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Home My WebLink AboutDWG 412-3B; MS 01-02; MONTARA AT CALAVERA HILLS II VILLAGE R; 01-03GRADING NOTES (IN ADDITTON TO THE REQUlffEMENTS OF CHAP1FR 15. 16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER Pl.ANS PffEVIOUSLY APPROVED BY THE CfTY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITTONAL APPROVAL, CfTY STANDARDS OR OTHER ADDITTONAL DOCUMENTS USTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. AU PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CfTY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CfTY ENGINEER WILL BE: REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSUffED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENC[ OF UABILITY. Jtft INSURANCE COMPANY WRITING [H[ POLICY MUST HAVE A RATING OF i\ AND A SIZE CATfGORY OF CLASS Y AS ESTABLISHED BY 'BESTS" KEY RATING GUIDE, 5. UNLESS EXEMPT[D BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTS/Df OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILO/NG DfPARTMElfT. §. NO WORK SHAU BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CfTY AND OTHfR APPROPRIATE AGENCIES. 7. APPROVAL OF THESf PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE P[RFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VAUD GRADING PfRM/T HAS BE:EN ISSUED. !. NO REVISIONS WILL BE: MADE TO THESE PLANS WITHOLIT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF TH[ PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BfCOME THE PROPfRTY OF THE CITY UPON BEING S/GNfO BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE: REVISED TO REFLECT AS-BUILT CONDITTONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MA/lfTAINED TO THE PROJECT SITE AT ALL TIM[S DURING CONSTRUCTION. I 2. WHERE TRENCHES ARE wrrHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE: SUBMITTED BY A PROFfSS/ONAL ENGINEER OF TH[ STATf OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE F/ELO OF APPLIED SOILS M[CHANICS. THE SOILS RfPORT WIU BE SUBMITTED TO TH[ CITY ENGINEERING INSPECTOR wrrHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TfSTS. I J. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHfRENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUlffED PRIOR TO THE ISSLIANCE OF A BU/LO/NG P[RMIT. ALL CONTROLLED GRADING SHALL BE DONE UND[R THE DIRECTION OF A PROFfSS/ONAL ENGINEER OF THE STATf OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE F/ELO OF APPL/fD SOILS MECHANICS. ALL F/U OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CfTY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE • EARTHWORK SP[CIF/CAT/ONS • ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY F/[LD COMPACTION REPORTS WIU BE SUBMITTED TO THE PROJECT INSPECTOR. H. A PRECONSTRUCTIQN f,1££17NG SHAU BE HELD AT [H[ SITE PRIOR TO TH£ BEGINNING OF WORK AND SHALL BE A7TEND£0 8Y AU REPRESENTATIV£S RESPONSIBLE FOR CONSTRUCTION, INSPFCTION. SU&RVISION. TEST/NG ANO ALL OTHER ASPECTS OF [H[ WOR~ THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK760) 4J8-J891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PfRMIT WILL BE PROVIDED BY THE PROJECT INSPfCTOR AT THE MfETING. 15. AU INSPECTION REQUESTS ODfER THAN FOR PRFCONSTRUCTION f,1££17NG WILL BE MADE BY CALLING TH£ ENGINEERING 24--HOUR INSPECTION REQUEST LINE AT (760~ !JB-3891. INSPFCTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 E.lt/. ON !:J.E DAY BEFORE [H[ INSPFCDON IS NEEDED. INSPfCTIONS WILL BE MADE THE NfXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MAD[ AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPUCANT THROUGH TH[ DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MA/lfTAIN AU SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULAT10NS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBM/ffiNG A DETAIL PLAN TO THE CfTY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTfCTION FROM THE HAZARD OF CAVING GROUND OUR/NG THE fXCAVAT10N OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST Bf PREPARfO FDR ALL TRENCHES FIVE FEET (5') OR MOR[ IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE P!AN VARIES FROM THE SHORING S)'STEl,I STANDARDS ESTABLISHm 8Y Di£ CONSTRUCT/ON SAFETY ORDERs. Tl1L£ 8 CALIFORNIA ADMINISTRATIVE CODE. DtE PLAN SHA1L BE PREPARED BY A REGISTERED ENGINEER AT DtE CONTRACTORS ITPENS£ A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THI:.. INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHAU BE PERFORMED UNTIL A VALID B!ASTING PERMIT HAS BEEN OBTAINEO FROM THE CfTY OF CARLSBAD. SUBMIT APPLJCATION FOR BLASTING PERMIT WELL IN ~DVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS. 19. If ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED W[[HIN ANY WORK ARE'A DURING CONSffiUCTION, OPERAT/ONS WILL CfASE IMMEDIATELY, AND THE PERMfTTEE WILL NOTIFY THE CfTY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEf HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. AU OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPfRATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING [QUIPMfNT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHAU BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMElfT COUNTER.) 21. ALL OfE SIIE HAUL ROUU:S SHALL BE SUBMITTED W Di£ CONTRACTOR TO TH£ CITY ENGINEER FOR APPROVAL TWO BILL WORKING DAYS PRIOR TO BEGINNING Of JLQBK 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WAST[ MATfRIAL SHAU BE DfPOSITED AT, A S/Tf APPROVED BY THE CfTY ENGINEER. [H[ CONTRACTOR SHALL BE RfSPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF DtE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADfD. NO TREES ARE TO BE R[MOVEO UNL[SS SPECIFICALLY NOTfD ON THE PLAN. 24. AU AREAS SHALL 8E GRAOED TO DRAIN.GRADING RESULTING IN TH[ PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHAU HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS AR[ SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIR[CTfD BY THE PROJ[CT INSPECTOR. 26. ALL SLOPfS SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHAU BE LEFT IN A NEAT AND ORDERLY CONDITTON. ALL STONES, ROOTS OR OTHER OEBRIS SHALL BE: REMOVED ANO DISPOSED OF AT A SIT[ APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN .fACt1 SLOP[ IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANLIAL, THE LANDSCAPING PLANS FOR THIS PROJECT. DRAWING NO. J90-BL, AND/OR AS DIRECTfD BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNfR/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHAU COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPf ANO IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH TH[ LANOSCAP[ MANL/AL TIME RfQU/REMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPf WITH A MINIMUM D-LOAD OF 1,350. FOR PR/VAT[ STORM DRAIN PIPES, UP TO 15" PVC MAY BE U11LJZ[D PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH J/4" ROCK PER SDRSD S-4 TYPE 'C' AND PIPE MEETS ASTM STANDARD JOJ4 FOR SDR J5 SOLID WAU PIPE. JI. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE ffEMOVEO WITHIN TWENTY FEET OF BUILDING OR STRffi AREAS AND REPLACED WITH PROP[RLY COMPACTED SOILS. IN OTHER AREAS THE PIP[ WIU BE PLUGGED WITH CONCRETf OR REMOVED AS APPROVED BY THE CITY ENGINEER. J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITTES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE sumc/ENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATf THE WORK WITH A COMPANY REPRESElfTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-4-IJJ SDG&E (760) 480-7647 PACIFIC BELL 1-800-892-0123 CITY OF CARLSBAD(STREETS ct STORM DRAIN) 760 434-2980 ADELPHIA CABLEVISION f 760~ 438-7741, CARLSBAD MUNICIPAL WATER DISTRICT 760 4JB-2722 J4. PERMIT COMPLIANCf REQUIREMENTS: A. fPR CONTROi L ED GRA~NG-THE APPLICANT HIRES A CML ENGINEER, SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL TH[ WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PR1DR TO F1NAL APPROVAL OF A GRADING PERMIT-THE FOUOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR f 15. 16. 120 A. 10/ CARLSBAD MUNICIPAL CODE: (1) FINAL ffEPORT BY SUPERVISING GRADING ENGINEER STAT1NG ALL GRADING IS COMPLETf. ALL EROSION CONTROi.. SLOPE PLANTING AND IRRIGATION ARE INSTALLfO IN CONFORMANCE WITH CITY CODE AND THE APPROVED Pl.ANS (OEJTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICI-I INCLUDES RECOMMENOfO SOIL BEARING CAPACITTES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF TH[ SOIL, ANO SUMMARIES OF FIELD ANO LABORATORY TfSTS. THE REPORT SHALL ALSO INCLUDE A STATfM[NT BY THE SD/LS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO RECOMMENDATIONS OUTLIN[D IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (I) YEAR AFTfR THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. J6. THE SOILS REPORT TITLED, "UPDATE OF GEOTECHNICAL REPORT, CAL.AVERA HILLS, VILLAGE R, CITY OF CARLSBAD, CALIFORNIA", DA°TED OCTOBER 20, 199'9, AND ADDENDUM DATED SEPTEMBER 2J, 200J. PREPARED BY GEOSO/LS, INC., SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. PROJECT LOCATION TH[ CALIFORNIA COORDINATE: INDEX F'OR THIS PROJECT IS N J66 f 1677 SOURCE OF TOPOGRAPHY CITY OF' CARLSBAD DRAWING NO. 412-JA REFERENCE DRAWINGS 304-7 LEGEND OF ABBREVIATIONS 412-311 390-9R 390-911 390-9 WD/D£9-37,317,/7 TC GB BVC EVC PVI BC EC HP LP FL FS ST RT LT 1W BW TOP OF CURB GRADE BREAK BEGIN VERTICAL CURVE ENO VERTICAL CURVE POINT OF INTERSECT/ON BEGIN CURVE ENO CURVE HIGH POINT LOW POINT FLOW LINE FINISHED SURFACE STREET RIGHT LEFT TOP OF WALL BOTTOM OF WALL RP RADIUS POINT N. T.S. NOT TO SCALE CTB CEMENT TREATED BASE MVC MODIFIED VERTICAL CURVE CITY CT OCEANSIDE ,. NO..ECT SITE VICINITY MAP NOT TO SCALE OWNER'S CERTIFICATE I HEREBY CERTIFY THAT A REGISTERED SOILS £NG/NEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION ANO STABILITY OF THIS SIT£. ~~- BY: DON MITCH£~~ DAT£ SOILS ENGINEER'S CERTIFICATE I, DAVID S/¢LLY, A REGISTERED CIVIL ENGINEER IN TH£ STAT£ OF CALIFORNIA. PRINCIPALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOIL MECHANICS, HEREBY CER11FY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON THE DATE OF QCTOBER 20, w.2. TWO COMPLETE COPIES OF THE SOILS REPORT.S COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO TH£ OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT.S FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE JfADING PLANS AND SPEC/FICA TIONS ~ M ~ 1<c(:.. '(?8(7 'fJf-1"" Gt, t.oo•/ , . .._,~~1/." ~ -- -;:;';--c;t-~-~_,_. ~-~-~--ff,,~/...0 \'I. S/rZ..:,_◊ .. SIGNA TUR£ DAT .._, 4' ,~ ~ ,\ • • EXP. DAT£: DECEMBER 31, 2006 . i '.L ),, I RCE 4 785 7 ii! Ni!. flCI: 47llli7 l,J · * ~t-r/4r * cl>_,.. c,, 'll -"-"~ 4?. ' ~ ... $;; .. .;' 0 ;;;: , \',t:i ' ~..:.._.,~.:-,.. "DECLARATION OF RESPONSIBT,E CHARGE" I HE"Rf8Y DECLARE THAT I AM THE fNGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CH[CK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJ[CT DESIGN. FIRM: HlJNSAKffl a A5SQC1AIE5 ADDRESS, 10179 HUENNEKENS AYE CITY, ST.: S4N DIEGO c4 :~~E?<E'..:::Jt2t)J;n~ ~ RAYMOND L. MARTIN DATE, _94/_,_9+-6~0 ~'f __ _ P. f. NO.: RCE 411670 EXP I RAT I ON DATE", ...,5 .. 1 ... , ... a, ... a ... 6 _______ _ OWNERS/ PERMITTEES MOlfTARA MCMILLIN LLC 2727 HOOVER AVE. NATIONAL CITY, CA. 91950 (619) 477-4170 LEGAL DESCRIPTION PARCEL MAP NO. 19457 REC 04/05/2004 SHEET INDEX SHEET I .•••.. TITLE NOTE"S SHEET 2 ...... KEY MAP 8 NOTES SHEET 3 ...... GRADING PLAN EARTHWORK QUANTITIES CUT: FILL: EXPORT REMEDIAL 200 CY 200 CY 0 CY D CY * * QUANTITIES SHOWN ARE FOR BONDING ONLY AND ARE NOT TO BE USED FOR BIDDING, BUDGETS OR OTHfR PURPOSES, AND ARE BASED ON 50 CY /LOT, AS SP[CIFIED BY THE CITY. / WORK TO BE DONE THE: GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, fROS/ON CONTROL FACIL/11ES, AND PLANTING OF PE:RMANENT LANOSCAPING AND PR[PARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS ANO REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIR[M[NTS, R[SOLUTIONS AND ORDINANCES CITfD ON THES[ PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENG/NfER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. J. THIS SET OF PLANS. 4. ~~ 71715515 7ttt'tflt13 cql'"1!'1'J RPSSJah'T,151' ,C.tti200-a. !l:2Stt'Md CITY ee,r::r:,r ,a b" iii/ 'iv .,.._ ice.a .J'IO Clim: frlf/4/. ,-...~. CIT'Y &NCIN,FE/l_ 1-6TrG~ 5. THE STANDARD SPECIFICATIONS FOR PUBUC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOSO/LS, INC. DATED OCTOBER 20, I 999 TITLED "UPDATE: OF GEOTE:CHNICAL REPORT, CALAVERA HILLS VILLAGE 'R', CITY OF CARLSBAD, CALIFORNIA• AND ADDENDUM DATE:D SEPTEMBfR 2J, 200J. 7. THE SAN DIEGO AREA RE:GIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROVAL DOCUMENTS DATE:D 10-16-02, RESOLUTION NO. 5289. 9. SWPPP WDID NO. 9J7S-Jl7517 10. SWMP DATED JUNE 30, 200J. DESCRIPTION DROPPED GARAGES •• BACKFLOW PREVENTER REQUIRED•• PAD ELEVATION FINISHED FLOOR ELEVATION GARAGE FLOOR ELEVATION (FRONT) DEEPENED FOOTINGS., WATER LATERAL,,. SEWER LATERAL••• PLAN NUMBER (R-REVERSE) LOT NUMBER ENHANCED SIDE ELEVATION •• LEGEND STD. DWG. (SEE ARCHITECTUAL PLANS FOR ENHANCED ELEVATION TREATMENTS) ENHANCED REAR ELEVATION•• (SEE ARCHITECTUAL PLANS FOR ENHANCED ELEVATION TREATMENTS} UTILITY SERVICE LOCATION (HOUSE) •• SPECIAL VIEW WALL •• (3' MASONRY W/3' INCLINED GLASS) 5' WOOD FENCE ., 5' STEEL VIEW FENCE •• 5' SOLID MASONRY WALL•• STREET TREE ,. 16" X 16" PILASTER .. RETAINING WALL•• FIBER ROLLS (SEE DETAIL ON SHEET 2) PROPERTY CORNER SIDEWALK UNDERORAIN,.• STREET NAME SIGN*,. FIRE HYDRANT•., STREET LIGHT"., WATER MAIN•,. SEWER MAIN••• STORM DRAIN CENTERLINE•,. STORM DRAIN CENTERLINE•., EASEMENT SDG&E ELEC. HAND HOLE•• SDG&E ELEC. TRANSFORMER •• PACIFIC BELL PEDESTAL•• CONCRETE STOOP•• 30" X 30" A/C CONCRETE PAD•• PROPOSED UTILITY SERVICE LOCATION •• DROPPED GARAGE FINISHED FLOOR•• • CITY OF CARLSBAD STANDARDS •• CONSTRUCTED BY SEPARATE PERMIT ••• PER OWG 407-3 SYMBOL * IBI'J P=440.7 FF=441.37 GFF-440.7 @ ® 1A 83 @ 0 ■ 00000 0 + ~ :, o---0 -w-- --s--- --5D-- --RW-- I I I _QUANTITY ~ CITY OF CARLSBAD I SHEETS I t---+----1----------------t----t---;----r----i L_l_J ENGINEERING DEPARTMENT 3 t---+----1----------------t----t----t---+----t GF GARAGE FINISHED FLOOR FF FINISHED FLOOR PLANNING DEPARTMENT APPROVAL OF DEEPENED FOOTING r-------------------,,-----------------i-=--=--=--=--=-1-=--=--=--=-~t-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-t-=--=--=--=--=-t-=--=--=--=-1-=--=--=--=-~t-=--=--=-~ PR£CISE GRADING AND EROSION CONTROL PLANS FOR: "AS BUILT" BENCH MARK MONT ARA at CALA VERA HILLS II VILLAGE "R" Pl ANNING ENCi NH RI NG qJRVEYINC HUNSAKER & ASSOCIATES S,/J.,'l OIECO, INC 10179 Huennekens Street San Diego, Ca 92121 PH(S58)558·4500· FX(858_)5Sa.-1414 ~')~~u:OLJo. OAT£.~ MICHAEL J. H /L~PLANNING DIRECTOR ~ DATE.111~.or s0NmJ RECOMMENDED BY: __ kc....__,-';C,'-----'-M-.:._tl._1/i~O__,'e,.__ __ (PRINT NAME) £OP EOG£ OF PAVEMENT ENGINEER OF ~~d~az~ R E NO 48670 EXP. 6/30/06 WORK q/9/2r DATE ----------·------- RCE ____ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL ATl---+----1----------------t----t---;----i----i APP/?O_k'ED~LL~Y_Jll ~ HUBBS A './e·-At,' ~' --'\ ~ , __ " 11-1,-0<1 ENGINEER'S STATION 454+92 PER R.S. 1800-1 RECORDED: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) ELEVATION: 68.479 DATUM: NGVO OF 1929 1----1----l----------------i----i---+--+-__.ll'\~-"C:::IT1'~-==,t_c:.N~G-l!:!:N~£~£~R~~R~C_=;E"".=.----£-X0 __ ~~---~~DAccT;:ccEcl OWN BY: _,.CD=~'---PROJECT NO. CHKD B~· TK .~ M s 01 02 RVWDBr k:= • • -DATE INITIAL DATE IN!nAL DA rE INITIAL ENGfNEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DRAWING NO. 412-3B R,\0370\8.Eng\Preclse Grading\ VILLAGE R\0370PGOl.dwg[ 1275JSep-08-2004,!7,16 W.O. No. 1941-54 KEY MAP LEGEND GAAAGE -,._ __ JOINTS TO MEIT IN EVERY INSTANCE PROJECT BOUNDARY LOT LIN£ EASEMENT STREET NAM£ PARCEL NUMBER P.C.C. WALK =-ALLOWABLE* DISTANCE DR/vf"ll'AY APPROACH E:XISnNG SIDEWALK R/W LINE *NOTE: DRll'E"WA\'S SHALL BE "CHALKED" IN THE FIELD AT LAYOUT. ANY ALLOWABLE DISTANCE OVER 1.0' SHALL BE BROUGHT TO THE ATTENnON OF THE PROJECT MANAGER WHO SHALL DETERMINE CURB LINE THE ALLOWABLE DISTANCE. THIS DITERMINA noN SHALL BE MADE PRIOR TO BEGINNING ANY HOUSE CONSTRUCT/ON. SPECIAL DRIVEWAY CONSTRUCTION DETAIL NOT TO SCALE 14' TRANSITION 4' TRANSITION --,r 6"-8" A80vf" STRAIGHT GRADE --- GARAGE SLAB _____ ~ STRAIGHT GRADE FROM BACK DF DRlvf"WAY APPROACH TO GARAGE SLAB. DRIVEWAY TRANSITIONS FOR DRIVEWAY EXCEEDING 12% SLOPE NOT TO SCALE NOTE: 1) THE MAXIMUM DRIYFWAY SLOPE, MEASURED ON THE LOWER OR STEEPER SIDE OF THE DRIVEWAY, SHALL BE 14%. SLOPES EXCEEDING 14!1& SHALL REQUIRE SPECIFIC APPROVAL BY THE CITY ENGINEER AND McMILL/N HOMES PROJECT MANAGER. 2) WHEN THE MAXIMUM DRIVEWAY SLOPES EXCEEDS 12%, INCORPORATE TRANSlnONS AS SHOWN ABOVE. THIS "ROLL" IN THE DRIVEWAY IS INTENDED TO HELP AVOID BOTTOMING BY LONGER vFHICLES AND TO MAKE THE DRIVEWAY MORE PLEASING VISUALLY. 3) SEE ARCHITECTUAL FOR ENHANCED REAR ELEVATION DETAILS. ALL LOTS THAT ABUTT COLLEGE NEED ENHANCED REAR ELEVATIONS. HUNSAKER & ASSOCIATES oi'-. " "' DIMENSIONS PER PLAN (TYPICAL) DIMENSIONS PER PLAN (TYPICAL) ENGINEER OF If WORK KNOLLWOOD DRIVE 4 I \ \Ii I lAY01/T POii{!" PLAN 2A I OPT. L_/lfq_t5_..J 1----40' ---- "AS RCE EXP. SA\l OIECO, INC. PLANNING 10179 Huennekens Street NO. 48670 EXP. 6/30/06 ~M N04867~ EXP. 6/30/06 91t/4r REVIEWED BY: DATc E\IGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)558-1414 INSPECTOR 0, "' 1 2 I I I '/ KEY MAP SCALE: /" = 100' PLAN 2B OPc ~ _[!~_! '-----40' EXISTING 20' SDG&E EASEMENT REC 6/1/53 IN BOOK / 4874, PAGE 143 O.R. / / / / EXISTING 20' WIDE SDG&E / / EASEMENT REC 6/1/2000 / / AS F/N 2000-0287573/ / 1// I-......_-.,,.__ EXIST/NG 150' POWER LINE EASEMENT TO SDG&E REC. I I 6/1/53 IN BOOK 4874, PAGE 143 D.R. '~ I ·/~ ,' ' ........ ✓ 'IDUT POINT ·:::s PLAN 3A , I Y0UT P0/1{1" PLAN 3B TYPICAL BUILDING FOOTPRINTS BUILT" BENCH MARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT DATE LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S. 1800-1 RECORDcD: COUNTY BENCH LEVELS (NO. DATE INITIAL COUNTY VERT. CONTROL DATA) DATE ELEVATION: 68.479 DATUM: NGVD OF 1929 ENGINEER OF WORK I I B PL ~, e ~, 1,r I MIN. " 0 :z ~:z It -:i "':i A I A C Ml . " - It C NO MOUNDING ' MIN. 8" MIN. ,c Ml · SECnON A-A f----L---1_ 6" BERM TO BE MAINTAINED ~-!:z---< I DURING ROUGH GRADING l:t MIN. SECTION B-B IN THIS AREA (TOP OF SLOPE 0.5' MIN ABOVE SWALE &: NOT TO EXCEED FINISH PAD ELEV.) PLACE RBER ROLLS DURING GRADING OPERATIONS PL 1' TYPICAL LOT PLOTTING DETAIL ELEV. MUST BE EQUAL TO BLDG. PAD ELEV. OR HIGHER JOO MM MIN. HOUSE F.F. N.T.S. ABER ROLL N.T.S .. S£DIME:NT ROll WOOD STAKE TlJMM X 19MM MAX 1.2M SPACING •ALLOW 6" FRO!,/ PROPERTY LINE C/L OF FENCE TO P/L 1' MIN. 4' MIN. 4' MIN. T' MIN. DEEPENED FOOTING WHEN REQ'D SECTION C-C HOUSE F.F. 6" MIN. 1£ SWALE 2% MIN. -21,C MAX. SIDE YARD DETAIL NOT TO SCALE DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL NOTE: I. FVR ROUGH GRADING PLANS AND SPEC/I /CA TONS SEE CITY OF CARLSBAD DWG. ND. 412-JA 2. STREIT. CURB, ,t PAD ELEVATIONS ARE: PER EXIST. PLANS &: SHOULD BE VERIFIED IN THF FIELD. IF ACTUAL ELEVATIONS VARY FROM THO$£ $.HOWN, NOTIFY THE ENGINEER OF WORK AT (858) 558-4500 3. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED 5 20 OJ. 4. Dl\'IVEWAY PAVING MATERIAL TD 8£ 4 • P.C.C. /,/IN. 5. STRECT ADDRESS SHALL l!1E LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY FIRE CODE. 5. SEWER ft. CLEAN-OUTS ARE PER C/,/WD DRAWING S-7. 7. AN APPROVED fl;ICll'WATER VALVE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED BELOW THE ELEVAnON OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE SUCH ELEVA nON SHALL DISCHARGE THROUGH THE B4CKWA TER VAL VE. I SH2ET I CITY OF CARLSBAD I SH3S I ENGINEERING OEPARTMENT PRECISE GRADING AND EROSION CONTROL PLANS FOR: MONTARA at CALA VERA HiLlS II VILLAGE "R" A~E~rt:R~ ~-HUBBS "·'!11 ENGINEER RC ~ 0 EX OWN B~· CDA PROJcCT NO. DRAWING NO. CHKD BY: TI✓ . M.S. 01-02 412-38 RVWD BY: ~ I R,\0370\~Eng\Precise Grocilng\ VILLAGE R\0370PG02.clwg[l275JSep-08-2004,t 7 16 W.O. No. 1941-54 n,u HUNSAKER & ASSOCIATES SAN DIEGO, INC PL.ANN1NC 10179 Huenneken~ Street ENGINEERING San Diego, Ca 92121 SURVEYING PHf858)558-4500· FX(858)558·1414 \ \ \ \ I I I I 7 / I 10'4 \ I \ I I I I \ \ \ \ \ \ \ \ \ \ -JBB \ \ ENGINEER \ \ \ \ \ OF 2 ~/4aL. , '"ONO L. MARTIN '//ff"No 48670 EXP. 6/30/06 I I I I \ \ I -Js7 I I it1 WORK 9I~ 1 Q4- DATE \ \ I RCE \ \ REVIEWED BY: INSPECTOR "AS BUILT" EXP. DATE DATE ----....._____ ----....._____ '"•...._ BENCH MARK Lo-r -Jag J\;Jj.\p J\J O -J2 95-J ----....._____ ----....._____ .. DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S, 1800-1 RECORDED: COUNTY BENCH LEVELS (NO DAT[ /NII/AL ----....._____ ...._______ ----....._____ COUNTY VERT. CONTROL DATA) REVISION DESCRIPTION ENGINEER OF WORK ELEVATION: 68.479 DATUM: NGVD OF 1929 OAff INITIAL OTHER APPROVAL LOT PLAN 1 2 2 J J 2 4 J SYllBOL LOT TABLE el.VAT/ON BACKFtOW STREIT ADDRE:SS PRE:VE:NTE:ff B NO J5/J9 GORGE PLACE A NO J5/J/J GORGE PLACE A = J5/JO GORGE PLACE B = J578 GOl?GE PLACF: • • 0 20 40 60 SCALE 1 '= 20' FENCE & WALL LEGEND DESCRIPTION VIEW FENCE -STEEL 5' HT. SOUD MASONffY WALL 5' UNLESS SHOWN OTHERWISE SPE:CIAL VIEW WALL - MASONRY &-INCLINED GLASS -x·--x·--'---WOOD FENCE -S' HT. PILASTER OAff ■ ~ DISCLAIMER: TRANSITION fflOM VIEW FE:NCE TO 5' WOOD FENCE 1) ALL WALL. FENCi;, AND LA 11W EDGE LOCATIONS ARE SCHEMA TIC ONLY AND WILL VARY WITH SITE CONDITIONS. 2) A/C PADS u-\Y BE ReLOCATED TO OTHER SID£ OF THE HOUSE AT THE BUILD£R'S D/SCR£TION. NOTE: 1) LOCATIONS OF PAC BELL AND CABLE TV PEDESTALS AffC NOT KNOWN AT THIS TIME. LOCATIONS OF ITT£PHON£ AND SDG&-E SURFACE OR AB0\1£' GROUND STRUCTURES IS P£R • PLAN INFORMATION ONLY. FINAL LOCATIONS CAN BE DETERMINED AFTDI CONSTRUCTION. 2) EACH LOT WILL RE:CEIVE A MINIMUM OF ON£ STREIT ~ TO BE PLANTED J' MIN. OUTS/OF: TH£ RIGHT OF WAY. I SH3ET I CITY OF CARLSBAD I SH3S1 ENGINEERING DEPARTMENT PRECISE GRADING ANO EROSION CONTROL PLANS FOR: MONTARA at CALAVERAHILLS II VILLAGE "R" \IILLAGF: "R" A,,~VE ,:!f_;J HUBBS_ EXJ& ,,,,,,_-oj R, .[ \ :::diB Ci1'f. ENGINEER DA7: OWN BY: GOA PROJECT NO. DRAWING NO, INITIAL CHKD BY: TV ' M. S. 01-02 412-3E 7, CITY APPROVAL RVWD BY: R,\0370\&Eng\Preclse Grnciing\ VILLAGE R\0370PG03.dwg[ 1275JSep-tD-2004,07'44 WO. No. i941-54 . • 0 • ~ (-, ~ = ,l;i,,, '"" (-, """" N I w ~