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Home My WebLink AboutDWG 408-7C; CT 98-05; DEJONG PROPERTY MODELS LOTS 23 - 25; 01-03GRADING NOTES \ (IN ADDmON TO THE REQU/Rf'MENTS OF CHAPTER 11. 06 OF THE CARLSBAD MUNICIPAL COOE.) 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 LJSTEO HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMfr FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLJC 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 PERMITTIT'S POLICY IN THE MINIMUM AMOUNT OF s1.ooo,ooo.OD FOR EACH OCCURRENCE OF LIABILITY. J!1f INSURAN(;f; f!irt'ltlr WJtng&{fv Pfl'&fa~flHtf'tffi -Gtsfr-7Wr 91.TfNG;,, Guf'o1~ A Sil[ 5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMEWT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMrrs HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINfER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMfr HAS BEEN ISSUED. B. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. I 0. THE ORIGINAL DR.4WING SHALL BE REVISED TO RER..ECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO RNAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR RRE 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 SHffi, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE RELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF REW TESTS. 1J. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGA.RD/NG ADHERENCE TO RECOMMENDATIONS OUTLINED 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 STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE RELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS IIMSTIGA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 1 -f. A PRECONSTRUCTIQN MEETING SHALL BE HELD AT THE Sl1F PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESE;NTATIVES RESPONSIBLE FOR CONSTRUCTION. INSPECVQN. SUPERVISION TESTING AND ALL OTHER ASPECTS Of THE ~ THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMfr CLERK 760) 4-JB-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTll'JG COl'JSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMfr WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECVQN REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL B£ .MADE BY CALLING THf ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 4JB 3891 INSPECVON REQUESTS MUST BE RECEIVED PRIOR TO 2·00 P,M. .ON THE DAY BEFORE THE IN5PECTION 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 OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FDR 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 Or 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 TH[ crrr ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THf PIAN VAR/ES [ROM THE SHORING SY51EM STANDARDS ESTABI /SHED BY THE CONSTRUCTION SAFETY ORDERS, TTTLE B CALIFORNIA ADMINISTRATIVE CODE, THE PIAN SHALL BE PREPARED BY A REGISTERED ENGINITR AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATT/JN 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 APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA TTONS. 19. IF Al{( ARCHAEOLOGICAL RESOURCES ARE DISCQVERE;D WITHIN ANY WORK AREA DURING CONSTRUCTION. OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SD. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THfRETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED 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 OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL Of[ SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER [OR APPROVAL 7WO FULL WORKING DAYS PRIOR TO BEGINNING OF .fil)RK, 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 FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THf HAUL ROUTES OR ADJACENT STREITS AS A RESULT Of lliE GRADING OPERATION. 23. BRUSH SHALL BE Rfl,/OVED Dl'JLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. PLANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, INC 10179 Huemekens Street San Diego, Ca 92121 PH(B58)558•4500· FX(BSB)SSB-1414 24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL 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 IN A NEAT AND ORDERLY CDNDfr/ON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN i&1:/ 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 MANLIAL, THE LANDSCAP/l'JG PLANS FOR THIS PROJECT, DRAWING NO. 408-7L, 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 WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF 1,J50. FOR PRIVATE STORM DRAll'J PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK P£R SDRSD S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD JOJ4 FOR SOR J5 SOLID WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT DF THE GRADING OPERATION, IT SHALL 8£ REMOVED WITHIN TWENTY FEET OF BUILDING DR STREET ARfAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABO\IE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT TH£ REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCA TTONS ARE IN CONFLICT WITH THE PROPOSED WORK. JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SIT BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDG&E PACIFIC BELL ADELPHIA CABLE COMMUNICATIONS CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD (STREETS, SEWER, WATER, & STORM DRAIN) 1-800-422-41 JJ 1-800-660-7343 1-800-892-0123 (760) 4JB-7741 (760) 4JB-2722 (760) 4JB-2980 J4. PERMIT COMPLIANCE REQUIREMENTS: A. FDR CONTROLLED GRADING-THE APPLICANT HIRES A CML ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS { 11.06.170(8)} CARLSBAD MUNICIPAL COO[. B. PRIOR TO RNAL APPROVAL OF A GRADING PERM[ THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR f 11.06. 190(8)/ CARLSBAD MUNICIPAL CODE: (1) FINAL Rf PORT E!Y SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GATTON 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. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, 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 WITH THE REQUIR[MENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE ( 1) YEAR AFTER THE crrr ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED rOR PLANCHECK. PLANCHECK FITS WILL BE REQUIRED FOR ANY SUCH RECHECK. J6. THE SOILS REPORT TITLED DEJONG PROPERTY PREPARED BY GEOSO/LS, MARCH 7, 2003, SHALL BE CONS/OfREO AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH TH£ RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSCESSORS PARCEL NUMBER 215-080-03, 04, & 05 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 1,986,000 E 6,2-f6,00D SOURCEOFTOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED fJ'f PHOTOGRAMETRIC MITHODS FROM /NrORMATION GATHERED ON MARCH OJ, 1986, fJ'f MISSION AERIAL PHOTOS, INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. REFERENCE DRAWINGS CITY Or CARLSBAD: DEJONG PROPERTY GRADING AND E:ROS/ON CONTROL PLAN -DWG /-fOB-78 DEJONG PROPERTY IMPROVEMENT PLANS -DWG /408-7 OWNERS / PERMITTEES KEYSTONE: COMMUNITIES 53JJ MISSION CENTER ROAD SUITE J60 SAN DIEGO, CA 92108 SHEET INDEX SHEET I SHEET 2 SHEET 3 TITLE NOTES KEY MAP, NOTE:S 8 DE:TAILS PRECISE GRADING PLAl'J EARTHWORK QUANTITIES * CUT: FILL: EXPORT REMEDIAL 150 CY 0 CY 150 CY 0 CY * QUANTmES SHOWN ARE FOR BONDING ONLY AND ARE NOT TO BE USED FOR BIDDING, BUDGETS OR OTHER PURPOSES, AND ARE BASED ON 50 CY /LOT, AS SPECIFIED BY THE CITY. PRECISE GRADING AND EROSION CONTROL PLANS FOR DEJONG PROPERTY MODELS -LOTS 23-25 OWNER'S CERTIFICATE VICINITY MAP NOT TO SCALE CITY OF SAN MARCOS I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY ANO ADVISE ON TH£ COMPACTION ANy;;;:;;:,~'•v-~7-1-dl ~ DATE SOILS ENGINEER'S CERTIFICATE I, ROBERT G. CRISMAN, A REGISTERED GEOLOGIST IN TH£ STAT£ OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING ANO STUDY OF TH£ SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BETWEEN THE DATES OF 01/12/98 ANO UPDATED ON 03/07/03 BY GEOSOILS, INC .. TWO COMPLETE COPIES OF TH£ SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS ANO CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRA:;:: 1)9NS AND SPECIF/CATIONS /2::.~ 7-8-o'-/ ROBERT G. CRISMAN 7i, ,. 1 7/ll DATE CEG NO 1934 ~ .,.,,./JUI.Pr flC(i.. l.(19f"7 ?-1-o'f "DECLARATION OF RESPONSIBLE CHARGE" 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 DERN ED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS COO[, 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 RELJEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. RRM: HUNSAKER ,t ASSOCIATES ADDRESS: 10179 HUENNEKENS AVE CITY, ST.: SAN DIEGO CA TELEP~~ (8:3.8-.SOI BY: ~=--r-•~ ~ ~4• /2:= RAYMOND L. MARTIN P.E. NO.: RCE 48670 EXPIRATION DATE: ~6/.~J~0/,~0~6 _______ _ BASIS OF BEARINGS TH£ BASIS OF BEARINGS FOR THIS SURVEY JS THE SOUTHERLY LINE OF RANCHO AGUA HEOIONDA AS SHOWN ON MAP NO. 13679, IE. NB9'59'33"E LEGAL DESCRIPTION LOTS 23, 24, AND 25 OF CT 98-05 IN THE CITY OF CARLSBAD COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCORDING TO MAP NO. 14636 FILED IN THE OFFICE OF THE COUNTY RECORDED JULY 2J, 2003. LEGEND OF ABBREVIATIONS TC TOP OF CURB GB GRADE BREAK ave BEGIN VERTICAL CURVE EVC £ND VERTICAL CURVE PVI POINT OF INTERSECTION BC BEGIN CURVE EC ENO CURVE HP HIGH POINT LP LOW POINT TW TOP OF WALL BW BOTTOM OF WALL RP RADIUS POINT FL FLOW LINE FS FINISHED SURFACE ST STREET RT RIGHT N. T.S. NOT TO SCALE CTB CEMENT TREA TEO BASE LT LEFT MVC MODIFIED VERTICAL CURVE GFF GARAGE FINISHED FLOOR FF FINISHED FLOOR OF DEEPENED FOOTING EOP EDGE OF PAVEMENT WORK TO BE DONE THE PRECISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH TH£ FOLLOWING DOCUMENTS, CURRENT AT THE TIM£ OF CONSTRUCTION, AS DIRECTED BY TH£ CITY ENGINEER. 1. CARLSBAD MUNICIPAL COD£. 2. CITY OF CARLSBAD STANDARDS. 3. THIS SET OF PLANS. 4. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 5. SOILS REPORT ANO RECOMMENDATIONS BY GEOSOILS, INC. SOILS AND TESTING, INC. DA TED, MARCH 7, 200,l 6. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 7. COASTAL DEVELOPMENT PERMIT NO. 03-25 DATED MAY 19, 200-f 8. CITY OF CARLSBAD RESOLUTION NO. -f506, DATED APRIL 7, 1999, CITY COUNCIL RESOLUTION NO. 99-161 DATED MAY 11, 1999, RESOLUTION NO. 5262 & 5263 DATED JULY 17, 2002 AND SOP RESOLUTION NO. 5629 DATED MAY 19, 2004. 9. SWPPP W0/0 NO. 9 37S320601 DATED JULY 22, 2003 10. STORM WATER MANAGEMENT PIAN DATED AUGUST 4, 200J, AMENDED MAY 21, 2004. LEGEND DESCRIPTION DROPPED GARAGES •• BACKFLOW PREVENTOR REQUIRED •• (SEE NOTE 1 BELOW) PAO ELEVATION FINISHED FLOOR ELEVATION GARAGE FLOOR ELEVATION (FRONT) LOT LINE DEEPENED FOOTINGS •• WATER LATERAL ••• SEWER LATERAL ••• PIAN NUMBER (R-REVERSE) LOT NUMBER -f" PVC AREA DRAIN 6" NOS SPEE-0 DRAIN (OR EQUAL) STREET LIGHT ••• STORM DRAIN ••• EASEMENT 3' CONCRETE WALK FOR REFERENCE ONLY GRADE BREAK GRAVEL BAGS FIBER ROLL • CITY OF CARLSBAD STANDARDS •• CONSTRUCTED BY SEPARATE PERMIT ••• PER DWG NO -fOB-7 NOTE 1: TWO STORY HOMES MAY HAVE DUAL WASTE SYSTEM IF REQUIRED BY THE BUILDING OFFICIAL. l PLANNINCDEPARTMENTAPPRO~L Wu4o«CJ"J\ ~1t,IIJ0~ . ~fl • Nl!D) SYMBOL P=-f-fD.7 FF=-f41.45 GFF-440.7 QUANTITY rd-ffi..\-tl-\f -------- ll!I O·······/i ~-./ I 19 LF , 2-f EACH :;so LF NOTICE TO PROSPECTIVE BUYERS THESE PLANS ARE TECHNICAL IN NA TUR£ AND ARE PRODUCED TO BE USE:D BY WORKMEN IN ORDER TO PERFORM THEIR WORK IN CONFORMITY WITH LOCAL LAWS AND GOOD ENGINEERING PRACTICES. THEY DO NOT ATTEMPT TO SHOW THE EXACT LOCATION OF £VERY frEM WITHIN THE HOUSE AND LOT. THESE PLANS SHOULD NOT BE RELIED UPON FOR THOSE PURPOSES. KEYSTONE COMMUNITIES 533J MISSION CENTER RO. SUITE 360 SAN DIEGO, CA 92108 (619) 299--f855 "AS BUILT" IIICIIAEL J. IIO~~IANIIIIIG Dll!lx:TOR DATE /7 RCE ____ EXP. ___ _ "/4:u,., ~ ~· / DATE:08/~ lc,tj 1-R-E-VI-EW_E_D_B_Y:-------------1 r 1 (IIIGNl!D) r 1 • RECOIIIIENDED BY: G~z;;(~~B:Q __ INSPECTOR DATE I SH:ET I CITY OF CARLSBAD I SH~TS I l---+-----1----------------t---t---+--+---t ENGINEERING DEPARTMENT ENGINEER OF WORK ~d7'~ ... z RA)IND !..MARTIN R.C.E. NO. 48670 EXP. 6/30/06 ' I t----+----1----------------i-----i------t---,-----i t----+----1----------------t----+-----t---,-----i PRECISE GRADING & £ROS/ON CONTROL PLANS FOR: DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DEJONG PROPERTY MODELS -LOTS 23-25 APPROVED LLOYD B. HUBBS6'Y' A :r •""p....,,... ~"" ·-£ ~/J~/4,v CITY ENGINEE RC~ EXP.12/31/05 DATE OWN BY, ---,..-:-:..--- CHKD BY: ~RI'"'!~.,..,_,, - RVWD BY, ~~ I PROJECT NO. I DRAWING NO. CT98-05 . 408-7C ~------- R: \ 0006\ &Enq \ PRECISE\ MODELS\ 0006PGO 1. dwq W.O NO 2419-3 SPECIAL NOTES 1. SEE TRACT MAP AND EASEMENT PlATS FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. 2. Pl.ANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798. J. FRONT. REAR AND SIDE YARD DIMENSIONS SHOWN :±. ARE APPROX/MA TE. "· SETBACKS ARE MEASURES TO THE NEAREST VERTICAL PROJECTION. 5. VERIFY lAYOUT AND DIMENSIONS AT JOB SITE. 6. SEE ENGINEER'S PlANS FOR LOCATION OF UTTLmES. 7. NO DRIVEWAl'S SHALL EXCEED 10,r GRADE WITHOUT A "' VERTICAL CURVE AT GARAGE AND RIGHT OF WAY. 8. PROVIDE GRADING DEPARTMENT CLEARANCE BEFORE FOUNDATION INSPECTION. 9. ALL FILL TO BE APPROVED COl,/PACTED FILL. 10. LOTS SHALL BE GRADED IN ACCORDANCE WITH CITY OF CARLSBAD STANDARDS GS-15. 11. CONTRACTOR TO PROVIDE TEMPORARY SANITATION FACILITIES. 12. THE ANGLE OF REPOSE IS AN IMAGINARY LINE "5 ' TO THE HORIZONTAL. EXTENDING DOWNWARD FROM THE BOTTOM CORNER OF ANY BUILDING FOOTING AND SHALL NOT INTERSECT ANY PART OF AN EXCAVATION FOR UTTLmES, DRAINAGE, ETC. 1 J. FRONT WALK PER lANDSCAPE PlANS. 14. ALL DRIVEWA l'S SHALL BE CONSTRUCTED PER SDRSD No. G-1-M. 15. GARAGE FLOOR ELEVATION IS AT DOOR (2" FALL FROM REAR) AND EQUALS GROUND ELEVATION AT HOUSE LINE UNLESS OTHERWISE SHOWN. 16. DURING HOUSE lAYOUT AND BEFORE TRE:NCHING ALL SET8ACK DIMENSIONS SHOWN ON PLOT PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER AND ENGINEER BY CONTRACTOR FOR RESOLUTION. 17. WALLS AND FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS. 18. ALL PVC DRAIN LINES SHALL BE 4• SOLID WALL, SCHEDULE 8D (UNLESS OTHERWISE NOTED), 1,r MIN SLOP£ 19. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL BE NOS 6" SPEE-D BASIN OR EC/UAL. ALL DRAINAGE INLETS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY SHALL BE BROOKS D/2424-24" SQUARE CONCRETE CATCH BASIN WITH METAL GRATE: OR EQUAL. 20. AU LOT DRAINAGE SWALES ARE TO BE A MINIMUM OF 1.0 ,r SLOPE. 21. ELEVATIONS ON THIS Pl.AN SHOWN AS "51. 00" ARE TRUNCATED IN THE ONE HUNDREDS PLACE BY JOD.00. IE. 51.00 -351.00 22. SETBACKS FOR THIS PROJECT ARE AS FOLLOWS: FRONT YARDS -20 FEET REAR YARDS -TWICE THE REQUIRED SIDE YARD SETBACK SIDE YARDS -10,r OF LOT WIOTH 23. SEE SOILS REPORT DATED MARCH 7, 2003, PREPARED BY GEOSO/LS. 24. FOR ROUGH GRADING Pl.ANS AND SPEC/FICATONS SEE CITY OF CARLSBAD Dwt;. NO. 408-78. 25. STREET, CURB, & PAD ELEVATIONS ARE PER EXIST. PLANS & SHOULD BE VERIFIED IN THE FIELD. IF ACTUAL EL£VATIONS VARY FROM THOSE SHOWN, NOTIFY THE ENGINEER OF WORK AT (858) 558-4500. - ---- @) ® MODELS ~ 0 a::1----<: ..J <( a: llt1----,-1 ~ m MARITIME CD CD CD CD -----r· PROJECT BOUNDARY CD POINSETTIA LANE -------------------- KEY MAP SCALE: 1 "=100' ------PROJECT BOUNDARY LOT LINES LOT NO. SHEET NO. 26. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED 8/19/03. 27. DR/\IEWAY PAVING MATERIAL TO BE 4" P.C.C. MIN. --·----·-----·-----·-----·-----·----·-----·------ 28. STREET ADDRESS SHALL BE LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY FIRE CODE. 29. SEWER If. CLEAN-OUTS ARE PER CITY OF CARLSBAD STANDARD DRAWING S-7. JO. AN APPROVED 8'1CKWATER VALVE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE SUCH f:LEVATION SHALL DISCHARGE THROUGH THE 8'1CKWA TER VAL VE. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION CONT. g. h. I. J. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY Bf: OMITTED ON LOCATIONS WHERE THE AREA BEING HYDRO SEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STR£ET OR R£SID£NTIAL STRUCTURES. ITEM a OF THIS SUBS£C170N MUST 8£ /NOC ULA TED WITH A NITROGEN FIXING 8'1CTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING Bf:FORE HYOROSEEDING. ALL SEED MATERIALS SHALL BE Tl?ANSPORTED ro THE JOBS/TE: IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE C£RTIFICATION TAG ATTACHED TO, OR PRINTED ON SA/0 CONTAINERS. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS Rf:QUIRl:D IN SECTION 212 OF THE STANDARD NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. SPl:C/FICA TIONS AND THE FOLLOWING: A. 8. C. HYDROSl:f:DING SHALL BE APPLIED TO: 1. ALL SLDPl:S THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: 2. o. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. AREAS GRADED FLA TTE:R THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAl'S OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS H/GHL Y VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDmON IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: o. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WA TERI NG FROM QUICK COUPLERS/HOSE BIBS OR A CONVE:NTIONAL Sl'STEM OF LOW PR£CIPITA TION SPRINKLER HEADS PROVIDING 1 oo,r COVERAGE. b. GREATER THAN 8 FEET IN H£/GHT SHALL BE WATERED BY A CONVENTION- AL Sl'STEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100,r COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY £NG/NEER, PRIOR TO HYDROSE£DING. TH£ DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVID£ /RR/GA TION TO THE CITY £NGIN££R. TH£ PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED Sl'STEM. J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR TH£ GROWTH OF THE HYDROSEEDED GROWTH. HYDROSEEDING MIX SHAU 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. P£R ACR£ OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CM CALIFORN!CA d. 4 lbs. P£R ACR£ OF ACH!LLEA MILLEFOLIA e. J lbs. PER ACRE OF Al l'SSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA HUNSAKER & ASSOCIATES SAN 0IECO, INC. PLANNING 10179 Huennekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)558-1414 D. £ 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STl?AW) MAY BE SUBSTfTUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STl?AW IS USED IT MUST BE ANCHORED TO THE SLOPE BY M£CHANICALLY PUNCHING NO LESS THAN 50,r OF TH£ STRAW INTO TH£ SOIL. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACR£ AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE ro BE PLANTED BY ANY OR A COMB/NATION OF: 2. a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AR£AS 6: 1 OR FLA TTE:R THAT ARE sumCIENTL Y FRIABLE c. RIPPING AREAS THAT Will NOT BREAK UP USING ITEMS o OR b ABOIIE CONDITIONING THE SOILS SO THAT fT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFAC£ SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDmON OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVE:RING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSE£DED AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DON WIUIAMSON AT (619) 299-4855 OUR/NG BUSINESS HOURS. AFTER NORMAL BUSINESS HOURS USE KEYSTONE COMMUNlnES £MERGENCY PAG£R NUMBER (760) 888-9867. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIM£S DURING THE RAINY SEASON. ALL N£CESSARY MATERIALS SHALL 8£ STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. J. 0£VIC£S SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. TH£ CONTl?ACTOR SHAU RESTORE ALL EROSION CONTROL DE:v/CES 7V WORKING ORO£R TO TH£ SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFT PRODUCING RAINFALL. 5. THE CONTRAC7VR SHAU INSTAU AODITIONAL EROSION CONTROL MEASURES AS MAY Bf: REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPL£TED GRADING OP£RA TIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARIS£ 6. THE CONTRACTOR SHALL St RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUnONS ro PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROV/OED P£R TH£ APPROVED GRADING PLAN Slw.L BE INCORPORATED HEREON. 8. GRAOEO AREAS AROUND THE PROJECT PERIME1'ER MUST DRAl/ol AWAY FROM TH£ FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DE:v/CES SHOWN SHALL St IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40Jf). SILT AND OTHER DEBRIS SHALL BE R£MOV£D AFTER EACH RAINFALL. 10. ALL GRAVEL 8'1GS SHALL BE BURLAP TYP£ WITH J/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEED£D SLOPES FAIL TO PROV/OE ffFECTIVE COVERAGE OF GRADED SLOPES (90,C COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED SY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.02.J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. PROPERTY LIN£ HOUSE 4' J' MIN. F.F. 6" MIN. FIRE ZONE NOTES ZONE A-1: 4' MIN. 1 ' MIN. -+, --II 6" MIN. q_ SWAL£ 2% MIN. -21% MAX. SIDE YARD DETAIL NTS HOUSE F.F. 1. PLANTED WITH GROUND COVER OR LOW GROWING SHRUB SP£C/£S (LESS THAN J' IN HEIGHT) KNOWN TO HAV£ FIR£ RETARDANT QUALITIES. 2. NO TREES OR SHRUBS ALLOWED. 3. fRRIGA T£D ZON£ A-2: 1. PLANTED WITH LOW WATER US£ NATURALIZING PLANT SPECIES KNOW TO HAVE LOW FUEL CHARACT£RISTfCS. 2. NO TREES ALLOWED. 3. /RR/GA TED. ZONE A-3: 1. PLANT£D WITH LOW WATER USE NATURALIZED PLANT SPECIES KNOWN TO HAVE LOW FUEL CHARACTERISTICS. 2. TREES ALLOWED BUT SHALL NOT BE PLANTED CLOSER THAN 20' APART. 3. IRRIGATED. ENGINEER OF WORK R ND L. MARTIN :::a. 48670 EXP. 6/30/06 PL DRIVEWAY APPROACH DATE 2 1 12" MIN' FIBER ROLL N.T.S. 5' (MIN) 5' ABER ROLL 8" MIN WOOD STAKE 3/4" X 3/4" MAX 4' SPACING 1' MIN. VARIES J' MIN 6" MIN. MUDS/LL e PL ir A A C ir C NO MOUNDING IN THIS AREA (TOP OF SLOPE 0.5' MIN ABO\IE SWALE & NOT TO EXCEED FINISH PAD ELE.V.) GRAVEL BAGS (TYP,) 21 ,c MM· SECTION A-A CURB NOTE: SID£ SLOPE RA TIO VARIES 4' AND UNDER ARE: 1.5: 1 & OV£R 4' ARE 2:1. N.T.S. TYPICAL LOT EROSION CONTROL DETAIL NTS sg;TION 8-8 D<IS71NG BE:RM TO RE:MAIN AND CONTRACTOR SHALL MODIFY FENCE: HEIGHT AND LOCATION AS NECESSARY TO COMPLY WITH CITY REQU1REME:NTS 12· --E)/1STING GROUND SURFACE: H IN FEET L IN FEET 0-5 - 5'-20' 2.5' 20'-40' 5' OVER 40' 10' SLOPE ROUNDING DETAIL (DOES NOT APPLY TO SIDE: SLOPES BETW££N RESIDENTIAL UN1TS) SIGHT DISTANCE: TR/ANGIE (2.5' MAX. HEIGHT OF ANY OBJECTS, 11£G£TA nON, SLOPE & £IC.) TYPICAL CORNER LOT SIGHT DISTANCE SETBACK NTS I 4' VE:RTICAL CURVE 6"-B" ABOVE STRAIGHT GRADE --,--- GARAG£ SLAB _ STRAIGHT GRADE FROM BACK OF ------DRIVEWAY APPROACH TO GARAGE: SlAB. NOTE: 1) TH£ MAXIMUM DRIVEWAY SLOP£, MEASURED ON THE LOW£R OR STE£P£R SID£ OF TH£ DRIVEWAY, SHALL BE 14%. SLOPES £XC£EDING 14% SHALL R£0UIR£ SP£CIFIC APPROVAL BY THE KEYSTONE COMMUNIT/£S PROJ£CT MANAGER. 2) WHEN TH£ MAXIMUM DRIVEWAY SLOPES £XC££DS 10%, INCORPORATE VERTICAL CURVE TRANSITIONS AS SHOWN. THIS "ROLL" IN TH£ DRIVEWAY IS INT£NO£D TO HELP AVOID BOTTOMING BY LONG£R V£H/CL£S AND TO MAK£ TH£ DRIV£ MORE PLEASING VISUALLY. DRIVEWAY TRANSITIONS FOR DRIVEWAY EXCEEDING 10% SLOPE NTS 5' MIN VARIES J' MIN VARIES 1' MIN ELEV. MUST BE EQUAL TO BLDG. PAO £LE.V. OR HIGHER DEE:PENED FOOTING WH£N REQ'D (S££ DETAIL AT LEFT) SECTION C-C BLDG - L D D j t PLAN VIEW @ FOUNDATION SECTION D·D TYPICAL DEEP FOOTING DETAIL NTS NOTE; FOOTING DEPTH ON THIS DETAIL IS DIAGRAMMATIC; SEE Pl.AN FOR ACTUAL DEPTHS L FOOTING DE:PTH PER ARCHITECTURAL DRAWINGS "AS BUILT" DATE RCE ____ EXP. ---- REVIEWED BY: INSPECTOR DATE I SH2EET I CITY OF CARLSBAD I SH~ETS I l---+--+------------------t----t---,--1-1 ENGINEERING DEPARTMENT 1-----+--+-------------t----t-.--,--i PR£CISE GRADING & EROSION CONTROL PLANS FDR: DEJONG PROPERTY MODELS -LOTS 23-25 APPROVED LLOYD B. HUBBS dY, /4 6r~~~ liu.~/.,"I 1-----+---+------------------t-----t----r--,--, CITY ENG~ER RCE4!ToaiL EXP.72/Jl/01/ 1 DATE DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY=--~~ CHKD BY: !l..!,~. RVWD BY: C:O<JJ' I PROJECT NO. I DRAWING NO. CT98-05 . 408-7C ~-------- R: \ 0006\ &Ena\ PRECISE\ MOD£LS\ 0006PG02. dwa W.O NO 2419-J HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 HuennekellS Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(8S8)558·4500· FX(858)5S8·1414 11111 - -- l ' 6. , , . , \ \ %: ~ ' ~ ' ~ ' PAD=341. 70 FF=342.37 (fLANTATION) @ [ill 6.9' ' ' ' ' ' / i J BLACK RAIL ROAD <4 . ... ,.,, BRUSH MANAGEMENT ZONE 7' \ \ GFF=J42.?, 50+00 C, " ·~ ' 4c - -~-~»-- -~ ----~ -~~~1¢·Wffi ~-· ·--~ -~·-· '•• ''"--.. I ·.N , ' : ": " ' ~ ' 5' '--.. (COUNTRY> PAD=342.50 FF-343.17 4• GFF=J42.7 ·' C, ·-" 00 " " I I \ 77.00' 49+00 \ ! j i I FR -FIR£ DEPARTMENT REQUIREMENT: PURSUANT TO UWIC SECTION 505 CLASS 1, /GNIT10N RESISTANT CONSTRUCTION ANO UNIFORM FIRE CODE 2001 EDIT1DN REQUIREMENTS SHALL APPLY TO ALL LOTS WITH LESS THAN 60 FEET FIRE SUPPRESS/ON ZONES. ································ 1r~_··· --·====== ............ . ENGINEER OF WORK ·y~ 7/,-/4 y ~ - R• ;~ND L. MARTIN DATE DATE INITIAL R'.t'.E. NO. 48670 EXP. 6/30/06 ENGINEER OF WORI 0 NOTE: LOTS 23-25 BAGKFLOW PREVENTERS NOT REQUIRED REVISION DESCRIPTION 20 40 60 "------" "AS BUILT" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE I SH~ET I CITY OF CARLSBAD I SH~ETS I ENGINEERING DEPARTMENT PR[C/S[ GRADING & EROSION CONTROL PLANS FDR: DEJONG PROPERTY MODELS -LOTS 23-25 APPROVED LLOYD B. HUBBS di"' /2 I~ y· . •./ ~ J. ~ CITY ENGINEE RCE ?. 9 EXP.12 1 31 IQ~~ OWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: Q;~ CT98-05 408-7C OTHER APPROVAL CITY APPROVAL RVWD BY: R: \ 0006\ &Eng\ PRECISE\ MODELS\ 0006PG03. dwg W.O NO 2419-3