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HomeMy WebLinkAboutDWG 406-6B; CT 02-23; LA COSTA GREENS NEIGHBORHOOD 1.08; 01-16GRADING NOTES (IN ADDlnDN TO THE REQUIREMENTS or CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PRE:VIDUSLY 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 POl?TION or THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDlnONAL 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. J. CITY APPROVAL OF PlANS DOES NOT RELIEVE: THE DEVE:LOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PlAN RE:VISIDNS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMrr 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 OCCURRENCE OF LIABILITY. Itlf INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RAUNG OF ti AND A SIZE CATEGORY OF CLASS Y AS ESTABLISHED BY "BESIS" W RATING GUIDE. 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 DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE 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. IJ. NO RE:VIS/ONS WILL BE MADE TO THESE PlANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE RE:VISION 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. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO RffiECT 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) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRING/ PALLY DOING BUSINESS IN THE FIELD OF APPUED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBl,//TTED TD THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING ll<IYS OF THE COMPLETION OF FIELD TESTS. 1 J. A SOILS COI.IPACTION REPORT AND COMPUANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMrr. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCDR!l<INCE WITH THE CITY OF CARLSBAD STANll<IRD SPECIFICATIONS AND THE • EARTHWORI< SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS INVE:STIGA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHAU BE HEI Q AT THE SITE PRIOR TO TH£ BEGINNING OF WORK AND SHALL BE ATTENDED BY All REPRESENTATIVES RESPONSIBLE FDR CONSTRUCTION, INSPECTTON, SUPflMSIQN. TESTING AND AU. DTHER ASPECIS OF THE WOR~ THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK4J8-1161 ext. 4J2J) 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 MEETING. 15. ALL INSPECTION R£QUESTS OTHER llWI FOR PRECONSTRUCTION /,/EFT/NG WILL BE ~ ~kCAkh~1:w1ffrlffgLN~}'wt!Aft U8fTRafft[gUM ePkii11&~'1,lr ON THE DAY BEFORE THE INSPECUON IS NEEDED, INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REOUEST OTHERWISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK ll<IYS LATER. 16. THE OWNER AND/DR APPLICANT THROUGH THE DEVELOPER AND/DR CONTRACTOR SHALL DESIGN, CONSTRUCT AND I.IA/NTAIN ALL SAFETY DE:VICES, 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/DR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFITY ORDERS, TITLE 8 CALIFORNIA ADI.IINISTRAUVE CODE. THE PLAN SHALi, BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS FXPENSF. 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 APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. If ANY ARCHAEOLOGICAL RESOURCES ARE D/SCQYFREQ WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE /t,IMEDIATEI Y. 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 SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE DR ADJACENT THERETO, 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 AM. AND SUNSET EACH ll<IY. MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLl!l<IYS. (A LIST OF CITY HOLlll<IYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF SITE HAUL ROUTES SHAL l BE SUBMITTED BY THE CONTRACTOR TO THE CITY FNGINEFR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF JiQBK. 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 THE HAUL ROUTES OR ADJACENT STREITS AS A RESULT OF THE GRADING OPEPATION 2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PlAN. 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 Sm=: SHALL BE LEFT IN A NEAT AND ORDERLY CDNDlnDN. 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 HYDRDS[EDED WITHIN TEN (10} DAYS OF THE TIME WHEN £M:Jj 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 ND. 406-6L, AND/DR 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 wrrH A MINIMUM D-LOAD OF 1,J50. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" l't,t; MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/ 4" ROCK PER SDRSD S-4 TYPE "C" AND PIPE MEETS ASTM STAN!l<IRD 50J4 FOR SOR 35 SOLID WALL PIPE. J 1. 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 STRffi AREAS 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 FACILmES (ABOVE GROUND AND UNDER GROUND) WITHIN Tl-IE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND TI-IAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILJTY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING ll<IYS PRIOR TO STARTING GRADING NEAR THEIR FAG/UT/ES AND SHALL COORDINATE THE WORK WITH A COI.IPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT SDGkE (800) 422-41JJ (800) 660-7J4J PACIFIC BELL ADELPHIA CABLE COMMUNICATIONS COX COMMUNICATIONS f800~ 892-0123 760 4-JB-7741 760 806-9809 (760) 438-2980 (760) 438-2722 CITY OF CARLSBAD (STREETS At STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER At RECLAIMED WATER) J4. PERMIT COMPLIANCE REQUIREMENTS: A FDR CONTROLLFQ GRA~NG-THE APPLICANT HIRES A CML ENGINEER, SOILS ENGINEER, AND OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO f/NAL APPROVAL OF A GRADING PERMIT-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR { 15. 16. 120 A. 1 OJ CARLSBAD MUNICIPAL CODE: (1} FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION 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 QLIALITY 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 REQUIREMENTS 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 CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRFD FOR ANY SUCH RECHECK. J6. THE SOILS REPORT TITLED VILLAGES OF LA COSTA "THE GREENS" PREPARED BY GEOCON, JUNE 25, 2001 UPOATED LETTER DEC. 16, 2003, 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. 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 OPERATIONS. THE FOLLOWING MEASURES ARE REOU/RED 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 ~A THER CONDITIONS. 2. ALL UNPAVED AREAS SHALL BE REVEGETA TED ACCORDING TO THE APPROVED LANDSCAPE PLANS AS SOON AS POSSIBLE AFTER GRADING. 3. AU CONSTRUCTION-RELATED TRAmc SHALL BE RESTRICTED TO ROUTES THAT ARE DUST-CONTROLLED, REDUCED SPEED LIMITS SHALL BE MAINTAINED FOR ALL HAUL AND CONSTRUCT/ON VEHICLES. 4. ALL CONSTRUCTION ACTIVITIES SHALL BE LIMITED DURING PERIODS OF HIGH WINDS. 5. ALL HEAVY-DUTY, DIESEL PO~RED CONSTRUCTION EQUIPMENT SHALL BE OPERA TED ACCORDING TO MANUFACTURERS SUGGESTED OPERA TING INSTRUCT/ON (WITH THE FUEL INJECTION TIMING RETARDED TO RECOMMENDED 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 GOA TING AND CUT-BACK ASPHALT SHALL ADHERE TO APCD RULES 67. 9 AND 67. 7, TO EFFFCTIVELY 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 THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NOS. 213-111-02, 213-111-03, 213-11-06, 213-111-07. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N ~ E~ PRECISE GRADING AND EROSION CONTROL PLANS FOR LA COSTA GREENS NEIGHBORHOOD 1.08 CITY OF' SAN MARCOS II COST,<\ CITY OF ENCINITAS VICINITY MAP NTS OWNER'S CERTIFICATE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVIS nV1°R ALL GRADING CT/JI/TY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SrrE. ~ Y~/4~ SIGNATURE w~~,.,;·~"'~ ,_ ... As&H, ' I. •• I ~ i.,.,..,,.,i.,, '"""'' li......aATE r I SOILS ENGINEER'S CERTIFICATE I, SHANE RODACKER, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON JUNE 25TH, 2001 AND UPDATE JUNE 18TH, 2004. TWO COMPLETE COPIES OF THE 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 AND CERTIFY THAT 7HE RECOMMENDATIONS INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS ,...,.,~-~k:1:?"' s#khookKER R.C.E. NO. 63291 EXP. DATE: 6/30/06 "DECLARATION OF RESPONSIBT,E 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 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 DRAWINGS AND SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HUNSAKER 4: ASSOC/A TES ADDRESS: 10179 HUENNEKENS AVE CITY, ST.: SAN DIEGO CA TEL£.1HNE: (858) 558-4500 BY: -= :+£IPL~ MONO L. MARTIN P.E. NO.: RCF 48670 EXPIRATION DATE: _,6""/_,.J.:.0/icc0,,_,6"--------- SOURCE OF TOPOGRAPHY DATE: --'-7.,_/4=z.-=-e.._/4_y,__ __ R. J. LUNG AND ASSOCIATES, 2832 WALNUT AVENUE, TUSTIN, CA. 92680. {714) 832-2077, AERIAL PHOTOGRAPHY FLOWN OCT. 25, 1999 &: MASS GRADING PLAN PER CITY OF CARLSBAD DWG. NO. 397-1A OWNERS / PERMITTEF.,,S WARMINGTON HOMES CALIFORNIA 701 PALOMAR AIRPORT ROAD, SUITE 300 CARLSBAD, CA 92009 (760) 931-4766 J,EGAL DESCRIPTION BEING A SUBDIVISION OF LOTS 8 AND 19 OF CARLSBAD TRACT NO. 99-03 LA COSTA GREENS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1454J, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FFBRUARY 12, 2003 TOGETHER WITH PORTIONS OF AL/CANTE ROAD AND LAPIS ROAD, AS DEDICATED TO PUBLIC US£ ASSESSOR'S PARCEL NUMBERS 213-111-002 TO 213-111-07. _BASIS OF BEARINGS REFERENCE DRAWINGS CITY OF CARLSBAD DRAWING NO. 397-2 CITY OF CARLSBAD DRAWING NO. J97-2A CITY OF CARLSBAD DRAWING NO. 406-6 LEGEND OF ABBREVIATIONS TC TG GB BC EC HP LP FL FG IE ST RT LT FS NTS 1W TF DF GFF TOP OF CURB TOP OF GRADE GRADE BREAK BEGIN CURVE END CURVE HIGH POINT LOW POINT FLOW LINE FINISHED GRADE INVERT ELEVATION STREET RIGHT LEFT FINISHED SURFACE NOT TO SCALE TOP OF WALL TOP OF FOOTING DEEPENED FOOTING G4RAGE FINISHED FLOOR EARTHWORK QUANTITIES* CUT.· FILL: EXPORT: IMPORT: REMEDIAL: 4100 -CY 0 -CY 4100 -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 SHE£T I SH£ET 2-3 SHEET 4-16 Tl TL£ NOTES KEY MAP, NOTES 8 DETAILS PRECISE GRADING PLAN 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' REQUIRED 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 CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 2. 3. 1. CARLSBAD MUNICIPAL COD£ CITY OF CARLSBAD STANDARDS. THIS SET OF PLANS. 4. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NO. 501/S AND NO. 5487 DA TED OCT. 15, 2003 5. 6. 7. THE STANDARD SPECIFICA_r/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY GEOCON DATED JUNE 25, 2001 ANO UPDATED JUNE 18TH, 2004. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. 9. FINAL PROGRAM EIR 98-07 AND THE MITIGATION MONITORING AND REPORTING PROGRAM. SWPPP WDID /9 37C328075 10. 11. STORM WATER MANAGEMENT PLAN PREPARED BY HUNSAKER&: ASSOCIATES DATED JUNE 3, 2004. SDP PLANNING COMMISION RESOLUTION NO. 5598 DATED APRIL 7, 2004. 12. CALIFORNIA STORM WAlER QUALITY ASSOCIATION, STORMWATER BEST MANAGEMENT PRACTICE, CONSTRUCT/ON HANDBOOK AND STA TE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. DESCRIPTION DROPPED GARAGES LEGEND BACKWATER VALVE/SPLIT SYSTEM REQUIRED PAD ELEVATION FINISHED FLOOR ELEVATION GARAGE FLOOR ELEVATION DEEPENED FOOTINGS WATER LATERAL••• SEWER LATERAL••• PLAN NUMBER (R-REVERSE) ELEVATION AND COLOR SCHEME LOT NUMBER MASONRY THEME ljlALL OR SOUND WALL (PER LANDSCAPE PLANS) GLASS VIEW WALL {PER LANDSCAPE PLANS) PILASTER (PER LANDSCAPE PLANS} TUBULAR STEEL VIEW FENCE (PER LANDSCAPE PLANS) CONCRETE CURB {PER LANDSCAPE PLANS) WOOD FENCE {PER LANDSCAPE PLANS} RETAINING WALL STREET ,NAME SIGN• .. FIRE HYDRANT"•• STREET LIGHT"•• WATER MAIN••• SEWER MAIN••• STORM DRAIN••• EASEMENT ~• PVC AREA DRAIN 6" NDS SPEE-D DRAIN {OR EQUAL} SIDEWALK UNDERDRAIN (SDRSD D-27) (-Y PVc.) 30" X 30" A/C CONCRETE PAD UTILITY METERS GRAVEL BAGS FIBER ROLLS {SEE DETAIL ON SHEET 2) .:.ATe. • CITY OF CARLSBAD STANDARDS ••• IMPROVEMENTS PER DWG 406-6 •• CONSTRUCTED BY SEPARATE PERMIT NOTE 1: TWO STORY HOMES MAY HAVE DUAL WASTE SYSTEM IF REQUIRED BY THE BUILDING OFFICIAL. 4' oveie, }'"LOW pPA1µ PLANNING DEPARTMENT APPROVAL ~°'°'e@t~•:,qa,"' DATE:e/U"/ti+ SYMBOL * 00 P=137.60 FF=138.J5 GFF-1J7.80 6/\XMMI\M [ill @§; al:> -><.---x-- ------ 181 --- ~ ◄ . ocx::x=x:x::, . ■' o==== "AS BUILT" IIICIIAl:L I. IIOIZIIILLER, PLANNING DIRECTOR I------------ ~ DArn::e)r;b'.j RCE EXP. ___ _ REVIEWED BY: Rl:COIIIIEIIDED !Ff: CJ\ri<llf Wef-,1h:)a,Q (PRINT RAIi!!) INSPECTOR QUANTITY 34 EA 2327 LF 139 EA 82 EA 556 EA 6560 LF DATE DATE l---+--+-------------+------t---+---t----1 I SH1EET I CITY OF CARLSBAD I SH1E6TS I ENGINEERING DEPARHIENT THf BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM - 1983, ZONE VI, /991.35 EPOCH. NORTH AMERICAN DATUM OF 1983 /NADB3J, GRID BEARINGS BETWEEN STATION 147 AND 1-------------------1 STATION 152 AS SAID COORDINAT£S ARE IMPORTANT NOTICE ~P==R==E=c=,s==E=-G=R=:l\=o=, N::G=::&=::ER::;:o==s==, O';'N=c==o==N=;TR==o==L==;P:::LA::N::S;:::::'.f:;OR;:=~ Pl.ANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, INC. 10l79 Huennekens Street Sa.rt Dieg,o, Ca 92121 PH(858)558-4500 · FX(B5BIS58·1414 SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT.· TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE YOU DIG PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABLISHED BY COUNTY RECORDER ON FEBRUARY 8, 2002. IE: N 04'55'39" W REFERNC£D BEARINGS FROM OTHER DOCUMENTS/DEEDS MAY OR MAY NOT Bf IN TERMS OF SAID SYSTfM THE COMBINED SCALE FACTOR AT STATION 147 IS 0.99993947. GRID DISTANCE• GROUND DISTANCE X COMBINED SCALE FACTOR. LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED LLOYD HUBBS Jr p/, c! . , ENGINEER OF WORK l-:'.tJ'-".5-'-·1'!...."l·,c:t75""-+-'R'--'J.:..'.M~l-'i'~•..cR:.:-€'-'-V'--'IG:.:-lf-'W.="RL.LG SHEETS tJ-1() .,..7'-b'!!i 1 "-~ ~ -->b<:'. ~~~.,.. ~~~~~/~0~4~~~~~~,~~~~~~~••;~t,;~=v~,~~,~~~~·~•~11~0~=~~~,=~+--+--~J~~~·✓-~WYENGINEE=IT=Y=E=N==r=RR=c=;[:~~~==a=i~====·~~E;~xe~~!~2-,=Z~3-7= •• /~0~5~==DA=T~E ~ ~ I::_ 7/4t,/o'f 1---+---+-=f':J:..:....:"--...::...:.011_ic_ • ...:Olc....>-1_El,..16 __ ,_0 _~_-'.:>_='-'-'-e=-e=-:r-4 _-1_e,. __ _,,--::-:--::::---r::c=c-t--::-:-::::--t-::=-:-:--J DWN BY:_,,,,.....--PROJECT NO. DRAWING NO. -R-AYJ'.~.,.._Dlt<':1Lf'. ... M .. A_..:R:c:TI;._N_~"'.:'-"'::!'~'c'.:::::,,.____.!.!.:_~DA;'__:T;EL •DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL ~~~~ =~:-'1jmc~'-i---CT 02-23 406-6B R.C.E. NO. 48670 EXP. 6/30/06 ENGINEER or WORI OTHER APPROVAL CITY APPROVAL R:\0326 \ 8.Eng \Precise Grooling \0326PG01,olwg[ 1?7'.""5 l, Jul-28-2004:14:10 W.O NO 0107-_q;l/30 091404 011405 Ul □ if~ mg ... ... ,b. oo -m -' I mm m EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CHUCK /SBELL AT (760) 427-1947 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECE;SSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. .J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE: CONCLUSION OF EACH WORKING DAY. 9. ALL RE:MOVABLE: PROTE:CTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE: END OF EACH WORKING DAY WHE:N THE: FIVE (5) DAY RAIN PROBABILITY FORE:CAST EXCEEDS FORTY PERCE:NT ( 40%). SILT AND OTHE:R DE:BR/S SHALL BE RE:MOVED AFTE:R EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE: WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GE:RMINATION OF HYDROSE:E:DED SLOPES FAIL TO PROVIDE: E:FTE:CTIVE: COVERAGE: OF GRADE:D SLOPE:S (90% COVERAGE:) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLE:D IN ACCORDANCE WITH SE:CTION 35.023 OF THE: E:ROS/ON AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ' ' ) I I ~ ' ' 13 12 11 --ID 7 8 18 17 18 18 88 ea Tl 70 KEY MAP SCALE: 1 "=200' ALL PERMANE:NT AND TEMPORARY E:ROS/ON CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINE:D AS REQUIRED IN SE:CTION 212 OF THE STANDARD SPECIF/CA T/ONS AND THE: FOLLOWING: PROJECT BOUNDARY -----LOT LINES A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEE:PER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FE:ET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF TH£ FOLLOWING CONDITIONS EXIST.· a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DA)S OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL 8£ IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADm 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOS£ 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 S)STEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVE:D BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTE:M. 3. IRRIGATION 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. PER 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. I /2 lb. PER ACRE OF DIMORPH/JLECA g. /IEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS 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 BROADCASTING BEFORE HYDROSEEDING. OF THE CONTRACTOR. 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-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE:. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART. FOR HYDRAULICALLY APPLIE:D FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% 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 5:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDffiONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROV/OE A VIGOROUS GROWTH UNTIL THE PROJE:CT IS PE:RMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSE:EDING IS THE: PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. HUNSAKER 70 ~ LOT NO. SHEET NO. N'L Y AND W'LY R/W 1J'j10'" MIN. 6 5' 7.5' 200 60'/56'" PUBLIC UIILITY EASEMENT J0'/28"" CL 17' 18'" 17' 18'* o 200 400 SCALE 1 "-200' rPVT TR[ET LIGHT (TYP. S'L AND E'L Y R/W MIN. 6" 4.5'* CONCRETF 5' 1,----+-i,~LK (TYPICAL) CONC/?£TF CURB 2 O' AND GUTTFR\ I--'='·~ (TYPICAL) ~ -7::;F~~.Jl! ..$. .l.!.. ~Ll__h.br~E:-:;:---, . ...-?'.? FIRE HYDRANT (TYP) A.;:···;~·=:::;=;· .. . ············~··~ENOTfS 56' V.!DE R.O W. ~"" ANO BASE (TYPICAL) '"TH 35• V.!DE CURB TO STREET DESIGN PER m IMPROVEMENT PLANS CURB FO CUL-DE-SAC, PUBLIC LOCAL STREET OR LOOP I STREETS (PER MASTER kLAN). VERMARINE COURT, MALACHITE PLACE, OBSIBIAN PLACE ONYX PLACE, AND SARDONYX STREET NTS NOTE: 1. FOR ROUGH GRADING PLANS AND SPECIF/CA TONS SEE CITY OF CARLSBAD DWG. NO. 406-6A 2. STREET. CURB, & PAD ELEVATIONS ARE PER EXIST. PLANS & SHOULD BE VERIFIED IN THE FIELD. IF ACTUAL ELEVATIONS VARY FROM THO$E SHOWN, NOTIFY THE ENGINEER OF WORK AT (858} 558-4500 J. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DA TED 4-21-04. 4. DRIVEWAY PAVING MATERIAL TO BE 4• P.C.C. MIN. 5. STREET ADDRESS SHALL BE LOCATED ON BUILDING EXTERIOR IN ACCORDANCE WITH CITY FIRE CODE. 6. SEWER If CLEAN-OUTS ARE PER CITY OF CARLSBAD STANDARD DRAWING S-7 7. AN APPROVED BACKWATER VAL VE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCA TEO BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE SUCH ELEVATION SHALL DISCHARGE THROUGH THE BACKWA TEI? VAL VE. 800 it SET BACKS __ PEI? PLAN A PL C B SET BACKS >--+-PER PLAN C NO MOUNDING PL VARIE:5 5' MIN 2 1 1' MIN. J' MIN• 6" MIN. IN THIS AREA (TOP OF SLOPE 0.5' MIN ABOVE SWALE & NOT TO EXCEED FINISH PAD ELEV.) • 5' TYPICAL UNLESS OTHERWISE NOTED DEEPENED FOOTING WHEN REQ'D (SEE DETAIL BELOW) PL SIDEWALK UNDf:RDRAIN PER SDRSD ====d!==~~==~~~~~-27 (TYP); INSTALL ON LOW SIDE OF cuRe-----"' LOT. 5' FROM If UNLESS SHOWN OTHERWISE ON PIAN. NOTE: SIDE SLOPE RATIO VARIES 4' AND UNDER ARE 1.5: 1 &: OVER 4' ARE 2:1. TYPICAL LOT EROSION CONTROL DETAIL 2• MIN 4• MAX 12" MIN' N.T.S. FIBER ROLL FIBER ROLL 8 • MIN WOOD STAKE J/4"x3/4" MAX 4' SPACING L L 4' ~ SECTION 8-8 5' MIN 3' MIN• SECTION A-A N.T.S. EXISTING BERM TO REMAIN AND CONTRACTOR SHALL MODIFY FENCE HEIGHT AND LOCATION AS NECESSARY TO COMPLY WITH CITY REQUIREMENTS EXISTING GROUND SURFACE 1' MIN H IN FEET L IN FEET 0"-5 - 5'-20' 2.5' 20' -Ari' •• OVER 40' 10' SLOPE ROUNDING DETAIL (DOES NOT APPLY TO SIDE SLOPES BE1WEEN RESIDENTIAL UNfTS) PL N.T.S. :· :• :·'• : , ." BLDG PAD ELEV. 2 ~;. j===:;.;;::~~~:it~i~~,c~M~~~,,_y.{.. ::::7";;::J I 2•-.J" BELOW r:i:HT GRADE •-lJ• ABOVE" STl?AIGHT GRADE GARAGE SLAB STRAIGHT GRADE F1?0M BACK OF ------DRIVEWAY APPROACH TO GARAGE SLAB. NOT~ 1) THE MAXIMUM DRMWAY SLOPE, MEASURED ON THE LOWE"R OR STEEPER SIDE OF THE DRIVEWAY, SHALL BE 14%. SLOPES EXCEEDING 147' SHALL REQUIRE SPECIFIC APPROVAL BY THE CITY ENGINEER. 2) WHEN THE MAXIMUM DRIVEWAY SLOPES EXCEEDS 12%, INCORPORATE TRANSITIONS AS SHOWN ABOVE. THIS "ROLL• IN THE DRIVEWAY IS INTENDED TO HELP AVOID BOTTOMING BY LONGER VEHICLES AND TO MAKE THE DRIVEWAY MORE PLEASING VISUALLY. DRIVEWAY TRANSITIONS FOR DRIVEWAY EXCEEDING 12% SLOPE CUR R N. T.S. I\ /\ PAD SIGHT DISTANCE TRIANGLE (2.5' MAX. HEIGHT OF ANY OBJECTS, VEGETATION, SLOPE & AS MEASURED FROM ROAD SURFACE) PCR URB R/W TYPICAL CORNER LOT SIGHT DISTANCE SETBACK NTS ELEV. MUST BE EQUAL TO BLDG. PAD ELEV. OR HIGHER DEEPENED FOOTING WHEN REQ 'D • 5' TYPICAL UNLESS (SEE DETAIL BELOW) OTHERWISE NOTED D SECTION C-C N.T.S. BLDG PLAN VIEW ,%-MAX .5' D.F. SECTION D-D N.T.S. D NOTE: DEEPENED FOOTING DEPTH ON THIS DETAIL IS DIAGRAMMATIC; SEE PLAN FOR ACTUAL DEPTHS L 2.0· MINIMUM FOOTING DEPTH (PER ARCHITECTURAL DRAWINGS) TYPICAL DEEP FOOTING DETAIL N.T.S. "AS BUILT" DATE RCE ____ EXP. ___ _ REVIEWED BY: INSPECTOR DATE l----+--+-----------+--+------if----1----1 I SH2ET I CITY OF CAR LS BAD ~ ~=='--'====EN:::'G:::IN:::'E:':ER:::l:=NG::::=D:::EP=A:::R=TM:::E:=N:=T==:::,_'.:~==~ PRECISE GRADING & EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 & ASSOCIATES SAi',· DIEGO, INC ,-----,=E,.:N;,G.;;IN"'Ec'"Ec'iR~Onc'F~WwroicR'"K;------f_ __ _j_ _ _j ________________ l-__ +--_-J-__ -+----1 eR,:~E~:y:;w;: Z EXP 7 2131/!Y?eJ/~AfE Q 1//2. ~ ,/4/4v PLANNING 10179 Huennekens Street ENGINEERING San Diego, Ca 92121 SUR\/EYING PH(858)558-4500· Fx:(858)558-1414 R/y(~OND L. MARTIN R.'C:.E. NO. 48670 EXP. 6/30/06 • I DATE DATE INITIAL ENGINEER OF WORI REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: ___ _ CHKD BY: ~J""tB~- RVWD BY: JlR PROJECT NO. CT02-23 R:\0326\&Eng\Precise Grading\0326PG02.dwg[ 1275]Jul-27-2004:13:52 DRAWING NO. 406-6B W.O NO O 107-0260 ln □ if~ ID [il .... ru~ o □ -m _. I mm m ' ' LOT TABLE LOT TABLE CONT. LOT PLAN ELEVATION COLOR BACKWATf:R VALVE:/ FINISHED FLOOR RIM ELEVATION STREET ADDRESS LOT PLAN ELEVATION COLOR BACKWATf:R VALVE/ FINISHED FLOOR RIM ELEVATION STREET ADDRESS SCHEME SPLIT SYSTEM ELEVATION UPSTREAM SCHEME: SPLIT SYSTf:M ELEVATION UPSTREAM 1 31,R EUROPEAN COUNTRY 4 NO 1J8,JS' 136.10' 42 31,R EUROPEAN COUNTRY 11 YES 225.85' 247.60' 2 J8 SANTA BARBARA 1 NO 139.65' 136.10' 4..3 1CR CALll"ORNIA COASTAL 9 YES 215.25' 247.60' J 1C CRAFTSMAN 1 NO 1J8.S5' 136.10' 44 2CR SANTA BARBARA 12 YES 203.95' 205.60' 4 28R SPANISH COLONIAL 7 NO 137.55' 136.10' 45 JCR ITAL/AN TUSCAN 8 YES 195.45' 205.60' 5 JC ITAL/AN TUSCAN 5 YES 157.05' 158.50' 46 IAR EUROPEAN COUNTRY 7 NO 188.65' 185.20' 6 18 SPANISH COLONIAL 12 NO 161.85' 158.50' 47 2BR SPANISH COLONIAL 1 YES 178. 75' 185.20' 7 2A EUROPEAN COUNTRY 4 YES 165.65' 185.20' 48 J8 SANTA BARBARA 1 NO 17J.J5' 170.70' 8 J8 SANTA BARBARA 2 YES 172.45' 185.20' 49 .l4 EUROPEAN COUNTRY 5 NO 172.05' 170.70' 9 2C SANTA BARBARA 5 YES 188.45' 189.10' so 2CR SANTA BARBARA 4 YES 169.25' 170.70' 10 1BR SPANISH COLONIAL 7 NO 189.45' 189.10' 51 1CR CAL/l'VRN/A COASTAL J YES 166.SS' 170. 70' 11 JC ITAL/AN TUSCAN I NO 190.75' 189.10' 52 2AR EUROPEAN COUNTRY 6 NO 16J.BS' 161.40' 12 2A EUROPEAN COUNTRY 9 NO 191.85' 189.10' SJ JC ITAL/AN TUSCAN 12 YES 138.95' 139.17' 13 1CR CALIFORNIA COASTAL 8 NO 192.55' 189.10' 54 2C SANTA BARBARA 7 NO 140.75' 139.17' 14 J8 SANTA BARBARA J NO 193.05' 189.10' 55 IAR EUROPEAN COUNTRY 8 YES 14..3.65' 143.72' 15 .»I EUROPEAN COUNTRY I YES 198.45' 210.00' 56 .»I EUROPEAN COUNTRY 11 NO 145.85' 143.72' 16 IA EUROPEAN COUNTRY 11 YES 209.75' 210.00' 57 2C SANTA BARBARA 12 NO 146.75' 14..3.72' 17 38 SANTA BARBARA 12 YES 218.35' 232.60' 58 JC fTALIAN TUSCAN 4 NO 146.75' 14..3.72' 18 2A EUROPEAN COUNTRY 4 YES 225.05' 232.60' 59 28R SPANISH COLONIAL 1 NO 145.65' 14.3.72' 19 18 SPANISH COLONIAL 2 YES 229.JS' 232.60' 60 1CR CALIFORNIA COASTAL 5 NO 144.25' 14..3.72' 20 .»I EUROPEAN COUNTRY 7 NO 234.25' 232.60' 61 J8R SANTA BARBARA 6 NO 141.45' 139.17' 21 28 SPANISH COLONIAL s YES 238.25' 240.00' 62 18R SPANISH COLONIAL 2 YES 139.15' 139.17' 22 .38 SANTA BARBARA 4 NO 242.75' 240.00' BJ 2A EUROPEAN COUNTRY 10 NO 132.95' 132.20' 2J IC CALIFORNIA COASTAL 8 NO 243.25' 240.00' 64 1A EUROPEAN COUNTRY 5 NO 1JJ.8S' 132.20' 24 1AR EUROPEAN COUNTRY 6 NO 243.05' 240.00' 65 JCR ITAL/AN TUSCAN 8 NO 134.55' 1.32.20' 25 2CR SANTA BARBARA J YES 239.65' 240.0D' 66 18 SPANISH COLONIAL 1 NO 1J5.J5' 1J2.2D' 26 JCR ITAL/AN TUSCAN 12 NO 234.35' 2J2.6D' 67 J8 SANTA BARBARA 2 NO 136.05' 1J4.6D' 27 2CR SANTA BARBARA I YES 226.45' 2J2.6D' 68 2A EUROPEAN COUNTRY 4 NO 136.55' 134.60' 28 .»IR EUROPEAN COUNTRY 8 YES 22D.95' 232.60' 69 18 SPANISH COLONIAL 1 NO 1J7.J5' 134.60' 29 28R SPANISH COLONIAL 4 NO 210.45' 21D.OO' 70 2CR SANTA 8'\RBARA 12 NO 137.55' 134.60' .30 .3CR ITAL/AN TUSCAN 5 YES 2D2.95' 210.00· 71 JC ITAL/AN TUSCAN 7 NO 137.75' 1.34.60' . JI I8R SPANISH COLONIAL J YES 195.75' 210.00' 72 IA EUROPEAN COUNTRY 9 NO 136.05' 134.60' .32 2C SANTA BARBARA 2 YES 234.55' 247.60' 7J 28R SPANISH COLONIAL .3 NO 135.45' 1J4.6D' JJ IA EUROPEAN COUNTRY 7 NO 247.65' 247.60' 74 JAR EUROPEAN COUNTRY 10 NO 134.95' 1J2.2D' J4 J8 SANTA BARBARA 5 YES 259.55' 285.40' 75 2C SANTA BAR8'\RA 12 NO 1JJ.55' 1J2.2D' JS 2A EUROPEAN COUNTRY J YES 269.45' 285.40' 76 1CR CALIFORNIA COASTAL 6 NO 132.75' 132.20' 36 28 SPANISH COLONIAL 1 YES 276.55' 285.40' 77 J8 SANTA BARBARA 1 NO 132.45' 132.2D' J7 1A EUROPEAN COUNTRY 2 YES 284.75' 285.40' 78 1AR EUROPEAN COUNTRY 11 NO 132.55' 130.80' J8 JCR ITAL/AN TUSCAN 4 NO 289.75' 2B5.40' 79 2C SANTA BARBARA 2 NO 133.25' 1JD.8D' J9 JCR ITAL/AN TUSCAN 6 YES 258.25' 285.40' 80 JCR ITAL/AN TUSCAN 7 NO 1JJ.65' 130.80' 40 2AR EUROPEAN COUNTRY 10 YES 245.15' 247.60' 81 1C CALIFORNIA COASTAL 8 NO !JJ.JS' 1.30.80' 41 18R SPANISH COLONIAL J YES 234.85' 247.60' 82 2BR SPANISH COLONIAL 12 NO !JJ.05' IJ0.80' ' ' ' ' ''AS BUILT" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE ~._of E SS J 0+. I SH3ET I CITY OF CARLSBAD 1 5165 1 ,S, ;\O L.~•( ~ ~ ~ ,. ., ENGINEERING DEPARTMENT fl?,.. .,,,. --ct: '%~ :;, NO. 48670 ~ °;. XP. 6/30/06 :' PRECISE GRAD/NG & EROSION CONTROL PLANS FOR: l.f\~/: rH1j\.~~,"t' t'a, C"-l\~ LA COSTA GREENS NEIGHBORHOOD 1.08 HUNSAKER APPROVED LLOYD HUBBStJ>' ENGINEER OF WORK EXP 7?/17/0,f('~~ & ASSOCIATES /2<, i~ ~~:.c CITY ENGIN~~-f"' .., ' ,.______:c_ ~Y/1 ,? SAN DIEGO, INC ~ 2.r/4 ~ -DWN BY: PROJECT NO. DRAWING NO. PLANNING 1U179 Huenrll!kens strftt -DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: JLR CT02-23 406-6B ENGINEERING San Diego, Ca 92121 ~ ,-ND L. MARTIN DATE REVISION DESCRIPTION RVWD BY: JL~ .E. NO. 48670 EXP. 6/30/06 ENGINEER OF WORI OTHER APPROVAL CITY APPROVAL SURVEYING PH(858}558-4500· FX:{B58)558,1414 R:\0326\&Eng\Precise Grading\0326PG03.dwg[ 1275]Jul-27-2004:13:53 W.O NO 0107-0260 -.... HUNSAKER 11' 13+00 1-11.6 FC & ASSOCIATES SAN DIEGO, INC. PlANNING 10179 Huennek.ens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(l'l58)558-4500· FX(658)5S8-1414 <ID P=/43.50 FF=/44.25 ~ (CC5) 4' 5' ,4 1.f.. TC 141.1 IE- I I l I I I I I I I 12' . 1 -'fl:.6... FF= 140.90 \ ,~~~---~---.. ~ ~ . CII) P=/40.70 FF= 141.45 . '\ -) :l 6' CID P= 138.40 FF=/39.15 1 . ru1E (SBB) i\ ~ll i I 1-.. 1 _...,1...,_1 _· + i rnlll (SCZ) I I • c_ _ __, _ __,lm'l 137,,f, FL 20· -------- - I 6' --t--- 1 fiiJ I i,_,1 I --I I i i 4' I I I I I ,c I Ec::1 I i 0 . -I t.... :1 \ J• • • ,,, ; 0 / ,.( ,. 0 j 4 f ! I i. i ! f I ' /: i / l 1'14 NOTES THIS DESIGN IS BASED ON 24 • FOOnNCS. IF FOOnNC DEPTH IS DECREASED THE ENGINEER LOTS 1 -4, 53 -55, 60 -62 OF RECORD MUST BE CONTACTED TO PROVIDE DEEP roonNC RECOMMENDAnONS. SEWER SYSTEM NOTES PLUMBING FIXTURE RIM ELEVAnONS THAT ARE ABOl'E' THE UPSTREAM PUBLIC SEWER RIM ELEVAnON, SHALL BE ON THE SPLIT SYSTEM SIDE; PLUMB/NC FIXTURE RIM ELEVAnONS THAT ARE BELOW THE UPSTREAM PUBLIC SEWER RIM ELEVAnON SHALL BE ON THE BACKWATER VALi'£' SIDE. l // I i I . f • t " i i . .i i i / :J I 1.Jl.1 FG i I IGcJ I Fl I I~ I J2.iB' 136.lJ FL 8' 2 GB ! _.,.,____L;L~"' -----\ I I I Al ,f11 ~ 'i II GFF=13 .00 I I I 1~7.1 Tc, ~ 1,0-1-.5 ,e I ,~ I \'---+-"- 1 FL CE) P=/36.80 FF-137.55 W:ll @J) --------.1----...I-- 10' 6' l ------1 ··-···-···-···-···- .,, 1J6,6 I HP I /\ / \ / \ / \ / \ / \ ,-r9~,~,~ _/--\ , tJ.oo " ~~" , \ ' I \ ; re. I I • • • I • • i • I I I• 7' I :~l~■c!-l- ,/ 1 I : I . I I : I I : I I I I .\ ::::·, !'-> "' .c, 1.JB.Q_,,_ fG ex:> P=/38.90 FF= 139.65 It>"!. I 16 GlZ[J , :::e.o ie. ( SB I) 7' CFF= 139.10 7 8' RJ; ti.)' 1½ I I I ' I • I / ◄ I I • O' ZONE A-1 ZON A-2 ,_J_.-------7/MUSH -ZONE PER LANDSCAl'E DWG NO 406-6L ZONE A-3 40 60 1 ·= 20' _i-------\-;J BRUSH MANAGE:MEHT ZONE PER LANDSCAPE: I I I DWG NO 406-6L C[) ~ I I o· ~ J<... ... Z"'ON;-,!E~A--,=-,'1 '----=zo"'N,,lEf,!IA::,._-2=-;,_,z""ON,,,,,j~A~-""'3,.....J, P=/37.80 FF=/38.55 [rR] (CCI(} 6' _I I ~It 0):1 c.1 / I I ! "AS BUILT" RCE ___ _ EXP. DATE REVIEWED BY: INSPECTOR DATE t-----t--+-----------+----1----1---1---l I SH~{T I CITY OF CARLS BAD ~6 ENGINEERING DEPARTMENT ~ t----+--+------------------+-----l-----1--_jC-------1 ::P=R=E=c=,s::E:'.._'.:G=RA=o=,=N=G=&=E::::R:::0:::S:::/O=N=c=o::::N:::T:::R::::O:::L:::P:::LA=N=s='-FD_':R=,==~ LA COSTA GREENS NEIGHBORHOOD 1.08 ENGINEER OF WORK APPROVED LLOYD HUBBS dY. . A & • 'IC"' L 1,e_,ltf',;< A/.Jo/ol/ / CITY ENGINErn?cE 'bMiir Tx; 12ZJ110'.? 'DATE _$~~~"""'(_,,Pc...'.~".:~~ ... !'l~•J,C::;;,:: __ .:1z/2Ja21P}~~~Y~'...__ ~C'\~~~·;~~~o~-4tl~~~IT~l~1L=1Z~1 ~t>DO:e;~Ol'U>.~~u~o8+~-~V~l=-§=ei....=~~~O~ll-1~=~O~10IJ:;;:jo~t==j==j~~~~SI~ ~D=W=N=B=Y=: i~~i~i~~~===P=R=O=J=E=c=r=N=o=.~· =~'.c:~=D--=R--=A--=W-=1-N=-G:':.~N~O~.-R ONO L. MARTIN , DATE R I DATE INITIAL DA E CHKD BY: JLR. CT 02-23 4 EVIS ON DESCRIPTION JL(i!. 06 6B R.C.E, NO, 48670 EXP. 6/30/06 ENGINEER OF W0R OTHER APPROVAL CITY APPROVAL RVWD BY: - R•\0J cG \&Eng \Precise GrQciing \0J26PG04.dwg[ 1275JJul -28-2C04•0R•07 W.O NO 0107-0260 091404 HUNSAKER & ASSOCIATES SAN DIEGO, li'IC PLANNINC 10179 Huernekens Street ENGINEERING San Diego, c.a 92121 SURVEYINC PH(8S8)558-4500· FX(858)S53-1414 NOTES THIS DESIGN IS BASED DN 24" roonNGS. IF FOOTING DEPTH IS DECREASED THE ENGINEER OF RECORD MUST BE CONTACTED TO PROVIDE DEEP roonNG RECOMMENDATIONS. . SEWER SYSTEM NOTES PLUMBING FIXTURE RIM ELEVATIONS THAT ARE ABOVE THE UPSTREAM PUBLIC SEWER RIM ELEVATION, SHALL BE ON THE SPLIT S'rSTEM SIDE; PLUMBING FIXTURE RIM ELEVATIONS THAT ARE BELOW THE UPSTREAM PUBLIC SEWER RIM ELEVATION SHALL BE ON THE BACKWATER VAL VE SIDE. PUBLIC STORM D EASEMENT PER F \·\ i ' ' I \ " l"'il...L Tc. 146-I .. . .. . . ~ N, N . tt ~~ . "-.i II 1~, CJ . . • CID P=/46.00 FF=/46.75 ~ @§) \ \ ----i:;::i I ~JI 'I ~JI: =4-• __, I I I I h ..-------<, . \,_ GFF=145.30 1 "· 14 I 5' "'--,~Bl G.iJI I I ' 4wa.,..,J1~J-O- ~ 1-46.'!) Tc. ~ H-4.L IE. P= 145.10 FF-145.85 00 @]) 6' 7' 141.6 i I I 20 0 20 40 -=-----60 SCALE !'= 2D' '-1... ___ ..., __________ {j : ~----~ -----~ I If. / ',. I/ . / 4. ENGINEER or WORK "AS BUILT" RCE ____ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1------+--+------------t------t-----J-----t------J I SHSET I CITY OF CARLSBAD ~ ~==::....'.====E::N::G::IN=E=E=Rl=N=G=D=_ E=P=AR::T=l.f=E=NT:::::::::::::::'.;L_!U:::::=== PRECISE GRADING & EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 R:\0321S\&Eng\Precise Grnrlirg\0326PG05,dwg[ 1275]Jul 27-2004:15:31 W.O NO 0107-0260 091404 \ PlANNINC ENGINEERING SURVEYING HUNSAKER & ASSOC:IA TES SAfli DIEGO. INC. 10179 Huemekens Street San Diego, Ca 92121 PH(858)558-4500· FX(858)558-1414 .... . ..---·-···-·-------- I i I i I / 7' 7.0' 1g I '"i 1-. -+--- NOTES 1::: ia 11'. [,cl THIS DESIGN JS BASED ON 24 • FOOTINGS. IF FOOTING DEPTH IS DECREASED THE ENGINEER OF RECORD MUST BE CONTACTED TO PROVIDE DEEP FOOT/NC RECOMMENDATIONS. SEWE"R SYSTfM NOTES PLUMBING RXTURF: RIM ELEVATIONS THAT ARE ABOVE THE UPSTREAM PUBLIC SEWER RIM ELEVATION, SHALL BE ON THE SPLIT SYSTEM SIDE: PLUMB/NC FIXTURE RIM ELEVATIONS THAT ARE BELOW THE UPSTREAM PUBLIC SEWER RIM ELEVATION SHALL BE ON THE B-ICXWA TER VAL VE SIDE. CD 156.6 FC ff. Bs.oo· ,---....------- CD P= 161. 10 FF=161.85 1ml ~~ 160.6 FL 7'± LOTS 5 -8 / / I I 6.50' ENGINEER OF WORK ~ \ \ I / ' ,--~ .,.,, ~--~"' ,. _,.,. -,., . 75.00' /:_, .. ,.' ~ ·-, __ ....__ I I \ I 20 40 60 SCALE 1'=20' "AS BUILT" RCE ____ EXP. ____ _ DATE REVIEWED BY: INSPECTOR OAT -------------+----+----l---+----lls6Tl~c-1r_Y_o_F_c_A_RL_s_s_A_D~~6 _ ENGINEERING DEPARTMENT ~ ENGINEER OF WOR REVISION DESCRIPTION DATE INITIAL DAE OTHER APPROVAL CITY APPROVAL PRECISE GRADING & EROSION CONTROL PLANS F"OR: LA COSTA GREENS NEIGHBORHOOD 1.08 DWN BY:_=~- CHKD BY: ____..J ,,,lF..,.__ RVWD BY• j i,jZ: PROJECT NO. CT02-23 DRAWING NO. 406-6B R:\0326\B.Erg\P"'ecise Gro.ding\0J26PG0G c>w;: 1275JJul--28 2004:08:11 W.O NO 0107-0260 1091404 ,J I I . I I ~f t? J I .; I HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 Huennekens Street ENGINEERING San Dieyo, Ca 92121 SURVEYING PH(856)558·4500· 1'>«358)558•1414 I ✓ I ( ---\~~ I I I 1. \ \ \ (\ I \\ \ \--I. ' __ , / / NQ7FS THIS DF:SIGN IS BASf:D ON 24 • roonNGS. IF FOOTING Df:PTH IS Df:CREASf:D THE: f:NGINf:E:R OF Rf:CORO MUST Bf: CONTACTE:D TO PROVIDE: DITP F0077NG RECOMMf:NDATIONS. SEW£R SYST£M NQITT PLUMBING FIXTURE RIM ELEVA770NS THAT ARE ABOVE: THE UPSTREAM PUBLIC SEWf:R RIM ELEVATION, SHALL BE ON THE SPLIT SYSTE:M SIDE; PLUMBING FIXTURE RIM ELEVAnONS THAT ARE BELOW THE UPSTREAM PUBLIC SEWER RIM ELEVAnON SHALL Bf: ON THE 8-'\CKWATE:R VALVE: SIDE:. ·, ' GFF=188.90 CJE) P=IBB.70 FF=/89.45 ~1 GB • • ------- 0 VE .. MARINE ------- II • fl I .. ,.,;, 73.75' cbuRr LOTS 9-14 20 0 20 40 60 ~----1 ••••• 1 __ ~1 ~--S~C~A-L=E l '= 20' \ \ \ \ \ \ \ \ \ IJRUSH MAHAGOIEJIT ZONC PE:R LANDSCAPE PLAN DWG NO 406-BL •I GFF= 790.6 * .2 I l"l I ~ I I I I 191.2 FL \ \ ------· _____ ... ___ -···-· --···------" Gel§] \ 4'-'lef'L---1 I I I \ \ \ ;¥1- ENGINEER OF WORK 1 i I i 0 . / ~_A / 9-{r, {v c,>,/10/0. !eLY1 11\AOO 01",/>.lU +-AOO I 11>1 I o, f".e,v1-:;e, ""--Oc.. ~~~6=_ _tw..f!.J._ DATE INITIAL DATE INITIAL 'DATE INl'flAL R ND L "1ART1'1 DATE , REVISION DESCRIPTION f---~---·· ~- R.C.E. NO, 48670 EXP. 6/30/06 ENGINEER OF WORI OTHER APPROVAL CITY APPROVAL \ \ \, \. '· \ \ ·, '·, \ \ \ ·,, \ \ '\ \ \ •. \ \ ',. \ \ \, '· \ \ \, \ . \ '· '• I I r "AS BUILT" DATE RCE EXP. REVIEWED BY: INSPECTOR D,UE I SH7ET I CITY OF CARLSBAD urJ ENGINEERING DEPARTMENT PRECISE GRADING & EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED LLOYD HUBBS /Yr • . / ./,I/ ./4&6 «-y~~ f ~ CITY ENGINEER E TE'Cl2/31/0 DATE OWN BY=-~-- CHKD BY, . .J [It RVWD BY, ,JL{Z; PROJECT NO. CT 02-23 DRAWING NO. 406-6B R, \0326 \&Eng \Precise [ 0 , :ing \OJ26PG07.ciwg[ 1275JJ,. -27-2004'1 SA 1 W.O NO 0107-0260 . 091404 Ill □ if~ m Gl ... """ .t. oO -m _. I mm m t 'I \ . ·, '· ', \ ~ ~ . :. ) • . AIM _,), -'~-"-• ·,,:,ujf 20 20 40 60 SCALE 1 '= 20' HUNSAKER & AS SOCIA TES SAr,; DIEGO, INC PlANNINC 10179 Huemekens Street ENGINEERINC San Diego, Ca 92121 SURVEYING Pl-«:858)558-4~00· FX(R.58)558-1414 I ~ _________ \ ( l9l5 HP -···----- .... ~ '-..· '\> I' l'----'U-1 i ----------1------, 1 . \ I. r I I i I I I~ I~~ I I CID P= 197. 70 FF-198.45 Gu] (ECI> 1!1.//l 1"11,9 I~ GFF= 197.90 Fl I i I. I <J') ■lr-4~ I· I I ,--.....r-1------- IJ◄ I' IJ ,: NOTES I ! • I I I J I I I I THIS DESIGN IS BASED ON 24-• FOOTINGS. IF FOOTING DEPTH IS DECREASED THE ENGINEER OF RECORD MUST BE CONTACTED TO PROVIDE DEEP FOOTING RECOMMENDATIONS. SEWER SYSTEM NOTES PLUMBING F/X7URE RIM ELEVATIONS THAT ARE ABOVE THE UPSTREAM PUBLIC SEWER RIM ELEVATION, SHALL BE ON THE SPLIT SYSTEM SIDE; PLUMBING FIXTURE RIM ELEVATIONS THAT ARE BELOW THE UPSTREAM PUBUC SEWER RIM ELEVATION SHALL BE ON THE BACKWATER VALVE SIDE. vc.,,.,,"~.""-.... .. , "" .... / I I I I I I 15+00 .. --·-·/---.. ,------ .... ---- ·o'o, ; I CID P=209.00 FF=209.75 [UJ @ ------ci 208,3 Fl 7' 207.7 -rz.--- GFF=208.50 )I( ~1 ='::-· --?I-- - - - -ilf! 2%7 ~! I 1 " \ I '. I • .--~ ·~ v-~-'v-----------------·-----·-----~ ----·-----------·---·----~-----------------__ _... -•------...,-.,.,-<-. PROJECT ---... _____ _ ¾---- 128.35' ·: B0,19·---. 22.19 -------------'--. . ..._ 8 ,7 "'J..✓ ---~.r-Yt,--, __ _ 2'9.7 TW 217. I Tr \ ,,,,·,, ./ -"·-··-···---- ·--I 0 2Z7-6TW 23.'1TF ---- HP I 0-----------.---~....,_, "' \ \ ----------1------, « '1' , 223,2 .,-ii~ FL CJD 7' 5.0' GI) P=217.60 FF=218.35 l..,OTS 15 -20 217.2 FL 18' 4,0' ~:., ~. " 6' lli'1'l :22.-+ .<, n:. 2.2.l:l. I IE. P=224.30 FF=225.05 ,._or<ss,0-,., ,._<J O L,.t; < ., ~ <" ~~ _..,.t l'I) "if .,.. -_Q: %:z " NO. 48670 M ~ "' "' XP. 6/30/06 ;' • "> .. -,,.. ,...,v1' cft' l"a,, CA\.\~ ENGINEER OF WORK 224.0 FL 7' i I I I ZZ.4.51"" ■i .I IE.. r~~ " FL \ \ If O!l·l(·d' RlH oa;.;;7.::.. IUM ~~ -za..-L /zs>/4~ R ND L. MARTIN ' DATE DATE INITIAL R.C.E. NO. -48670 EXP. 6/30/06 ENGINEER or WORI 4' 7 227.l FL 5' " ..,. .,---, BRUSH MANAGEMENr ZONE: CID P=228.6Q FF-229.35 [IE (SCZ) 11m : -·• .- ' • .. ~n; 224.5 'E: 228.3 FL 4' ! -21{- I I I_ I I I I I •' "' tfliVtS£ W/lllS LOTS fT-20 /1 , ..... ~ C)feAIUQ +-~Vl~ I IA-I I .., <I--eL0c.. Olt-1-::> REVISION DESCRIPTION ------------~--...,, ~--2'.., ____ __ ~-- I I I I ~ I I / / f /8 ;©. I ~,All"E INITIAL OTHER APPROVAL <I· 7-a>. ' ' -~~ _, , tNl'l'iAL CITY APPROVAL ~--~ .. .., "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SH8ET I CITY OF CARLSBAD urJ ENGINEERING DEPARTl.1ENT 6 PRECISE GRADING & EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED LLOYD HUBBS (1/", ., /~~If A< •pC~~M ,< ~ ~ ctTY ENGINEER ~ E•e 12131 lnZ uATE ' , . OWN BY: PROJECT NO. DRAWING NO. CHK~ BY: it: CT02-23 406-6B RVWD BY: R:\ 0326 \& Eng \Preci-:..., Gro.ciing \0326PG08"iwg[ 275 ]Jul-27-2004::5:'.SJ W.O NO 'i107-02F,0 l 091404 011405 HUNSAKER & ASSOCIATES SAN OIEGO, l"IC PLANNING 10179 Huennekens Stfeet ENGINEERING San Diego, Ca 92121 SURVEYING PH(8.'i8).'i.'i8-4500 · FX(858)558-1414 \ '\ ' ·,, \ / I BRUSH MANAGE:MfNT ZONE:~---._ PER LANDSCAPE PLAN ' DWG NO 406-6L i \ \ \ ' \,,---l'ROJE:CT f30UNDN!Y \ ' NOTES THIS DE:SIGN IS BASED ON 24 • FOOnNGS, \ \ IF FOOTING DEPTH IS DECREASED THE ENGINEER / / OF RECORD MUST BE CONTACTED TO PROV/OE OEEP FOOnNG RECOMMENDATIONS. SEWfR SYSTfM NOTES PLUMBING FIXTURE RIM ELEVAnONS THAT ARE ABOVE THE UPSTREAM PUBLIC SEWER RIM ELEVA TIO/>/, SHALL BE ON THE SPLIT SYSTEM SIDE; PLUMBING FIXTURE RIM ELEVA T/ONS THAT ARE BELOW THE UPSTREAM PUBLIC SEWER RIM ELEVA TIO/>/ SHALL BE ON THE BACKWATER VAL VE SIDE. / U-U""'1 \ \ \ / 2~.2 GFF=242.70. 7: 1 -2fl,2_ V \It \v ,,. "'· . .-· \. \ ~ P=242.50 FF=24J.25 (ITl (!:CB) 79_02' I \ \ I _241.7 6'± FL P=242.30 FF=243.05 ~Mil (F~ 5' I .iii~ C :1 :1 • fl ■ . I : j _2ff,L GFF=238.40 'If,. 237.0 ..- IE ~1 l81l 242.4 :Dl,;ilf cz4(,1~ '/ c··· . .. Z4f.1rw. 2-::·o " Z!,"1.0 ., .• -, -•-" . ~ /4). i ' ;,,,-"· '' .. -,. (,...-----~-4 ' •'''"·, ~ - - '?~o'fESSfo,1,: '-" ;>,ll L. ~ ~< Q~ 1'~ __ .,...,. ,_ .,. "' Cl'!"" .... --ci :z z 5 NO. 4!670 ~ "; XP. 6/30/06 l <I';, ... .. ..c,v,, ~' ?°e OF C.A.l.,'t ENGINEER or WORK . ' CID P=233.60 FF~234.35 LOTS 21-26 -~ 9RUSH MANAGEMENT ZONE 7 I 03·/1•(15 KLM 20 '1-_7-0> - 0 20 40 60 ---- SCAL[ l '= 20' "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE urJ I SH9ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT 6 PRECISE GRADING & EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED LLOYD HUBBS ~ 1/. A ::;;~L~~l!I! ·;e. ~~~I/ CITY ENGINEER Pi0-EXP 12/,11,/0~ DATE ~L'42,L p/4r D<'l/io/04 ,e.u.,i ~V/Se WRlLS LOTS 21. ZZ ( 24-26 r ~WOY te.e.v1ce_. ( 16 r I O .j..., ~ Ql-t) .. I J~ ~,,,_,,. I c;J 02-23· --·-1 DWN BY, DRAWING NO. DATE INITIAL DATE INITIAL ·uATE INlflAL CHKD BY, -M--406-6B RA D L.MARTIN DATE REVISION DESCRIPTION RVWD BY,_,./_ R.C.E. NO. 48670 EXP. 6/30/06 ENGINEER OF WORI OTHER APPROVAL CITY APPROVAL f,:':\0326\S.lng\Precise Grading\O::i;:;~;:iG09,ciwg[ 1275]Jul-28-20C4 08:16 W.O NO 0107-0260 '091404 011405 PLANNING ENGINEERING SURVEYING 20 HUNSAKER & ASSOCIATES SAN DIEGO, INC. 10179 Huennekens Street San Diego. Ca 92121 PH(858).5.'58-4500 · FX(A!;B)li58-1414 0 20 40 SCALE l'= 20' la I / I .;---"'-----, ----22-i.ii-'l . I ~ 77. ·-----,.___ ,, FL t 60 225.2 FL ~ _, "' . I P=225. 70 6 ~,__,1""8_' -'---1 FF-226.45 .::......---1~, ' ~ Ii (sBJ> 7' ll l!11l ' . T W . ., f-/iiJK}IOHi}-j :2.. TF NOTES z:l(,.C,TG .s IE. 224."1 FL GFF=225.20 THIS 0£51GN IS SAS£0 ON 24. FODTTNGS. IF FOOTTNG D£PTH IS D£CRE:AS£D TH£ £NG/N££R OF R£CORD MUST 8£ CONTACT£D TO PROV/D£ D££P FOOTTNG R£COMMENOATIONS. SEWER SYSTEM NOTES 50.39' PLUMBING RXTURE RIM fi£VA T/ONS THAT ARE ABO\/£ TH£ UPSTRE:AM PUBUC S£W£R RIM £L£VA TION, SHALL 8£ ON TH£ SPLIT SYSTEM SID£; PLUMBING Fl~TURE RIM £L£VATTONS THAT AR£ BfiOW TH£ UPSTREAM PUBLIC S£W£R RIM £L£VA noN SHALL 8£ ON TH£ B4CKWA7FR VALV£ SID£. 225.-, TG 224.5 1£ i,cJ 11 . ~ i,t ..,. s- ' n ~-154-o-l Jj! ~I;:, FL I i ____ .r] )! ,,-! / fl'_ : i I I GFF=219.90 CI I •a \ \ \ \ \ "' .; ·······- ,.__..,,.,. tj~ ,r---._;;,.,._..- s<> Cj , 21iio- \ -----··-···~ 219.6 -FL CXV P=220.20 FF-220.95 SARI (ECB> [ml :t..eo.5-r.:;. 21e,.e ,e 6' 7' FL 27' I i,~ I k~ I I· I ~-"I TG El I, I■ 208.s 11: ~ },H. 3'0...C-€iJ--O-Ol-{JI,,/. 2r!_.6 I· GFF= I I '~--/ 1· \ \ 208.5 ~---• • --•••• 207.9 1£ • I fl'_ • <:) oi "' -l VERMARINE COURT ·'---t---- LOTS 27 -31 II ' 'f -··-···-"·-... -. --I ·.'\ T ENGINEER OF WORK i i I \ \ . \ \\ . -...... -...... -..... -..... -..... -..... . . ...... ....... I I '0 I I I I \ ' SIGHT DISTANCE CORRIDOR PER FINAL WP NO 14803 RECORDED 5/27/04 SIGHT DISTANCE CDlffllDOR PER FINAL MAP NO 14803 RECORDEn 5/27/04 "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE cm CITY OF CARLSBAD urJ 0 ENGINEERING DEPART~ENT 6 PRECISE GRADING & EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 Ri\0325\&Eng\Precise Gro.oling\0326PG10.dwg[ '. ?7'.77,Jul-27-2004:16:4 7 W.O NO O 107-0260 091404 011405 111 a l~ !!. Gl ..... Do om -I .... m mm HUNSAKER & ASSOCIATES SAN OlfGO, INC. PLANNING 10179 Huenoekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)556-1414 .2 NOTcS \ \ • \ \ \ \ .. \. ' THIS OCSIGN IS BASE:D ON 24 • roonNGS. IF FOOnNG DE:PTH IS DE:CREASE:D THE: E:NG/NE:E:R \ \ OF RE:CORD MUST BE: CONTACTEJ) TO PROVIDE: DEEP FOOTING RECOMMENDATIONS. SEWER SYSTEM NOTES \ \ PLUMBING FIXTURE RIM ELEVATIONS THAT ARE: AB0\11: THE UPSTREAM PUBLIC SEWER RIM ELEVATION, SHALL BE ON THE SPUT SYSTEM SIDE; PLUMBING FIXTURE: RIM ELEVATIONS THAT ARE BELOW THE UPSTREAM PUBLIC SEWER RIM ELEVATION SHALL BE: ON THE: BACKWATER VALi-?: SIDE:. \ \ \\ \' ··-------~---···--c ' ✓· " '( I c;r--------,------,~ ' . LOTS 33 -40 .. " \ I i fl I I 6' \'~ofESS/oJ\,: ~'-> 0 0 L . :.f< "' 'll <" ~~ ~ i ., "" ... -... a:.· Z.2 ~ NO. 48&70 ;;: °;, XP. 6/30/06 :1 "'> " ~;,,_ l"fvP ~' eo,-CA\..'~ ENGINEER OF WORK 0 Q~ • y~~k RAY.~D L. MARTIN DATE R.C .. ND. 48670 EXP. 6/30/06 20 40 SCALE 11 =20' O'\f10/0J, ~ DATE INITIAL ENGINEER or WOR If 60 /j\A()O =u::o+i<evi= "1b-U...O ... eux.. 01.-0 REVISION DESCRIPTION \ \ I \ , ___ _,_-'BRUSH w.NAGDIE'.NT ZONE: i ' I I ' ' I ffiOJE:CT IJOUHIMRY ~ - DATE INITIAL DAE INl'flAL OTHER APPROVAL CITY APPROVAL I I I I CIT] 1 "AS BUILT" RCE EXP. REVIEWED BY: INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT DATE -- DATE ~ 6 PRECISE GRADING & EROSION CONTROL PLANS FDR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED LLOYD HUBBS (Ir I~ L!?.~- . .,. Q.7~+' CITY ENGINEER ,.,..-? EX" 1 '},, n /05 oATE . DWN BY: PROJECT NO. DRAWING NO. CHKD BY: JI¢ CT02-23 406-6B RVWD BY: Ill! R:\.()]2fi \&.:Eng \Precise Gro.ding \ 0326PG11.olws= 1275 .IJul -28-2004 :08:20 W.O NO 0107-0260 • I HUNSAKER & ASSOC:IATES SAN DIEGO. INC. PLANNING 10179 Huemekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)556-1414 NOTES THIS D£SIGN IS BASED ON 24 • roonNGS. IF FOOTING DEPTH IS DECREASED THE ENGINEER OF RECORD /,/UST 8£ CONTACTED TO PROVIDE DEEP FOOnNG RECOMMENDATIONS. SEWER SYSTQd NOTE:$ PLUMBING FIXTURE RI/,/ £LEVAOONS THAT AR£ ABOVF THE UPSTREAM PUBLIC SEWER RIM ELEVATION, SHALL BE ON THE SPLIT SYSTEM SID£; PLUMBING FIXTURE RIM ELEVAnONS THAT' ARE BELOW TH£ UPSTREAM PUBI.IC SEWER RIM £LEVA noN SHALL BE ON TH£ B4CKWATER VALVE SID£. ( I I \ . . \ '.\ \ .\ I I \ " I \ \ \ 5TG / ~-i-. / I • \ 2,:to•-✓ ~ -· ~ ...-. ----- \ '" \ ' • • ' 25' 10' : I I I I I I I . • : I I : i : I Fl. 1~------4 GFF=225.JO er _______ _ :1 .. ======== ·····-----.,. ?. ' AG~- ,c I \ \ ..... I PROJECT BOUNDARY --··------- CID P=225.10 FF=225.85 L'iA11l @]; um f.2.5.~ r.c:.. 4.L 11:: '~ \ LOTS 32, 41-43 ENGINEER or WORK 1:: Z,P-() 't RA ND L. MARTIN DATE R .. E. NO. 4!1670 EXP. 6/30/06 0 20 40 60 SCALE 1 '= 20' "AS BUILT" RCE ____ EXP. ____ _ DATE REVIEWED BY: INSPECTOR OAT ~ CITY OF CARLSBAD I SH16ETS I 1----+--+------------------r---r-,,---,----, ~ ENGINEERING DEPARH.IENT 1----+----+-----------------t-----t--,----t-----. 0-,/10 /04 ""-H DATE INITIAL ENGINEER OF WOR REVISION DESCRIPTION PRECISE GRADING & EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED LLOYD R:\0326 \&.Eng \PrecisE? G1 ·uoling \0326PG1 2.ciwg[ 12 75]Jul -27-20C4 1 S157 W.O NO O 107-0260 tn □ if~ m Gl .. .... bi. I\JQ om - I .... m mm 20 0 20 SCALE 1'= 20' HUNSAKER & ASSOCIATES SAN DIEGO, INC. PLANNING 10179 Huemekens Street ENGINEERING San Dieyo, Ca 92121 SUli:VEYING PH(858)558·4500, FX(658}555-1414 40 60 /1'_ NOTES THIS DESIGN IS BASED ON 24 • FOOTINGS. IF FOOTING DEPTH IS DECREASED THE ENGINEER OF RECORD MUST BE CONTACTED TO PROVIDE DEEP FOOTING RECOMMENDATIONS. SEWER SYSTfM NQTfS PLUMBING FIXTURE RIM ELEVATIONS THAT ARE ABOI-E" THE UPSTREAM PUBLIC SEWER RIM ELEVATION, SHALL BE ON THE SPLIT SYSTEM SIOE; PLUMBING FIXTURE RIM ELEVATIONS THAT ARE BELOW THE UPSTREAM PUBLIC SEWER RIM ELEVATION SHALL BE ON THE BACKWATER VAL 1-E" SIDE. CID P=203.20 FF-203.95 WI @) im ro IE 0 26' I . GFF-194.90 (&_) P= i94.70 FF= 195.45 ~ (i@ ~ ··----... 7' I ,I [ I ,I \' 'I ,. :i ;: :I :i ;I [ :1. LOTS 44 29.50' 187.4 FL \ --\ ,~s -;~.:~,{~ -----~~--. t-1 -47 GD P= 787.90 FF= 188.65 llARl @ ~ofESS/% • L ~ ,/' !f''I-" . Ai_., ( <"' ~ '.l.;. ...... 1, (l')"'f .... __ -Q:' :Z:z "' NO. 48670 "' "' "' .. XP. 6/30/06 :' • d'~ ,.. .. '"' ..,,._ V ~ ear c,1ii\.,~ ENGINEER OF WORK R~:. MARr,~$r/4zE O'l/'IO /o4 DATE 1'J..M INITIAL R.C.E. ~0. 48670 EXP. 6/30/06 ENGINECR OF WORI /,\APO Ol<A<lY.:>-!-1"e>,/\oe_ < IN i 6 ~ =· OIHo ~•L ~ - CATE INITIAL llAfl lt'«TIAL REVISION DESCRIPTICN OTHER APPROVAL CITY APPROVAL S DISTANCE: COlllt!DOlt -----~~-FINAL MAP NO 1-1110.J RE:CORDE:D 5/27 /04 / / "AS BUILT" RCE EXP. REVIEWED BY: INSPECTOR DATE DATE CIT] 3 CITY OF CARLSBAD urJ 6 ENGINEERING DEPARTMENT PRECISE GRADING & EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED LLOYD HUBBS (j'J" . ,, ~/ /. -~--~ -. CITY ENGINEER CE 2 3BB~J" .Z3 l,{O!Y ..7 'DATE~ DWN BY: PROJECT NO. DRAWING NO. CHKD BY: ,jiJ: CT 02-23 406-6B RVW0 BY: ,J.f-~.-,,, R,\0326 \&Eng\Preclse Sroding\UJc6PG13.dwg[ I ?75JJul-27-2004,17,11 W.O NO 0107-0260 091404 HUNSAKER & ASSOCIATES SAN DIEGO, INC PLANNING 10179 Huennekens Street ENGINEERING San Diego, Ca 92121 ~ ~-:I'iJ.n----------I----'-~ FL 5.5' 4' g' NOTES CID P=/72.60 FF-17.3.35 ~ (SB/) THIS DESIGN IS BASED ON 24 • roonNGS. IF FOOnNG DEPTH IS DECREASED THE ENGINEER OF RECORD MUST BE CONTACTED TO PROVIDE DEEP FOOTING RECOMMENDATIONS. SEWER SYSTEM NOTES PLUMBING FIXTURE RIM ELEVATIONS THAT ARE ABOVE THE UPSTREAM PUBLIC SEWER RIM ELEVATION, SHALL BE ON THE SPLIT SYSTEM SIDE; PLUMBING FIXTURE RIM ELEVATIONS THAT ARE BELOW THE UPSTREAM PUBLIC SEWER RIM ELEVATION SHAU BE ON THE F=17 .80 I I <.jl I' :I I :1 I i 8' GD P= 171.30 FF=/72.05 am (EC5) 1"11.!S 1<:. .M-----'-1~ r,o . .o\ I 1,i. T'G. 110,-4 1e.. <i] 170.~ Fl 170.B fq ---·----Il ---·----◄ :::::::: IJ • )! •789.7 TG , a,,,;9.~ ~ II'. '169.IJ-..IE--: ~ :.; __ '-'-.:.__~"cc'~.:.___j.~ . FS \J;72' ' ..J-~-' - • 1<; 170.4 FG ,, --~_:._.~::~, w<~V--~" .. "' ,, .. ---- s - -~-; . -· i>·' .•. -{ -·4.rzg '_,:.,·;,/' • 713.55 CID P=/65.80 FF-166.55 ITl1l (CC3) llm 16 . LOTS 48-52 ~~oFESSJa,v. ' ¢J ;.O L . <li-1 "< §/4.~ ..... ~ If)"" -~ -0::' -Z:.:z. " NO. 48670 ... "' ... "; XP: 6/30/06 .. • ~ -,.,. ~~ ~ e o, c•\. \1 ENGINEER OF WORK y~ ?j/?/4_ -OND L. MARTIN DATE I I L I i O"t/1O/04 DATE ,I ;~ 12' ·--..... _ ---J6.£,f.-- - IG.!:>.'"!, Tc:. IG-1. I ~-<I TG 181.9)£: ... 6' Oi ~)i u; ~<~ F!.i...1-1 'l\bCC o,eAl}..J'O+--te.f:.VlOe1 1611 o+-OL....o::..-OM~ INITIAL ENGINEER OF WORI REVISION DESCRIP,ION ' DATE INITIAL OTHER APPROVAL I .. i_ ~ 'oATt IGHT DISTANCE: CORR/001! PE:R FINAL IMP NO 14800 RECORDED 5/27 /IJ.I, 2_0 ____ 40 SCALE 1'=20' 60 "AS BUILT" RCE EX~. REVIEWED BY: INSPECTOR I S1E4T I CITY OF CARLSBAD ENGINEERING DEPARTMENT DATE DATE I SH16s I PRfC/Sf GRADING & [ROS/ON CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED LLOYD HUBBS dr. -~~-· _,,, fl'.~o/o'/ CITY ENGINE~R CE ---211:lii EX 0 1?/.11 /C .,; DATE . A.,,_ INlfiAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY: ,JLg 406-6B CITY APPROVAL RVWD BY: !~ CT 02-23 \ SURVEYING PH(858)558·4500· FX{858)558,1414 .__ ____________ .:::::=================------------------------==--·---------------------------------------1 BACKWATER VAL VE SIDE:. R.C.E. NO. 48670 EXP. 6/30/06 W.O NO 0107-0260 R•\0326 \~Eng\Prec se Groding\0326PG14.dwg[ V /'.,lJul-28-2CJ4,08,25 091404 4' CID P=13J.10 FF= 133.85 [IA] 7' {JC5) I ___,--- 1■ \ \ I'!>'!>, I T(J W:--_./J1.6 IE !-----! ·---~--- ,,.-~---------~ Fi. ---------- "-\ ------~ I FL CID P= 134. 70 FF=135.45 ~ (SC3) ----------'------ 5• 109.29' ■I;, I : ,, I ,I I I 9-,~~ I / 6' CZ[) P= 135.30 FF=/36.05 [!Al {EC9) ------------, ··-··------·---__,., r ;t 135, 1 / NOTES «· ----·-~-~, ' ~~" ,W<-' • •~"' THIS DESIG IS BASED ON 24 • roonNGs. IF FOOTTNG P.EPTH IS DECREASED THE ENGINEER OF RECORD MUST BE CONTACTED m PROVIDE OEEP FOOnNG RECOMMENDAnONS. , .. , \;> ~--- -- !. , 1 4t-._ ,_ ~I'-.'. ~ \ ",I-t.c:i ,_ • ' * ' t HP LOTS 64-75 4' I . I I_ I I I / I I,' I CT ; ·-,!. Ell I ';,r Eli :1 I i I 7' • ~··=---"~,," e;'bt~:~-J s·•, II '"'" • -•. .,; ...... . • • ""•t ~""1-!:>Tc. P= 137.00 1'!:l.,.I I FF=137.75 00 {l'I7) 7' 45.46' 1 i 1 1 ~ I i"l I I i --'-~i / I I SEWER SYSTEM NOTES ENGINEER OF WORK HUNSAKER & ASSOCIATES PLUMBING FIXTURE RIM ELEVAnONS THAT ARE ABOVE SAJ\i DIEGO. INC. / C) .,., .., - I / / I l / I ! I I I / / / .. _ / ; / • I . . i . 1\ .1 1,'·•,,; ! ! / I ! / I I I i I I I /4. / • l ! I I I j I / I / I / I I I I i i ~ I ~ --" \ ._, i : I I I I I _r-11/,-l ' I ' I /4. --- l / / J / / I '/,,.. __ _ l 1-----PROJfCT BOUNDARY I I I .J.--""'" BRUSH IJANAGEMffiT ZONE PfR LANDSCAPE Pl.AN DWG NO 406-BL I I i I I - 20 0 20 40 60 SCALE I'= 20' "AS BUILT" RCE ___ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE D.._TE ~ ~ PRECISE GRADING & EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED LLOYD CITY ENGINEER BE ON THE SPLIT SYSTEM SIDE; PLUMBING FIXTURE #'/ Ulfl'./7 __ / _ z --,~ u 00!/ic,'o• !U-1-1 THE UPSTREAM PUBLIC SEWER RIM ELEVAnON, SHALL ~ ~ PLANNING 10179 H""'oek"" s..,., RIM ELEVATTONS THAT ARE BELOW THE UPSTREAM ,,,. -,L. -C ~ t> 6/ ., 7 '' ~ Ol",,,,\Wo .. i<e/l= ,e, O<:,. Oot-1-t, DWN BY,-~--PROJECT NO. DRAWING NO. ENCINEEt<INC Sao Diego, c, 91111 PUBLIC SEWER RIM ELEVATTON SHALL BE ON THE R 7mo L. MARTIN -----DATE DATE INITIAL DATE INITIAL CHKD BY, ~,.u)l.,,C-~- .. __ su_•_v,_v,_Nc_PH_(•s-•)-ss_...,_so_o_• ,_x<_•,_•)s_s11-_,_4,4 _______________ B4_c_1<_w;_~_TE._R-=VA:L:VE=S=ID=E=·· ==========:..--------------------------------·-----~R:·:c:.E:·=NO=. 48670 EXP. 6/30/o6 LEN:c:•N:E~rn:.,.,'.'.o:_r _:w'.'.'.o:RL ___ R_:E:_V_l.:_S:_IO:_N_:,D,:E,:S_:C:_R:_IP_T_:l_:O:_N ____ .L.'.o:T::'.HE~R~A~P:'.:P:Ro:v~AL:J_:c:1r~Y_:A~P:'.:PR:o:v~•L:J..=Rv::w::o::B::Y=' ::J::IJC,:=~=..::::::C~T:::0=:2~-~2=3:::::::::~:::4:;::0::6~-~6~B:;;:::J -·-------------------------------------------------------1 R,\0326 \&Eng \Precise GrQciing \JJ2GPGl5.ciwg[ 127 SJJul-28-2 JC 4,0B,37 W.O NO 0107-0260 ' ' 091404 \ Ul □ i:E m GI -..a .ti. UlQ om - I ..am mm \ PLANNING ENQNEERl"IG SURVEYING BRUSH MANAGE:MENT ZONE PER LANDSCAPE PLAN DWG NO 406-6L HUNSAKER & ASSOCIATES SAN DIEGO, INC 10179 Huemekens Street San Diego, Ca 92121 PH(858)558·4500· FX{858)558·1414 ! I I I i I I I / I / / ' ' ! \ \ \ \ \ ' \ \ \ \ \ \ I \ i \ \ I I \ \ \ \ .1 / I f I I I \ ' i NOTES i ! I I I I / I ! I / I I / I I \ THIS DESIGN IS BASED ON 2'1" FOOTTNGS. / / I i I I / I IF FOOTTNG DEPTH IS DECREASED THE ENGINEE:R I 01 RECORD MUST BE CONTACTED ro PROVIDE DEEP FO JTTNG RECOMMENDATTONS. " C ';#t:MBING FIXTURE RIM ELEVATTONS THAT ARE ABO~ iSlRE;IM PUBLIC SEWER RIM ELEVA noN, SHALL B£ 0 THE SPLIT SYSTEM SIDE; PLUMBING FIXTURE RIM EVATIONS THAT ARE BELOW THE UPS7Rt;4M PUB SEWER RIM ELEVA noN SHALL BE ON THE BACK TER VAL~ SIDE. I ; I ---------------------------- 7' ' ' ' . CID P=IJl.80 FF-132.55 ml (jfil \ .I ' i '\ l ! : i ' ---r----+-SIGHTI DISTANCE CORRIOOR \ \ \ 9'± I PE:R FINAL MAP NO 14803 RE:CO~DE:D 5/27 /04 I I l \ I I If I IC " ' r-..: I ► I I ~ GFF= 131,90 6' " I-I-"-+-~ I I I I / I, OD PAD=/31.70 FF-132.45 [M] (SBJ) I - I;..__ ~-.... -,;r,~ \ ' ~;-1 -------d I --- ,! 6 ,.w• ,,~, _.-•• ~-'" ·--0 ~ ·--.. ., . ,.-• '". "" "'' " . """". -" """-½'" -.... "'""" '•-,o, •---., , . """'' •••••,.-=•"•-. "'"'' . .... , . ~--~ ... "=··•--,,. .... ···-•-··=,~ ···~ ----=., ·-- LOTS 63, 76 - ~~orEss,0,.,, ~;,.uL,,1f.< ~ ~ 'I .. 82 f:! ~ ,o; i (l)'q'" --_a,: %:z: " NO, 46670 ,., "' ,., " XP. 6/30/06 ., • • ~ rn,<\ 'cit,'" ~l' ' OF c;.t.\°f ENGINEER Of WORK 472 ' ~-----(~~ ---, ·---k~-,w~,----,--@=)-6_3_,~ ~! 14' I i ~ i~ i P=732.20 FF=732.95 ~ @] 7' ,, ' ,,_;:;•=~.-4c--ia'R:.c-,U l~~ 1~1.0 IE. I 1, •· . .. _, GFF= 131,6 7' 1 ~! GFF= 1 0.6 FS 79.00' CK) P=/32.00 FF=/32.75 [ml (CC6) / J I fl! i 1 0. 9' / I I I I I I I .I Vl ..... -~ . «= ·--~-· ,," «,~· ~ .-· ·~ .. ,- '•" '' .... -.. -' ~ "½"••·-· -~,-·-=•""" . ' - .. ~·--.. ·-· ... ... -__ ,, . ,,., .. ,, .. " . _,_ .. - --0 ~ """ .-·' ·-. ·~ ... -""· --,., ' "" "'' ., ...... .. ~~'½'= -z/tff!( O'l/,0/0-1 ,.,_.,., t\,..:,O °"""''-'~ + t<V,/1~ =· 011"1~ . DATE INITIAL DATE INITIAL ·,,Al'!: INlflAL ONC1 L. MARTIN DATE REVISION DESCRIPTION R.C.E. NC). 48670 EXP. 6/J0/06 ENGINEER OF WORI OTHER APPROVAL CITY APPROVAL ~.- 20 40 60 ----- SCALE 1 '= 20' "AS BUILT" DATE RCE EXP. REVIEWED BY: INSPECTOR OAH I S1E6T I CITY OF CARLSBAD I SH16s I ENGINEERING DEPARTMENT PRECISE GRADING & EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.08 APPROVED LLOYD HUBBS pr V,: Ar< z-~~!:• ~ /j 3o/J:¥ tin ENGINEER =-E ·R=L EX.:=2ZJ1,i'o:S-DAT~ DWN BY: PROJECT NO, DRAWING NO. CHKD BY: ' l[.l?. CT 02-23 406-6B RVWD BY: ....lJ..g ._ __________________________________ , ________________________________________________ ,.,,...,....,, --,, ___ ----------------------------------------------------:---R:\0326\8..Eng\Prec se Grodinu\U326PG16.ciwg[ 1275JJul-27 2C04:17:27 w.o NO 0107-0260 ,091404 UlO i~ !!. [;I .... .i:. mo om - I .... m mm