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HomeMy WebLinkAboutDWG 420-4D; CT 04-02; LA COSTA RIDGE NEIGHBORHOOD 2.1 & 2.2; 01-15GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPE:RSEDES ALL OTHER PLANS PR£VIOUSLY APPROVf:0 BY THE Cl7Y OF CARLSBAD REGARDING GRADING SHOWN ON THIS SIT OF PLANS. 2. APPROVAL OF THIS PLAN DOE:S NOT Lf.SSEN OR WAl\ir ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RE:SOLUTION OF CONDffiONAL APPROVAL, CITY STANDARDS OR OTHER ADDmONAL DOCUMENTS USTE:D HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN Rf.SPONSIBLE CHARGE SHALL REVISE THE:SE Pl.ANS WHEN NON-CONFORMANCE IS DISCO\irRED. J. crrr APPROVAL OF PLANS DOE:S NOT RE:LIM THE DMLOPER DR ENGINEIR-OF- WORK FROM RE:SPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCO\irRE:D DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL 8E: PROMPTLY SUBMITTED TO THE Cl7Y ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRE:NCE: OF LIABILITY. P.f INSURANCE &ort!o~Y ~,D~8J'.y Pff1gtfaVJIRtr½? -&s41?Z& RfnNG;,, cuf'o1~ A QZE; 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING CODE, R£TAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PE:RMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL Bf COMMENCED UNTIL ALL PE:RMITS flolll[ BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENC/f.S. 7. APPROVAL OF THf.SE PLANS BY THE crrr E:NGINEE:R DOf.S NOT AUTHORIZE ANY WORK OR GRADING TO BE PE:RFORMED UNTIL THE PROPERTY OWNfR'S PE:RMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT flolS BEEN ISSUED. ll. NO REVISIONS WILL BE /,/Al)£ TO THf.SE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHITT OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE Cl7Y UPON BEING SIGNED BY THE Cl7Y ENGJNffR. 10. THE ORIGINAL DRAWING SflolLL BE: REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCf.SS FOR FIRE AND OTHER [l,l[RGE:NCY \£1!/CLE:S SflolLL BE MAINTAINE:D TO THE PROJECT SITE AT ALL TIME:S DURING CONSTRUCTION. 12. WHE:RE TRE:NCHE.S ARE WITHIN CITY EASEMENTS, A SOILS RE:PORT COMPRISED OF: (A) SUMMARY SHID, (B) LABORATORY WORK SHffTS AND (C) COMPACTION CUR\irS, SHALL 8E: SUBMITTED BY A PROFFSS/ONAL ENGINEE:R OF THE STAIE OF CAUFORNIA, PRINCIPALLY DOING BUSINE:SS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIE:LD TESTS. 1J. A SOILS COMPACTION RE:PORT AND COMPLIANCE Vffi/FICATION REC,ARDING ADHERENCE TO RECOMMENDA TIDNS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PE:RMIT. ALL CONTROLLED GRADING SHALL BE: DONE UNDER THE DIRECTION OF A PROFFSS/ONAL ENGINEE:R OF THE STA 1E OF CALIFORNIA PRINCIPALLY DOING BUSINE:SS IN THE FIELD OF APPLIED SOILS MECflolNICS. ALL FILL OR FUTURE FILL AREAS SHALL BE: CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE • EARTHWORK SPECIFICATIONS " ATTACHED 1V THE PREUMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECQNSTRUCTION MEETING SHALL Bf Hf! D AT THE SITE PRIOR TO THE; BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRE;SENTATIVE;S RESPONSIBLE [OR CQNSTRUCDQN, INSPECTION. SLJPERVISIQN. TESTING AND ALL OTHER ASPECTS OF THE WOR~ THE CONTRACTOR SHALL SCHEDULE THE MITT/NG THROUGH THE PERMIT CLERK 438-1161 ext. 4323) AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEITING. 1 S. AU INSPECTION REQUESTS OTHER THAN [OR PRECQNSTRUCTION MEETING Will BE MADE BY CALLING THE ENGINEERING 24 HOUR INSPECTION REQUEST LINE AT (76Ql 4JB JB91 INSPECDQN REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BE[ORE THE INSPECDQN IS NEEDED, INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNE:R AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SflolLL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SflolLL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAIE AND FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRAC1VR SflolLL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DITAIL PLAN TO THE CITY ENGINEE:R AND/OR CONCERNED AGENCY SHOWING THE Of.SIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHE:S OR DURING THE PIPE INSTALLATION THE:REIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5 ') OR MORE IN DEPTH AND APPRO\irD BY THE CITY ENGINEER AND/DR CONCERNED AGENCY PRIOR TO EXCAVATION. If THE f'lAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TIU£ B CAU[ORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 1 ll. NO BLASTING SHALL BE PERFORMED UNTIL A VAUD Bt.ASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCA TION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHE:DULING OF BLASTING OPERATIONS. 19. If ANY ARCHAEOLOGIOIL RESOURCES ARE DISCOVERED WITHIN ANY WORK N?fA DURING CONSTRUCVQN. OPERATIONS W1U CE;ASE fMl,IEDIATELY. AND THE PE:RMITTEE WILL NOTIFY THE Cl7Y ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECE/\irD WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THrnETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF 1RUCKS, EARTHMOVING EQUIPMENT. CONS1RUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE UM/TED TO THE PERIOD BE:TWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. All Off SITE HAUL ROUTES SHALL BE SU8t.llTTFD BY THE CONTRACTOR TO TH£ CITY ENGINEER [OR APPROVAL 1WO [ULL WORKING DA'fS PRIOR TO BEGINNING Of ~ 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE [OR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT Of THE GRADING OPE/?ADQN, 2J. BRUSH SHALL BE REMO\irD ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMO\irD UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SI/ALL BE GRADED ro DRAIN.GRADING Rf.SULT/NG IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SI/ALL HA\ir A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPRO\irD SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPRO\irD BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SI/ALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SflolLL 8E: LEFT IN A NEAT ANO ORDE:RLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEE:R. 27. ALL SLOPES SflolLL Bf IRRIGATED, STABILIZED, Pl.ANTED AND/OR HYDROSEEDED WITHIN TEN ( 10) DAYS OF THE TIME WHEN ~ SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 2/J. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPE:S AND PADS AS REQUIRED BY THE Cl7Y OF CARLSBAD LANDSCAPE MANLIAL, THE LANDSCAPING PLANS FOR THIS PROJECT. DRAWING NO:'==~ AND/OR AS DIRECTED BY THE crrr [NG/NEER OR PLANNING DIRECTOR. 29. THE OWNER/APPUCANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRR/GA TION PLANS AND THE IMPRO\irMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANLIAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" Pl'C MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLE:D WITH 3/ 4" ROCK PE:R SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. WHE:RE AN EXISTING PIPE LINE IS TO BE ABANDONE:D AS A RE:SULT OF THE GRADING OPERATION, IT SHALL BE REMGVED WITHIN TWENTY FEET OF BUILDING OR smm AREAS ANO REPLACED WITH PROPE:RL y COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMO\irD AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VEJIIFY THE LOCA TlON OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY 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. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COOROINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL ADELPHIA COMMUNICATIONS DAN'IEL'S CABLEVISION COX COMMUN/CATIONS CITY OF CARLSBAD (srREETS & STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) LEUCADIA WASTEWATER DISTRICT VALLECITOS WATER DISTRICT SAN OIEGUITO WATER D/srRICT DLIVENHAIN WATER DISTRICT BUENA SANITATION DISTRICT 34. PERMIT COMPLIANCE REQUIREMENTS: (800)422-4133 (760)480-7647 (B00)892-0123 (760)43/l-7741 (760)438-5241 (760)806-9809 (760)438-2980 (760)438-2722 (760)753-0155 (760)744-0460 (760)633-2650 (760)753-6466 (760) 726-1340 A. [OR CONTROLLED GRADING THE APPLICANT HIRE:S A CIVIL £NG/NEER, SOILS ENGINEER, AND/OR GEOLOGIST TO Gl\ir TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRE:SS { 15. 16. 120 A.ll} CARLSBAD MUNICIPAL CODE. B. PRIOR ro FINAL APPROVAL OF A GRADING PERM[-THE FOLLOWING REPORTS MUST 8E: SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR { 15. 16. 120 A. 10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPRO\irD PLANS (OBTAIN SAMPLE OF COMPLIANCE LffiER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEE:R, WHICH INCLUDES RECOMME:NDED SOIL BEARING CAPACmE:S, A STA IEMfNT AS TO THE EXPANSIVE QLIALITY OF THE SOIL, AND SUMMARIE:S OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER TflolT THE GRADING WAS DONE IN ACCORDANCE: WITH THE REQUIREMENTS AND RECOMME:NOATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLE:SS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE ( 1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THE.SE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEE:S WILL BE REQUIRED FOR ANY SUCH R[CHECK. PRECISE GRADING LA COSTA RIDGE NEIGHBORHOOD 2.1 & 2.2 I i • CAFILEJBAD CITY OF SAN MARCOS II "<) \ I "o \ ~' 0 LA COSTA RIDGE NEIGH 2.1 & 2.2 OWNER'S CERTIFICATE 0 0 "'\\ ~ '- VICINITY MAP NTS I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPER O ALL GRADING ACTMTY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SfTE. 'f-2. D ,()?, DATE CAT I, WILLIAM D. ,U .... ,r,.:'IREGISTERED CML ENGINEER IN THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUIS/NESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVA1£NT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON DECEMBER 5TH, 2005. TWO COMPLETE COPIES OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FUTHERMORE. I HA VE REVIEWED THESE PRECISE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE PRECISE GRADING PLANS AND SPECIF/CATIONS. i/,,/L..Otft WILLIAM D. OLSON. DATE ·Re£ 45283 . "DECLARATION OF RESPONSIBLE CHARGE" REFERENCE DRAWINGS WORK TO BE DONE THE PRECISE GRADING WORK SHALL CONSIST OF THE' CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, PLANTING OF PERMANENT LANDSCAPING, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQU/Rm ON THIS SET OF PLANS AND THE CITY STANDARDS. SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE PRECISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. 3. THIS SET OF PLANS. 4. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NO. 5734 AND NO. 5735 DATED OCTOBER 6, 2D04. THE STANDARD(, SPEC/FICAT/ONS FOR CONSTRUCTION GREEN BOOK/. PUBLIC WORKS SOILS REPORT AND RECOMMENDATIONS BY LEIGHTON ct ASSOC. DATED DECEMBER 5TH, 2005. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 5. 6. 7. 8. 9. FINAL PROGRAM EIR 98-07 AND THE MITIGATION MONITORING AND REPORTING PROGRAM. SWPPP WDID 9 37C337021. 10. STORM WATER MANAGEMENT PLAN PREPARm BY HUNSAKER &-ASSOCIATES DATED MARCH 22, 2004. 11. PJ!B,a0ti.Jkft~G COMMISION RESOLUTION NO 6007 DATED DECEMBER 21, 2005. 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION, STORMWA TER BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND STA TE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. LEGEND DESCRIPTION DROPPED GARAGES BACKWATER VALVE/sPLIT SYSTEM REQUJRm PAD ELEVATION FINISHED FLOOR ELEVATION GARAGE FLOOR ELEVATION WALKWAY (FOR REFERENCE ONLY) GRADEBREAK DEEPENm FOOTINGS WATER LATERAL*** SEWER LATERAL••• PLAN NUMBER (R-REVERSE} ELEVATION AND COLOR SCHEME LOT NUMBER RETAINING WALL STREET NAME SIGN*,. FIRE HYDRANT"** STREET LIGHT"** SYMBOL * lfilJ P=137.60 FF=138.35 GFF=137.BO I: ·.. · I = [ill (EC5) GD QUANTITY 30 994 LF 36. THE SOILS REPORT TITLED UPDATED GEOTECHNICAL REPORT ct FOUNDATION DESIGN RECOMMENDATIONS, VILLAGES OF LA COSTA -THE RIDGE, NEIGHBORHOOD 2.1 AND 2.2 DATED DECEMBER 5TH, 2005 PREPARED BY LEIGHTON ct ASSOC/A TES SHALL BE CONSIDERED AS A PART OF THIS PRECISE GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN 420-4 420-4"' 420-48 420-4C PR/VA TE IMP. FOR SIT/0 OCEANO, CORTE WATER MAIN*** RESOLUTION NOTES COMPLIANCE WITH APCD RULES 51 (THE "NUISANCE" RULE), 52 (PARTICULATE MATTER), AND 54 (DUST AND FUMES) OF THE AIR QUALITY CHAPTER WOULD EFFECTIVELY MIT/GA TE DUST IMPACTS GENERA TED DURING GRADING OPERA T/ONS. THE FOLLOWING MEASURES ARE REQUIRED TO ACHIEVE COMPLIANCE WITH THESE RULES AND REDUCE CONSTRUCTION RELATED TO AIR POLLUTANTS: 1. THE WATERING OF ALL SURFACES BEING GRADED AND HAUL ROUTES SHALL BE REQUIRED DURING DRY WEATHER CONDITIONS. 2. ALL UNPAVED AREAS SHALL BE REVEGETA TED ACCORDING TO THE APPROVED LANDSCAPE PLANS AS SOON AS POSSIBLE AFTER GRADING. 3. ALL C:ONSTRUCTION-RELA TED TRAmc SHALL BE RESTRICTED TO ROUTES THAT ARE DUST-CONTROLLED, REDUCED SPEED LIMITS SHALL BE MAINTAINED FOR ALL HAUL AND CONSTRUCTION VEHICLES. 4. ALL CONSTRUCTION ACTIVITIES SHALL BE LIMITED DURING PERIODS OF HIGH WINDS. 5. ALL HEAVY-DUTY, DIESEL POWERED CONSTRUCTION EQUIPMENT SHALL BE OPERA TED ACCORDING TO MANUFACTURERS SUGGESTED OPERA TING INSTRUCTION (WITH THE FUEL INJECTION TIMING RETARDED TO RECOMMENDm LEVEL OF NOX EMISSIONS, BUT WHICH WOULD NOT RESULT IN EXCESSIVE VISIBLE SMOKE EMISSIONS) IN ORDER TO CONTROL POLLUTANT EMISSIONS. 6. CONSTRUCTION EQUIPMENT SHALL BE SUBJECT TO REGULARLY SCHEDULED MAINTENANCE/TUNE-UPS, AND BE TURNED OFF WHEN NOT BEING UTILIZED TO A VOID EXCESSIVE IDLING EMISSIONS. 7. THE APPL/CATION OF ARCHITECTURAL COATING AND CUT-BACK ASPHALT SHALL ADHERE TO APCD RULES 67.9 AND 67.7, TO EFFECT/VU Y CONTROL OTHER CONSTRUCTION-RELATED EMISSIONS OF AIR POLLUTANTS. 8. THE ENGINEERING DEPARTMENT SHALL MONITOR FOR COMPLIANCE DURING ALL GRADING OPERATIONS OF THE PROJECT. PROJECT LOCATION .11 AC:,T<:, nl> DIH ",~ :ZS SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HUNSAKER & ASSOCIATES ADDRESS: 10179 HUENNEKENS AVE CITY, ST.: SAN DIEGO CA TELEPH~:(858)558-4500 • BY: ______L. --:J.,u;t;~ RA ND L. MARTIN P.E. NO.: RCF 48670 DATE: -~J"--/2_2 7.~ti~6~6 __ _ EXPIRATION DATE: ~6=/.~3=0~/i=06~------- OWNERS / PERMITTEES PULTE HOME CORPORATION 5993 AVENIDA ENCINAS, SUITE 101 CARLSBAD, CA 92008 (760)795-2200 !,Er.AL DESCRIPTION LA COSTA RIDGE NEIGHBORHOODS 2. 1 AND 2.2 T CT 04-02, VILLAGES ORHOODS 2. 1 AND 2.2, LOTS 1-90 OF THE CITY OF CARLSBAD TRAC OF LA COSTA -LA COSTA RIDGE -NEIGHB IN THE CITY OF CARLSBAD, COUNTY OF SAN CALIFORNIA, ACCORDING TO MAP NO. THEREO THE OFFICE OF THE COUNTY RECORDER OF NOVEMBER 2, 2005, AS FILE NO. 2005-095 DIEGO, STATE OF F NO. 15167 FILED IN SAN DIEGO COUNTY ON 5442. THIS PROJECT IS LOCATE:D WITHIN ASSESSORS PARCEl. NUMBER(S) THE BASIS OF BEARINGS FOR THIS SUF?VEY IS THE CALIFORNIA COORDINATE SYSTEM -198.J, 223-720-02. 06. 07. 08, 09, 16, I: 17 ZONE VI, 1991.35 EPOCH, NORTH AMERICAN !Hf CALIFORNIA COORDII/J\Tf INDf)( OF IHIS PROJfCT IS DA TUM OF 198.J (NA083), GRID BEARINGS BETWEEN STATION VWD-3075 AND STATION ■HUNSAKER ~ f~,~?f~1;TES N rn~• E 6268 VWD-3085 AS SAID COORDINATES ARE IMPORTANT NOTICE PUBLISHED IN THE CfTY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY PLANNING 10179 Huennekens Street ENGINEERING San Diego, Ca 92121 RECORD OF SURVEY MAP NO. 17271, FILED SECTION 4216/4217 OF THE GOVERNMENT CODE IN THE OFFICE OF THE SAN DIEGO COUNTY REQUIRES A DIGALERT /DENT/FICA TION NUMBER BE RECORDER ON FEBRUARY 8, 2002. ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE IE: N 04·55•39• W SURVEYING PH(e58)556-4500 • FX(858)558-1414 ENGINEER or WORK VALID. FOR YOUR DIGALERT I.D. NUMBER CALL REFERENCED BEARINGS FROM OTHER UNDERGROUND SERVICE ALERT AT: DOCUMfNTS/DEEDS MAY OR MAY NOT BE IN 1-800-422-4133 TERMS OF SAID SYSTEM. THE COMBINED TOLL FREE SCALE FACTOR AT STATION VWD-3085 IS 7WO WORKING DAYS BEFORE YOU DIG 0.999939470. GRID DISTANCE -GROUND DISTANCE X COMBINED SCALE FACTOR. ~4ak· .3/z.ijo c; RAYNDLt.lARTIN r DATE R.C.E. NO. 4!1670 EXP. 6/30/06 I ' ' I ALISO, CORTE TAMAR/NOD GRAD/NG/EROSION CONTROL PRIVATE IMP. FOR CORINTIA STREET PRIVATE IMP. FOR ACCESS ROAD LEGEND OF ABBREVIATIONS TC TOP OF CURB TG TOP OF GRADE GB GRADE BREAK BC BEGIN CURVE EC END CURVE HP HIGH POINT LP LOW POINT FL FLOW LINE FG FINISHED GRADE IE INVERT ELEVATION ST STREET RT RIGHT LT LEFT FS FINISHED SURFACE NTS NOT TO SCALE 7W1~,, • TOP . OF WALL TF •· ... · .. ' TOP OF FOOTING DF -·•DEEPENED FOOTING GFF GARAGE FINISHED FLOOR EARTHWORK QUANTITIES* CUT: FILL: EXPORT: . IMPORT: REMEDIAL: 4,500 -CY 0 -CY 4500 -CY • D -CY 0 -CY * QUANTITIES SHOWN ARE FOR BONDING ONLY AND ARE NOT TO BE USED FOR BIDDING, BUDGETS OR OTHER PURPOSES. SHEET INDEX SHEET I Tl TLE I/OTES SHEET 2 KEY MAP, NOTES II DETAILS SHEET 3-1~ PRECISE GRADING PLAN . DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION SEWER MAIN*** STORM DRAIN*** EASEMENT 4" PVC AREA DRAIN 6" NOS SPEE-D DRAIN (OR EQUAL) SIDEWALK UNDERDRAIN (SDRSD D-27) GRAVEL BAGS FIBER ROLLS (SEE DETAIL ON SHEET 2) * CITY OF CARLSBAD STANDARDS ** CONSTRUCTED BY SEPARATE PERMIT ••• IMPROVEMENTS PER DWG 420-4 ----- 181 --- C)c:x::x::x::x::) . NOTE 1: 7WO STORY HOMES MAY HAVE DUAL WASTE SYSTEM IF REQUIRED BY THE BUILDING OFFICIAL. P11f:ING DEPARTMENT APPROVAL "AS BUILT" ~ DATF.:l/-j?D /~ ' (SIGIIED) DOIIIJV£U ,·As3'r. PLAIOOIIG llIRECTOR 67-1 £;(I DATE: 1//20/ob RCE EXP. REVIEWED BY: (SIG 1/ Rl!COIIIIENDED BY: JM.ol-l &oFF (PRIIIT IIAIIE) INSPECTOR I SH1ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT PRfCISE GRADING: LA COSTA RIDGE 21511 LF 553 EA 900 LF 2765 EA 8297 LF DATE DATE U1J 5 NEIGHBORHOODS 2.1 & 2.2 . APPROVED GLENN THOMAS PRU/M,fr ~ ,::::: f l!F"' L,V'~ ~-r j'/.Z~'-ct" ENGINE"' licr "'-"'14 Exe Q9ZJOLO---DATE I OWN BY: I PROJECT NO. DRAWING NO. CHKD BY: '.tS,:)" DATE INITIAL DATE INITIAL CT04-02 420-4D OTHER APPROVAL CITY APPROVAL RVWO BY: tL R \J456\&Eng\Precise Grociing\0456PG01 owg[ 1275lMor-27-2006 09•31 W.0 NO 2350-0015 BIN : ' ' I I ' . EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT TRAVIS ARNOLD AT ((i/91520 761B 2. EQUIPMENT AND WORKERS FOR E:ME:RGE:NCY WORK SHALL BE MADE: AVAILABLE AT ALL TIME:S DURING THE: RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE: STOCKPILE:D ON SITE: AT CONVENIENT LOCAT70NS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DE:VIC£S WHEN RAIN IS IMMINENT. .J. DE:VICE:S SHOWN ON PLANS SHALL NOT BE MOVE:D OR MODIFIE:D WITHOUT TH£ APPROVAL OF TH£ ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DE:VICE:S TO WORKING ORDER TO THE SAT7SFACT/ON OF TH£ CITY £NGIN££R AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE: CONTRACTOR SHALL INSTALL ADDITIONAL E:ROS/ON CONTROL MEASURES AS MAY BE REQU/RE:D BY THE CITY E:NGINEER DUE TO UNCOMPLETE:D GRADING OPERATIONS OR UNFOR£S££N C/RCUMSTANCE:S WHICH MAY ARIS£. 6. THE: CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAK£ NE:CE:SSARY PR£CAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE: IMPOUNDE:D WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURE:$ PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. IJ. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM TH£ FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE: DE:VICE:S SHOWN SHALL BE IN PLACE AT THE: END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT AND OTHER DE:BRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE: BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE:. 11. SHOULD GERMINATION OF HYDROSEEDE:D SLOPES FAIL TO PROVIDE EFFE:CT7VE COVERAGE OF GRADED SLOPES (90,C COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE: DEPARTME:NT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL P£RMAN£NT AND TEMPORARY £ROS/ON CONTROL PLANTING AND IRRIGATION SHALL B£ INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF TH£ STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERT/CAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCT/ON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREAT/ON DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT AR£ GRADED 6:1 OR STE£P£R AND THAT AR£: a. THREE TO EIGHT FEET IN HEIGHT SHALL 8£ IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100!1G COVERAGE:. 2. AREAS SLOPED LESS THAN 6: 1 SHALL B£ IRRIGATED AS APPROVED BY TH£ CITY £NG/NEER, PRIOR TO HYDROS££DING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. TH£ PROPOSAL SHALL B£ SPECIFIC REGARDING TH£ NUMBERS. TYPES AND COSTS OF TH£ ELEMENTS OF TH£ PROPOSED SYSTEM. . J. IRRIGAT/ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PE:R 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 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW} f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. lif:MS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCAT/ONS WHERE 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 BROADCAST/NG BEFORE HYDROSEEDING. OF THE CONTRACTOR. 104 i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSE£D SLURRY AT THE DISCRETION 2. TYPE 1 MULCH APPLIED AT TH£ RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST B£ ANCHORED TO TH£ SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 5DJII' OF TH£ STRAW INTO TH£ SOIL. J. FERT/LIZER CONSIST/NG OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15:f SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. 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 SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT Will NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT JS SUITABLE FOR PLANTING BY: a. ADJUST/NG THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. TH£ ADDITION OF SOil AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. £. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNT7L THE PROJECT IS Pf:RMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROS££DING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. HUNSAKER & ASSOCIATES SAN DIEGO, l~C. PLANNING 10179 Huennebns Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)"i58-4500 · Fx:{858)558-1414 103 PASEoA111t4zo 92 ~ 2 1 ~ 0 200 400 600 SCALE 1 "= zoo· 60 59 58 CORTE 1,!MARINDO 56 KEY MAP SCALE: 1"=200' 54 10 @] GENERAL NOTES I. SE:E TRACT IMP AND EASEMENT PLATS FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. 2. PLANS PREPARED IN CONFORMANCE WITH F. H.A. DA TA SHEET 798. .J. FRONT. REAR AND SIOE YARD DIMENSIONS SHOWN ±. ARE APPROXIMATE. 4. SETBACKS ARE MEASURES TO THE NEAREST VERTICAL PROJ£CTION. 5. Vf:RIFY LAYOUT AND DIMENSIONS AT JOB SITE. 6. SEE ENGINE£R'S PLANS FOR LOCATION OF UTIL/TIE:s. 7. NO OR/vrWAYS SHALL £XCEED IO!IG GRADE WITHOUT A 4' VERTICAL CURVE: AT GARAG£ AND RIGHT OF WAY. {SEE DETAIL RIGHT) 8. PROVIDE GRADING DEPARTMENT CLEARANCE BEFORE FOUNDATION INSPECTION. 9. AU FILL TO BE: APPROVED COMPACTED FILL. 10. LOTS SHALL 8£ GRADED IN ACCORDANCE WITH CITY OF CARLSBAD. 11. CONTRACTOR TO PROVIDE T£1./PDRARY SANITATION FACILITIES. I 2. THE ANGLE OF REPOS£ IS AN IMAGINARY LINE 45' TO THE HORIZONTAL, EXTENDING DOWNWARD FROM THE BOTTOM CORNER OF ANY BUILDING FOOT/NG AND SHALL NOT INTERSECT ANY PART OF AN EXCAVAnON FOR UTILmES, DRAINAGE:, ETC. 13. FRONT WALK PER LANDSCAPE PLANS. 14. ALL DRIVEWAYS SHALL BE CONSTRUCTED P£R SDRSO No. G-14A. 15. GARAGE FLOOR ELEVATION IS AT DOOR (2"FALL FROM REAR) ANO EQUALS GROUND ELEVATION AT HOUS£ LIN£ UNLESS OTHERWISE SHOWN. 16. DURING HOUSE LAYOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON PLOT PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER AND CONTRACTOR FOR RESOLUnON. I 7. WALLS AND FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS. 18. ALL PVC DRAIN LINES SHALL BE 4• SOLID WALL (UNLESS OTHERWISE NOTED), SCHEDUL£ 80, 1 X MIN SLOPE:. 19. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NOS 6 • SPEE-0 BASIN OR EQUAL. ALL DRAINAGE INLETS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY SHALL BE BROOKS 012424-24" SQUAR£ CONCR£TE CATCH BASIN WITH METAL GRATE OR £QUAL. 20. ALL LOT DRAINAGE SWALES ARE: TO 8£ A MINIMUM OF 1.0 X SLOPE. 21. EL£VATIONS ON THIS PLAN SHOWN AS "51.00" AR£ TRUNCATED IN THE ONE HUNDREDS PLACE BY 600.00 AS APPUCABLE:. IE. 51.00 = 651.00 22. SETBACKS FOR THIS PROJECT ARE AS FVLLOWS: FRONT YARDS -15 FEET REAR YARDS • 15 FEET SIDE YARDS • 5 FEET 23. THE: SOILS REPORT 11TL£D UPDATED GE:OTECHN/CAL REPORT AND FOUNDATION DESIGN RE:COMMENOA no NS, VILLAGES Of" LA COSTA -THE RIDGE, NEIGHBORHOOD 2. I ANO 2.2 DATED DECEMBER 5, 2005 PREPARED BY LEIGHTON &: ASSOCIATES SHALL BE: CONSIDERED AS A PART OF THIS PRECISE GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE: RECOMMENDATIONS ANO SPEC/FICA11DNS CONTAINED IN SAID SOILS REPORT. 24. FOR ROUGH GRADING PLANS AND SPEC/FICATONS SEE CITY OF CARLSBAD DWG. NO. 420-4A. 25. STREIT. CURB, ,t, PAD ELEVATIONS ARE PER EXIST. PLANS &: SHOULD BE VERIFIED IN THE FIELD. IF ACTUAL ELEVATIONS VARY FROM THDS£ SHOWN, NOTIFY TH£ £NG/NEER OF WORK AT {858) 558-4500. 26. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED I 1/18/2005. 27. DRIVEWAY PAVING MATERIAL TO 8£ 4• P.C.C. MIN. 28. STREIT ADDRESS SHALL BE LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY FIRE 29. S£WER It CLEAN-OUTS ARE PER CITY OF CARLSBAD DISTRICT. AN APPROVED BACKWATER VALVE IS REQUIRED FDR 30. DRAINAGE PIPING SERVING FIXTURES LOCATED 8£LOW THE ELEVATION OF THE NEXT UPSTREAM MANHOL£ COVER. FIXTURES ABOVE SUCH ELEVAnON SHALL DISCHARGE THROUGH THE BACKWATER VAL~ PROJECT BOUNDARY LOT LINES LOT NO. SHEET NO. COO£. OR/1/EWAY APPROACH ENGINEER OF WORK ~,,,.,/~~~ RAYNO L. MARTIN R.C.E. NO. 48670 EXP. 6/30/06 l"L SIT BACKS PE:R PLAN -A---1 B SIT BACKS ,__PE:R PLAN NO MOUNDING l"L VARIES 5' MIN ' I' MIN. IN THIS AREA (TOP OF SLOPE: 0.5' MIN ABOVE: SWALE &: NOT TO EXCEED FINISH PAO ELEV.) • 5' TYPICAL UNLE:SS OTHERWISE NOTED DEEPE:NE:O FOOTING WHE:N RE:Q'D (SEE DETAIL BELOW) NOTE: WALKWAYS ARE: FOR RE:FE:RE:NCE: ONLY AND NOT TO BE: CONSTRUCTED PER THIS PRE:CISE: GRADING PLAN NOTE: SIDE: SLOPE: RATIO VARIE:s 4' AND UNDER ARE 1.5:1 &: OVER 4' ARE 2:1. TYPICAL LOT EROSION CONTROL DETAIL N.T.S. FIBER ROLL 8" MIN 2" MIN 4• MAX 12" MIN' FIBER ROLL N.T.S. WOOD STAKE .J/4"xJ/4" MAX 4' SPACING --- G4RAG£ SLAB STRAIGHT GFIADE: FROM BACK OF -----• OR/1-f"WAY APPRO,ICH TO G4~G£ SI.AB . NOTE: 1) THE MAXIMUM DR!vrWAY SLOPE, MEASUR£D ON THE LOW£R OR STEEPER SIDE OF THE DR/I/EWA Y, SHALL BE 141'. SLOPES EXCEEDING 14X SHALL REQUIRE SPECIFIC APPROVAL BY THE CITY ENGINEER. 2) WHEN THE MAXIMUM DRIVEWAY SLOPES £XC££DS IOX, INCORPORATE TRANSmONS AS SHOWN ABO~ THIS "ROLL" IN TH£ DR!vrWAY IS INTENDED TO H£LP AVOID BOTTOMING BY LONGER VEHICLES AND TO MAKE THE DRIVEWAY MORE PLEASING V/SUALL Y. DRIVEWAY TRANSITIONS FOR DRIVEWAY EXCEEDING 10% SLOPE N.T.S. SIGHT DISTANCE TRIANGLE (2.5' MAX. HEIGHT OF ANY OBJECTS, VEGETAT70N, SLOP£ & AS MEASURED FROM ROAD SURFACE) PCR cu I \ I\ R PAO R/W TYPICAL CORNER LOT ,i,(l SIGHT DISTANCE SETBACK NTS 3/z,lo, , DATE DATE INITIAL DATE INITIAL REVISION DESCRIPTION ENGINEER or WOR OTHER APPROVAL 4' SE:CTION 8-8 5' MIN J' MIN• SECT/ON A-A N.T.S. EXISTING BERM TO REMAIN AND CONTRACTOR SHALL MODIFY FE:NCE HE:IGHT AND LOCATION AS NECESSARY TO COMPLY WITH CITY REQUIRE:MENTS 12· EXIS11NG GROUND SURFACE: I' MIN H IN FEIT L IN FEIT 0 -5' - 5•-20· 2.5' ?0'-40' .S' DVE:R 40' 10· SLOPE ROUNDING DITAIL (DOES NOT APPLY TO SIDE: SLOPE:S BETWE:EN RESIDENTIAL UNITS) L BLDG PAD £LEV. :., ::i ~~ ,/~~,;x. £LEV. MUST BE EQUAL TO BLDG. PAD ELEV. OR HIGHER DEEPE:NE:D FOOTING WHEN RE:Q'D • 5' TYPICAL UNLE:SS (SEE DETAIL BELOW) OTHE:RWISE: NOTE:D D I SECTION C-C N.T.S. BLDG PLAN VIEW FOUNDATION 1% MAX .6' D.F. SE:C110N D-D N.T.S. D I NOTE; DEEPENED FOOTING DEPTH ON THIS DETAIL IS DIAGRAMMATIC; SE£ PLAN FOR ACTUAL DEPTHS L 2.0' MINIMUM FOOTING Df:PTH (PER ARCHITECTURAL DRAWINGS) TYPICAL DEEP FOOTING DETAIL N.T.S. "AS BUILT" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE CTI:] I SH2ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT 5 PRECISE GRADING: LA COSTA RIDGE NEIGHBORHOODS 2.1 & 2.2 APPROVED GLENN THOMAS PRUIM 91" ~ -~. --,,, r/-' ✓ .. CITY ENGINEER RCE S 1~ EX 0 < ,u, ''l/u7 ~ATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: &ff. CT04-02 420-4D CITY APPROVAL RVWD BY: R:\0456\&Eng\Precise Grading\0456PGOZ.dwg[ 1275)Mar-27-2006:09:33 W.O NO 2350-0015 BIN : 20 20 SCALE 1'=20' HUNSAKER & ASSOCIATES SAN OIFGO, INC PLANNING 10179 Huennekens Street ENQNEERINC San Diego, Ca 92121 SURVEYING PH(B58)558·4500· FX(858)558-1414 60 I I 1:~ -s.//, ',""' -j "·· "· ~~ I I I Lo-r 16 I 55.03' -··--- CID PLAN 1XC PAD=635.30 FF=636.05 ~~'I.Pl;--' \ ·. · · ·\-2~~::. t::dt<c.-- ~~ MODELS, LOTS 12-1 4 Lor t-t ENGINEER OF WORK ~.✓--c/J;,d J/z:1/4~ , RAYO L. MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/06 i I DATE INITIAL ENGINEER OF WORI OPEN SPACE Lor B3 REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL "AS BUILT" RC[ EXP. DATE REVIEWED BY: INSPECTOR DATE I SH3ET I CITY OF CARLSBAD w ENGINEERING DEPARTMENT 5 PRECISE GRADING: LA COSTA RIDGE NEIGHBORHOODS 2.1 & 2.2 MODELS APPROVED GLENN THOMAS PR~MQY ~ ,,. -, -~ . . ~.,l'o/'fiL CITY ENGINEE"'7 RCE 'i "4 EX~ r•u/snn,---DATE OWN BY: PROJECT NO. DRAWING NO. a.s:r CHKD BY: CT04-02 420-4D RVWD BY: 1)£L '1\0456 \&Eng\Preclse Grociing\0456PG03 ciwg[ 1275]Apr-11-2006•08•25 W.O NO 2350-0015 BIN: 59.01' 40.12' / / / LOT 11 LOi 54 20 o 20 ◄O 60 SCALE 1'=20' HUNSAKER & ASSOCIATES SAN DIEGO, INC. PlANNfNG 10179 Huennekens Street ENGINEERING San Diego, Ca 92121 SURVE\'ING PH(658)558-4500· FX(658)558-1414 I I ' ' 7~95' ·Q . i!l :t: - - -- 4. I GF=536.20 22.4 ' 5.3 CD 3. IE PLAN 38 7·3 PAD=636.00 FF-636.75 50.55 I :$', LOT 58 ' OPEN SPACE LOT B8 " c:i c:o I ;- lj I : l 3.2' 6.4' CE;) 1 PLAN 2A PAD=635.30 FF=636.05 I I :Ii --, I ' M . 1 I I I GF=635.50 fo10 '°')<:; Co\) j eo":!eo ~ "?'0 q_ 1 eo":! q_ 't <,_\I/ ,vs, / ~ I I LOT 52 I ( 25.87' ~-~~- :1 I I • 1 I H ~ c:o ·" ;;-; :1 " ..... .. " ' ..... " ;If--+< I / o·'S.. "'- / I ".. 702' 1· PHASE 1, LOTS 5-10, 65, 66 ENGINEER or WORK RA ND L. MARTIN R.C.E. NO. 41!670 EXP. 11/30/06 '•, ., '• I DATE LOT 57 \ \ -..... -..... -..... LOT 4 "AS BUILT" RCE ___ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE l----+--+-------------+-----1----+---+-----I I SH4EET I CITY OF CARLSBAD I SH1E5ETS I ~===--====E:::N:::G=:IN:::E::::E::::Rl:::N:=G:::D::::E'::P:::AR::::T:::M::::E::::NT:::::::=::::'._.':::=== DATE INITIAL ENGINEER OF WOR DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING: LA COSTA RIDGE NEIGHBORHOODS 2.1 & 2.2 PHASE 1 APPROVED GLENN THOMAS PRUIM 9r DWN BY:~~~- CHKD BY· ll 'it RVWD BY: ---2'-t-~- . 74 EX PROJECT NO. CT04-02 ~/,-/e<,,. ~ rDATE DRAWING NO. 420-4D R:\0456 \R.F. ng\Precise Groding\0456PG04.dwg[ 1?7'.'JlApr-11-2006:08:34 W.O NO 2350-0015 BIN: 20 0 20 40 SCALE 1 '= 20' HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 Huennell.em Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858).55M414 LOT 5 LOT 88 50 15.5'' 4' '°"• I //;·'>------'111 I I :1 I I : I : l CD PLAN 2C PAD=619.70 FF-620.45 11m GF=619.90 ) I 89.40' *GF=620.15 1 . 7, 16.0 I H 3.0' ffi CE) PLAN 1XCR PAD=620.40 FF=621.15 l!1FI --- I ! r- ·,., jl OPEN SPACE LOT 08 1 ,,.: . 1 'j.Lj11,,.,.__tJ,. 3. 0 ~-..-'111+-./ i 1 g_ C[) PLAN IA PAD=612.00 FF=612.75 ll1ll 3. 0 '...' -1-1-.1-cv· PLAN 30 PAD=607.00 FF-607.75 mJ 1 . ,--_;H_P-.-1, 4.5' HP 5.0 • ! J.o· H 15.5' GF=612.20 " ...... ,r-'t-c,,._~~~ I L ~! GF=612.70 83.50' BB.BO' ;J.,) -, Jl I -~ . ' , . PLAN 3BR PA0=612.50 f-T=613.25 1 PHASE 2, LOTS 1-4, 67-70 , I : i ! ii i ' 6.0' " t.., " 16.0' I -I I I I L- r I I />' 1 17. 'I I 1 I :r I t I I " I " &: : I I . " / I l I I l I I 1 '--- JS.2J', ~ 7 GF=607.20 - ,,, i', B.J.?O S· ""°" . -· •.. • CJD PLAN 20R PAD=607.40 FF=608.15 11m ------- I i /\ l, /42.84\ 'I, ENGINEER Of WORK R~-;:~~ .,rz.r/4<: DATE R.C.E. NO. 48670 EXP. 6/30/06 ' I , H " "' 1. I J.o· J CT:) PLAN /XC PAD=602.8 FF-603.55 GF=603.00 L -6.54' 0) i:l 0 19.B'I - :1 ~ : l '!----1\#--- 1 >-~11 t CID PLAN 1XAR PAD=601.00 FF=601.75 1t I I --- I l ' I i' I <:,0' \ isg\ ' I DATE INITIAL / / ENGINEER or WORI REVISION DESCRIPTION \ \ I \ t \ ~ \ . l I I I:! I I ~ I ! DATE I I / i I LOT 71 INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL ' \ ' I I ' I I ' I I "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SHSET I I SH15TS I CITY OF CARLSBAD ENGINEERING DEPARTMENT PRECISE GRADING: LA COST A RIDGE NEIGHBORHOODS 2.1 & 2.2 PHASE2 APPROVED GLENN THOMAS PRUIM8Y' ~ ~uv~a~ y.z~• Cl EN(';INEE ¥cC1 7 EXP 09/JO/O DATE OWN BY: PROJECT NO. DRAWING NO. 12. ',;'.f' CHKD BY: CT04-02 420-4D RVWD BY: 21&.L R,\0456 \~Eng\Precise Groo 0 g\0456PG05.ciwg[ 1275JApr-11-2006:08,25 W.0 NO 2350-0015 BIN : II 20 SCALE 1'= 20' HUNSAKER & ASSOCIATES SA~ DIEGO, INC. PLANNINC 10119 Huennektm5 S~ ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX{858)558-1414 40 60 --- / 0 0 N \ Lor 70 \ \ ·· .... /~ \ •' I I / I \_.... ' \ \ I \ I-.~ 70.30' "' o; "' .. ~B..1..1; ~41 \ 12.0' 35.15' "'~ t.,,. / l ,,-------- I ,------ I I I O[CK I ~-,----'--.., I '-------i I I 79. 7 H GF=580. L --• -1..1-~J.O' . I I j 7 I I j I 7. H I I . -- l.... <® PLAN 38 PAD=580.30 FF-581.05 l!!E <ID PLAN 2CR PA0=579.60 FF-580.35 IBlll 6J.21' 9 "······ L····· 3. 0 C\' ..,....._ --,..1-~J.O' 71, Cffz) PLAN IA PAD=571.50 FF-572.25 l!!E ffi GF=571.40 L- Lor 7a -'~~..II I ~ 11 ~r--~ f LOT 74 I > 17. ,I \ L . J.oo· ii OPEN SPACE Lor 102 I I LOT 84 "AS BUILT" DATE RCE ____ EXP. ___ _ PHASE 3, LOTS 71, 72, 85-90 REVIEWED BY: ENGINEER OF WORK ~~a,a-it_ RONOL MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/06 I INSPECTOR ATE l----+--+-----------1---l---1-___j----i I SH6EET I CITY OF CARLSBAD ~5 ~==::'....:===E=NG=:IN:.::E:::E:::Rl::::N::::G:::D:::E::::PA:=R::::T:::ME::N::::T===-'L!U=== DATE INITIAL ENGINEER OF WOR ' ' DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PR£C/$£ GRADING: LA COSTA RIDGE NEIGHBORHOODS 2.1 & 2.2 PHASE3 OWN BY:~--- CHKO BY: R','.\"" RVWD BY: '!>£ J- PROJECT NO. CT04-02 DRAWING NO. 420-4D R:\0456 \&,~-ng \PrPcise Grooling \04 56P(J0h.ciwg[ 12 75JApr-11-2006:08:27 W.O NO 2350-0015 BIN: ' I 20 0 20 SCALE l '= 20' HUNSAKER & ASSOCIATES SAN DIEGO, INC. PLANNING 10179 Huennek@M StreM ENGINEERING San Diego. Ca 92121 SURVEYING PH(858)558-4500· FX(858)558-14U 40 60 OPEN SPACE LDT 101 \ \ \ \ \ OD PLAN JAR PAD=566.20 FF=566.95 5.0 I I LD1 72 \\ ' I \ I \ \ \ \ '----:--:-------::----.------.--...,.J.'25~9.,2,582'..:'_-,----,,-----~-"-------l I ..-,. 81.Jl' 78.21' \ \ \ \ \ \ \ t' I • I ,, I / / ;I t I , I 1: 66. H ~J.7.0' <JD PLAN 1XC PAD=565.00 FF=565.75 CORTE CJD PLAN 2DR PAD=566.20 FF-566.95 5.0' 6 H c.,. ~.., -cc . 4. HP I 0. 5 ,,..__,f----1 'SO I : I ,:::1: I I I 1 ;:_; 1 l 11 ~ : I : I lj I r----· - Ir -- 111 r------ 1 OPT DECK I I :r I I I I I • I 'i 62. I GF=56J.70 -1 -io.o· I I I 2.0X C[E) PLAN 1XAR PAD=563. 70 FF-564.45 Gr> ~66.,...,i. ,....y;,,i PLAN 30 PAD=563.50 FF=564.25 !Ml 78.38' / C, ~ ---iii~ ---,/ I I f PHASE 4, LOTS 73-77 ENGINEER OF WORK I I I I \ \ \ \ \ \ \ I \ \ ' ' I \ ' ' \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 7- 1---t- \ \ ' ' I _1.--- 1 \ ' I j . >I ······.~ \ / LDT 87 LD1 88 ,1---- \ ~-r1r •-~ cf-............l;~ ' ' I . I i i LDT 86 LD1 84 "AS BUILT" DATE RCE ___ _ EXP. REVIEWED BY: INSPECTOR DATE l--------+--+-----------l----e-----l-----1-------11 SH7ET I CITY OF CARLSBAD ~5 ENGINEERING DEPARTMENT L__!U ~P::::R::::[::::C/::::S:::;[:'._G~R:::4::::D=IN::G=, ==========~==::::; LA COSTA RIDGE NEIGHBORHOODS 2.1 & 2.2 PHASE4 APPROVED GL[NN THOMAS PRU/Md/'" ~/1hMJt_ RAl'lDL.IAARTIN J/ZJ/o_~~~-~-DA_T_E--t-,N-IT-IA-L-+-------------------+----+----l-----1--~-D-W_N_B_Y_: ____ ~:'.::=p:RO:J=E=C=T~N~O~.~~~D=RA=W=IN=G=N=:;O. DATE DATE INITIAL DATE INITIAL CHKO BY,-~g~~--CT 04-02 420-4D • EX O ~,,;ro/orrE R.C.E. NO. 48670 EXP. 6/30/08 REVISION DESCRIPTION O • ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL RVWD BY: t.- R:\0456 \&.Eng\Preclse Gro,ollng\OL56PG07.dwg[ 12 /JJApr-11-2006:08=28 W.O NO 2350-0015 BIN: 20 0 2,...0 ____ 40 60 SCALE I'= 20' HUNSAKER & ASSOCIATES SAN DIEGO, INC. PLANNING 10179 Huemekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(8!'i8)558-4500· FX(858)558-1414 LOT 86 28. /0' I I "s •• n :11r ~ H>' ii 1 s• 7 rr: i · :,_j,:; It ~ 111/ GF=556.60 L/,,_ i"' I I I I 9.9o' L - LDT 77 I- L 38.66' , 0'o ______ ____,J LOT 78 I ! OPEN SPACE LDT 102 I \ I \ \ \ \ ' \ \ 4.0' .... , 136.33 I \ \ \ \ I r l,_ ,(,J_? I 3~.0 IC 4' 4 ,-r. V 40.3 It , '. 80,04' I I I I I -3.0' I I l 19 :;o' ,......'<c-__ 1, PHASE 5, LOTS 78-84 I\ L \ • ! "'J" I \1 I I I I I) -: I/ I 1---2 r.2· + 1-'-l _k.-,J:---'n':"t----.--~---1-,;.1~l1L'---1 1 ' ,,. , rr. ',_ '81'1 ., , Tr r __,... I I "29-:J 7E. ~ 2ti./'J IE '--=-----I PLAN 20 1 1 II PAD=532. 00 I ;Jf'• FF-532.75 : I /l'T--_;,;_~ ll1El I . : 11 [ / I j v h ~I I ~ ""-)-. _J ~ / GF-532.20 / i "'Tll r"' LO.D ,, ~l v/ I / i I I / \ ~ ' "-----.~-41, ~ - 50.57' •.:,•'I '1?Tr ''II;> , Lri.O IE'\ ~--I ~,.· :::·: ·~1.f-''!+i"tr ~'JtT~ L -_,. ~·--_,. ~ ~ , , ,d.3 It. _ .---'CJ ~---~ ~ OPEN SPACE LOT 101 I , / I I I I "AS BUILT" RCE ____ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE t----+-+----------+---~_j____j___J I SH8EET I CITY OF CAR LS BAD ~5 ENGINEERING DEPARTMENT ~ ~P;,;R~£C::;/:;S£~G~R::AO~IN;:G~,::::'.::::::::::::=::::::=:::::::::::::.:::::::::::::::::=='....':::=~ ENGINEER or WORK ~4~ .ylzs/46 R~ARTIN DATE DATE INITIAL R.C.E, NO. 48670 EXP. 6/30/06 ENGINEER OF WOR DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LACOSTA RIDGE NEIGHBORHOODS 2.1 & 2.2 PHASES APPROVED GLENN THOMAS PRU/ 8Y' OWN BY:~--- CHKD BY: il $3" RVWD BY: vfll-. . . 74 EX PROJECT NO. CT04-02 DRAWING NO. 420-4D R•\0456 \&Eng\Precise Groding\J-'56PG08.dwg[ 1275lApr-ll -2006•08•30 W.0 NO 2350-0015 BIN: I I \ I ' I ' I ' ' ( \ I I "' I "' "'· \ I ( \ / I , , 28,6 I \ 2;.:.0 ____ 40 SCALE I'= 20' HUNSAKER & ASSOCIATES SAN DIEGO, INC. Pl.ANNING 10179 Huemelo;ens Street ENGINEERING San Di@go, Ca 9?121 SURVEYING PH(658}558-4500· FX(858)558-1414 11 / I LDT 87 LD7 88 LD7 85 ~:-;:;:-;-;;;;---;;i:~Ri"T----'--i,-------274:!,_.8§!6~'.+-·----..,....--~--j_---c;;;"n""I.IS[--["""----~ ji '-,I!':~,-,/,,!"-~ll..69.83' ,._, 76 32 ·Q "' Wt,"-' ~::t ~ ~~ ~:c 6 ~ . .,,._ .. ---· - -j -----<It,... "' c:, c:, 106.97' 41 1 s GD PLAN 1XCR PAD=641.10 FF-641.85 Cg) PLAN 2D PAD=641.50 FF-642.25 9.0' 7.6' -;--~ -----------........ i: . 1 ~. l I l I !t 9.2' l : l 1. -I c:, .. J CJ.D PLAN 2AR PAD=642.10 FF-642.85 s .. 41 1 f. .4 .. 0 IE l 6.8' l F=642.JO -!!.4.J.A.!fi...\--"1 I ,, 4 4. TG I GD PLAN IXA "' ---- GF=642.50 41.6 TG 40.2 1.9 H PAD=642.30 FF-643.05 c:, . "' 0, "' ~I ,- I -a C, ~ \~ -3.0' 4. H 6.7' <ID PLAN 10 PA0=642.00 FF=642.75 •, ·• I 41. TG . I 1. : \I I I I 4 " 0. I 4 -I GF=642.50 <3£) i1l\ ~-~\ \I PLAN 3BR \ , , PAD=642.J0 / I \ FF=643,05 7.o· I 4 . TG I 4. I OPT1 O[CK I ---- GF=6J8.20 .6 7.0' 3.0' ~-j 7.4' .. ~, :l l @) PLAN IA PAD=6JJ.80 FF=634.55 ll1ll \ I GF=6J4.00 I .-~'F~ JJ 1 c 1.0 I - 5 0 , ,·,:_'-7 .4 .:·' - 82.40 .. . ' . . __ l CID PLAN 2CR PA0=63B.60 FF=639.15 lllFl I '~, \ ~,./\\I I '1 11 -· J.O''➔ -'-+'1-I I I 7.0' \ fa ll GF=6JJ.90 LD7 88 5,0' 29.20 H GF=629.70 iso ,g I' I I I __ ; I I I I I I : ll I I i---4---1 19, 4' -- -_..,,,, i I 0D PLAN 30 PAD=629.50 FF=630.25 ll1ll GD PLAN 1XCR PAD=62B.50 FF-629.25 ...... LD7 8B LD7 70 • 'o'o -'o· ·a. 14.7J' ~:,: I I -I ,---·-"' -I . I I C) I 0D '">I •✓ PLAN 2A '.\ 12.4' PAD=626.J0 FF=627.05 1\ H I -~ -I 1\ ~ '.i} 7 'I ' I 24 ], j /I GF=626.50 ,____'"> r -........ OPEN SPACE LD7 101 OPEN SPACE LD7 101 ,._ ----·---·-- 91.29' 11.55' LDT 51 LD7 60 60 . /\ / \ 52.84' " 0, " (\J LDT 49 50.67' "AS BUILT" LDT 48 PHASE 6, LOTS 52-54, 62-64 & PHASE 7, LOTS 55-61 OPEN SPACE LD7 102 DATE RCE EXP. ___ _ REVIEWED BY: ' ! I I , I I, I i 1 INSPECTOR D.,_TE .----t--t----------+--1-___jl----l----11 SH9ET I CITY OF CARLSBAD ~5 ENGINEERING DEPARTMENT l___!,U t---j---+----------------i---i----1-----1----1 ~P;R::;E::::C/:;SE~G;R:=/\D::::l=N::::G::====:==::::=:':=======:'..':::====~ LA COSTA RIDGE NEIGHBORHOODS 2.1 & 2.2 r----;;:-;==--;c-;:,.-:-:-::=-----t,_ -_ -_ -_ 1-t -_ -_ -_ tt--_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_________ -_t-1-______ t+ __ -_-_t-1-____ -f---1 ____ -_jf========~P~H~A~S~E~6~&~7====d ENGINEER OF WORK I APPROVED GLENN THOMI\S PRUIMQT' ~ _ L I ; t---i---+---------------11---1----1---1----1 . ~ EX y-1,,t!,f,-E ~~~/<~-/,/?,::,.,::'a,,..ti-=:..............,3::::,.,f2.'..!:,:zj'~'JO:'..G!...6 ~DW:==N ;=BY: =~~~~~_..":::-==___=:::~~~1~== RAYNDL.MARTIN ' DATE DATE INITIAL DATE INITIIIL DIITE INITIAL CHKD sy,"']i;SS PROJECT NO. DRAWING NO. R.c.E. No. '4B67o EXP. s/30/06 ENGINEER or woR REVISION DESCRIPTION orHER APPRovAL c1Tv APPROVAL Rvwo eY, Pee ~--C_T_o_4_-0_2 ___ . 420·4D R,\0456 \&Eng \Precise Gr oding \0456PG09.dwg[ 1275JApr· 11 ·2006,08,29 ! W.O NO 2350-0015 BIN: C t0 ~ 0.4=a,, .,, I\) .... 0 (J1 Ji. C LOT 52 • \ ·\· \ \ ' \ • • . . . . \ \ \ . . • . • \ \ \ \ \ \ \ \ \ HUNSAKER & ASSOCIATES Pl.ANNING ENGINEERING SURVEYING S.-.N DIEGO, INC 10179 Humnekens Stl'Mt San ~. Ca 92121 PH(858)558-4500· FX(8:sift)558-1414 \ r \ \ \ ,.._~~ \ \ \\ \ ~ \ 26.5' I I . I I i I __ ,-J I I ! i ~ I I 1 I <.:i I I 1 ~ , . C, i 0) f I I i I I I I LOT 58 ,- 11-6~. I I ~\ \ I LOT 54 I LOT 55 -------.s;, I ''-"'---<9. I ..... ' ~,,,: ----\ H I I I/ i<, I \13.2' I I CID •.____, PLAN 2C PAD=651.J0 FF-658.05 l!1EI I LOT 58 45.47' \ I I I I I I I:---1 -~.,, I I I I --.. OPEN SPACE LOT 100 I I 20 40 60 SCALE 1'=20' fii·! !!~-<:/ I ,, OPEN SPACE Lor Ba 78.6/' PHASE 8, LOTS 29-32, 45-51 , I : i I. I 64.00' "AS BUILT" RCE ____ EXP. ___ _ REVIEWED BY: INSPECTOR PR[C/S[ GRADING; DATE DATE ~ L!U LA COST A RIDGE NEIGHBORHOODS 2.1 & 2.2 PHASE8 ENGINEER OF WORK APPROVED GL[NN THOMAS PRUIM er .,t,_ CITY ENGINEE EX ¢"~ '7'5~ .. ◄ .. Vc .. J..n:.<:..=:'.)4.:s..._,,~-.. 134,~£4---'---'~,,;,,::/2.£?c:,.?.;t,'~.IL61L .-D-AT-E-rl-NI-TI-AL-j------------------+---l---i---1-----1 ~D;:W;N=;:BY=,~~~~~=-=-~~=-=-:p_:_RO::..J=-E=-=cr-=-=N-~O~.~~~~D'.::R=A=w=,N=G=N=O. ~A ND L. MARTIN DATE DATE INITIAL DATE INITIAL CHKD BY: 11,\;C R.C.E. NO. 48670 EXP. 6/30/06 ENGINEER or woR REVISION DESCRIPTION OTHER APPROVAL ciTY APPROVAL Rvwo BY, Qc.P..,, CT 04-02 420-4D I , I R,\0456 \&Eng \Pree, se !,roding \0 456PGOlO.dwg[ 1275JApr -l l -2006,Q □,2 9 W.O NO 2J5O-OO15 BIN; ~ bG'> 0~ 'Tl I\.) ~o (J1 ~ C 20 PLANNING ENGINEERING SURVEYING 0 20 SCALE I'= 20' HUNSAKER & ASSOCIATES SAN DIEGO. INC 10179 Huennekl'!ffl Street San Diego, Ca 92121 PH(858)558-4500· FX(858)5'ft.1414 LD7 45 7 H 40 60 I I I 1,1! [/ : I OPEN SPACE LDT 08 I f'. 13.76' PHASE 9, LOTS 41-44 OPEN SPACE LDT 100 17.03' ENGINEER OF WORK RA~~4aL· R.C.E. NO. 48670 EXP. 6/30/06 DATE I LDT 40 ~ "AS BUILT" RCE ____ EXP. ___ _ DATE REVIEWED BY: INSPECTOR o.-.rr t---+--+------------+---1---1----i-___,j L!LJ CITYEN~~RINf t~~~~AD rn DATE INITIAL ENGINEER or WORI DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING: LA COSTA RIDGE NEIGHBORHOODS 2.1 & 2.2 PHASE9 APPROVED GLENN THOMAS PRUIM Br- A ., . -A. -. •.L ~ f.. ;Ii -,:,. Cll'Y cNGINEER~CE 5~4 EX" '"" ,,n//4'rDATE OWN BY:~--- CHKD BY: /l, C,;f RVWD BY: QE ,..___ PROJECT NO. CT04-02 DRAWING NO. 420-4D R:\0456 \&Eng\Precise Gro.ding\0456PG011.dwg[ 127~) IApr-1.1-2006:08:30 W.0 NO 2350-0015 BIN : i 0 :E ~G) 0~ .,, I\) ... 0 <.n J:,. 0 20 60 SCALE 1'=20' < \ HUNSAKER & ASSOCIATES SAN DIEGO, INC. PLANNING 10179 Huenneke111 Street ENGINEERING San Diego, C.a 921n SURVEYING PH(858)558-4500· FX(858)5~6-1414 76.00' ' \ '\ \ \ \ \ \ \ I \ \ I / I - I I I I /I ;I 1/ II /I I I I I i I I I I \ \ I \ I I I I \ , ' \ I ' \ ' i \ .\J ~ c,, I -- \ \ \ \ \ \ \ \ ' \ \ \~~ \~ i \ ' i i \ ! l l-©~ I ! p \ I ! ! . ' I i \ ' ' ' i i ! i \ ! ' \ \ ' \ ' \ ------64.89' OPEN SPACE LDT 100 . "' c; "' \\ ! 6 . \ \ . .. ___ ' . -~:-~:~---.•. _______ _ v-r....i.-.+-r-r"""f;1e""2 .. i"","~. 26.84' PHASE 9, LOTS 33-40 --- • "-'Ct:, I\ <i. I ···-- --·------~~\ -·--r. ___ -··-.. ' . ._, __ I ,--.,_ ... 41.J,5• OPEN SPACE LDT 100 . ~~· ....... '• --i,,) . .... I . i ----f----- I .... ""·-. .,, I I I ---- I / ! I / I I I ( RCE / / / REVIEWED BY: INSPECTOR ------ "AS BUILT" EXP. E===jF==~~=======================i====E===E===E==j w C ITYEN~frRINf !~~~~AD LA COSTA RIDGE DATE DATE ~ ~ t~~~~~~t~~=-=-it _-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_----++ _-_.:: _.::_.:: _= -1~ -~~~1~~~~~1~~~~lj PRECISE GRADING: r----,=-.,-,,,-.,-,:;;:c;;,-,;;.:---c=::----_Jt===f===t====================~===3===t==j===1 NEIGHBORHOODS 2.1 & 2.2 ENGINEER Of' WORK t==t==t-------------~=+==r==t==t PHASE 9 t===t.::=-t------------------t---+====i===r==J APPROVED GLENN THOMAS fRU!Mdt' ~,. · < ~ /. /"""- c1TY ENGINEER RCE 51P4 EXP, 09/30/oV,,_om R OND L. MARTIN DATE DATE INITIAL R.C.E. NO. -48670 EXP. 8/30/06 ENGINEER Of WOR DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL OWN BY: ___ _ CHKD BY, p.~~ RVWO BY: S)i1:L -c . c pr-1>2COf>,Q8,32 R:\0456 \&Eng \Precise Gro.ciing\04 ::::,r. =1G012.clwgC 1 -75JA PROJECT NO. CT04-02 DRAWING NO. 420-4D W.O NO 2350-0015 BIN : LDT 17 20 0 20 40 60 SCALE 1'=20' HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 Huemekem Street ENGINEERING San Diego, Ca 92121 SURVSYlNG PH(858)558-4500· FJ((e58)55M414 I I I I , I I ~ OPEN BPACE LDT B8 3.0' I It! I 'r--~ 40.0 HP ··-······-----.. ·-· ~ . _____ ..... 32.20 0.0 H I j I I I I I :! I I 3.0' LOT 14 88.38' CI£> PLAN /XC PAD=639.40 FF=640.15 \ \ ----1 I i I I \ \ \1-,} \c.,. \ t\ I 23.0' I I I I \ ' I 1:1 H= ! I I I I ' ! I PHASE 10, LOTS 11, 15, 16 I I I I LDT 13 I I \ I I * I I 20.00· I I I I / I LDT 12 I ... -""::~ ·- . --"-~----~~-....__ __ ....____. Lor Ba OPEN BPACE LOT B3 "AS BUILT" RCE ____ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE t----t----t-------------+--+-,-J,f---f-----l CITJ cirvENG~rRINf !~~~~Ao L!TI PRECISE GRADING: LA COSTA RIDGE NEIGHBORHOODS 2.1 & 2.2 PHASE 10 ,-----=-==~=-cc-~~-----11t-_-_-_--ti_-_-_--+t _-__-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_--1-t-_-_-_-4-t_-_-_--it_-_-_--1-t _-_-_J--n=========~~~~~====d ENGINEER or WORK APP_ROVED GLENN THOMAS PRU/Md/' .,., ~ ~ ': ,.,~~-~--~:;;.== "f J,,o/_,. . ., . ./ /.J,41_ -.,,:.__ CITY ENGIN~ RCE ~4 EXP ,,u 'J'ln.YoATE -·. ~DL.. ~~ ,3/c3 fel, DWN BY: -"""'L....-PROJECT NO. DRAWING NO. RA ND L. MARTIN ' DATE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ii.:,.:( CT 04 02 420 4 R.C.E. NO. 48670 EXP. 6/30/06 ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY, 2€6 --D R=\0456 \ e. Eng \Precise Gro.ding \04 56PG013.ciwg[ 1275]Apr-11-2006:08:J 1 W.O NO 2350-0015 BIN: 20 0 20 SCALE 1 '= 20' HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING ,om Huemekens Street ENGINEERING San Dttgo, Ca 92121 SURVEYING PH(858)55B•4500 · FX(858)5511-1414 LOT 21 -40 60 6.o· .. 4.o· : j 1 H I I 111 : j I . F-651.90 !ii '" J I I I OPEN SPACE LOT B4 GK) PLAN 2C PAD=657. 70 FF=652.45 HP ~ >: j -I I ~I 81 ~1 i1 --f " "o,,;.:l'F:'~~" -~~---I TG :,,_ • • ·, .. : I I -¼.-----z'oo a<"· ----,-· CXJ~ ~.J· 74-~0 . 20' WATER E:ASE:I.IE:NT G~NiEO TO CARLSBAD MUNICIPAL WATER DISTRICT REC. 6-14-2004 DOCUMENT FILE NO. 2004-06554136 8.8' 4 4 C[E) PLAN 1D PAD=649.80 FF=650.55 49.") T~ 46. l ffi 32.30' 1 OPEN SPACE LDT B4 CJD PLAN 2A PAD==646.50 FF==647.25 / p HASE 10, LOTS 17-20 ENGINEER Of" WORK ~.~.t:· J/4Jfap' DATE INITIAL RAYO L. MARTIN DATE R.C.E. NO. 48670 EXP. 6/30/015 ENGINEER OF WORI LOT 18 "AS BUILT" RC[ EXP. DATE REVIEWED BY: INSPECTOR DATE 1 5 14T I Lill CITY OF CARLSBAD ENGINEERING DEPARTMENT 5 PRECISE GRADING: LA COSTA RIDGE NEIGHBORHOODS 2.1 & 2.2 PHASE 10 APPROVED GLENN THOMAS PRUIM ar A ~e.~i'.7 ~r:.·.C. r6~t«-c1TY ENGINEEifi7iicC4 Exe ogz,3010 DATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: a.~:r CT04-02 420-4D REVISION DESCRIPTION OTHER APPROVAL R\'WD BY: Qfl! CITY APPROVAL R•\0456\&Eng\Precise Groding\0456PGD!<,ciwg[ 127:J•cr-11-2006,CB 31 W.O NO 2.350-0015 BIN : I r - - - 2. Ti 21.3 I~ 7.7' ~ PLAN 3DR PAD=623.00 FF-623.75 HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 f-lffflnekens Street ENQNEER.ING San Diego, Ca 92121 SURVEYING PH(858)SS8·4S00· FX(858)S58-1414 -- / I - ,1 I 11 .o· 7 T I I 62.28' <Ir) PLAN 1XCR PAD=628.30 FF=629.05 15.4• 1 1 I 3. 0 C.,' +-1-~ 7.9 H -~ 32.8 TG 30.4 IE~ PLAN .JAR PAD=633.50 FF=634.25 um ~ 11 1+--J7.6' I / I ["""""""( . ..,", I ·. . DECK .. \ I I I -'s ! <.9_,,.. OPEN SPACE Lor Bo ,------,73","_ii'.04:i'•----,---~ ~Q -~ t")l::C: ----""' . . -.... I 16.8' 6.0' 1~~. --;-:~~~:71 I ~")-4711' 34.03' \ ,,- I r ------ --- '.'-J C, I '! I 3.0' I I: J1 ~~ 11'-</ I I "'"'· /...1..r--\_ •I CID PLAN 2CR PAD=639.20 FF=639.95 121.El H 38.5_ TG J6.o I F=639.40 I I Hll--4~1.-IQ F-+ciillnl L-,~_-.L-l"+.---1'-m..,/ • 4.0" en I' I ' "~ 11 . I I "-,,., -C) ·" "' 'J 11: I I . I ~ I I I I I /" i<'. ! ... ,"-, 7 .77' -61.85' OPEN SPACE Lor BB 5,0' 43. HP -~-- a '3 --6~ GD PLAN /DR PAD=643.50 FF-644.25 ll1ll 4 1 H ~ 12.4' \ PHASE 11, LOTS 21-28 ENGINEER OF WORK ROND L. MARTIN R.C.E. NO. 48670 EXP. 6/30/06 i ,1 I I I I 11' I I I I I .. ~,,,,_ I I~ ~ I DATE .,., I ·J: '9 I 'i', I o. ,,-- ~& ? ----· ' --·3.0' r------1 I ! 5.0' I DECK I 46.5 44. CID - PLAN 38R :1 : ~ 1· PAD=647.20 4. FF=647.95. GF=647.40 I I ~I I I ilr· I 20 0 OPEN SPACE Lor B4 ... .;& -- OD PLAN /AR PAD=651,60 FF=652.35 ' . 20 SCALE 1"=20' - • I --.... I I I I 3.o•·.._.~....,. 1 4 H GF=651.40 40 60 Ti I RCE 39_55' aD PLAN 3D PAD=652.20 FF-652.95 I <c c:, I I i I .o· 7. 5 • 1---.Ll r OPEN SPACE Lor 11a "AS BUILT" EXP, ___ _ REVIEWED BY: INSPECTOR DATE DATE t-----t----+----------+--1------1----!-----I ~ CITY OF CARLSBAD I SH1E5ETS I L__!U ENGINEERING DEPARTMENT DATE INITIAL ENGINEER or WOR DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING: LA COST A RIDGE NEIGHBORHOODS 2.1 & 2.2 BUTLDOUT APPROVED GL[NN THOMAS PRUIM dt' OWN BY,~~-- CHKD BY, P,$:f RVWO BY, J)f: ~ EX PROJECT NO. Cf 04-02 ,,,1,.;.&. or-~ 7 DATE DRAWING NO. 420-4D R:\0456 \&Eng\Precise Grading\0455:J:::iOlS,ciwg[ 1275JApr 11-2006:08:32 W.O NO 2350-0015 BIN: