17 325.17 rG RIM 325.0 Fl. 323.0 i,°5-L - -7 \GfF 325.2\ I 325. 17 I rG I I GfF 325.o I 1M 325.17 I Fl. 323.0 1~1 1"' 325.37 rs 324.43 rs 2.0X !ft;# _--=-::.. -_y '~ 321.7 rs BENCH MARK 324.87 rs I I I I I / 324.7 HP DESCRIPnON: BRASS DISK IN CONCRETE IN A SfANDARD SURVEY WE!.L ON, __ CEN /ERLINE OF EL CAMINO R£AL 9 EC LOCA noN: COUNTY OF SAN DIEGO BENCHMARK OESIGNA 110N NO. R1800 288+8 .. MS L OA TUM· N. G. V.O. 29 ELEVA 110N: 311.407 • · • I I ' I I "Ii I I ,,.-,---- "' \) ~ ..... \ \ I \ I J 1JS.95' ---------- ~ ~ "'· ." • ' ·, \ ' S'" ' ' 308.7 I,~ I I \ ~ 309.2 I ~ ' I I I I . I I I I \ I RIM 308.B I Fl. 307.2 I \fQ§W L----J J4.68' OD cm \PE 309.50\ \FF 310.25\ RIM 309.2 Fl. 308.20 0.16 rs 309.BJ rs V) I 309.1 __lj~ -8/11 -------Rllr/ 308.9 Rllr/ 3:11 Fl. 307. II nJ. I ~ 309.4~ 1\ r" \_ I RIM 308.9 \j Fl. 307.J ' so co Fl. 307.1 309.10 3 rG "¥iar'"I. 3 11 II GRAPHICAL SCALE 60 i::.1 .· ....... l.8 \----.Jr--;,--------=21~46~.6~8'==:--=:----___,(..-...,.,.. ___ L.....j--/'-'<tj"'++j , 39.0' : (!; , :, SEE SHEET 6 ~ zz.o· ~ ,1.0·1 ~ "AS BUil T" PROJECTDF.SIGN CONSULTANTS PlANNINo • ~ • F.NoiNmlRJNo • SUIM!Y/OPS 701 B Street, Suite 800, San Diego, CA 92 l O I 619-235-6471 FAX 619-234-034g GREGORY M. SHIELDS. R.C.E. 42951 DATE REGISTRATION DESIGNED Pt.I EXPIRES OJ-JI-OS BY: RE'i1EW: ~ f;;,._L).. ~-2-~--~ REVIEWED BY: =•·->--. /J 6~ .. PRIVATE CONTRACT ~ CITY OF CARLSBAD tt====f====f============================j====J====±====t===3 ~ ENGINEERING DEPAR™ENT PRECISE GRADING &: EROSION CONTROL PLANS FOR: SURVEY REVIEW: BRESSI RANCH PLANNING AREA 11 E=3==t===============t=~t==t==t=31 ~M~AG~N~OL~IA~=ES=TA==TE=S===(L~OT.~S~1~2~5~y il t==t==r===----------t==t=t=t=l ;-'. .4.... lL0'1>,7.:B HUBBS I t==t==:t=====----------t-::t==t==t==i I APPROVED:.... • :E. ~/ -n:i' ~ tt===~t~~=~~~=~~~~~;~;,==================+====f====i====f=::3 ~1~2" 4.(~~trs 12131105 11 ~& DWN By·, 2!E PROJECT NO. DRAWING NO. I 06, 12 f'OC 3 'AS~ BU(L T' ATE INITlAL I· -DATE INITlAL D CHKD BY: DATE INITlAL REVISION DESCRIPTION OTHER APPROVA CllY APPROVAL RVWD BY: NGINEER a' WORK 'As-eu IL r 1 061605 0 ....... ~ 0 ~ --<» 00 I 00 () I I / r \[nqr-\240 7 '- I / / - J' PVC fl JI0.70 --------J. ~-Q\t-1~ 11? ;\ ~ ,.~.2 \\ \ 1\ ofEss1 ~i M. s,, '7~ c.:; (o oJ' ----- BENCH MARK No. 42951 Exp. 03-31-06 ,.,, I-C/V\\.. Of C~I..\ OESCR/PllON: BRASS DISK IN CONCRETE IN LOCAllON·J;;~7:':E OF EL CAMINO RE~/rANOARO SURVEY llflJ ON __ · SAN 0/f . ---· ElEVAllON: Jll.407 M.S.L GO BENCHMARK DESIGNAnON NO. RIBOO 288+89 EC DA TUM: N. G. V.D. 29 ---- \ \ \ \ ~ RIAi J27,4 Fl J25.5 J2/l.JJ RIAi J27. 7 fl J26.8 f2BR\ QD \PE J28. 00] \FF J28.75j RIAi J27.4 fl J25.5 rs RIAi J27.70 .,_..,...J..--, fl 327.00 J2B.42 \ GFF J2B.0 I I J21.sa 22.7 \ ... , \~ d• J27.4 ~\ J24.9 \ \ \ /-\ \ • ' \ \ \ \ ' \ ' ' ~~N CONSULTANT'S 70 I B Street, Suite 800 . • ENcliNmlRIMJ • SUKVl!Y /OPS 619-235-6471 FAX• San Diego, CA 92101 619-234-0349 F ! ( \ \ ' \' \ \ 327.7 \{ 1•. \I '1 I I PRIVATE CONTRACT GREGORY M. SHIELDS, R.C.E. ◄2951 DA TE REGIS1RA TION EXPIRES 03-31-0S DESIGNED BY! PM REVIE\t. SURVEY REVIE\t. ~-2'4· IJ)'" 11-0t-!2 PD c DA TE INITIAL NGINEER OF WORK 'A5·8UILT' REVISION DESCRIPTION ..._z- scALE: I• = 20' 40 GRAPHICAL SCALE DATE INITIAL DATE INITIAL 0TI-IER APPR0VA QTY APPROVAL "AS BUILT" ,,~ 'I'! 60 EXP., ·ll•l't' DATE REVIEWED BY: ~ -~ DATE ~ c~riNE~:NG cDARLSBAD I sHEETs I EPARTMENT 8 PRECISE GRADING & BRESSI RANCHSION CONTROL PLANS FOR: MAGNOLIA Esr:'i:trI~~s A,~:5;1 I APPROVED: 4'f ~~ 1-..c d i,-v, -• LLO'l'P 614~2388~~ ~,.,,. H_,.UBBS I DWN BY· -'fR!:s 12131105 • ?6:& . CHKD BY:---Jltl:," PROJECT NO. RVWD BY:~ DRAWING NO. · CT 02-19 4tB-BC 'AS-8 IL 7 1 061605 00 <» I <» ()