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HomeMy WebLinkAboutDWG 435-1A; PD 05-12; SMITH RESIDENCE; 01-05GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 1106 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY 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 CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. 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. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER W1U BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CER17FICA TE 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 OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF 'A" AND A SIZE CATEGORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SEC170N 301.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERM/TS FROM I'r/E BUILDING DEPARTMENT. 6, NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS W1U BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPR/A TE SHEET OF THE PLANS AND 171E TITLE SHEET. 9, ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS 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 MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABOR A TORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT W1LL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR W1THIN TWO WORKING DAYS OF THE COMPLETION OF FIEW TESTS. 13. A SO/LS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTI.INED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN 171E FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE W1TH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE • EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS //'/VEST/GA TION. DAILY FIELD COMPACT/ON REPORTS W1LL DE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCT/ON MEETING SHA/ l BE Hl'ID AT THE SITE PRIOR TO THF fJFGINN/NG OE WORK AND $HAil BF ATTENOW BY All REPRF,FNTA JJVFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK, THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CAUING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PR/OR TO STARTING CONSTRUCTION. THE CONTRACTOR \\iLL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAW1NGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED 8 Y THE PROJECT INSPECTOR AT THE MEE:TING. 15. ALL INSPECT/ON REQUESTS OTHER THAN FOR PRECONSTRUCT/ON MEETING ¾iU RF MAO£ RY CAI /ING llif FNG/NFER!~G 24 HOUR INSPECTION REOIIESI I/NE A[ C619) 438 3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPEC170N IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2. 00 P.M. W1LL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH 171E DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN 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 TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THF Pl AN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THF CONTRACTORS £XP[NSE, A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLAS17NG PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED W1THIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS W1LL CEASE IMMEDIATELY, AND THE PERMITTEE W1U NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UN17L THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERA 170NS 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 SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING DF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL 8£ DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THF CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY \\iTHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. AU AREAS SHAU BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHAU HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE 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 DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT /N A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A $/TE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHAU BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE 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 MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. NIA AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS W1TH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE W1TH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MIN/MUM D-LOAD OF 1,350. FOR PR/VA TE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED W1TH 3/4" ROCK PER SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD 3034 FOR SDR 35 SOLID WAU PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE W1LL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WlTHI.N 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 WII'rl THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED U17L/TY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR TIIEIR FACILITIES AND SHALL COORDINATE THE WORK W1TH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7343 PACIFIC BEU (800)892-0123 ADELPHIA CABLE COMMUN/CA 170NS (760)438-7741 COX COMMUNICATIONS 6760)806-9809 CITY OF CARLSBAD(STREETS & STORM DRAIN) 760)434-2980 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) 760)438-2722 'SAN 0/EGUITO WATER DISTRICT (760)633-2650 '!.EUCADIA COUNTY WATER DISTRICT (760)753-0155 *VALLEC/TOS WATER DISTRICT (760)744-0460 'DLIVENHAIN WATER DIS TR/CT (760)753-6466 "BUENA SANITATION DISTRICT (760)726-1340 *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {11.06.170(8)/ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {11.06.190(8)} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TTNG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGA 170N ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPAC/17ES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE W1TH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY 171E CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT /S ISSUED \\iTHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO DE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SO/LS REPORT TITLED PRELIMINARY GEOTECHN!CAL INVfSVGAVON REPORT PROPOSED SM/TH RES/DENCE AV/ARA LOT JOB PREPARED BY ERICK J. ALDRICH OF TAYLOR GROUP INC. DATED AUGUST 22 , 2005 , 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. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE 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 CHECK OF PROJECT DRAW1NGS AND SPECIF/CATIONS BY CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: TORREY PINES ENGINEERING & CONSTRUCTION, INC. ADDRESS: 2091 LAS PALMAS DRIVE SUITE F CffY, STA TE: CARLSBAD CA 92009 TELEPHONE: !760)929-120°" BY: M?. ::s' G'.'.,i~ DA \/ID J. PETERSON, PE R.C.E. NO,: C58167 REG/STRA TION EXP/RATION DA TE: .....::,6/,...,3:.=0,_/i::,:06:._ ___ _ SOILS ENGINEER'S CERTIFICATE I, FRICK ,I Al DR/CH , A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS S/7E WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF AUGUST 2 , 2005 AND AUGUST J2 , 2005 . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS SWOY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: P.E. NO.: GE' 2565 DA TE: _____c_?_-__,_(-=f:'_-..:::lJ_,,6.__ _______ _ LICENSE EXP/RATION DA TE: OW::-IER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS a ~ 'j/2~/4b ~ DATE SMITH RESIDENCE WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF T//E CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE F AC/LIT/ES, EROSION CONTROL F AC/LIT/ES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BU/LT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. GRADING PLANS LOT 308 OF THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE W1TH THE FOLLO\\iNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUC170N, AS DIRECTED Sr' I'r!E CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 3. THIS SET OF PLANS AVIARA MASTER PLAN 4. RESOLUTION NO. NIA DATED NIA 5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SO/LS REPORT AND RECOMMENDATIONS BY TAYLOR GROUP INC. _____ DA TED AUGUST 22 2005 LOCATION MAP 3 L,J W, 9, SMITH RESIDENCE--'i?<':,, ~ ~ AVIARA GOLF COURSE PROPOSED GATE ~ (KEY ACCESS) ► '.5 1" = 500' SHEET INDEX GP1 TITLE SHEET GP2 GRADING PLAN GP 3 GRADING PLAN SECTIONS GP4 EROSION CONTROL PLAN GP5 EROSION CONTROL DETAILS 7. THE $AN DIEGO REGIONAL STANDARD DRA \\iNGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT COND/TIONS DA7ED SEPifMBER 1J 2005 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED JOI,£-"------- DESCRIPTION PROPOSED CONTOUR EXISTING CONTOUR CUT/FILL FINISH SPOT ELEVATION FLOW DIRECTION RET. WALL (BY SEP. PERMIT) 6" PVC PIPE (PERFORATED BY PLANS) B" PVC PIPE LEGEND DWG.NO. SYMBOL -112- 112---... ► QUANTITY ( 1,164 SF (KEYSTONE) 4,312 SF (STRUCTURAL) 520' 580' 0 250' 500' 1000' X" RCP PIPE 0 NEW 1 VICINITY MAP CITY OF OCEANSIDE 7s CITY OF VISTA "'v ""o CITY OF 0,,....-"'\4 SAN MARCOS PACIFIC OCEAN SOURCE OF TOPOGRAPHY CITY OF ENCINITAS TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED FROM INFORMATION GATHERED ON DECEMBER 9 20122.._ BY TERRA CIV/1 fNGINFER!NG & SIIRVFYING TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 215-612-24-00 THE CALIFORNIA COORDINATE INDEX or THIS PROJECT IS: N 337 E~16=8=5 ________ _ BENCH MARK LEGAL DESCRIPTION PARCEL A: TYPE "G" CATCH BASIN ABBREVIATIONS TOW BOW RCP TG I.E. TOP OF WALL BOTTOM OF WALL REINFORCED CONCRETE PIPE TOP OF GRATE INVERT ELEVATION □ THAT PORTION OF LOT 308 OF QTY Of CARLSBAD TRACT 85-35, PHASE 1-UNITE, IN THE □TY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO, 12413, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 29, 1989, FILE NO. 89-346189, BEING MORE PARTICULARLY DESCRIBED ON CERTIFICATE Of COMPLIANCE RECORDED SEPTEMBER 21, 1995 AS FILE NO, 1995-0422507 OF OFF!OAL RECORDS AS FOLLOWS: COMMENCING AT THE MOST SOUTHERLY CORNER OF SAID LOT JOB; THENCE AL?NG THE WESTERLY LINE OF SAID LDT 308 NORTH 08° 13' 40" WEST, 95,00 FEET TO THE TRUE PDINT OF BEGINNING; THENCE CONTINUING ALONG SAID WESTERLY LINE NORTH os• 13' 40' WEST, 480.39 FEET TO A POINT ON THE NORTHERLY LINE OF SAID LOT 308; THENCE ALONG SAID NORTHERLY LINE SOUTH 89' '13' 45' EAST, 87.00 FEET TO A POINT ON THE EASTERLY LINE Of SAID LOT 308; THENCE ALONG SAID EASTERLY LINE THE FOLLOWING: SOUTH 24° 45' 14'' EAST, 154.52 FEET; THENCE SOUTH 010 S6' 01" WEST, 337.03 FEET; THENCE LEAVING SAID EASTERLY LINE SOUTH 440 56' 44" WEST, 21.14 FEET; THENCE NORTH 73o 12' 4ll" WEST, 59.17 FEET TO THE TRUE POINT Of BEGINNING, PARCEL B: AN EXCLUSIVE EASEMENT FOR GENERAL UTILITIES, INGRESS AND EGRESS OVER, UPON AND ACROSS THAT PORTION OF LDT 306 OF QTY OF CARLSBAD TRACT 85-35, PHASE HJNIT E, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 12413, FILED IN THE OFFICE Of THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 29, 19B9, FILE NO. 89-3461B9, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEASTERLY CORNER OF SAID LOT 306; THENCE ALONG THE WESTERLY LINE Of SAID LOT 306 NORTH 01° 56' 01" EAST, 43.98 FEET TO AN INTERSECTION WITH THE NORTHWESTERLY EASEMENT LINE OF AN EXISTING GENERAL UTILITY AND ACCESS EASEMENT DEDICATED TO THE OTY OF CARLSBAD AND SHOWN ON SAID MAP NO. 12413; THENCE ALONG THE NORTHWESTERLY LINE OF SAID GENERAL UTILITY EASEMENT NORTH 44" 56' 44" EAST, 384.12 FEET TO A POINT ON THE EASTERLY LINE OF SAID LOT 306; THENCE ALONG SAID EASTERLY LINE SOUTH 55° 16' 00" EAST, 30.48 FEET TO THE SOUTHEAST CORNER OF SAID LOT 306, SOUTH 44° 56' 44" WEST, 421.68 FEET TO THE POINT OF BEGINNING. LEGAL DESCRIPTIONS FOR PARCELS C 11< DARE ON SHEET 2 OF 5. MAP OF PARCELS JS SHOWN ON SHEET 3 OF 5. EARTHWORK QUANTITIES CUT: 2 430 FILL: 2 340 IMPORT: O EXPORT: 90 CY CY CY CY REMEDIAL: 90' CY *EST/MA TED FROM SOILS REPORT WDID # 937C339053 PLg-JNIJiG 12):PARTMENT APPROVAL -~ku DATE:S:// let; (SIGNlllT-/' Ciolt/ NEU ,lls:IJ;I'LANNING ])!JlECTOR ~~~✓ nArESj./ 106 (SIGN>:!>) I' llECDMl!ENDED HY: G-~ qory /t_, h':!,~t.!,,, (PRIITT Nl-,,i,,) "AS BUIL T 11 ~~J RCE SS)bJ-EXP <p/'3o/ It> 10/:z-"I} ffi DATE • I DATE DESCRIPTION: DC 0179 DISC SET IN WFST £ND Of $0(/lli HFAQWAII F 24" R.C.P. LOCATION: 0.4 MILE EAST OF INTERSECTION or LA COSTA AVENUE AND SAXONY ROAD 1---+----+-----------+---~-+--+--l I SH~ET I CITY OF CARLSBAD I SHE;TS I :===~==E=:N::::G::::l:::N:::E=:ER:::l:::N::G::::::::DE=:P::::A::::R:::::T:::M:::E:::N:::T==:..====! GRADING PLANS FOR: RECORDED: COUNTY OF SAN DIEGO. DEPT. OF PUBLIC WORKS REPORT SV0106 01 10 15 85 SMITH RESIDENCE ELEVATION: 13.870 FT DA TUM:.....!!ML>S"".L-. __ _ LOT 308 OF AVIAR-A MASTER PLAN · TOf<J<.e-f Pi1'1€5 SNGit.JeavN"S I cON5Tl2LICT'iOM', INC. ;4 ~XPIRES 9-30-07 {1t' TORREY PINES ENGINEERING & CONSTRUCTION, /NC.1=~:=t:=jil,,,~~tf[i~~;'£,'1~~(;~61)~~:5,'f~.,=~~========t=jt=::t1.~~~t&d ~~~~~~:§f1~~~~~~~~~~~~~ 2091 LAS PALMAS DR., STE F DATE INlllAL DATE INITIAL DATE INITIAL I OWN BY: CE PROJECT NO. I DRAWING NO. CARLSBAD, CA 92011 ~~~l~E~:R ~o~~w~~Kl_ __ ~R~E~V~l~S~IO~N~D~E~S:C~R~IP~T~IO~N----t§~~~~l~~~~~U)C~H~K~D~B~Y:~D~J~P~~==~P~D~0~5;~;12~=Jb~4~3~5-~1 A~~ OFF/CE: 760.929.1200 OlHER APPROVAL CITY APPROVAL RVWD BY: FAX; 760.929. 1205 ) l:.iad ' PARCELC: A NON-EXCLUSIVE EASEMENT FOR ACCESS IN, OVER, ACROSS AND THROUGH THAT PORTION OF PARCEL 6 OF PARCEL MAP NO. 16451 APRIL 15, 1991 AS ALE NO. 91-0168677 DESCRIBED AS FOLLOWS: COMMENCTNG AT AN ANGLE POINT ON THE EASTERLY UNE OF SAID PARCEL 6, SAID POINT BEING THE NORTHERLY TERMINUS OF THAT UNE WHICH BEARS NSS0 12' S6"E, A DISTANCE OF 148.12 FT; THENCE SOUTHWESTERLY ALONG SAID SOUTHERLY UNE 585° 12' 56"W, 63.55 FT TO THE TRUE POINT OF BEGINNING. SAID POINT BEING THE BEGINNING OF A NON-TANGENT 80.00 FT RADIUS CURVE CONCAVE TO THE NORTHEAST, A RADIAL UNE TO SAID POINT BEARS S31• 21' 3□"W; THENCE LEAVING SAID SOUTHERLY LINE NORTHWESTERLY AIONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 10° 50' 37" A DISTANCE OF 15.11 FT; THENCE N49° 49' SO"W 55.04 FT; THENCE N42D 15' D7"E, 2.00 FT; THENCE N4SD 52' 07"W, 60.98 FT TO THE BEGINNING OF A NON· TANGENT 62.00 FT RADIUS CURVE CONCAVE TO THE SOUTH, A RADIAL LINE TO SAID POINT BEARS N42° 15' 07"E; THENCE WESTERLY AIONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 86° 44' 46" A DISTANCE OF 93.87 FT; THENCE 545° 30' 2!"W, 106.34 FT TO THE BEGINNING OF A TANGENT 318.00 FT RADIUS CURVE CONCAVE TO THE NORTHWEST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 07° 45' 28" A DISTANCE OF 43.06 FT; THENCE 553° 15' 49"W, 71.S3 FT TO THE BEGINNING OF A TANGENT 82.D0 FT RADIUS CURVE CONCAVE TO THE SOUTHEAST; THENCE SOUTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAi ANGLE OF 31° 59' 10" A DISTANCE OF 45.78 FT; THENCE S21• 16' 39"W, 123.29 FTTO THE BEGINNING Of A TANGENT 182.00 FT RADIUS CURVE CONCAVE TO THE EAST; THENCE SOUTHERLY AIONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 21° 01' 50" A DISTANCE OF 56.80 FT; THENCE 5000 11' 49"W, 5.55 FT TO THE BEGINNING OF A TANGENT 117.00 FT RADIUS CURVE CONCAVE TO THE EAST; THENCE SOUTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAi ANGLE OF 38° 08' 57" A DISTANCE OF 77.90 FT; THENCE S52D 05' 52"W, 3.00 FT; THENCE 5450 40' 02"E, 36.57 FT; THENCE 555° 25' 55"E, 134.30 FT TO A POINT ON THE EASTERLY LINE OF SAID PARCEL 6; THENCE SOUTHWESTERLY ALONG SAID EASTERLY UNE 5440 56' 44"W, 119.96 FT; THENCE AIONG THE SOUTHERLY UNE OF PARCEL 6 N55° 16' O□"W, 30.48 FT TO A POINT ON THE WESTERLY UNE OF THAT GENERAi UTILITY AND ACCESS EASEMENT GRANTED TO THE CTTY OF CARLSBAD AS SHOWN ON MAP NO. 12413, RECORDED JUNE 2Q, 19B9 AS FILE NO. B!l-346189 OF OFACTAI RECORDS; THENCE NORTHEASTERLY ALONG SAID WESTERLY UNE N35• 11' Ol"E, 87.95 FT; THENCE LEAVING SAID WESTERLY LINE N55° 25' 56"W, 84.70 FT TO THE BEGINNING OF A TANGENT ISO.OD FT RADIUS CURVE CONCAVE TO THE NORTHEAST; THENCE NORTHWESTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 17o 31' 48" A DISTANClc OF 45.89 FT; THENCE 5520 05' 52"W, 3.00 FT TO THE BEGINNING OF A NON-TANGENT 153.00 FT RADIUS CURVE CONCAVE TO THE EAST, A RADIAL UNE TO SAID POINT BEARS 5520 05' 52"W; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAi ANGLE OF 38• 08' 57" A DISTANClc OF 101.87 FT; THENCE NOD• 14' 49"E, 5.55 FT TO THE BEGINNING OF A TANGENT 218.00 FT RADIUS CURVE CONCAVE TO THE EAST; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAi ANGLE OF 21° 01' 50" A DISTANCE OF 80.02 FT; THENCE N2!0 16' 39"E, 123.29 FT TO THE BEGINNING OF A TANGENT 118.00 FT RADIUS CURVE CONCAVE TO THE SOUTHEAST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAi ANGLE OF 31° 59' 10" A DISTANCE OF 55.88 FT; THENCE N53• IS' 49"E, 71.53 FT TO THE BEGINNING OF A TANGENT 282.00 FT RADIUS CURVE CONCAVE TO THE NORTHWEST; THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAi ANGLE OF 070 45' 28" A DISTANCE OF 38.18 FT; THENCE N45D 30' 2l"E, 106.34 FT TO THE BEGINNING OF A TANGENT 98.00 FT RADIUS CURVE CONCAVE TO THE SOUTH; THENCE EASTERLY AIONG THE ARC OF SAID CURVE THROUGH A CENTRAi ANGLE OF 86° 44' 46" A DISTANCE OF 148.37 FT; THENCE S47° 44' 53"E, 50.95 FT; THENCE N42• 15' 07"E, 2.00 FT; THENCE 547° 44' 53"E, 55.00 FTTO THE BEGINNING OF A TANGENT 40.00 FT RADIUS CURVE CONCAVE TO THE NORTH; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAi ANGLE OF 54° 00' 06" A DISTANCE OF 44.58 FT, TO A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF BLACKRAIL COURT AS SHOWN AND DEDICATED PER SAID PARCEL MAP NO. 15451; SAID POINT ALSO BEING THE BEGINNING OF A NON-TANGENT 50.00 FT RADIUS CURVE CONCAVE TO THE EAST, A RADIAL LINE TO SAID POINT BEARS N890 17' 48'W; THENCE SOUTHERLY AIONG SAID RIGHT-Of-WAY LINE AND THE ARC OF SAID CURVE THROUGH A CENTRAi ANGLE OF 300 59' OD" A DISTANCE OF 27.04 FT; THENCE S8S• 12' 55"W, 63.55 FT TO THE TRUE POINT OF BEGINNING. PARCEL D: AN EASEMENT FOR INGRESS AND EGRESS OVER, UNDER AND ALONG PORTION OF LOT 308 OF CTTY OF CARLSBAD TRACT NO. 85-35, PHASE I-UNITE, ACCORDING TO MI\P THEREOF NO. 12413 JUNE 29, 1989 AS FILE NO. 89-346189, BEING MORE FULLY DESCRIBED IN PARCEL B OF CERTIFICATE OF COMPUANCE RECORDED SEPTEMBER 21, 1995 AS FILE NO. 95-01225D7, DESCRIBED AS FOLLOWS: COMMENCTNG AT THE NORTHEAST CORNER OF SAID LOT 308; THENCE ALONG THE EASTERLY LINE OF SAID LOT S24" 45' !4"E, 154.55 FT; THENCE S0!0 56' O!"W, 337.03 FT TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING AIONG SAID LOT LINE SDI• 56' 01 "W 19.28 FT; THENCE LEAVING SAID EASTERLY UNE ALONG THE SOUTHERLY LINE AS DESCRIBED IN SAID CERTIFICATE OF COMPUANCE; N73° 12'48"W, 14.92 FT; THENCE LEAVING SAID SOUTHERLY LINE N44D 56' 44"E 21.14 FT TO THE TRUE POINT OF BEGINNING. ', / ·v / >, / \'· / --- ' \ {4" WIDE X 6" DEEP EARTHEN DRAIN SW~ i ' \ ~ / -_, 0 ';1 "" ~ ro C. GRADING PLAN o l" = 40' 20' 40' 35' VERTICAi CURVE SEE DWG 435-1 FOR CHANGE OF CB T.G. l3t25 132.25 30' R.C.P. FL. 120.33 (OUT) 24' R.C.P. FL. 120.83 (IN) T0f212.e-t Pi!\166 6UG1"'66£W8 , ~?1WCr!OtJ, INC. SOILS REPORT NOTES: 1. ALL STRUCTURAL FILL, BACKFILL AND SUBGRADE SOILS SHALL BE COMPACTED TO A RELATIVE COMPACTION Of AT LEAST 90 PERCENT AS DETERMINED BY ASTM Dl557-00. FILL SOILS SHOULD BE THOROUGHLY MIXED AND MOISTURE CONDITIONED TO WITHIN 2 PERCENT OF THE OPTIMUM MOISTURE CONTENT AND SPREAD IN UNIFORM LIFTS OF UESS THAN 8 INCHES UNCOMPACTED. 2. ROCK OR COBBLE LARGER THAN 4 INCHES SHOULD BE REMOVED. 3. IMPORTED FILL SHOULD MEET THE FOLLOWING SPECTACATIONS: U.B.C. EXPANSION INDEX< 30, PLASTICTTY INDEX< 12, NO ORGANIC MATERIAL, NO ROCKS LARGER THAN 4 INCHES, LESS THAN 15 PERCENT ROCK LARGER THAN 2· 1/2 INCHES, LESS THAN 25 PERCENT GRAVEL LARGER THAN 1/4 INCH 4. OVEREXCAVATE BUILDING FOOTPRINT I FOOT BELOW PLANNED SUBGRADE ELEVATION AND AT LEAST 5 FEET BEYOND THE FOOTPRINT LATERALLY. OVEREXCAVATE NORTH PORTION OF THE BASEMENT 7 FEET OR MORE BELOW THE PLANNED SUBGRADE ELEVATION TO PROVIDE A UNIFORM FILL THICKNESS OF AT LEAST 7 FEET ACROSS THE BASEMENT FOOTPRINT. 5. IF ALLUVIUM JS ENCOUNTERED IN THE NORTHERN PORTION Of THE BASEMENT, REMOVE IT UNTIL COMPETENT FORMATION MATERIAL IS EXPOSED. 6. TEMPORARY SIDEWALL SLOPES MORE THAN 5 FEET DEEP SHALL BE PROPERLY SHORED OR LAID BACK AT NO STEEPER THAN 1.5:1 (HORIZO~TAL:VERTICAI). 7. SOIL EXPOSED AT THE BASE OF THE EXCAVATIONS TO RECEIVE STRUCTURAi FILL, SHOULD FIRST BE OBSERVED AND APPROVED BY THE GEOTECHNICAI CONSULTANT, TiiEN SCARIFIED TO A DEPTH OF AT LEAST 6 INCHES, MOISTURE CONDIDONED AND COMPACTED TO A RELATIVE COMPACTION OF AT LEAST 90 PERCENT BY ASTM D1557-00. 8. TAYLOR GROUP, INC. SliOULD REVIEW THE BASEMENT SUBDRAINAGE SYSTEM PLANS, WHEN AVAILABLE. 9. IN SIGNIFICANT FLATWORK AND PAVED AREAS, SCARIPI THE SUBGRADE sons TO 8 INCHES, MOISTURE CONDITION AND RECOMPACT SOIL 10. TAYLOR GROUP, INC. SHOULD REVIEW TEMPORARY EXCAVATIONS, REMOVAi OF BOTTOMS PRIOR TO FILL PLACEMENT, PLACEMENT OF ENGINEERED FILL, EXCAVATION BOTTOMS FOR FOOTINGS, BASEMENT SUBDRAIN SYSTEM AND RETAINING WALL DRAINAGE, AND FILL PLACEMENT BEHIND RETAINING WAILS. DEED RESTRICTED AREA EXIST. NAT.GRADEPERPLAN SCOPE OF WORK SUM~ARY: ' 1. EXISTING LOT IS ;ALREADY GRADED PER THE AS-BUILTS DA TED 5/17 /99. PRQJECT NUMBER WAS CT 85-35. 2. EXISTING LOT DR,A,INS TO A PAIR OF CATCH BASINS LOCATED AT THE NORTH AND spuTH ENDS OF THE PROPERTY. PROPOSED RE-GRADING WILL MAl~TAIN THAT GENERAL DRAINAGE PATTERN. ! 3. NORTH END OF THE LOT 1-WLL BE CUT SO THAT THE BACKYARD IS ESSENTIALLY LEVEL 1-WTH RESPECT TO THE PROPOSED RESIDENCE. THE BACkYARD NORTH OF THE RESIDENCE WILL BE SLOPED TOWARDS THE CATCHBASIN AT THE NORTH END OF THE PROPERTY, ESSENTIALLY MAINTAIN/NG THE EXISTING DRAINAGE SYSTEM. 4. SOUTH END OF THE LOT 1-WLL BE FILLED SO THE NET IMPORT/EXPORT IS ESSENTIALLY ZERO. FILL WILL ORIGINATE FROM THE CUT AT THE NORTH END OF THE PROPERTY. THE FRONT YARD WILL CONTINUE TO SLOPE TOWARDS THE CATCH BASIN AT THE SOUTH END OF THE PROPERTY. 5. AN AC DRIVEWAY IS SHOWN 1-WTH A TURNAROUND AT THE BASE OF THE DRIVEWAY. THE DRl\,EWAYS ARE CROWNED WITH A 2% SLOPE TO THE EDGE FOR DRAINAGE. GRASSY DRAIN SWALES ON BOTT-/ SIDES OF THE DRl\,EWAYS WILL CARRY EXCESS STORM WATER TO THE CATCHBASIN AT THE SOUTH END OF THE PROPERTY. 6. ADJUST ELEVA T/ONS OF MANHOLES, CLEANOUTS, STORM DRAIN CATCH BASINS AND UTILITIES NEAR THE DRIVEWAY TO MATCH NEW ELEVATIONS (UNDERGROUND UTILITY IMPRO\,EMENT PLAN IS SUBMITTED FOR A SEPARATE PERMIT). 7. IT IS TH£ DESIGNER"S INTENT TO DRAIN ALL IMPERVIOUS SURFACES TO GRASSY SWALES THAT WILL OVERFLOW TO THE CATCH BASIN DURING A HEAVY RAIN EVENT. 4" CONCRETE W/BROOM FINISH OVER 4" CLASS II AGGREGATE BASE PER EARTHEN DRAIN SWALES 24" WIDE X 6" DEEP STREET NOTE 1. _1,-------------SWALE _ SWAUE l FILL EXIST. G CENTERLINE SCARIPI ANO RECOMPACT APPROX. 8 INCHES Of SUBBASE 2L-L-----:14' MIN.-------'--'2' ROAD 0 SECTION AT DRIVEWAY N.T.S. NEW 4" CONCRETE W/BROOM FINISH OVER CLASS II AGGREGATE BASE PER STREET NOTE 1. SWALE CENTERLINE SCARIFY AND RECOMPACT APPROX. 8 INCHES OF SUBBASE EXIST. NAT. GRADE PER PLAN 2' 2•~· ~--..... ,~--~-----14' MIN.------L2' 2' USE 3" PERF. DRAIN PIPE FOR STATIONS <3+00. USE 4" PERF. DRAIN PIPE FOR STATIONS >3+00. GRAVEL FOR DRAINAGE. TYPICAi EA. SIDE. PLANTER ROAD L------------'0' EASEMENTr-----------....J gi SECTION AT ROAD CENTERLINE ~ ~ 35' VERTICAi I coNcREIE ROIi + CURVE I 8 ~ ~E)(lsT-GAADE gj 0"' "' Ln pi BENCH MARK DESCRIPTION: OC-0179 DISC SET IN OF 24" R.C P. e e WEST [ND OF £um HFAQ~AI I KEYSTONE BLOCK £ 0 SECTION AT ROAD N.T.S. 35' VERTICAi lflRE DEPT, M~}f1~~:.df--C:::U,cR...,VE""-;;;:;5'" I rTll-'-PJ? ~i~m: ~§ "'*~ ~ ~ ~ i i SEPARATE PERMIT REQUIRED FOR RETAINING WALL 2% ,L. 185.55 (MATCH EXISTING DRIVEWAY) gi DATE LOCATION: 0.4 MILE EAST OF INTERSECTION OF LA COSTA AVENUE AND SAXONY ROAD RECORDED: COUNTY OF SAN DIEGO DEPT. OF PUBLIC WORKS REPORT SV0106-01 10-15-85 , . ED)(} f,/4~-3/ti/41 EL[VATION:_1,_,;3".8u7_i,0_1F:_,_T __ r ... ~~~~~E~~:::D_A=:J;rU=M=:==M=.S=.L=·========================:r:::====1====1=====r===~y;:==}.~l~N~SP~E~C~T~□~R=========~D~AT~E~d I SH~ET I CITY OF CARLSBAD I SH~TS I ~=====t====~===============================~=====1====1=====~===~ ENGINEERING DEPARTMENT GRADING PLANS FOR: SMITH RESIDENCE LOT 308 OF A VIARA MASTERPLAN 1/29/07 0JP ~ REPLACE SHT 2 SIGNED B/22 06: RE\o1SE OW APPROVED WIDTH. GRADES @ NORTH END,D6ter.r K,-r. "'"'"'- TORREY PINES ENGINEERING & CONSTRUCTION, INC. 2091 LAS PALMAS DRIVE, STE F 5/23/06 DJP DATE INITIAL (ORIGINALLY SIGNED 5-1-06) & REPLACE SHT 2. RE"1SED DRlvEWAY GRADES/SECTIONS DA TE INJTJAL DA 1E INITIAL PROJECT NO. I ORA.WING NO. 435-1A CARLSBAD, CA 92011 OFFICE: 760. 929: 1200 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PD 05-12 FAX: 760.929.1205 r·-~---.-. --" ; . . 050207 ' . ' \ \ I \~ \ PAACE.W ~ \ !~ I ~ \ ;--- ( 1 ) PARCELS , 1" = 80' '-----·· ~SECTION °\Vl"=S' ~. GARAGE R.V. GREAT ROOM ----.i 0 1' 3' 5' TORREY PINES ENGINEERING 8t CONSTRUCTION, INC. 2091 LAS PALMAS DRIVE, STE F I CARLSBAD, CA 92011 ,_, OFFICE: 750.929.1200 FAX: 760.929.1205 1 ' .. /., • ' .. SITTING ©SECTION 1" = 5' ~. KITCHEN FOYER COURTYARD GARAGE "AS BUIL T11 ~~~o RC; ,;g[~".f EXP f&>/1o/to ~/4,/41 DATE +------+~--I ~ CITY OF CARLSBAD ISHE5ETSI l____:_J ENGINEERING DEPARTMENT 1----1----+---------------l----+----+---+-~ GRADING PLANS FOR: SMITH RESIDENCE LOT 3OB OF AVJARA MASTER PLAN 1-----+----+---------------1--+---+---+------I APPROVED Q'I' 1----+-----1----------+--+-----+------1i--------------/46 ~ <-Ca n:,,rq:;-4 s-J#°c, GLENN T. P~E 51lf4 EXPIRES 9-30-07 M :===!====:=====================~====1===:===!===! ~DWFwNflB~Y~: =cr~r====;;P~RoiiJE~cTfiN~o~. 7ITTD~RA~w~tNG~No. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: DJP PD 05_12 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 435-1A --r:. "f", ,----,_, · .... - I : ._ ; • 051706 · ) EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT ~M~A~R.,_T.._Y~S.,.M"'IT."'H~------AT 619 990 9800 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DUR/NG THE RA/NY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE: AT CON VEN/ENT LOCATIONS TO FAG/UTA TE RAPID CONSTRUCTION OF TE:MPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITI--/OUT THE APPROVAL OF Tl-IE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO Tl-IE $A TISFACTION OF Tl-IE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. Tl-IE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY Tl-IE CITY ENGINEER DUE TO UNCOMPLETED GRAD/NG OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. Tl-IE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURE$ PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM Tl-IE FACE OF SLOPE AT Tl-IE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN Tl-IE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE: WITH SECTION 35.023 OF B. c. D. E. THE EROS/ON AND SEDIMENT CONTROL HANDBOOK OF Tl-IE DEPARTMENT OF CON5£RVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROS/ON CONTROL PLANTING AND /RR/GA T/ON SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPEC/FICA T/ONS AND THE FOLLOWING: A. HYDROSEEDING SHALL 8£ APPL/ED TO: 1. ALL SLOPES THAT AR£ GRADED 6: 1 (HOR/20NTAL TO VERTICAL) OR STEEPER WHEN TI--/EY 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 Tl-IE FOLLOWING CONDITION$ EXIST: a. NOT SCHEDULED FOR /MPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY Tl-/£ PARKS AND RECREA T/ON DIRECTOR AS HIGHLY VIS/BL£ TO Tl-/£ PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY TH£ CITY ENGINEER THAT WARRANT$ IMMED/A TE TREATMENT. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: I. ALL SLOPES TI--/AT ARE GRADED 6: I OR STEEPER AND THAT ARE: a. T/--/REE TO EIGHT FEET IN H£/GHT SHALL 8£ /RR/GA TED BY HAND WA TERI NG FROM QUICK COUPLERS/HOSE 8/8$ OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN I:! FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY Tl-/£ CITY ENGINEER, PR/OR TO HYDROSEEDING. Tl-/£ DEVELOPER $/-/ALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. Tl-/£ PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF Tl-IE EL[MENTS OF THE PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF Tl-/£ SOIL AT THE OPTIMUM LEVEL FOR Tl-IE GROWTH OF THE HYDROSEEDED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILL£FOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PER ACRE OF DIMORPHOL[CA g. ITEMS c,d,e, AND f OF T/--1/S SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM £/THER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE /NOCULA TED WIT/-/ A NITROGEN FIXING BACTERIA AND APPLIED DRY EITI--/ER BY DRILLING OR BROADCASTING BEFORE HYDROSEED/NG. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WIT/-/ Tl-IE CALIFORNIA D£PARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT TH£ DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT Tl-IE RATE OF NO L£SS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. 'NHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF TH£ STRAW INTO THE SOIL J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% SULPHUR APPLIED AT Tl-/[ RA TE OF 500 lbs. PER ACRE. AR[AS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED/NG BY: 1. ROUGHENING TH£ SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: I b. HARROWING AREAS 6: 1 OR FLATTER TI--/A T AR£ SUFFICIENTLY FRIABLE. c. RIPPING AREAS Tl-IA T WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING Tl-IE SOILS SO THAT IT 15 SU/TABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROV/DE A DAMP BUT NOT SATURATED SEED BED. b. Tl-IE 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 UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL Tl-/£ PROJECT 15 COMPLETED AND ALL BONDS RELEASED. I EXIS17NG GROUND 14'MIN. T 8" MIN. PUBLIC R/GHT- OF-WAY PROFILE PUBLIC RIGHT-OF-WAY PROVIDE APPROPRIATE TRANSITION BETWEEN ST~BILIZ£0 CONSTRUCT/ON ENTRANCE ANO PUBLIC R/GHT-OF- WAY 1. STABILIZED CONSTRUCTION ENTRANCE rLow---- ' I FMBfDDING DETAIL 4" VERTICAL FACE f;~·,: ---·,,' -- • 'i i --WIRE OR NYLON • BOUND BALES PLACED ON 71--1£ CONTOUR --.. 2 RE-BARS.STEEL PICKETS,OR -2"X 2" STAKES 1 1/2' TO 2' /N GROUND ANCHOR/NG DETAIL I! DRAINAGE AREA LESS THAN 1 ACRE 4. STRAW BALE DJK.E: 1. SET POSTS AND EXCAVATE A 2. STAPLE WIRE FENCING TO 4 BY 4 IN (10 BY 10 CM) Tl-IE POSTS. TRENCH UPSLOPE FROM AND ALONG Tl-IE LINE OF POSTS, J. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE Tl/[ WIRE: FENCE AND EXTEND IT EXCAVATED SOIL. INTO TIIE TRENCH. 9 IN. FILL SLOPE 7. SILT FEN CE MIN. 2 FT EARTHEN RIDGE 10. UNLINED SWALE & 1:lEl-{J\1 WIRE SCREEN FILTERED WA TrR GRAVEL FILTER- ·; :::::c::<:'.::C'.:, ··-· ,;···· .. RUNOFF WATER WITH S[D/MENT SEDIMENT I_ p. . - - ""'-Ill II • DROP INLET WITH GRATE '---CONCRETE BLOCK 2. BLOCK-SCl'{EEN-GRAVEL :::31LT BASIN DROP INLET WITH GRATE COMPACTED SOIL TO PREV£NT PIPING 2X6 STRUT(S) RUNOFF WATER WITH SEDIMENT -·=:=~·-·.·-·::.;,:.=.-::·· STAKED STRAW BALE 2X6 STRUT(S) ~'''·TIT•,. -- STRAW BALES STAKED WITH TWO STAKES PER BALE END AND 5/DE OVERLAP AT CORNERS 2X6 STRUT(S) R[QUIRED WHEN NO TED ON PLAN$ • 5. lIAY BALE SILT BARRIER --- FLOW ► GRAVEL BAGS OVERLAP ONTO CURB ______ ...,.., RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY J FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED 8. GRAVEL BAGS 0 J 4"-6' LOGS 0 0 ---- 0 11. LOG CI-IECK DA11 i A POINTS A SHOUW BE HIGHER TI--/AN PO/NT B 3. FIAY BA.LE CHECK DA_M 6 IN (15 CM) 24 IN (61 CM) (A) j COARSE AGGRE~:ATE I FLOW --24 IN (61 CM) a I (B) L=D/STANCE SUCH THAT POINTS A AND B ARE OF EQUAL £/_EVA TION 6. GRAVEL Cl-iECK DA11 LEGEND DESCRIPTION QUANTITY SYMBOL STABILIZED CONSTRUCTION ENTRANCE 1145 SQFT ~ STRAW BALE DIKE SILT FENCE UNLINED SWALE & BERM D-75 LINED SWALE BLOCK-SCREEN-GRAVEL SILT BASIN HAY BALE SILT BARRIER UMITS OF CLEARING & GRADING GRAVEL BAGS PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM RIPRAP 115 FT 450 FT 200 SQ FT 275 FT -----.----..---.---..------. VI VI VI VI • cx:xxxxxxx:x:xx 11 AS BUIL T 11 DAO'ifr~ DATE TORREY PINES ENGINEER/NG & CONSTRUCTION, INC. RCE ?flfel EXP re/1,t,/tt> 2091 LAS PALMA$ DR, STE F I' ' CARLSBAD, CA 92011 1/Ao- OFF/CE: 760.929.1200 FAX: 760.929.1205 !~SPECTOR -• DATE l---+-----t-----------+--+-----t---+---11 SHE4ET I CITY OF CARLSBAD I SHE5ETS I ~=='-'==:::::'E:::NG:=l:::N::EE=:R:::IN:::G:::=D::E':::PA':::R:::TM::::::E:::N=T===-'===::::; DA lE INITIAL DA lE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION omER APPROVAL CITY APPROVAL EROSION CONTROL DETAILS FOR: SMITH RESIDENCE LOT 308 OF AVIARA MASTER PLAN APPROVED ,'1)" , /, .../4..L ,.,,,e o v~~ ~ Df- GLENN T. PRuifu 5127£Xf'ffiES9-30-07 DWN BY: CEW CHKD BY: DJP RVWD BY: PROJECT NO. DP 05-12 I DRAWING NO. 435-01A ) 1··. ' :;., . '051705· STORMWATER BEST MANAGEMENT PRACTICES (BMPS) NOTES: 1. STORMWATER BMPS ARE THE CONTRACTOR'S RESPONSIBILITY. ALL REQUIREMENTS OR DETAILS ARE NOT SPECTFICALLY IDENTIFIED ON THESE PLANS AS SITE CONDITIONS AND CONSTRUCTION SCHEDULES WILL DICTATE THE REQUIREMENTS. 2. RAINY SEASON IS ALL YEAR IN CARLSBAD. 3. CONTRACTOR SHALL MAINTAIN PERSONNEL AVAILABLE TO ACCESS AND MAINTAIN EROSION CONTROL SYSTEMS AT ALL TIMES, ESPECIALLY DURING INCLEMENT WEATHER. 4. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARTY SMITH AT 619·990-9800. SOILS REPORT NOTES: 1. TEMPORARY SIDEWALL SLOPES MORE THAN 5 FEET DEEP SHALL BE PROPERLY SHORED OR LAID BACK AT NO STEEPER THAN 1.5: I (HORIZONTAL:VERTICAL). CONTRACTOR TO PROVIDE BLOCK-SCREEN-GRAVEL SILT BASIN PER DETAIL 2, SHEET 4 OF 5. BMPS SHALL REMAIN IN PLACE UNTIL DRIVEWAY IS PAVED AND DRAINAGE SWALES ARE CUT AND LINED WITH GRASS OR OTHER EROSION CONTROL MATERIAL. CONTRACTOR TO PROVIDE STRAW BALE DIKES OR SILT;;;;;----~ FENCES PER DETAILS 4 OR 7 ON c;-:, SHEET 4 OF 5 AS NECESSARY TOQ PREVENT EROSION ACROSS t;; WEST SIDE PROPERTY LINE. r- G --; \ 24" WIDE X 6" DEEP EARTHEN DRAIN SWALE -\- CONTRACTOR TO PROVIDE GRAVEL BAG CHECK DAM APPROXIMATELY EVERY 18 FT. AT DRAIN SWALES. CONTRACTOR TO PROVIDE STRAW BALE DIKE TO PREVENT EROSION AND WASHOUT AT SOUTH END OF PROPERTY. ---.:::::---_l \ I I I 0 EROSION CONTROL PLAN l' = 40' D 20' 40' Cl TY OF CARLSBAD TRACT NO. 94-03 A VIARA PLANNING AREA 15 MAP NO. 13411 LOTS 1-9 IND/CA TfS COASTAL Dffl) R[STRICTION (OPfN SPACf) ARD! PfR DOCUMfNT RfCORDfD MARCH 22, 1989 AS F/Lf NO. 89-196176, OF O.R. rOQR..fN Pit.J65 l,,i C) (Ji CONTRACTOR TO PROVIDE GRAVEL BAG CHECK DAM APPROXIMATELY EVERY 18 FT. AT DRAIN SWALES. fXIST. TYPf "F" CB T.G. 134.0 CONTRACTOR TO PROVIDE BLOCK-SCREEN-GRAVEL SILT BASIN PER DETAIL 2, SHEET 4 OF 5. BMPS SHALL REMAIN IN PLACE UNTIL DRIVEWAY IS PAVED AND DRAINAGE SWALES ARE CUT AND LINED WITH GRASS OR OTHER EROSION CONTROL MATERIAL. e!JGiN6E:~IJ6 I cot-r.;,nwcnON, ,r,.,c. NO. C5816 TORR[Y PINE'S [NG/NffRING & CONSTRUCTION, INC. • 6/30/ 2091 LAS PALMAS OR., ST[ F \ \ CARLSBAD, CA 92011 OFFIC[: 760.929.1200 FAX: 760.929.1205 EARTHEN DRAIN SWALE EA. SIDE OF DRIVEWAY CONTRACTOR TO PROVIDE STAB!UZED CONSTRUCTION ENTRANCE PER DETAIL 1, SHEET 4 OF 5. / "AS BUILT" 1/""9 'il~ 10/1 . .-,f-s RCE '5Blt.,1 EXP 4bt?/10 DATE • l----+----l-----------+--+----l--+---11 SH~ET I CITY OF CARLSBAD I SH~ETS 1 :==='...:::=::::E::N::G:::IN::E:::E:::R:::IN::::G:::::::D::E:::P::::A::::RT:'::'M:"E:::N::T==='-'===:::::; DAlE INITIAL DA lE INITIAL DA TE JNITJAL ENGINEER OF WORK REVISION DESCRIPTION OTI➔ER APPROVAL CITY APPROVAL EROSION CONTROL PLANS FOR: SMITH RESIDENCE LOT 308 OF A VlARA M.ASTERPLAN APPROVEDdY 4 r< < <~~ ~~ shta, GLENN T. PR~ PE 5127XPIRES9-30-07 [JAT~ OWN BY: CEW CHKD BY: DJP RVWD BY: PROJECT NO. PD05-12 DRAWING NO. 435-1A I -. ---.. 051706 )