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DWG 406-7B; CT 02-22; LA COSTA GREENS NEIGHBORHOOD 1.09; 01-13
GRADING NOTES (IN ADDITTON TO THE REQUIREMENTS OF CHAPT£R 15. 16 OF TH[ CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTfON OF THE CARLSBAD MUNICIPAL CODE, RESOLUTfON OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 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 CONSTRUCTfON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIG/IT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTfFJCATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF 11,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. I/f.~ COMPANY WRITING Vf£ POLICY MUST HAVE A RATING OF A AND A .sJZ£ CATEGORY OF CLASS VAS ESTABLISHED BY 'BESTS" KIT RATING GIJ/Qf:. 5. UNLESS EXEMPTED BY SECTfON .J01.(b)5 OF THE UNIFORM BUii.DiNG CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQU/11[ SEPARAT£ PERMITS FROM THE BUILDING DEPARTMENT. 6. NO WORK SHALL BE COMMENCED UNTfL ALL PERM/75 HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AIITHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTTL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VAi.iD GRADING PERMIT 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 APPROPRIA T£ SHEET OF THE PLANS AND THE TfTLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITTONS BY THE ENGINEER-OF-WORK PRIOR TO FJNAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FJRE AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO Tl/£ PROJECT SITE AT ALL TfMES DURING CONSTRUCTfON. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) I.ABORATORY WORK SHITTS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FJELD OF APPUED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETTON OF FIELD TESTS. 1.J. A SOILS COMPACTfON REPORT AND COMPLIANCE VERIFJCATfON REGARDING ADHERENCE TO RECOMMENDA TTONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL 8£ DONE UNDER THE DIRECTfON OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FJELD Or APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FJLL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFJCA TfONS AND THE • EARTHWORK SPECIFJCATIONS • ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FJELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECQNSTRUCUON MEETING SHALL BE HELD AT THE SITE PRIOR IQ THE BEGINNING OF WORK AND SHALL BE ATTEND[Q BY ALL REPRESENTAJMS RESPONSIBLE FOR CONSTR ,!CTfON, INSPECVON, SUPERVISION. TfSTll'K; AND AL~ OTHER ASPECTS OF THE WORK THE CONTRACTOR SHALL SCHWULE THE MEETTNG THROUGH THE PERMIT CLERK(4.JB-1161 ext. 432.J) AT LEAST Fl\/£ (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 INS?ECVON REQUESTS OTHER THAN' FOR PRECQNSTRUCJJQN l,IITT1NG Will BE ~ ~y ~~ TH~ fN.ii'N~JIING 24-HOUR /Nsp[CTTON REQUEST LINE AT 7 o ~= Ji&£tcii N [QUESTS MUST BE RECEIVED PRIOR TO 2:QO P.1./, ON Vf£ DAY BEFORE Vf£ INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESIS 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 SOLE/. Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATfONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SliOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE Of WORKER PROTECTION FROM THE HAZARD or CAVING GROUND DURING THE EXCAVATfON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST B[ PREPARED FOR ALL TRENCHES FIVE FEET (5 / OR MORE IN DEPTH AND APPROVE/) BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO tXCAVATION. IF THE PLAN VARIES FRDf,I Vf£ SHORING SYSTEM STANDARDS ESTABLJSHED BY Vf£ CONSTRUCTION S4FETY ORDERS. TITLLi CAl lFORNIA AQM/1//STRATIVE CODE THE PLAN SHA! l BE PREPN?ED BY -1, REGISTERED ENGINEER AT Vf£ CONTRACTORS EXl'ENSf. A COPY or THE OSHA EXCAVATION PERMIT MUST 11£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTfNG SHALL BE PERFORMED UNTfL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WE'LL IN ADVANCE OF THE SCHEDULING OF BLASTfNG OPERATfONS. 19. IF Al{( ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, QP£PATfONS 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 SO. 20. ALL OPERA TfONS CONDUCTED ON THE SITE OR ADJACENT THERETO. INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTfON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BITWEEN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATfONS SHALL 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL Off SITE HAUL ROUTfS SHALL BE SUBMITTED BY THE CONTRACTOR TO THE; CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO ~ JfQBK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MAT£RIAI. SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. IH£ CONTRACTJ,B SHALL BE RESl'ONSIBLE FOR ANY D£fJRIS QR DAMAGE OCCURRING ALONG U-IE HAUL ROUTES OR ADJACENT STRm! AS A RESULT OF THE GRADING Of'ERAVON. 2.J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED.. NO TREES ARE TO BE REMOVW UNLESS SPECIFJCALL Y NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADW 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 Sl'GNED AND APPROVED SET OF £ROS/ON CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIIIECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FJNISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. 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, STAIJILIZED, PLANTED AND/OR 1-/YDROSEEDED WITHIN TEN (10) DAYS OF THE TfME WHEN I}£;JJ SLOPE IS BROUGHT TO GRADE AS SHOWN 6N THE APPROVED GRADING PLANS. 2B. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, TH[ LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. XXX-XX, 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 /RR/GA TfON Pl.ANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TfME REQUIREMENTS. JO. STORM DRA,IN Pf PE SHALL BE REINFORCED CONCRETE Pf PE WITH A MINIMUM D-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 75• PVC MAY 8£ UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/ 4 • ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. 31. WHERE AN EXISTfNG PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY Fffi OF BUILDING OR STREET 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. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTTNG FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATfONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTfNG GRADING NEAR THEIR FACIUTfES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (BOO) 422-4-133 SDG&E (BOO) 660-7 343 PACIFIC BELL ~BOO~ 892-0123 ADELPHIA CABLE COMMUNICATIONS 760 438-7741 COX COMMUNICATIONS 760 B06-9809 CITY or CARLSBAD (STREETS k STORM DRAIN) (760) 438-2980 CITY or CARLSBAD (SEWER, WATER k RECLAIMED WATER) (760) 438-2722 .J4. PERMIT COMPLIANCE REQUIREMENTS: A. .fQELCQt{[ROLLED GRAD/NG-THE APPLICANT HIRES A CNIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GNE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS [ 15. 16. I 20 A.BJ CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING l'ERf,IIT-THE FOLLOWING REPO/i'TS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR [15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TfON ARE INSTALLED IN CONFORMANCE WITH CITY CODE ANO THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LffiER 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 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 WITIIIN ONE ( 1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE .RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED VILLAGES OF LA COSTA "THE GREENS" PREPARED BY GEOCON, JUNE 25, 2001 UPDATED LETTER JUNE 23, 2004, SHALi. BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICAnONS CONTAINED IN SAID SOILS REPORT. RESOLUTION NOTES COMPLIANCE WITH APCD RULES 51 (THE "NUISANCE" RULE), 52 (PARTfCUlA TE MATTER), AND 54 (DUST AND FUMES) OF THE AIR QUALITY CHAPTER WOULD EFFECTIVELY MIT/GA TE DUST IMPACTS GENERA TEO DURING GRADING OPERA TfONS. THE FOLLOWING MEASURES ARE REQUIRED TO ACHIEVE COMPLIANCE WITH THESE RULES AND REDUCE CONSTRUCTION RELATED TO AIR POLLUTANTS: 1. THE WATERING OF ALL SURFACES BEING GRADED AND HAUL ROUTES SHALL BE REQUIRED DURING DRY WEATHER CONDITIONS. 2. ALL UNPA VEO AREAS SHALL BE REVEGETA TED ACCORDING TO THE APPROVED LANDSCAPE PLANS AS SOON AS POSSIBLE AFTER GRADING. 3. ALL CONSTRUCTION-RELATED TRAFFIC SHALL BE RESTRICTED TO ROUTES THAT ARE OUST-CONTROLLED, REDUCED SPEED LIMITS SHALL 8£ MAINTAINED FOR ALL HAUL AND CONSTRUCTION VEHICLES. 4. ALL CONSTRUCTION ACTIVITIES SHALL BE LIMITED DURING PERIODS OF HIGH WINDS. 5. ALL HEAVY-DUTY, DIESEL POWERED CONSTRUCnON EQUIPMENT SHALL BE OPERATED ACCORDING TO MANUFACTURERS SUGGESTED OPERA TING INSTRUCTION (WITH THE FUEL INJECTION TfMING 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/7VNE-U NOT BEING UTILIZED TO A VOID EXC PS, AND BE TURNED OFF WHEN ESS/VE IDLING EMISSIONS. 7. THE APPL/CATION OF ARCHITECTU ASPHALT SHALL ADHERE TO APCD EFFECTIVELY CONTROL OTHER CONS RAL GOA TING AND CUT-BACK RULES 6 7. 9 AND 6 7. 7, TO TRUCTfON-RELA TED EMISSIONS OF Alf,' P'OLLUTANTS. 8. THE ENGINEERING DEPARTMENT DURING ALL GRADING OPERA T/ONS SHALL MONITOR FOR COMPLIANCE OF THE PROJECT. PRO,IECI LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NO. 213-111-04. THE CAL/FORM!'\ COORDINATE INDEX OF THIS PROJECT IS I✓ 1Jil}.4 EWJ. IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMEA'T CODE • I--IUNSAKER REQUIRES A DIGALERT IDENTIFICATION NUMBER BE & AS SOCIA TES ISSUED BEFORE A PERMIT TO EXCAVATE MLL BE VALID. FOR YOUR DIGALERT I.D. NUMBER CALL SAN DIFGO. 1'4C UNDERGROUND SERVICE ALERT AT: PLANNING 10179 IHLJeflnekef1> Street TOLL FREE 1-800-227-2600 ENGINEERING San Di1egu, c~ 92121 SURVEYING PH(858)558·4S00 · FX(858)558-1414 TWO WORKING DAYS BEFORE YOU DIG PRECISE GRADING AND EROSION CONTROL PLANS FOR LA cos1·A GREENS NEIGHB01RHOOD 1.09 MODELS & PHASE 1 -7 --,-, CITY OF SAN MARCOS II --+-+ THE GREENS 1.09 Cln1 OF ENCINITAS VICIN/'TY MAP NTS OWNER'S CERTIF'ICATE I HEREBY CERTIFY T/-IAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS IJEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRAD~ ~c.;,-AND ADVISE ON THE COMPACTION ANO STABILITY OF THIS SITE. s1G!!#111& 1 '~ --?J DA' ft l I •'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 CERnFY THAT A SAMPLING ANO STUDY OF THE SOIL CONDlllONS PREVALENT WITHIN THIS SITE ~i'\S MADE BY ME OR UNDER MY DIRECTION ON THE DATE OF JUNE 25, 2001, UPDATED LETTER JUNE 23, 2004. TWO COMPLETE COPIES OF THE SOILS REPOl?T COMPILED FROM THIS STUDY, W/Ti'I MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS %t:~-~::lj;V SHANE RODACKER DATE R.C.E. NO. 63291 EXP. DATE: 6/30/06 "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE 7HAT I AM THE ENGINEER OF WORK !"OR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF Tl-/£ BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT ST.4NDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DR.AWINGS AND SPECIFICATIONS BY 7HE CITY OF CARLSBAD DOES NOT RELIEVE ME; AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HUNSAKER & ASSOCIATES ADDRESS: 10179 HUENNEKENS AVE CITY, ST.: SAN DIEGO CA TF.LEPiH: (858) 558-45= BY, -=-•~:d<alb.. R MONO L. MARTIN PE. NO.: RC[ 4862' EXPIRATION DATE: _§,l.~3=0~1/1=06~------- SOURCE OF TOPOGRAPHY R. J. LUNG AND ASSOCIATES, 2832 WALNUT AVENUE, TUSTIN, CA. 92680. (714} 832-2077, AERIAL P/-IOTOGRAPHY FLOWN OCT. 25, 1999 & MASS GRADING PL4N PER CITY OF CARLSBAD DWG. NO. 397-IA OWNERS I PERMITTEES WESTERN PACIFIC HOUSING 5790 FLEET STREET, SUITE 210 CARLSBAD, CA 92008 (760} 929-1600 .LEGAL DESCRIPTION IJEING A SUBDIVISION OF LOTS 8 ANO 19 OF CARLSBAD TRACT NO. 9.9-03 LA COSTA Gi~EENS, IN THE CITY OF CARLSflAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14543, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, FEBRUARY 12, 2003 TOGETHER WITH PORTIONS OF AL/CANTE ROAD ANO LAPIS ROAD, AS DEDICATED TO PUBLIC USE. ASSESSOR'S PARCEL NUMBERS 213-111-002 TO 213-111-07. .llASIS OF BEARINGS ~'ilofESSfo,v. THE BASIS OF BEARINGS FOR THIS SURVEY ""' 0 0 '·,q•< IS THE CALIFORNIA COORDINATE SYSTEM -.. 1' <' ~ ~ ti . 1983, ZOii£ VI, 1991.35 EPOCH, I/ORTH Ill "II[' .,,-.--O:-Z.z AMER/CAIi DATUM OF /983 IIIAD83), GRID " NO. 48670 M ... M BEAR/I/GS BETWE1'11 STATION 147 AIID ,. XP. 6/30/06 ;' • STATION 152 AS SAID COORDINATES ARE -';, .. PUBLISHE:D IN Tf/E CITY OF CARLSBAD ,f'i-· <'JV" ;pt' Or-CA,L\~ SURVEY CONTROL NETWORK ESTABLISHED BY COUNTY RECORDER 011 FEBRUARY B, 2002. IE, II 04'55'39" W ENGINEER OF WORK REFERNCED BEAR/I/GS FROM OTHER OOCUME:NTSIDEEDS MAY OR MAY NOT BE I II i~( ~1a.k TERMS or SA, D SYSTEM THE COMB I NED SCALE FACTOR AT STATION 147 IS 0.99993947. GRID DISTANCE• GROUIID DISTAi/CE X COM!I/NED SCALE FACTOR. R.C,E. NO. 48670 EXP. 6/30/06 . --,---- rkt;k 1 DA E REFERENCE DRAWINGS CITY OF CARLSBAD DRAWING NO. 397-2 CITY OF CARLSBAD DRAWING NO. 397-2A CITY OF CARLSBAD DRAWING NO. 406-7 CITY OF CARLSBAD DRAWING NO. 406-7A LEGEND OF ABBREVIATIONS TC TOP OF CURB TG TOP OF GR.ADE GIJ GRADE BREAK BC BEGIN CURVE EC ENO CURVE HP HIGH POINT LP LOW POINT FL FLOW LINE FG FINISHED GR.ADE IE INVERT ELEVATION ST STREET RT RIGHT LT LEFT FS FINISHED SURFACE NTS NOT TO SCALE TW TOP OF WALL TF TOP OF FOOTING OF DEEPENED FOOTING GFF GARAGE FINISHED FLOOR (FRONT) GFB GARAGE FINISHED FLOOR (BAGI() EARTHWORK QUANTITIES* CUT: FILL: EXPORT: IMPORT: REMEDIAL: ol'oO -CY 0 -CY 31'50 -CY 0 -CY 0 -CY * QUANTITIES SHOWN ARE FOR BONDING ONLY ANO ARE NOT TO IJE USED FOR BIDDING, BUDGETS OR OTHER PURPOSES. SHEET INDEX SHEET I Tl TLE I/OTES SHEET 2 KEY MAP. I/OTES II DETA /LS' SHEET 3 · r-e, PRECISE GRADING PLAII i '!/~o/o4 RLttl /1\ ADD P~AC,!;'.', z-1 SUEETS o,-(3 DATE i INITIAL ENGINEER Of WOR' REVISION DESCRIPTION WORK TO BE DONE THE PRECISE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS ANO 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 ANO THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE PRECISE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE C/fY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. CITY OF CARLSBAD STANDARDS. THIS SET OF PLANS. 2. 3. 4. IN ACCORDANCE WITH CITY OF CARLSBAD RESOLUTION NO. 5016 AND NO. 54B7 DATEO OCT. 15, 2003 THE STANDARD SPECIFICAf/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT ANO RECOMMENDATIONS BY GEOCON DATED JUNE 25, 2001 AND UPDATED LEITER DATED JUNE: 23, 2004 THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY IJE MODlflED BY THE CITY OF CARLSBAD STANDARDS. 5. 6. 7. 8. 9. 10. 11. 12. FINAL PROGRAM £/R 98-07 AND THE MITIGATION MONITORING AND REPORTING PROGRAM. SWPPP WDID # 9370328690 SWMP DATED JUNE 17, 2004. PUO Pl.ANNING COMMISION RESOLUnON NO. 5658 DATED JUNE 16, 2004. CALlf'ORNIA STORMWATER QUALITY ASSOCIATION, STORMWATER BEST MANAGEMENT PRACnCE, CONSTRUCTION HANDBOOK ANO STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CONSTRUCTION SITE BEST MANAGEMENT PR.ACTICES (Bl.IP} MANUAL. LEGEND DESCRIPTION DROPPED GARAGES BACKWATER VALVE/SPL/7' SYSTEM REQUIRED PAD ELEVATION FINISHED FLOOR ELEVATION GARAGE FLOOR ELEVAnON (FRONT) GARAGE FLOOR ELEVATION (BACK) DEEPENED FOOTINGS THICKENED EDGE WATER LATER.AL••• SEWER LATER.AL*** PLAN NUMIJER (R-REVERSE) ELEVATION AND COLOR SCHEME LOT NUMBER ROOF DRAIN DOWNSPOUT RETAINING WALL WOOD FENCE RETURN (PER LANDSCAPE PLANS) TUBULAR STEEL VIEW FENCE MASONRY THEME WALL OR SOUND WALL (PER I..ANDSCAPE PI..ANS) GLASS VIEW WALL (PER LANDSCAPE PLANS) PILASTER (PER LANDSCAPE PLANS) CONCROE CURB (PER LANDSCAPE PLANS) WOOD FENCE (PER LANDSCAPE PLANS) STREET NAME SIGN••• FIRE HYDRANT"•• STREET LIGHT"''* WATER MAIN•••· SEWER MAIN*,. STORM DRAIN*** EASEMENT 3 • PVC AREA DRAIN 5• NOS SPEE-·D DRAIN (OR EQUAL) SIDEWALK UNOERORAIN (SDRSD D-27)••• UTILITY METER LOCATION • CfTY OF CA~'LSBAD STANDARDS ••• IMPROVEMENTS PER DWG 406-7 •• CONSTRUCTED BY SEPARATE PERMIT NOTE 1: 7WO STORY HOMES MAY HAVE DUAL WASTE SYSTEM IF REQUIRED BY THE BUILDING OFFICIAL. PLANNING DEPARTMENT APPROVAL \M,ia...o a dts+v f(?p"' DATE: q /zflo.,,. (S ) IIICIIAEL /. HOLZlllLIER, PLANNING DIRECTOR RCE SYMBOL * [filJ P=137.60 FF=138.35 G'T=137.BO GFB=137.BO (0 ® ffiJ (EC5) CID ® X X )l vi Y-----X w •,,_ '; s ------ 181 ◄ "AS BUILT" EXP. 4\fflk=(~.tlf~ DATE~ REVIEWED BY: RECOIIIIENDED BY:~~ INSPECTOR I SHiET I CITY OF CARLSBAD ENGINEERING DEPARTMENT ' . QUANTITY 30 EA 1,,/,,(,0 LF 255 £A DATE DATE ~ '3 PRECISE GRADING & EROSION CONTROi PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.09 APPROVED LLOYD HUBB~ 7i, -7/:Jl?/v"I , 4',::, "'ttR.r. ~~~ : ,i,_ CITY ENGINER RCE =9 EXP l:;.,. i 7 /0 ' DATE "-'_,... I I r -~ , ' l-~O•IO':) OWN BY, E] PROJECT NO. DRAWING NO. DATE INITIAL DATE 1i!i1T1AL CHKD BY: J Li2-CT 02-22/PUD 02-ll(B) 406-7B RVWD BY:..,) LI': OTHER APPROVAL CITY APPROVAL R \J327\~Eng\"'ecise Gr ociing\Models & Phose 1 \J327PI ,111.dwn[ 2C7JISep-14-2004,15'45 W.0 NO 1 751-12J 0 - EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT DAVID D/ffiERJ.E AT (760) 930-1670, 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE A, ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY 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. a:' SET BACKS __ PER PLAN A PL A B C I--+ SET BACKS PER PLAN C PL 2 VARIES 5' MIN 1 2' MIN. :J' MIN• 6" MIN. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 31 ··7 I NO MOUNDING YIN THIS AREA (TOP OF SLOPE 0.5' MIN ABOVE / I SWALE & NOT TO EXCEEO FINISH PAO ELEV.) • 5' TYPICAL UNLESS OTHERWISE NOTED DEEPENED FOOTING WHEN REQ'D (SEE DETAIL BELOW) 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40,r;). SILT AND OTHER DEBRIS SHALL BE REMOVE:0 AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE. 72 ' I I 28 33 77 : 32 SIDEWALK UNOERDRAIN PE.R 5DR5D ====dc.~==1:~===~~r;.~;_:;;_o-27 (TYP); INSTALL PER 406-7 CURB-- NOTE: SIDE. SLOPE RATIO VARIES 4' AND UNOER ARE. 1.5:1 & OVER 4' ARE 2:1. TYPICAL LOT EROSION CONTROL DETAIL L L 4' SECTION A-A N.T.S. EXISTING Bf.RM TO REMAIN AND CONTRACTOR SHALL MODIFY FENCE. HEIGHT AND LOCATION AS NECESSARY TO COMPLY WITH CITY REQUIREMENTS 12· , -=G~R-"~o~E=--,:::s;..~:.:, F1NiS!-1ED _ --11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRAD£D SLOPES (90,r; COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE' DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. ~---~ N.T.S. . -------EXISTING GROUND SURFACE TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 8. 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEf'ER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBUC. c. HAVE ANY SPECIAL CONDITION 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: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. KEV MAP SCALE: 1 "=200' GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. PROJECT BOUNDARY C. 2. AREAS SLOPED LE.SS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE ll?RIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) LOT LINES 70 LOT NO. r1 SHEET NO. f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. liEMS c.d,B, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUl:.ILIC STREET OR RESIDENTIAL STRUCTURES. 2. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCAST/NG BEFORE HYDRO SEEDING'. 1. 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 OF THE CONTRACTOR. --~.,, '%,. R/W **J' MIN. 6 11.. '77 -- PROJECT BOUNDARY 200 200 400 SCALE 1"~200' PVT STREET LIGHT 60'/56'* R/W J0'/28'* J0'/28* IJ'/10'!_+_~1.._7_,_' c-18,_'*----.,__--'l-'-7.L' -"18'--'*_--.,c..-,11'-IJ""'/'-l~0_'*-1-c-cJ'~*.,_* MIN. 5' .5 5' 6" 6" TYPE G CURB .5' 2.Q' L.lL.'A 800 -21f. ' y_J DRIVEWA APPROAC H / FIBER ROLL 8" MIN 2" MIN 4" MAX 12• MIN' .,,.,--wooD STAKE / J/4"x3/4" MAX 4' SPACING FIBER ROLL N.T.S. 14• TRANSITION I I - NOTE: 2"-3" BELOW r_m:HT GRAD£_ ---- t ______ s T11AIGHT GRAD£ FROM BACK OF DRI\IEWA Y APPlWACH TO G4RAG£ SI.AB. 1) THE MAXIMUM DRIVEWAY SLOPE, MEASURED ON THE LOWER OR STEEPER SIDE OF 7HE DRIVEWAY, SHALL Bf. 14%. SLOPES EXCEEDING 14% SHALL 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 APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50,r; OF THE STRAW INTO THE SOIL. ~i:+-2% AND GUTTER\- 2J/t ___ Q; REQUIRE SPECIFIC APPROVAL BY THE WESTEf,W PACIFIC HOUSING PROJECT MANAGER. D. E. J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINA7/0N OF: 2. a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. CONDITIONING 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 AD,IUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEEDED AREAS SHALL BE MAINTAJNED 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. T' F1RE HYDRANT---:-1'1="6~ 4" A.C. PAVEMENT ------1.. _ _..!.1,__1'_->--_lecl_' --,"-AND 4" BASE MIN. ,. 18" RCP·_) STORM DRAIN I _ _, f-6" T,' ~ 5.0 LOCAL T,' 4.5 CUI -DE-SAC a•• PVC WATfR • DENOTES 56' WIDE ROW WITH .J6' WIDE CURB TO CURB 2) WHEN 7HE MAXIMUM DRIVEWAY SLOPES EXCEEDS 10%, INCORPORATE TRANSITIONS AS SHOWN ABOVE. THIS "IIOLL • IN THE DRIVEWAY IS INTENDED TO HELP AVOID BOTTOMING BY LONGER veHICI.ES AND TO MAKE THE DRIVEWAY MORE PLEASING VISUALLY. DRIVEWAY TRANSITIONS FOR DRIVEWAY EXCEEDUIIG 10c:'/o SLOPE PUBLIC LOCAL STREET 18 .. PVC SEWER •• J' MINIMUM SETBACK TO HOA MAINTAINED SLOP[ TOE AT R. 0. W OTHERWISE N.T.S. PORTION OF LAPIS ROAD , JADE LJ~NE, LARIMAR AVE, LEUCITE PLACE, AND KORITE PLACE* N.T.S THESE IMPROVEMENTS ARE CONSTl?UCTED PER DWG 406-7 SIGHT DISTANCE TRIANGLE GENERAL NOTES GENERAL NOTES, CONT. NOTE: (2.5' MAX. I/EIGHT OF ANY OBJECTS, VEG[TA noN, SLOPE. ,t ETC.) 1. SEE TRACT MAP AND EASEMENT PIA TS FOR EASEMENTS, DIMENSIONS ANO /DENT/FICA TION. 2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798 .. J. ,RONT, REAR AND SIDE YARV WMENSIONS SHOWN + ARE APPROXIMATE. 4. SETFIACKS ARE MEASURES TO 7HE NEAREST VERTICAL PROJECTION. 5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE. 6. SEE ENGINEER'S PLANS FOR LOCATION OF UTILITIES. 7. NO DRIVEWAYS SHALL EXCEED 10Jt GRADE Wl7HOUT A 4' VERTICAL. CUf?VE AT GARAGE AND RIGHT OF WAY. (SEE DETAIL BELOW) 8. PROVIDE GRADING DEPARTMENT CLEARANCE BEFORE FOUNDATION INSPECTION. 9. ALL FILL TO BE APPROVED COMPACTED' FIU. 10. LOTS SHAU BE GRADED IN ACCORDANCE WITH CITY OF CARLSBAD. 11. CONTRACTOR TO PROVIDE TEMPORARY SANITATION FACILITIES. 12. THE ANGLE OF REPOSE IS AN IMAGINARY LINE 45 • TO THE HORIZONTAL, EXTENDING DOWNWARD FROM THE BOTTOM CORNER OF ANY BUILDING FOOTING AND SHALL NOT INTERSECT ANY PART OF AN EXCAVATION FOR UTILITIES, DRAINAGE, ETC. 1 J. FRONT WALK PER LANDSCAPE PLANS. 14. ALL DRIVEWAYS SHALL BE CONSTl?UCTED PER SDRSD No. G-14.A. 15. GARAGE FLOOR ELEVATION IS AT DOOR (2" FALL FROM REAR) ANO EQUALS GROUND ELEVATION AT HOUSE LINE UNLESS 07HERW/SE SHOWN. PLANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIECO. INC 10179 Huennekens Street San Diego, Ca 92121 PH(858)558-4500 · FX(B'>B)S.~8-1414 16. DURING HOUSE LAYOUT AND BEFORE Tl?ENCHING ALL SETFIACK DIMENSIONS SHOWN ON Pl.OT PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER AND 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 (UNLESS OTHERWISE NOTED), SCHEDULE 80. 1% MIN SLOPE. HI. ALL DRAINAGE INLETS CONSTl?UCTED ON BUILDING PADS SHALL BE NOS 6" SF'EE-D BASIN OR EQUAL. ALL DRAINAGE INLETS CONSTl?UCTED WITHIN THE PUBLIC RIGHT OF WAY SHALL BE BROOKS Dl2424-24" SQUARE CONCRETE CATCH BASIN WITH METAL GRATE OR EQUAL. 20. ALL LOT DRAINAGE SWALES ARE TO BE A MINIMUM OF 7.0 J/t SLOPE. 21. ELEVATIONS ON THIS PLAN SHOWN AS "51.00" ARE TRUNCATED IN THE ONE 1/UNDREDS PLACE BY 400.00 AS APPLICABLE. IE. 51.00 = 451.00 22. SETFIACKS FOR 7HIS PROJECT ARE AS FOLLOWS: FRONT YARDS = 15 FEET REAR YARDS = 15 FEET SIDE YARDS = 5 FEET 23. SEE SOILS REPORT DATED JUNE 25, 2001 UPDATED LETTERJ<.1/Jc Z3, 2004-PREPARED BY GEOCON. 24. FOR ROUGH GRADING PLANS AND SPEC/FICATONS SEE CITY OF CARLSBAD DWG. NO. 397-IA. 25. STl?EET, CURB, &: PAD ELEVATIONS ARE PER EXIST. PLANS &: SHOULD BE VEf//FIED IN THE FIELD. IF ACTUAL ELEVATIONS VARY FROM THOSE SHOWN, NOTIFY THE ENG/NEE'/ OF WORK AT (858) 558-4500. 26. FOOTPRINTS ARE BASEO UPON ARCHITECTURAL PLANS DATED 5/04/04. 27. DRIVEWAY 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 DIST/?ICT. JO. AN APPROVED BACKWATER VAL VE IS REQU/RFD FO~ DRAINAGE PIPING SERVING FIXTURES LOCATED BELOW 7HE ELEVATION OF THE NEXT UPSTl?EAM MANHOLE COVER. FIXTURES ABOVE SUCH ELEVATION SHALL OISCHARGE THROUGH THE BACKWATER VALVE. 1. FOR /10UGH GRADING PLANS AND SPECIFICATONS SEE CITY OF CARLSBAD DWG NO 406-7A 2. STl?EET. CURB, &: PAD ELEVATIONS ARE PER EXIST. PLANS & SHOULD BE VERIFIED IN THE FIELD. IF ACTUAL ELEVATIONS VARY FROM J. FOOTPRINTS ARE BASED UPON AR 4. DRIVEWAY PAVING MATERIAL TO BE S. STl?EET ADDRESS SHALL BE LOCA 7HOSE SHOWN, NOTIFY 7HE ENGINEER OF WORK AT (858) 558-4500. CHITECTURAL PLANS DATED 5/04/04. 4" P.C.C. MIN. TED ON BU/LO/NG EXTERIOR IN ACCORDANCE Wl7H 7HE CITr FIRE CODE. 6. SEWEI? If. CLEAN-OUTS ARE PER CITY OF CARLSBAD STANDARD DRAWINGS 5-7. IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED BEi.OW 7. AN Al'PROVED BACKWATER VALVE 7HE El.EVA TION OF THE NEXT UPS SHALL DISCHARGE THROUGH THE BA Tl?EAM MANHOLE COVER. FIXTURES ABOVE SUCH ELEVATION CKWA TER 1(1\L VE. 'i'~oFESs 'a,v. ,S, OL,,i;<< ~~~ ~ _..l:i er, ,q-,..,. --0:: :Z:::z " NO. ~8670 ,,. "' ,,. " XP. 6/30/06 C:, • .. .,. .,. •~ -~IVII,/' <ft' f'a, C,\L\~ ---- ENGINEER OF WORK ~~.Y~ w.r/ay i DATE INITIAL R ND L. MARTIN DATE PCR PCR ,W'2%MIN.i ~- cu~ A /\ ~RB R -----R/W PACI TYPICAL COFINER LOT SIGHT DISTANCE SETBACK NTS "" DATE INITIAL DA.TE SECTION 8-8 3' MIN• H IN FE'ET L IN FE'ET 0-5 - 5'-20' 2.s· • 20'-40' s· OVER 40' 10' SLOPE ROUNDING DETAIL (DOE!> NOT APPLY TO SIDE SLOPES BETW[EN RESIDENTIAL UNITS) 5' MIN PL 2' MIN ~~:~_'_·: i=~.;;;=:B:LD~GicP~ADi~E~LEV~. ::::/r-.:,~ 7 F~ 1o _ 2% Ml · -........, ::. 21 % MN<- D I ELEV. MUST BE EQUAL TO BLDG. PAD ELEV. OR HIGHER DEEPENED FOOTING WHEN RE.Q'O (SEE DETAIL BELOW) SECTION C-C N.T.S. BLDG PLAN VIEW @ FOUNDATION -,; MAX .S' D.F. SECTION D-D N.T.S. D I • 5' 7YPICAL UNLESS OTHERWISE NOTED 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" RCE EXP. DATE ~- REVIEWED BY: INSPECTOR DATE I SH2ET I CITY OF CARLSBAD CT[J ENGINEERING DEPARTMENT 3 ... __ ,, ___ PRECISE GRADING & EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.09 APPRovEo LLOYD Hui3as·u r J ,. -·•~..,~ ~o'-/ CITY ENGINEERVRCE . L Exe 12/.}1/05 _,, DATE OWN BY: INITIAL CHKD BY, _.!l,.12, PROJECT NO. DRAWING NO. R.C.E. NO,. 48670 EXP. 6/30/06 ENGINEER Of WORI REVISION DESCF!IPTION OTHER APPIWVAL CITY APPROVAL RVWD BY, JLf't CT 02-22/PUD 02-ll(B) 406-7B R:\0327\&Eng\Precise Groding\l-lodels & Phase 1 \0327PG02.dwg[ 2070]Sep-14-2004: 14:4 0 W.O NO 1751-123 107804 HUNSAKER & ASSOCIATES SAN DIFGO, INC PLANNING 10179 Huemekens SI.reel ENCINEERING San Diego, Ca 92121 SURVEY1NG PH(858)556-4500 · FX(858)558-1414 \ : ' I I I \ \ I \ ' I \ : I v, c'i ,: -< 0 if) i! z C) "' C) 0 ~ 0 0 "' I ~ j j 40.80' (,~ CD / P=20B.70 208, 1 20✓.r7r X_/xl!N ___ / FF-209.45 ~CHI @j)r--- .42' -.... --t \ ;;; ... ~.~ \is, -~-·- s \ 1 \ 1 f-- I ;;:; c:, I I g I (--n?.5 I HP"- ( r---.r--- / I s \ B7.so· _ \ =r~, 1----_ __zw Fl (0 \ w "i :: ,-.; "'i 2_6roo I I · f ~r!.!c;;/2 " 'P . ~I .,\ lt"j/i ~~ "l'f:! "'I MODEL L()TS 1 -4 \""-ofESSto~ <-" 0,.0 L . -t; < ~ '.l...~ >14S.,.>: ~ :;:; ~ .... <?- -Q::' z % "' NO. -48670 ~ "' "' .. XP. 6/30/06 }:' • ,I'~ .C<V\l ;,t_'" !e or cA1.."" ENGINEER OF WORK 57.85' s f@ :?I ::;; /lid 7.oo:r "' ~It 2s:i.oo "''"""" r . --·· --- ~/l~ 9µJ~;{v DATE INITIAL D L MARTIN DATE ..__ __ . R.C.E. NO.. 48670 EXP. 6/30/06 ENGINEER or WOR> 1 I LQ l-, 0 -1 REVISION 20 D 20 40 60 """"-""'-I _I ____ I SCALE 1 •~ 20' "AS BUILT" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE ·-~ ~ CITY OF CARLSBAD ENGINEERING DEPART"4ENT 3 3 - PRECISE GRADING & EROSION CONTROL PLANS FOR: .' LA COST A GREENS ' NEIGHBORH02D 1.09 MOOEL$ LOTS I - APPROVED LLOYO HUElBSdr ~ 4 ~ ,=::,,: d. ~ £4: ·-,c 3 ·" CITY ENGINEEri'RCE ft/9 EXe 12131 /JI-_',/4 DATE - DWN BY: ~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: _ _,_[LE( __ DESCRIPTION RVWD BY: __.J_JJ'-CT 02-22/PUD 02-ll(B) 406-7B OTHER APPROVAL CITY APPROVAL l~:\0J2i\&:::n(]\Precise :::;rading\Mode s & rhase 1\0327PG03.dwg[ 2070lSep-14-200L;' 5:08 W.O NO 1751-123 102804 C :E (i) HUNSAKER & ASSOCIATES SAN DIEGO, INC Pl.ANNING 10179 Huennekens Street ENGINEERING San Diego, Ca 91121 SURVFYING PH(858)558·4500 · FX'(858)558-1414 ~5Jl.. ,,__ f'/; I I \ \ ~ I" .. 024.6. -"W _2,Z1Ji-..__ i · fL ~ crr~22s.os ' 72.74 ' 225,2,, . FG / i _22_4.!5 FL Cl:) 7.5' P=225.00 j_ FF=225.75 J' MIN I I I 7 ;;i~LOOX I 58.82' \ I I .10 I ~~ "' -·"> rr1~ "' "' 2Jt00 13.36' I I GFF=226.25 I I I \ \ I I ~ ~~ I"' c'j I s I I ~~ /VI PHASE 1 LOTS 6 -12 7' 2.0 I 12· ' I I I -~--2~ ,.pt,,., 'r·"'-;· 1:":5'::_ o~o·-... \ I s ' I I I "'"ri~ "-2$-8 '1. '...11!!1 1 I . I • I • 1 • I I. I I, I . I j is. 10·3_ 8 • • SIGHT DISTANCf: CORRIDOR~ tt.OfESSJol\'. ~~ 0 L.Ai_,,,'.ft ~~~ ~,.Jo:~ ,__ "'{" -lo) .'.:?a:= zi .., NO. 48670 ~ ~ XP. 6/30/06 ~ • • J',>, -..._"r ~~ dlt (" DF CA\.\~ ENGINEER OF WORK :¥.-r~r-'~t DATE INITIAL L. MARTIN DATE rNGINErR OF WORI R • 48670 EXP. 6/30/06 ... I I \ __J I \i " > i .,.~ g, i __, ft. .. • . " 6' --~ ·-. DATr ...- INITIAL REVISION DESCl~IPTION OTHER APPROVAL DATr INITIAL CITY APPROVAL \~ 'I \ ...- \ .r) -0 20 40 60 SCALE 1 "= 20' '\ ~ ~ ' U; <c "' "' ~ .,, t "AS BUILT" DATE RCE EXP. REVIEWED BY: INSPECTOR DATE w I CITY OF CARLSBAD ~NGINEERING DEPARTMENT i I SHEETS I • /3 i PRE:CISE GRADING & EROSION CONTROL PLANS cOR: LA COSTA GREENS NEIGHBORHOOD 1.09 P\..IASf:. I LOTS .,-12. APPROVED LLOYD HUf38Sd)'" ,/ ?/3epYJ -----~ .... EX" 1?, ",05 DATE CITY ENGINEf'll RCE ''<S --OWN BY: PROJECT NO. DRAWING NO. CHKD BY: -, Ill'-CT 02-22/PUD 02-ll(B) 406-7B RVWD BY:~ n R:\0.\27\&Eng\Precise Grod·ng\Modcls & Phase 1\0.3, /PC,04.dws[ 2u70]Sep 14 2004:15:11 W.O NO 1751 123 1028011 .a::. ..... 0 c,., °" I ..... c:, / I SIGHT DISTANCE" CORRIDOR~~ HUNSAKER & ASSOCIATES SAi\. DIEGO, INC PLANNING 10179 Huennekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858)558-4500 · FX(B58)558-1414 83.22' ~-5 " m <O ~ _H I ---- • 1_ C3D P 0-230.70 FFac2J/,45 I@ llJO. FL GFB~ 231.35 3' MIN <SPz) 3' MIN lllEl _229,.i GFF-FL 230.95 .5 229.5 TG 229.0lr c:, "' g .....__ 5 I I I 64.40' 227.5 I '!._ -~ 11 ,---__;------, f Bl:J ff GD ---2fi'· , ·-1, 3' MIN P=?27. 70 t =---FF-228.45 GFB--.! ' MIN 228.35 1 __ 2~ IE _225,1 IE --22_7.5 ®--,-.-__J HP _2,2· <.o "' :g - \ , 1- j j I __j JADE LANE PHASE 1 LOTS 54 -57 42.91' 18.21' 1.00:c j. ~onss,0 ~ L ~-"f r·.,, .. ,_ /~ ~i I "" _., -.a:: -;Lz 1 NO. 48670 ::;: ; XP. 6/30/06 ~ ,JI.... .... .. ~ ~ ,._L \~ ENGINEER OF WORK R~~~aL_ R.C.E. NO. 48670 EXP. 6/30/06 .... ,/rr&<r DATE INITIAL DATE REVISION ENGINEER or W0RI ~ 20 0 20 40 ~L--1 I __ SCALE 1 "~ 20' "AS BUILT" DATE RCE EXP. REVIEWED BY: -·-- INSPECTOR DATE U:::11 CITY OF CARLSBAD ENGINEERING DEPARTMENT ~ 3 ·- PR[CIS[ GRADING & EROSION CONTROL PLANS FOR: LA COSTA GREENS NEIGHBORHOOD 1.09 P~A':>E-l LOT$ 64 -'51 ~OVED LLOYD HUBBS8/' -~ ;_ . ~ -r,/3.f ~ CITY ENGINEER~ RCE .23~--Exe 12ZJ1 to DATE I ._ l ; -OWN BY: PROJECT NO. DRAWING NO. ! DATE INITIAL DATE INITIAL CHKD BY: Ju; i DESCRIPTION CT 02-22/PUD 02-ll(B) 406-7B OTHER APIPROVAL CITY APPROVAL RVWO BY: __J_I.R R:\0J'.'7\&Enq\Precise ~roding\Models & Phase 1 \03270G05.dwr1[ 7070]Sep-14-2004: I 5 13 W J NO 1751-12.3 102804 0 =E (i) 01 0 :: .s::.. 0 0,. I ...... 0:, f'LANNING ENGINEERING SURVfYING HUNSAKER & ASSOC/A TES ~/1N 01,r;o, INC 10179 Huennekens Street San Diego, Ca 9!12"1 Pl 1(858)558-45[10 · D::m'.,8)558.-1414 < 0 >- / \ I io.a l' ' I PHASE 2 LOTS 13-17 2 !_y(J_~ R~MARTIN - R.C.E. NO. 48670 EXP. 6/30/06 I rJ -r ·7 F' -~ '-0 OPr='N SPACE _1z.jf/4'( DATE 7 oz' J~j;-47 I i T \ I I I a !" m (J; ' _,_ \:D - -- - I 7 _j I ----- I T I I ----+-------- -- --,-- I J,~1 - I DATE " INITIAL ll'ATl INITIAL I OTHER APPROVAL CITY APPROVAL ' \ / ~ 50 "AS BUILT" DATF RCE ~---EXP. ____ _ REVIEWED BY: INSPECTOR DATE VI.Cl NO 1751--123 0- 0 -.... c.,., Pl.ANNINL ENCl\lEFRIN(; SURVfYINC HUNSAKER & ASSOCIATES ~,~"j CiECO. INC 1017Y Huennekens Street San Diego, Ca YZ121 Pl iil:l.ltl)Y>tl-4')(10-fX(6.J8b'J8-1C:14 ./ r-, -r ,C:Q -I _,/..,I • j LOT -45 LO) 52 ,_ ' I . \ r ,( ' " -t~ I I ' . ) ~ 4 ~ ~if ff I -\'_::~I-=---..... _, \ h--------- 6' I 7 5' I r•·( 7/i .:....., u j' Lo, 53 5• 7 TG • Z.-~· -- 6 1. 1 1' 4' -- oo· g ' I I ' ·- LOT /2 LrJT 65 iii. 12· -, C, " " / ,. I r.' 1--) 1 ~ -1 ' ; R~500' I I 12,00 .l _I~ vl~ en I "'I;.: ' I 7"ii \ ' . I D _, I I 71 I JI -\_,., -u I':°. '" I . I -,: \ '" 18 21 .l I 46 66' 2-52,8 FL , s' I-'--'='- -5 "' "' I ,-r rr• ___ , ,__,I O O 65.84' 25J.1 o:J /---·-R_p - "'' Cs9') P~2!J.3. JC FFc2b405 \ 2;12.z.,\ FL 1 \ i i I ('1 ]" ""7 ~L>' :0 83.22' 7 .252.5 I HP k ..-----l \ _ 2!J2.,2_ L._....LL__j I FL cf'a;-' 2.'.d.351 SEE SHEETS 30. 7' ---SIGHT QISTANC~ CORRIDOR 0 20 LC) 60 -SCAl_l 1"·,'.1 "AS BUILT" DATE RCE ____ EXP. REVIEWED BY: PHASE 2 LOTS 58-68 INSPECTOR DATE ENGINEER OF WORK ~~~ k~~----'-/'".l,_/g"--1/4~"'---'--f-1 "-1;;.,rEotl ~N~T~L RAY ND L. ~ARTIN 1 'DATE -~--+-~--+~--+-~~-----1] sH7EETl,c_1_TY--=O=F=CARLSBAD ~ ENGINEERING DEPARTMENT . 11 Sf<EETS ' 13 . . ------- PflcC/SE Cf/AO/Nc, & E,905'0N CCNTRC:i "I /.I-IS I Of/: LA COSTA CrREENS _J NEIGHRC)RHOOD 1.09 PHASE 2 LOTS Lll 7 & oS 6S -... . . - -. -r APPROVED I I OYO HUGEJS QY -·-···-. . . . 1 &:' ·1 ----+-------l------+----+----1 ~tf:'~ __ ExP.12/IiJ/f°!~ _ r· OWN BY PROJECT NO. --··· 1 rDRAWING NJ DATE INITIAL DATE ITIAL I ( HKD BY ENGINEER OF WOR •1\ Aov P!1ASE$'l. ·~---''-----------+------¥)1"'~ ~ REVISION DESCRIPTION OTHER APLP-"-Ro::cv:_:_A:.:.L+--=c,:_:_TY:.=-AP-'--P_::_Ro::cv_::_•:.:.L--1 L~vw□ BY CT 02-22/PlJDO2-11 (B) 406-78 R.C.E. NO. 48670 EXP. 6/30/06 ~-----------'-------'------------___._ ____ .1..-___ ...1-_______________ ____J w. 0 1\'f) 1 751 -· 123 "'-I 0 -.... ~ 0 :E (i) .a::i,. 0 0,. I --.J txJ ' I) T L ... J PlANf\;INC ENCINEERINC SURVfYINC s HUNSAKER & ASSOCIATES OA'i DIECO. INC. 10179 Hue1717ekens Street S,m Diego, Ca 92121 PH(83H)558·45UlJ· ~X(!l~8b58•14-14 Lor 7B DPEJ\J SP Ac;:; ,------,-"'---~.A 29{0 5 / ·1 . ' /' - s 17+00 w / I - lo ..: "' "'C: "'' ' 38.00' 5.5' C, ..: CJ .,_ "' P-253.60 FF0-254.35 G0.00' (0 0, ..:1t2 ~ ' ' I "l2 ~ 1.00% LARIMAR A VENUE a1 ~fr s LOT 88 OPEN I I I I I I I I I (0 ! I I I ~le: "' " "' ..: CJ ~[2 "'-"' "' " ~ "'f2 ~~ ~ "' I ',..._] 16+00 <]59..:> l-'~254.20 FF-2!:J495' \ 254.0 I -HP I ;D OJ I I \ . 22.15' 1.0--r ss " ~~ _, -C) ci I:) \ 6'0.00' \ I \ I \ @ I ~lf:i' I "' "' 'CJ ~f2 "' ~- ' "' "' I ~b 75+00 "'' "' ~t ~[2 I "' I . (Q) -. c:o' "-· ,00 0.9 ">' -ilf2 ~ 1.00)!{ "' ... .,.i (0 ~jf:i' "' "' ., ~~ r·<._ _ 2/jfj.2 _ HP/ .,I "' ~ CJ "'J "'if:i' ~[2 ~[2 I.C)-.C I") ~ "'' I ~ f:i' I l (Q) J"i.o \ 254.8 • C) HP ci "· _., OJ C) ·---75.4-7' !"OJ 72 i ' 6.5'-....... ' I j j -6.2' --1 j I I I -✓ ·-. --7 , I ' '--''-'·--....!..--/I 254,7 • P-=255.30 FF=256.05 L?_Bj GFB-1 255.75 I FL _____.--SIGHT Oi'STANCE CORRIDOR ___ 2%~-l 25dr-Jl ---._ w SEE SIIEET 9 PHASE 3 LOTS 18-25 & 69-71 " . A, ~~ ""Ir " NO, 48670 XP. 6/30/06 ENGINEER OF WORK _A/ ~ :z,;,(kJ:__ RAYiloND L, MARTIN R.C.E. NO. 48670 EXP. 6/30/06 1'-'/ r,ll>~'f __ , °'L?o o4 R.LM ' DATE DATE INITIAL E.NGINEER OF WOR / / LOT . .?.B D 2() I I I I ) 4(i SC.AJF )()' "AS BUILT" I (' __ ..., f') ;:::_ ,_) ) DO 60 DATE I :RC~E:--====_:E:_:X:::_P:_. _:::--::-::._::· ____ I--------~-----1 REVIEWED BY: INSPECTOR . ------- DATE SHEETS] 1 13 PR[C/S[ G,RADING & £ROS/ON C0NT,C/C/ f'LMI/S eOR: I LA COSTA C,REF1',IS NEIGHBORHOO;) 1.09 PHASE 3 TOTS 18 25 & 69 71 r APPROVED LLOYD HUBBS 0)'_ - ---1-------1----+----+-~~-..... a ~81~E~R~ EXP.U]JL/~APt-!TE_ t,:e>D PI-IAS~S _ _.,2.~-__,1 _________ -1------I DWN BY: _ PROJECT NO. DRAWING NO. REVISION DESCRIPTION -o-=-;Hcc•:c:::_A_PLP-=- 1 :"' 1:-=-1 :=~-+-__:C::.;IT::.:Y:.._A--1P__cPR"-O-"V::.CAL=--i I~~~ :~: lcT 02-22/PLD 02-11 (B) 406-713 W.O NO 17:,1 -12J 00 0 -.... (_.) C =E (i) ~ 0 0- 1 ...... 0:, l'I ANI\INC. ~NCINftRINC 5URVrYINC LDT ?5 HUNSAKER & ASSOCIATES i.~N 0 I.CO, INC llrl/9 Huennekens Street San Diego, Ca 'JllLI PHU!58)55B-4.500 · rx(tNJ)'..ijU-1414 37.50' 2: 1 SLOP£ I 5/. 6Q, I I I I I I I I I I 33 73-f-Oo / l.OQ% I I LOT ":/ ~If "I I LOT BB c:,/ <o' ~12 .._:~ f,/1 ;{JI I I I \ N . C>/ ii;~ "ii ' 12: I 4' /-' I JI I -~:i.2.9 Fl ' ' ' T I • \/ I N '-" ... I I r'' -r ' ,_/ ' .r; ~I OJ R=400' "-,,------··i 'o/ ;;·t; 1 a <o '" C:,/ ....:r~ 1/)i ..,, "''"' ''1:: -.:~ "'' ">/ ;{JI . "' i I • \ • ' I ' ' \ ' ' \ • • I • I _i I 6' I GFR-253.45' P~25.J.00 FF=?53. 75 ~ 10)' '-'2-s2J...2-1 /A 7I ~_!i_m 252-4 FL I I •r ,· 252.5 ' ~· _r-,_1---,--~--· ·_ J ' -~ Q; .! 252.8 HP I • I (' ·r· c• 1-·: , ,) Ou PHASE 4 LOTS 26-30 & 72-75 7~ 1 I 6. ' I J ' ~ I I (L-r--_ - I ' I 'N-,' 'J i' I l. 1.l '\ _J 46.98' / \ I ,>. . At '.J...'.:i--if,>. NO. 48670 EXP. 6/30/06 ENGINEER OF WORK I _J I ' I rn N ';O 0 ~ 0 60 "AS BUILT" RC[ ___ _ EXP. DATE REVIEWED BY: INSPECTOR DATE l------+-----1-------------------t---+----t-------1: S9ET I CITY OF CARLSBAD ENGINEERING DFPART~FW SHEETS 13 - ------------------+-----t---------- PR[C/S[ GRAD/NC & EROSION CON/ Pr!! P1 AlvS FO,'<: LA COSTA GREFNS NEIGHBORH{)(1D I .IJlJ PHASE 4 LOTS, 26 10 & 7) -;, APPROVED LLOYU HU/313S,dT ';J; ~c~ . .. 1 l.!do.5__ CITY -ENGINE RCE $l89 --EXP. I/ /JI /:/f~ • DATE J LJ,~ 1 ,_h/41 ._q=·Lw.::--:_=:04_-:-:.::-r-.c;:;LM.::-;:;=::=:t;;.-1?-_P-,,,-u-A:-se---cs=--z.c----=----------i---+----+---.---c---+-----1 '-'D"-w'--'N---=-BY'",:=~:====--~ ·--P~-~~~cr No --:'It DATE 11',jlTIAL DATE. INITIAL CHKD BY: DRAW,NG NO. 406-78 RA · MARTIN DATE --~ REVISION DESCRIPTION RVWD BY, CT 02-22/PlJIJ ll2-l 1(1l) , j~'.:__'~/.~/:_~ ______ J..:'~"::'.'~':_:·E~-R_:::'.F_:::_~L--~:_:::_::::::_::__:::_: ____ Lo~r~HE~R:_.:AP:P:R::_ov~A~LJ_~c~1r:v_:A~P:P~Ro~v~A:_L~====~~=~-------_:_:'...'.,_ ____ ...:...J l__R_-~-E. NO. 4867~ EXP. 6 30 06 "• N.O NO 1751 123 '<) 0 -- PIAN'\JINC CNCINHRINC ~URVr'r'INC \ HUNSAKER & ASSOC/A TES 'l/lN IJlll,O 'IL 10l?tl Huennekens Street San Diego, Ca q2171 Pfl(H58)'i'itJ.4500· ~X(B58)558-1414 I (" -1· _,,._.,) Lor 2£3 (0 ~ "i, p:_ I I~ I ~/" ~ ~/ti: N ' "',~ l \ 10.0% (0 I (()i ;ills! ",I 22+00 I fi@l um 2$f,-2/1 /'-II G//_"""7 287 65 ~,I 2-ft6Jj_ TG I 284 . .J IE,\ ' ' -.l.§...?o' I I I I I I I ,,. ' IC),i' I '.{!if:: ">11:J "'I <ti f:: <ti "I" "'' ~/ ~~ "' ti: "'' ' I / ® I 29_1.0! --HP 57.60' 2_1/_FLQ' 6 ,--3-,.,5------, '----'-=---_/ p.,-J9 1 JO rr~291_95 (fc~ ' IGf Be-. \ 291.as ' i -,,~ '-"\!'> I"' :?J+o:; R=JOO' 1 LAPIS ROAD w s PHASE 5 LOTS 31-36 ~ofESS10 ·~ ;,~ ,sO L . ,i; < ~~o '-1,,p~ ~~ ,-.\:1, (/J ~ .,,. - -0::: Z)z: ~ NO. 48670 :;: "; 1/'.XP. 6/30/06 ;' ~/VI ;r,'~ CALI" ENGINEER OF WORK R~ ) ,Yt'~ ----~ OND L. MARTIN R.C .E. NO. 48670 EXP. 6/30/06 / l.-/el/0 1/ , DATE I l I ' I \ I "'~ ~! ~, "'IE '-I ?4+00 I ----- L ---- Lq/3o/D4 1<.LM I I[\ DATE INITIAL ENGINEER OF WOR PROJECT I \-1 o 6'\-"-1 H I ---------- ADD PUASES z_-7 -.J' l. 7 288.2\IG _ :,i)J5.91 IE ' ---- -' -- ---------' --------- ---- INF!Al I ____ DAI_~ REVISION DESCRIPTION -------------- OlHER APPROVAL ',,_ t,.s_ - 'LATE ~~TIAL ----- CITY APPROVAL ~ ~ \_ 0 20 ,:'..() 68 S:Al f I" 2D "AS BUILT" DATE RCE EXP. --- REVIEWED BY: INSPECTOR DATE u[]~ -CITY OF CARLSBAD CTrJ ENGINEERl~G DEPARTM[~T ____ 3 --·-- P.9fC/Sf G.'lADING & UWSIQN :,'ONT fl(\/ I lj ,'11VS I JR: ' I I LA COSTA CiREF.NS ' ' NEIGHBORHOOD 1.09 -~ PHASE 5 LOTS Jl 40 - APPROVED LLOYD 1/UBUS d r . .. ~ ~ . u;;:, e.•",,,,f ...... ·· t, ,~ ,S c1n ENGINEE~E z ~-rxr.: 2/.11/r.)1 -~ DATE ----I OWN BY: PROJECT NO ! DRAWING NO. CHKD BY: CT 02-22/Pl/D 02 I l(BJI 406-7B RVWO BY: _______ ,, ---- - I Yt'.O NO 1751-123 .... 0 0 -.... (,,.) C, ~ (i) ~ 0 0- 1 -..J OJ HUNSAKER ,1 & ASSOC/A TES SAk Dll'.;Q, INC Pl./1NN!NC. 1017'1 Huenf'lf'krm Str<'N ENCINfERIN(; San Diego, Ca q;121 SURVfYINC PH(858)558A500 FX(B58)558-141d %(\$~ ------.. / 26Q.9 / HP ___ _ ;k "'1 79+00 I N ,_ E- µJ ~ ::r:: r/J ffi r/J Lor 1.·J PHASE 5 LOTS 37 40 - . t't' Q ~1' ~ ,.__, ,At "' ~ ---z._ - 8~48~~ - ~ XP. 6/30/06 -b • ~~ ~ -- -f,-c JV\ &-_-+-' Dr' CA.l \~ ----- - ENGINEER OF WORK --I -- ··7 i . -,,..gJ~)i. J___ - ;z./e/o'i_ -a,JwLl){J RL.M Ii'\ A12D A..IASES 'i-1; OND L. MARTIN ------- -----------'1..-1 DATE DATE INITIAL C.E. NO. 48670 EXP. 6/30/06 "GINEER OF WOR~ REVISION DESCRIPTION -------·- 0 20 60 SCALE 1 "cc JO' "AS BUILT" - DATE RCE EXP. REVIEWED BY: INSPECTOR DATE UL CITY OF CARLSBAD 1 SHEETS ' --' I i 13 ENGINEERING DEPARTMENT I _,, ____ -------- -PR.~C/Sf GRADING & EROSi'Of\i C()NiF?Oi' /J/_AN_< .. ; /"CJR. LA COSTA GREENS _. --NEIGHBC)RHOOl) l.09 PHASE 5 [ OTS ,, 111 APPROVED - ------LLOYD HUBBS8f' . , ,z -tf •l•-s I .a d's r _J&'1, -• .., ... ~-ilf;-" 1CITY ENGINE _ RCE v:= 9_~ --EXP, 1_2 _,5J/i;., ' DATE 1/t,~ -------OWN ------------- IOATE INITIAL 1"' A!l I ITIAL BY: PROJECT NO. NO. I -CHKD BY: nRAWING OTHER APPROVAL CITY APPROVAL RYWD BY: CT 02-??/PUO 02-1 l(B)i 406-7B ·-----I ,V /J N() 7 751 --1? 3 PIANNINC ENCINEtRIN(; SURVFYlNC LCT 51 \ HUNSAKER \ -Zt[p:, \,' ~ r 1 2~-1 ,;~i~. ' zii ._t Tl '.::.\, :211g . .J ,_..,@' \' \ '? \. \ (;l, •\ \ ,.'o/ , -5 l2 ,,. ·• · ..,_. \ J_,,J,.;;.,.rii?' Y)~~1. .... - Vl. tr\ tr\ & ASSOCIATES 101n Huennekens Street San l)irgn, Ca 92121 PHi)l'i8)'ViR'450G-FX(856)558·'14·14 12.85' C, 0 I I IJ)T 53 67 49' 2. 215 ·Hr I I I ..., U1 er, I \ \ I -\" ·-,. 0, 0 0 I 65 95' 2: 7 SLO,P[ / SlGHT /JISTANCE CORRtO'JR lFN_ FIRE RATED 1378' ' I ~ 0 a a \ ' I f l -2-JB ___ .~2. "FL ' I \ I I \ LOT 54 1 i 1.2 t ' ---- PHASE 6 LOTS 41-48 j_ OT 76 12,00· ~c . ..; " NO. 48670 XP. 6/30/ 8EE SHEET 9 LEUCITE PLACE "& ..., ;~ ~lu 0, "~ ''ff. -..<>: 1a+oo"' Jff. '· I -------- . $; "-- "-~~ 1-1 "' ..., " "' I . C) "' 0, ~!fl LCT L!O ! ' 28 40 60 ~ \ SCAl_[-1" >:C' "AS BUILT" DATE RCE ___ EXP. REVIEWED BY: INSPECTOR JATE ~ -CiTY-OF CARLSBAD ------------------+----t---t--,-----i 1 ]2 I . ENGINEERl~G DEPARTMfNI s;3rs I PRLClSE GRACiNG & t:.RUS/ON CON I I-{()/. Pi AN.S f-()F~: LA COSTA GREE'IS NEIGHBORtIOOiJ 1.09 PHASE 6 LOTS 47 48 •==------1---+.i.====t============================t====~t=.:.=~====+===~ APPROVED LLOYD HU. BBS d'r__ ... ---···· -·•·· . ·_ • /_ /:~ I ENGI NEER of woRK iA 4 ,, ... &~ J,,efff$,'o.'.f._ · 7 , 1/1<¥12.,2__ I CITY [NGINEEi?' RC[ ce !l..~·-· EXP .12, .il/ '.!'., 1 DA_H_ /4 1 ;~J1S'daf.llli" PROJECT NO DRAWING NO. I &I ./l . .I ., /g '-''1 "-L2'2 Q KktL I Al.iD'l2D'.Pt11-il!,A<,:S~Ec:::\o~..f<-c::-:_,_ _______ -jl----L:-D:;;A~r.':.E;-_-..1t_._~t,_,:;:CC;;-'::":...1...crf:cAA"'1rE'---'-ilii-'11~TTIIA_L-; g::o ";~----l(I' 406 7B P'(' , ft~--, DATE INITIAL . CT 02-22/PU!) 112 I ,) . R MARTIN DATE REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RYWO BY, R.C.E. NO. 46670 EXP. 6/30/06 ENGINEcR OF WOR v'V {) NU 1151---12J ..... ..... c,., 0 :E: (i) .a::. 0 °" I ..... 0:, f":ANNl\ll; f~CIN[l:RINC SURWYINC HUNSAKER & ASSOC/A TES S A r. lJ I I I, D, I N C 1017Y Hue,mekem SL,ee1 San Jiego, Ca Y2~21 PH(8J8).558-4500· ~X(858)558·1414 is.so· / HP 60.00· LOT 7ci I 39.46' -_4,!_J.6 HP -·- ?_2_~)_ TG 221.7 /£~\ L _ I 1 I ' -©-,.. I I ) Lo-r 0.2 LOT 1- 62,01' 221_,7 I NP / --- 2s,00 I I I I 54 88' \ ~ i1h_2- I'- ' ' ' ' ' "'' ~'Ir:, "-I/ I I I ""/ ,;; /{> -1 "-1 I 21_1,_5 _ / HP I \ 51' 1-r 217.1 " ' ' -1 "'' -1~ "<! FL -, I 211.6 FS 26+oo I ----/ I r 212.2 i[ ·--FL -L __ - 68,60' 212,5 / NP I --__,._ Lo-r L!f! \ 6.1 '1--y UQ~ --21/r_ I.~ \ I P=212.70 FF=2i545 I GFB 212,35 (0 211,7 ,---Fl.·-·- PHASE 7 LOTS 5 & 49-53 @ / .-" -" ' \ \ \ \ I I 82.90' ,--- 20 D 40 60 SCAc_ "AS BUILT" DATE RCE ___ EXP. REVIEWED BY: ----------- INSPECTOR DATE ---1-----1----------/----/---+-----t--------l C[] 0-----+ ----- -I. -------1----•~ ·· ·1w· CITY OF C.ARLSBAD SHEETS ENGINEERING DEPARTMFNT 13 . .. .. - - l------+----1--------------------+--------11---+---___. ~-----c--=---c---c----=c~------f'l-if..CISf.. GRAD/NCJ & [ROS/ON CCJN'l,C!I !-'/ AN'< i OR: LA COSTA GRFFNS NEIGHBORHO()D 1.09 PHASE 7 LOTS , & 4') ·"·1 ---·---------- ENGINEER or WORK ~----+-----+-' --------------j---------jr--i-------J ;=====-c-----:::-;::c-... ----------APPROVED LLO;'D HUBBS (1 Y ~----+----------------t--------t------i--__ -_--i_,_ A 1' «< a::-A~~ . ·;··.-. J/J'P,/.125 -) / , ,\.., r' L ~. ,,..,1~ ,Le.A- RAYMOND L. MARTIN R.C.E. NO. 48670 EXP. 6/30/06 --CITY ENGINEER l«'.E 23887-EXP.12 .51/0:,• • DATE 9j!0/04 RLIVI /1\ ADD P/.lASES 2.."7 DAlE INITIAL ENGINEER OF WOR~ REVISION DESCRIPTION · tfi1c-1. ~~ OWN BY, ____ _ _g,~,A".:T E:__,,I N_,_,IT'..'.I Ac,L'-+---"'-'-'T"-E _L=C:A'=L-J C H K D AY : c.BVWD BY: OTHER APPROVAL CITY APPROVAL -----I PROJECT NO. i CT 02-22/Pl'D 02-11 (H)I DRAWING NO. 406-7B R:\Dj'J7\&[r,q\=~'ecise (_;rc,c~·-1q\P'1ose -/\03/7PG1 3.cwol C'.',ov j{J -~o(·,4-1 ;--;q Vv'.U NO 7/51---12-3 .... u) g_ .... u)