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HomeMy WebLinkAboutDWG 446-6B; CT 05-16; VILLAGES OF LA COSTA THE OAKS N NEIGH 3.4/3.5; 01-11GRADING NOTES (IN AOO/T/ON TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL COO£) 1. THIS PLAN SUPERSEOES ALL OTHER PLANS PRE:VIOUSLY APPROVED BY THE CITY OF CARLSBAD REGAf/0/NG GRADING SHOWN ON THIS' SET OF PLANS. 2. APPROVAL OF THIS PLAN OOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHE:R AODITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL RE:VISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS OOES NOT RELIEVE' THE DE:VELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS 0/SCOVERED OUR/NG CONSTRUCTION. ALL PLAN RE:VIS/ONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQU/REO FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS AOO!TIONAL INSURED ENOORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN AOD/T/ONAL INSURED ON THE PERM/TTEE'S POLICY IN THE MINIMUM AMOUNT OF 11,000,000.00 FOR EACH OCCURRANCE OF LIABIUTY. THE INSJ)RANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF ~-• OR BETTER AND A SIZE CATEGORY OF CLASS V OR BffiER AS ESTABLISHED BY 'BESTS" KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UNIFORM BUILDING COO£, .'?ETAINING 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 OOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO 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 ANO THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING S/-IALL BE RE:VISEO TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES S/-IALL 8£ MAINTAINED TO THE PROJECT SITE AT ALL TIMES OUR/NG CONSTRUCTION. 12. WHERe TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SU!!UARY SHEET, (R) LABORATORY WORK SHEETS AND (C) COMPACTION CUhVi;S, S/-IALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRll'CIPALLY 00/NG BUSINESS IN THE FIELD OF APPLIED SOILS MfCHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING /NSPEC70R WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A 00tLS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGAf?DING ADHERENCE TO RECOMMENDATIONS OUTLINED ''I THE SOILS REPORT rs REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING S/-IALL BE OONE UNOER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY 00/NG BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL DR FUP JRE FILL AREAS SI-IALL BE CONSTRUCTED IN ACCORDANCE Wtn-1 THE CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO THE • EARTHWOF:.~ SPECIFICATIONS • ATTACHED TO THE -PRELIMINARY SOILS INVESTIGA7ION. DAILY FIELD COMPACT/ON REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. Aft%CJ!tffTRUCT/£~ VE<JiNG 5IJ1;LL BE HEL~ ~~ THE S[E PRfi,R ~ ~ BEG/ _ _ OF __ R"ND J,LL 8£ A fN D BY ALL Rf,_RES_TAL_S RESPQNSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OIHEffl ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCT!ON MEET/f'!G BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST (5) WORKING ll4YS PRIOR "' STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROV/OED BY THE P,?OJECT INSPECTOR AT THE MEETING. 15. ALL INSP[C[ION REQUESTS OTHER THAN FOR ?RECONSTRUCTION MEETING WILL BE _ ~CA= •"1r.fN••"'N" 4 -, OUR /NSPfilQN •,. ,,,,, " ~ -s ~ R• ""ES M•" u• u• crMD.. uu,oo TQ 2:0n P.,. TH ll4Y NS 1-~ ~f Efl INSPECTIONS WILL 8£ MAOE THE: Nf;XT WORK ll4Y UNLESS YOU REQUEST OTHERWISE. REQUESTS MAOE AFTER 2:00 P.M. WILL BE SCHEOULEO FOR TWO FULL WORK OAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE OEl/f'LOPER AND/OR CONTRACTOR SHALL. DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 0£:VICES, INCLUDING SHORIN6, N 1D SHALL BE SOLE~Y RESPONSIBLE FOR CONFORMING TO ALL LOCAL, ~!ATE AND FfOERAL SAFETY AND HEALTH STANDAROS, LAWS ANO REGULATIONS. 17. THE CONTRACTOR S/-IALL CONFORM TO LABOR COOE SECTION 6705 BY SUBMITTING A OETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING T/1E DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE 1-/AZARD OF CAVING GROUND OUR/NG THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION TH[Rf/N. THIS PLAN MUST BE PREPARED FOR ALL TR£NCHES FIVE FEET (5') OR MOR~ tN OEPTH AND APPROVED BY THE CITY ENGINEER ANO/OR CONCERNEO AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM .STANDARDS ESTABLISHED BY THE CONSTRUCTION $AFE1Y OROEl?S, TID,£ 8 CALIFORNIA AQMINl~,;/ATIV£ CODE, THE PLAN SI-IALL B£ PR£PN<fQ BY A REGISTERfD ENGIN(ER AT THE CONTRACTORS EXP(NSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTEO TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLAS1/NG S/-IALL BE PERFORMED UNTIL A VALIO BLASTING PERMIT /-/AS BEEN OBTAINED FROM THE CITY OF CARLSBAO. SUBMIT APPLICATION FOR BLASTING · PERMIT WELL IN AOVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISGOVERfD WITHIN ANY WORK AREA DURING CONSTRUCOON, OPERATIONS WILL CEASE (MMEDIATEL Y. ANO THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTiL THE PERMITTEE /-/AS RECEIVED W,'?ITTEN AUTHORITY FROM THE CITY ENGINfER TO 00 SO. 20. ALL OPERATIONS CONOl.)!:TED ON THE SITE OR ADJACENT THERETO, INCLUDING WARM1NG UP, REPAIR, ARRNAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOCIATED GRADING EQUIPMENT S/-IALL BE LIMITED TO THE PERIOD BETWfEN 7:00 A.M. ANO SUNSET EACH ll4Y, M0Nll4Y THRU FRIOAY ANO NO EARTHMOVING OR GRADING OPERAtlONS SHALL BE CONOUCTEO ON WEEKENDS OR HOLIOA YS. (A LIST OF CITY NOLlll4YS IS AVAILABLE AT THE ENGINEERING OEPARTMENT COUNTER.) 21. ALL OFF -SITE HAUL ROU[[S SHALL Bf SUBMIUEQ BY THE CONTRACTOR TO THE CIT( ENGINEER FOR APPROVAL 1WO 11/LL WORKING OAYS PRIOR TO BEGINNING OF J!QBK. 22. IMPORT MATERIAL SHALL BE OBTAINEO FROM, ANO WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH£ CONTRACTOR SHALL . BE ff$PONSIBL E FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROyTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRAOEO. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTEO ON THE PLAN. 24. ALL AREAS SHALL 8£ GRAOEO TO DRAIN. GRAOING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES ANO OITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL S/-IALL BE AS SHOWN ANO AS APPROVED BY TH€ CITY ENGINEER OR AS 0/RECTEO BY THE PROJECT INSPECTOR. 26. ALL SLOPES S/-IALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO OROER~Y CQNOITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND D/SPOSfO OF AT A SITE APPROVEO OF BY THE CITY ENGINEER. 27. ALL SLOPES fiHALL BE IRRIGATED, STABILIZEO, PLANTEO ANO/OR HYOROSEEDEO WITHIN TEN~10) ll4YS OF THE TIME WHEN I!J{;fJ SLOP£ IS BROUGHT TO GRAOE AS SHOWN N THE APPROVEO GRAO/NG PLANS. 28. LANOSCAP/NG SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PAOS AS REQUIRED BY THE Cl OF CARLSBAD LANDSCAPE MANUAL, THE LANOSCAPING PLANS FOR THIS PROJECT, ORAW/NG NO. 446-6L, AND/OR AS 0/RECTED BY THE CITY ENG/NEf:R OR PLANNING DIRECTOR. I I 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRAOING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIREO FOR THIS WORK IN ACCORU4NCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. STORM ORAIN PIPE SHALL BE REINFORCEO CONCRETE PIPE WITH A MINIMUM 0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDEO OEPTIJ IS LESS THAN 15 FEET AND BACKFILLEO WITH 3/4" ROCK PER SDRSO S-4 TYPE "C" ANO PIPE MEETS ASn.l STANDARD 3034 FOR SOR 35 SOLIO WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRAO/NG OPERATION, IT S/-IALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO 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 EXISTING FACILITIES (ABOVE GROUND ANO UNDER GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE RE:V/S/ON OF THE GRADING PLANS IF IT IS FOUNO THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSEO WORK. JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING OAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO $/-/ALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUNO SERVICE ALERT (800)422-4133 SOG&E (800)660-7343 PACIFIC BELL -SBC COMMUNICATIONS (800)892-0123 ADELPHIA COMMUNICATIONS {760)438-7741 CITY OF CARLSBAD (STREETS & STORM DRAIN) (760)434-2980 VALLECITOS WATER 0/STR!CT (SEWER & WATER) (760)744-0460 CITY OF CARLSBAO (RECLAIMED WATER) (760)438-2722 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8/ CARLSBAO MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRAOING PERMIT THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10/ CARLSBAO MUNICIPAL COOE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANO IRRIGATION ARE INSTALLEO IN CONFORMANCE WITH CITY COOE ANO THE APPROVEO PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING O[PARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENOED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSNE QUALITY OF THE SOIL, ANO SUMMARIES OF FIELD ANO LABO RA TORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRAOING WAS OONE IN ACCOROANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIREO 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 RESUBMITTEO FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIREO FOR ANY SUCH RECHECK. 36. THE SOILS REPORT TITLED 'VILLAGES OF LA COSTA, THE OAKS NORTH, NEIGHBORHOOD 3.4 AND 3.5 LOTS 1 THROUGH 83, CARLSBAD, CALIFORNIA PREPARED BY GEOCON JAN. 05, 2010 AND ADDENDUM LETTER DATED JULY 29, 2010, 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. 37. IN ACCORDANCE WITH THE CITY SUSMP, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. LEGAL DESCRIPTION LA COSTA OAKS NORTH NEIGHBORHOOD 3.4/3.5 (CT 05-16} PRECISE GRADING VILLAGES OF LA COSTA-THE OAKS NORTH NEIGHBORHOOD 3.4/3.5 WORK TO BE DONE THE PRECISE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUT.S AND FILLS. REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND Pl.ANTING OF PERMANENT LANDSCAPING ANO PREPARATION OF AS-BUILT GRADING PLANS, 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. N. T.S. SOILS ENGINEER'S CERTIFICATE I, SHAWN WEEDON, A REGISTERED CIVIL & GEOTECHNICAL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY OPINE THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY GEOCON OR UNDER THE DIRECTION OF GEOCON BETWEEN THE OATES OF JANUARY 1990 AND SEPTEMBER 2007 AS SHOWN IN REPORT 'VILLAGES OF LA COSTA, THE OAKS NORTH, NEIGHBORHOOD 3.4/3.5" DATED JANUARY 05, 2010 ANO GEOCON LETTER DATED JULY 29 2010. 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 REVIEWEO THESE PRECISE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS !NCLUOED IN THE SOILS RE,"ORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE PR£,ACISE GRADING PLANS AND SPECIFICATIONS. r)I I ,,"<'15&~~ 1. ...----: {-z_ J-, /µ:,/;;;, l~ \I.;,~~ ~'fw'Jo.WSEfr~N EXP. DATE: 06-30-11 DATE ~~g; :,::,~~ \s~~l;~~:1l~," "DECLARATION OF RESPONSIBLE CHARGE" ''"'~~.'.,>'· I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS 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 SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME. AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HUNSAKER & ASSOCIATES ADDRESS: 9707 WAPLES STREET CITY. ST.: SAN DIEGO CA BY: TELEP E: (858) 558-4500~------ ,0<'."' ~,,. DATE:_&,,_/.'-'/$'~/,~/~/) __ _ F ' ONO L. MARTIN 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. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. 3. THIS SET OF PLANS. 4. CONDITIONS FOR PUD 05-13(A}: PLANNING COMMISSION RESOLUTION NO. 6726 DATED OCTOBER 20, 2010, AND CITY COUNCIL RESOLUTION NO. 2010-260 DATED NOVEMBER 30, 2010. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}. 6. SOILS REPORT AND RECOMMENDATIONS BY GEOCON INC. DATED JANUARY 5, 2010 AND UPDATE LETTER DATED JULY 29, 2010. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. B. CALIFORNIA COASTAL DEVELOPMENT COMMISION PERMIT: NOT APPLICABLE 9. FINAL PROGRAM EIR 98-07 AND THE MITIGATION MONITORING AND REPORTING PROGRAM. 10. SWPPP PREPARED BY PULTE HOMES DATED JUNE 24, 2010 WDID NO. 9 37C358906 I 1. SWMP 070040 PREPARED BY HUNSAKER & ASSOCIATES DATED JANUARY 10, 2008 AND ADENDUM LETTER DATED NOVEMBER 03, 2010 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. DESCRIPTION PROJECT BOUNDARY LEGEND STD, DWG, SYMBOL ------ BACKWATER VALVE/SPLIT SYSTEM REQUIRED IBFI PAD=137.60 FF=138.35 PAD ELEVATION FINISHED FLOOR ELEVATION GARAGE FLOOR ELEVATION DROPPED GARAGE DEEPENEO FOOTINGS WATER LATERAL SEWER LATERAL PLAN NUMBER (R-REVERSE} ELEVATION AND COLOR SCHEME LOT NUMBER FIRE SPRINKLERS REQUIRED EXISTING RETAINING WALL RETAINING WALL STREET NAME SIGN FIRE HYDRANT STREET LIGHT WATER MAIN SEWER MAIN STORM DRAIN EASEMENT 3• PVC SOR 35 AREA DRAIN 6" NOS SPEE-0 DRAIN (OR EQUAL} GFF=137.80 IA (EC5) CID (FA) (Pf"R DWG 420-6A} -===---==- QUANTllY LOTS I THROUGH 83 OF THE CITY OF CARLSBAD TRACT CT. 05-16, VILLAGES OF LA COSTA -LA COSTA OAKS NORTH -NEIGHBORHOOD 3.4/3.5, IN. THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, P.£. NO.: RCE 48670 EXP7ATION DATE: 6/30/12 SOURCE OF TOPOGRAPHY SIDEWALK UNDERDRAIN (SDRSO 0-27} W/3" PVC SOR 35 CLEANOUT 30" X 30" A/C PAD 181 0----i' ~ ACCORDING TO MAP THEREOF NO. 15597 FILED IN TH[ OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY ON AUGUST 22, 2007 AS FILE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERIAL SURVEY BY SAN-LO AERIAL SURVEYS (1-30-97} AND ROUGH GRADING PER OWG. 429-7A & 446-6A TOPOGRAPHY SHOWN HEREON COMFORMS TO NATIONAL MAP ACCURACY STANDARDS. FIBER ROLLS (SEE DETAIL ON SHEET 2) NOTE: NO. 2007-0560437. APPLICANT /OWNER PULTE HOMES, INC. 27101 PEURTA REAL, SUITE 300 MISSION VIEJO, CA 92691 (949} 330-86DO LEGEND OF ABBREVIATIONS TC TOP OF CURB GB GRADE BREAK BC BEGIN CURVE EC ENO CURVE HP HIGH POINT LP LOW POINT FL FLOW LINE IMP IMPROVEMENT C.I. CURB INLET C.O. CLEANOUT RCP REINFORCED CONCRETE PIPE REFERENCE DRAWINGS CITY OF CARLSBAD DRAWING NO. 429-7 CITY OF CARLSBAD DRAWING NO. 429-7A CITY OF CARLSBAD DRAWING NO. 446-6 CITY OF CARLSBAD DRAWING NO. 446-6A SHEET INDEX NOTES ANO LEGEND PRECISE GRADING SHEET 1-2 SHEET 3-11 C.8. EVC BVC FG ST RT LT FS N.T.S. TW TF CATCH BASIN END VERTICAL CURVE BEGIN VERTICAL CURVE FINISHED GRADE STREET RIGHT LEFT FINISHED SURFACE NOT TO SCALE TOP OF WALL TOP OF FOOTING IMPROVEMENTS PER OWG NO 446-6 AND 429-7 ENGINEER OF OWNER'S CERTIFICATE RCE NO 48670 EXP. 6/30/12 WORK _a/1.f ll2__ DATE I HEREBY CERTIFY THAT A REG!STEREl) SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. BENCH MARK SIGNATURE DAVID HUTCHINS EARTHWORK QUANTITIES* CUT: FILL: EXPORT: 4,150 -CY 0 -CY 4,150 -CY * QUANTITIES SHOWN ARE FOR BONDING ONLY AND ARE NOT TO BE USED FOR BIDDING, BUDGETS OR OTHER PURPOSES. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBERS 223-850-01 THROUGH 223-850-39, 223-851-01 THROUGH 223-851-2~ AND 223-841-01 THROUGH 223-841-17. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 1978 E 6268 IMPORTANT NOTICE 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 1.0. NUMBER CALL UNDERGROUND SERVICE ALEP-AT: TOLL FR££ 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG IZ-ts-10 DATE BASIS OF BEARINGS HUNSAKER & ASSDCIA TES SAN Dl[GO, INC PLANNING 9 707 Waple5 Sheet [NGIN(ERING San Diego, Co 92121 SURVEYING PH(658)558-4500 FX(858)558-1414 f/44Nff./Nfl DEPARTMENT APPROVAL -~-~--~----DATE:/ /7 /J/J (SIGNED) DON NEU, PLANNING DIRECTOR OESCRIPrtON: srD. STREET SURVEY MON/,'M[NT LOCATION: STA. 288+89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERrtCAL CONrROL ELEVArtON: 311.41 NGVO 1929 "AS BUILT" DATE ,~ n2. m I Rc[ ____ EXP. ___ _ )J,,,y 1HIJ-.,----DATE: / 7/ I/ 1-R-EV-IE_W_ED-BY.-.----------- (SIGNED) RFX:OMMENDED BY: S; kl\~ ~t= I'-,,"' (PRINT NAIIE) INSPECTOR DATE l----+--+------------+---------1--+-----f~I SHl[[T I CITY OF CARLSBAD ~ THE BASIS OF BEARINGS FOR THIS ENGINEERING DEPARTMENT L_!!_J SURVEY IS THE CALIFORNIA COORDINATE SYSTEM -1983, ZONE VI, PRECISE GRADING PLANS FOR: 1991.35 EPOCH, NORTH AMERICAN 1-----+--l----------------lf----+----+--l--~ VILLAGES OF LA COSTA DATUM OF 1983 (NA083}, GRID THE OAKS NORTH BEARINGS BETWEEN STATION 147 AND STATION 152 AS SAID COORDINATES I----+---+--------------+----+---+---+-~ PU{} 05-JJ(A) NEIGfIBORfIOOD 3.4/3.5 ARE PUBLISHED IN THE CITY OF i IA~ CARLSBAD SURVEY CONTROL NETWORK APPROVED~ • .., l. . ESTABLISHED BY RECORD OF SURVEY ~--1 /II /ti MAP NO. 17271, FILED IN THE OFFICE IV// RlM ~ Ji'€rt.ACeS M,..._,. 7-1/ok./~. <'/~Ne'/l@,?'/"-1-,,-----1----1-lj't",',1 /..Vf' GLEN VANPESKI RCE: 41204 EXP: 03n111r DATE~ __ OF rHE SAN DIEGO COUNTY RECORD"'R • .l,_·:.,l4c._•:_:l/'--+.!:.,t4-"'----+_...,_A.:_:f1_:,:~.:,V_:'IJ:....:_~.Y~f:...,fc_::.5...:,cf:...,Gcc_ _______ --1----lf-----+'.3CLJ.!/-'-'Tl-+'('"'"'CCV-'--f'I ~-----~I -------------·-" '" 0-DWN BY: ---c---PROJECT NO. I DRAWING NO. ON FEBRUARY 8, 2002. iE: N DATE INITIAL DATE INITIAL OAT£ INITIAL CHKO BY: ,__,,_ 04·55'39• w ENGINEER oF woR1 REVISION DESCRIPTION omER APPROVAL c,rr APPROVAL Rvwo BY: '""1 L_ __ c_T_o_5_-1_6 __ _J 446-68 R, \05 72\ ~Eng\ Pr eclse Gr ocllng \ 05 7 2PG01 .clwg[ l Dec-14-201 D,l 1 AO W.O. No. 2821-7 • 031611 --------, ------I PL B EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK rs REQUIRED, CONTACT DAVID HUTCHINS AT (Q4-9) 279 94-09 I I I KEY MAP SCALE: 1 "=200' ,- SHEET 11~ ~®ili@~o-'7"'..._(i ........ :::,_ kSHEET -~ GD ® ~ 10 -----_, _, B !{:,ir J ~~ 1:C NOTE: RUNOFF FROM IMPERVIOUS AREAS (E.G. ROOF, UNCOVERED SLABS) SHALL, TO THE MAXIMUM EXTENT PRACTICABLE, BE DIRECTED THROUGH ADJACENT LANDSCAPED AREAS PRIOR TO REACHING AREA DRAINS. -- --PROJECT BOUNDARY LOT LINES z© 0 MODELS ~ ® SHEET 3 ~ 8 "@-.. _,-..1 0 ® \ p r-----.J £ C~) /:,a r----...11 I q "5i" I 0 ;::: ..., __ ,.., I ® SET BACKS ----< PER PLAN I ( 0 MIN. . MIN~ 11 ~:,; ~~ I ~ BLDG SET BACKS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT 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. 1k ® LOT NO. ]l SHEET NO. E;:; r---J ® ,hSHEET 9 A I A C I--+-p~ PLAN D D NOTE: DEEPENED FOOTING DEPTH ON THIS DETAIL IS DIAGRAMMATIC; $£.£. PLAN FOR ACTUAL DEPTHS AND LOCATIONS 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVE:D 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 PREV£NT PUBLIC TRfSPASS ONTO AR£AS WHERE IMPOUND£D WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED P£R THE APPROV£D GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJ£CT P£R/METER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 200 SHEET 11 . .'-.C"'-- 0 200 400 800 SCALE 1"~200' /SHEET 4 , I ,I , ~, ' ' I , , JttEET 7 --; , , I I I I 9. ALL R£MOVABLE PROT£CTIVE DEVIC£S SHOWN SHALL B£ IN PLAC£ AT TH£ £ND OF EACH WORKING DAY WHEN TH£ FIVE: (5) DAY RAIN PROBABILITY FORECAST EXC£EDS FORTY PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL B£ R£MOVED AFTER EACH RAINFALL. PROJECT BOUNDARY B 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGR£GRAT£. I 35 34 3J 32 ~1 JO 21 2 :s CORTE PANORAMA 28 ~7 2! 2S 24 23 22 21 ~ 19 19 17 ,' /A____PROJECT BOUNDARY 1& 1S Ci4 I I SHEET 6 , 11. SHOULD G£RMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE: £FFECTIVE COVfRAGE OF GRADED SLOPES (90% COV£RAGE) PRIOR TO NOV£MBER 15, THE SLOPES SHALL B£ STABILIZED BY PUNCH STRAW fNSTALL£D IN ACCORDANCE WITH S£CT/ON 35.023 OF THE EROSION AND S£DIM£NT CONTROL HANDBOOK OF THE DEPARTMENT OF CONS£R\IATION, STATE OF CALIFORNIA. I ~----------------------------' TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQU/R£D IN SECTION 212 OF TH£ STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED FJ:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPfS 4 FEET OR MOR£ IN HEIGHT. 2. AREAS GRADED FLATTER THAN fJ:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST.· a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN FJO DAYS 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 4R£AS SHALL 8£ IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGl-'T FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVE:NTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CfTY ENGINEER, PRIOR TO HYDROSEEDfNG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY £NG/NEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF Ti'" ':LEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGAnON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. Hl'IJROSEEDING MIY SHALL CONSIST OF ALL OF TH£ FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LfSS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF £ SCHOOL CIA CALIFDRNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW} f. 1 /2 lb. PER ACRE OF DIMORPHOLECA g. /!EMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDRDS£.£D£D IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE /NOCULATEO WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROS££D/NG. OF THE CONTRACTOR. SHEET 5 ,. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD ANO AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY 8£. 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 8£ SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY M£CHANICALL Y 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 8£ PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO 8£ PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN Fi: 1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT 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. GENERAL NOTES 1. SEE TRACT MAP AND EASEMENT Pl.A TS FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION. 2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798. 3. FRONT, REAR AND SIDE YARD DIMENSIONS SHOWN :i:. ARE APPROXIMATE. 4. SETBACKS ARE MEASURES TO THE NEAREST VERTICAL PROJECTION. 5. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE. Fi. SE£ ENGINEER'S PLANS FOR LOCATION OF UTILITIES. 7. NO DRIVEWAYS SHALL EXCEED 10% GRADE WITHOUT A 4' VERTICAL CURVE AT GARAGE/ ENTRY WALK AND RIGHT OF WAY. (SEE DETAIL RIGHT) 8. PROVIDE GRADING DEPARTMENT CLEARANCE BEFORE FOUNDATION INSPECTION. 9. ALL FILL TO 8£ APPROVED COMPACTED FILL. 10. LOTS SHALL 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. 13. FRONT WALK PER LANDSCAPE PLANS. 14. ALL DRIVEWAYS SHALL BE CONSTRUCTED PER SDRSD No. G-14A. 15. GARAGE FLOOR ELEVATION IS AT DOOR (2" FALL FROM REAR) AND EQUALS GROUND ELEVATION AT HOUSE LINE UNLESS OTHERWISE SHOWN. 15. DURING HOUSE LAYOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON PLOT PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNER AND CONTRACTOR FOR RESOLUTION. 17. WALLS ANO FENCES ARE NOT PART OF THIS PERMIT. SEE LANDSCAPE PLANS. 18. ALL PVC DRAIN LINES SHALL 8£ 3" SOLID WALL SOR 35 (UNLESS OTHERWISE NOTED), SCHEDULE 80, 1 % MIN SLOPE 19. ALL DRAINAGE INLETS CONSTRUCTED ON BUILDING PADS SHALL 8£ NOS 6" SPEE-D BASIN OR EQUAL. ALL DRAINAGE INLETS CONSTRUCTED WITHIN THE PUBLIC RIGHT OF WAY SHALL BE BROOKS D12424-24" SQUARE CONCRETE CATCH BASIN WITH METAL GRATE DR EQLIAL. 20. ALL LOT DRAINAGE SWALES ARE TO 8£ A MINIMUM OF 1.0 % SLOPE. 21. ELEVATIONS ON THIS PLAN SHOWN AS "51.00" ARE TRUNCATED IN TH£ ONE HUNDREDS PLACE BY 500.00 AS APPLICABLE. 1£. 51.00 = 551.00 22. SETBACKS FOR THIS PROJECT ARE AS FOLLOWS: FRONT YARDS = 15 FEET REAR YARDS = 15 FEET SIDE YARDS = 5/7.5 FEET 23. THE SOILS REPORT PREPARED BY G£0CON INCORPORATED DATED .:55~ UT t. SHALL BE CONSIDERED AS A PART OF THIS PRECISE GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. 24. FOR ROUGH GRADING PLANS AND SPECIF/CATONS SEE CITY OF CARLSBAD DWG. NO. 446---1;,t 25. STREIT, CURB, &: PAD £.LEVA TIONS ARE PER EXIST. PLANS &: SHOULD BE VERIFIED IN THE FIELD. IF ACTUAL ELEVATIONS VARY FROM THOS£. SHOWN, NOTIFY THE ENGINEER OF WORK AT (858) 558-4500. 25. FOOTPRINTS ARE BASED UPON ARCHITECTURAL PLANS DATED OFJ/18/10. 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 VWD. 30. BACKWATER PROTECTION IS REQUIRED FOR ORA/NAG£. PIPING SERVING FIXTURES LOCATED 8£.LOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. CONTRACTOR SHALL INSTALL BACKWATER VALVE(S) AND OR DUAL WASTE SYSTEMS AS MAY BE REQUIRED BY TH£ BUILDING OFFICIAL. FUEL MODIFICATION NOTES: ZONE A-1: NO MOUNDING IN THIS AREA (TOP OF SLOPE 0. 5' MIN ABOVE SWALE & NOT TO EXCEED FINISH PAD ELEV.) PLACE FIBER ---NOTE: SURFACE WATER TO DRAIN AWAY ROLLS DURING GRADING OPERAT/O,'..'.N=.S_....1.,~~---i.+,-111..;.....1-...,j,,L.-FROM THE BUILDING. PL CURE/---'"" NOTE: WALKWAYS ARE FOR REFERENCE ONLY AND NOT TO BE CONSTRUCTED NOTE: SIDE SLOPE RA TIO VARIES PER THIS PRECISE GRADING PLAN 4' AND UNDER ARE 1.5: 1 & OVER 4' ARE 2:1. PLAN VIEW N.T.5. PL 5' MIN 1' MIN. 3' MIN• 8" MIN. • 5' TYPICAL UNLESS OTHERWISE NOTED DEEPENED FOOTING WHEN REQ'D (SEE DETAIL BELOW) SECTION 8-8 N.T.5. ... ·• .... . . . • • ► • :. . • 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 12· EXISTING GROUND SURFACE 5' MIN .J' MIN• 1' MIN B" MIN. BLDG PAD ELEY. ~~ 2,:MI• 21% MAX· ELEV. MUST BE EOUAL TO BLDG. PAD ELEY. OR HIGHER PL MUDS/LL H IN FEET L IN FEET o·-s· - s·-20' 2.5' 20'-40' -~' OVER -W' 10' SLOPE ROUNDING DETAIL (DOES NOT APPLY TO SIDE SLOPES BETWEEN RESIDENTIAL UNITS) DEEPENED FOOTING WHEN REQ'D (5££ DETAIL BELOW) • 5' TYPICAL UNLESS OTHERWISE NOTED SECTION C-C N.T.5. TYPICAL LOT EROSION CONTROL DETAIL . SIGHT DfSTANC£ TRIANGLE (2.5' MAX. HEIGHT OF ANY OBJECTS, V£G£TATION, SLOPE & AS MEASUR£0 FROM ROAD SURFACE) N,T,S, 2• MIN 4• MAX 12' MIN' DRIVEWAY APPF/0,l,CH ~ ffi Q. I I::: r.:, 3/4" L -r- PLAN VIEW N.T.S. FOUNDATION ~--1 % MAX D.F. SECTION D-D N.T.5. 2. 0' MINIMUM FOOTING DEPTH L(oR P£R ARCHITECTURAL DRAWINGS) TYPICAL DEEP FOOTING DETAIL N.T.S. "'@, # OF RISERS "< °' ~ 6 • = HEIGHT OF EACH RISER °' :50 Oz n.2 ffi Oo 00> ~~ Q. "'12 "' FF-PER PLAN Q.:.e ffi "'°' I tu I " ... i~ ~ "' r.:,O ii: ' .. .. • . .... . . · .... W' ..._..,,._,I . . ' .:"' •:. . -~ .. ~ . ., . . A' • ''• .. .:,· .. . •. ' . . ' •• '• r· .. ~ . DROPPED GARAGE DE i,,· .. ~ -TAIL N.T.S. r 4' TRANSITION r·~~ 2" -J" ABOVE STRAIGHT GRADE: 2"-3" BELOW tm:HT=• GARAGE 5lA8 OR ENTRY WALK 14% /JAX _ STRAIGHT GRAD£ FROM BACK OF ------DRMWAY APPROACH TO GARAGE 5lAB OR ENTRY WALK. NOTE: 1) THE MAXIMUM DRMWAY SLOPE. MEASURED ON THE LOWER OR STEEPER SIDE OF THE DRIVEWAY. SHALL BE T 4:C. SLOPES EXCEEDING 14:C SHALL REOU/R< SPECIFIC APPROVAL SY TH£. CITY ENGINEER. 2) WHEN THE MAXIMUM DRIVEWAY SLOPES EXCEEDS TO:C, INCORPORATE TRANSITIONS AS SHOWN ABOVE. THIS "ROLL• IN THE DRIVEWAY 15 INTENDED TO HELP AVOID BOTTOMING BY LONGER VEHICLES AND TO MAKE THE DRIVEWAY MORE PLEASING V/SUALL Y. DRIVEWAY TRANSITIONS FOR DRIVEWAY EXCEEDING 10% SLOPE FIBER ROLL 8" MIN WOOD STAKE 3/4"x3/4" MAX 4' SPACING N.T.S. ENGINEER OF WORK -&~ /~/4 o ' ~:a 4867U EXP. 5/30/12 o'fff" R OND L. il'ATI ~ BENCH :tv1ARK DESCRIPTION: STD. STREET SURVEY MONUMENT LOCATION: STA. 288+89 EC ON CENTERLINE OF EL CAMINO REAL R<CORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL ELEVATION, 31 T.41 NGVD 1929 "AS BUILT" TYPICAL CORNER LOT SIGHT DISTANCE SETBACK N.T.5. FIBER ROLL !?CE ___ _ EXP. ___ _ N.T.S. REVIEWED BY: INSPECTOR DATE E. HYDROSEEDED AREAS SHALL B£ MAINTAINED TO PROV/0£ A VIGOROUS GROWTH UNTIL TH£ PROJECT IS PERMAN£NTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSE£DING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJ£CT rs COMPLET£D AND ALL BONDS RELEASED. •PLANTED WITH GROUNDCOV£R OR LOW GROWING SHRUBs SPECIES (LESS THAN 3 FEET IN H£/GHT) KNOWN TO HAVE FIRE RETARDANT QUALITIES. SH[ET 2 CITY OF CARLSB_A.D I SHEETS I ENGINFFRING OEPARTMFNT 11 HUNSAKER & ASSOCIATES ~'LAt, ·,IIr-i.: r·:7 v1,:ir'e5 ::;1,ec E'JG:\J[E~1r<• ·)or ['·ego, Cc 9.2·:::1 SJ8 'vI .,-r I -, ,,_ -, 8'-C )5 58-4-50(, Ix'. E. SB \<::·53-141 J. •NO TREES OR SHRUBS ALLOW£0. •ANY RESIDENTIAL STRUCTURES OR PORTIONS OF THE STRUCTURE INCLUDED BUT NOT LIMITED TO DECKS/PATIOS/BALCONffS SHALL BE FIR£ RATED AND MADE OF IGNITION RESISTANT CONSTRUCTION. •!RR/GA TED. ZONE A-2: •PLANTED WITH LOW WATER US£ NATURALIZING PLANT SPECIES KNOWN TO HAVE LOW FU£L CHARACTERISTICS. •NO TREES ALLOWED. •!RR/GA TED. ZONE A-3: •PLANTED WITH LOW WATER USE NATURALIZING PLANT SPECIES KNOWN TO HAV£ LOW FU£L CHARACTERISTICS. •TREES ARE ALLOWED BUT SHALL B£ NOT PLANTED CLOSER THAN 20 FEET APART. •IRRfGA TED. PRE:C1S£ GRADING PLANS FDR: VILLAGES OF LA COSTA THE OAKS NORTH 1-----l----+---------------1----1----1-~----1 PUD 05-IJ A NEIGHBORHOOD 3.4/3.5 DA TE lNITlAL ENGINEER OF WOR RE'✓/S/ON DESCRIPTION APPROVE~ _J.,,., L .Ju'. A Yh,_ ~ ' /II /i I GLEN 'IANPES!a RCt: 4120'-EXP: OJ 37 i. DATE OWN BY: 0Ai£ /NiTiAL DATE lNITIAL CHKD RY---=a,,r- OTHER APPROVAL CITY APPROVAL l..'.R'..".Vll(!!'0"."8.'..:Y.-=-'===.J PROJECT NO. er 05-16 DRAWING NO. 446-6B R:\0572\&Eng\Prec;se Grod;ng\0572PG02.dwg[)Dec-14-2010: 16:58 W.O. No 2821-7 } HUNSAKER l & ASSOCIATES S A N D I E G 0. I ~ C PLANNING 9701 Waples Street ENGINEERING Son Diego, Co 92121 SURVfYING P"(858)558-4-500 FX(858)558-1414 / / LOT 48 -,0< .. ~ ' ? \ \ \ , ( , \ / I ( LOT 49 (MODELS, LOT 44 -46) LOT 50 NOTE: RUNOFF FROM IMPERVIOUS AREAS (E.G. ROOF. UNCOVERED SLABS) SHALL. TO THE MAXIMUM EXTENT PRACTICABLE, BE DIRECTED THROUGH ADJACENT LANDSC4PED AREAS. ------ , , , , 0 LOT 43 LOT 51 20 40 60 ~---- SCALE 1 '= 20' BACKWATER VAL VE TABLE J.Qij REQUIRED 44 ..................................... Y[S 45 ................................. Y[S 46 .................................... Y[S FOR EXISTING IMPROVEMENTS SEE DWG NOS. 429-7 & 446-6 ENGINEER OF WORK ---~µ /c/4& ND L. MAR IN DA TE 0 48670 EXP. 6/30/12 BENCH MARK DESCRIPTION: STD. STREET SURVEY MONUMENT LOCATION: STA. 288+89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL ELEVATION: 311.41 NGVD 1929 "AS BUILT" DAT[ RC£ ____ EXP ___ _ t------------------ REVIEWED BY: INSPECTOR DATE t------+--+-------------J-----+--+--l-----l I SH3EET I CITY OF CARLSBAD I SH[ETS I [NG/NEERING DEPARTMENT 11 l·/8·1/ P7 DATE /NlnAL ENGINEER OF WOR, REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: VILLAGES OF LA COST A THE OAKS NORTH PUD 05-13/A) NEIGI-IBORIIOOD 3.4/3.5 APPROVED /ff · .,/..., ~-a ~ ~~ ~• I /II /1 I GLEN VAN PESKI RC£: 41.2M EXP: 03/31 /11 DATE OWN BY: __ "J CHKD BY,--~/ RVWD BY: -~ PROJECT NO. CT05-16 DRAWING NO. 446-6B Re\ 05 7 2\&Eng \Precise Gr o cling\ 05 7 2PG03.clwg[J Dec-16-201°'13•30 W.O. No. 2821-7 LOT 27 34.5 FL 34.70 L GFB=35.77 H~B.7' CID I I PLAN JC PAD~535.6 FF=536.27 (FR) 35.71 L 35. I 7 L . ·------- \ \ ~ ~ ::j ~ ~ ~ I ! I . , I : I I ' ' • ' ' ' I .. ~ 32,48' -;1 .. .. .. 8.6 -.Jf,4 .. ,. !1 ---- GFF=36.04 34.9 L 35.20 L GFB.=36.27 • 00· PLAN 4A ~-; PAD=536, 7 FF=536,77 (FR) 3 67 L 35,57 Fl 59.06' ---,---~r-1--- ,,_-- \ . CJD PIAN 4CR PAD=536.4 FF=537.07 r--d (FR) J ,5J s -,/. -'O \ _PROJECT BOUNDARY ---~,ir,--....... ' 52, 6' ,__ _______ ---,---n~ Cl> 536.7 ,.. / HP OD PIAN JAR PAD=536.9 FF=5J7.57 (FR) s .4 FL 6.2 ,00 I ( l j j j ,-...... 1--1 37.00 L 537,J / HP CJD PLAN 2CR, PAD=5J7.5 FF=5313.17 ··--..... 4• ' j : in; I : i I (FR) (8 36· GF8=37.67 L j .. ' . j : j s.'57.$ /_iiP.. 37.5 L 37.47 CJD L PIAN 41, PAD=538.0 FF=538.67 (FR) ' GFB=38.17 7. 6 FL J. L = j: ,~~.d_. 6.49 ·. ~~il..4;"i!J' 2 \ \ 1; s "' - ~ \ ~4' ' •: j r j ~I \ -.8' :o -.Jfl \ / / / \ I I I ! I : I I ' I ' I l;: ~· ~ . " ... ' 35.64 L GFB=36.77 CJD PIAN IC PAD=536.6 FF=537.27 36.D6 (FR) 36.09 L L / .5 I i I I '4' I I , . 36.1 L 36.6 L OD PIAN 2A PAD=537. I FF~5J7.77 (FR) 36, 8 L t 1 36 9 L GFf3=37.77 '<.ID PLAN 48 PAD=537.6 FF=538.27 (FR) 37.11 FL 37.08 L I l l l I 1 I 7.08 FL 3 .61 FL C1D PLAN 3A PAD~5J8, 1 FF=538.77 (FR) 37,62 FL -------~ ...... __________________ -.... --·.::; __ . -·· ________ _...::.:;.·_-__ ··_;; 52.10' _:::....::.....--.--::.---·----~------ t \ I . 1----ti-o' I l----+-' ,-30''--+ JO' C, 0 "! "' 00 s 4' \ C, + ~ -"' ~ 0 \' '' i I / 49 I I J .66 L 37.59 FL 37 79 FL GFB= 8.77 av I I I 'I 'i \' \ I I I \ PLAN 2B PAD=5JB.6 ff=5J9.27 (FR) 8 08 JB. IL FL ,L -------------------------------------------------------------------------------- -------- ----------- 11 J ~,IS.AK LI\ & A.SSCJC~I .A TES ~ 1\ N I) I F r, 0, I N f. P_ANNING 9/2/ Waples S:reet F\(";INEERING San illeoo, r,o 9?1 ?1 SURVC:VING PH(858)558-4500 FX(858)558-1414 --------------------------- HOA OPEN SPACE .. LOI 85. ---- LOTS 20-26 & 36-39 ------- ------- ------ --7 I I I NOTE:: RUNOFF FROM 1/ilPcRV/OUS AR&.5 (£G. ROOF, UNCOVERED SLABS) SHALL, TO THE WJ</lilU/il EXTENT PRACTICIBLE, BF D/Rff:TE:D THROUGH ADJACENT LANDSCAPED AR&.s. LOT 1 LOT 19 0 20 40 60 ----- SCALE 1'=20' BACKWATER VALVE TABLE J.Q1J REQUIRED 20 ....................................... NO 21 ....................................... NO 22 ....................................... NO 23 ....................................... NO 24 ....................................... NO 25 ....................................... NO 26 ....................................... NO 36 ...................................... NO 37 ...................................... ND 38 ....................................... NO 39 ....................................... NO FOR EXISTING IMPROVEMENTS SEE DWG NOS. 429-7 & 446-6 ENGINEER OF WO K EXP. 6/30/72 BENCH MARK DESCRIPTION: LOCA.TION: STD. STREET SURY<'f /ilONUlilEfi/T STA. 288+89 EC ON CENTERW,IE OF EL CA/ii/NO REAL RECORO FRO/ii: SAN DIEGO COUNTY VERTICAL CONTROL ELEVATION: 37 r.41 NGVD 79?9 "AS BUILT" f?C[ ____ EXP. DATt REVIEWED BY: INSPECTOR DATE t-------t--t-----------+--+-~--+-~isiml CITY OF CARLSBAD I SHEETS I L_1__J ENGINEERING DEPARTMENT 11 DAT£ INITIAL ENGINEER OF IKJR REVISION DESCRIPTION 0A TE INITIAL OTHER APPROVAL CITY APPROVAL PRECISE GRADING PLANS FOR: VILLAGES OF LA COSTA THE OAKS NORTH NEIGHBORHOOD 3.4/3.5 DRAWING NO. 446-6B R,\0572\&Eng \Precise Gr~oling \05 7 2PG04.olw g[JDec-16-201M 3•32 W.O. No. 2821-7 s I I / I I • I \ e!'J ---~--- I I ',/ PROJoCT BOUNDARY /----!--·-----+------- ~ / I / ~! " .• ' QD PU,N 3'\ PA0=530.8 FF=531.47 (FR) Sl.6~• ' D- \ 16+00 0 / \ I / :/ I _. I it -~•-•·:-_·.-·_";_ I -... ,.__ "' -,-.: C, - 34 PI.M 2B PAD-531.3 FF•531.97 (FR) --"'!¥-L--J ----·/···-···-· 5~~, -- - -:":..::.:.. :..·:. ·::.=..:::. '";.. ~~-- I --------- I.OIi I SITJO BAHIA I I I I I \ I \ ""--+----r-r---~----------.......-- 1 ~~ ~ ~~=-~-~---· _···_--_____,-._--------1 ---------_ --_-.--· _____ :_::-__ --::__-=--=--_-=-_-=-_-----_-=--=----t=-*-=--::__=_=_=_ ~~~=-=_=_=~~=-=--~=---=-=-=-~~= _= _= __ -~-_-::__=-_-=---==--=----~-~=~~--~-=--------=~~=~~==-= --=~~=-=_= _=_ =~~~~-=--~--------_--_------ s ----~I \ r I \ e!I -..J/.1 !I - GFB-31.97 QD PU,N 4B PAD•531.8 FF=532.47 ___,,,_..,..L..J (FR) -··--_/ s I I . I 17+00 CORTE PANORAJIA. I / QD PU.N JC PAD=53!l.4 FF=533.07 (FR) . I I ! I . ! . ' : I J: \ ~ ) ' (I) ' (I) ,o -' -' _____ __,· ---------Sl.62' ----- ~I QD f'LN,/ '" PAD•532.9 FF=5JJ_57 (FR). L \ ll. I I } ' ' ' ' _., • I 18+00 0 s I I ~1 " / / \ "' ,.._ ,.; - ~ ...... · ~ ,;; .: : . . .... ---. ' L 6-7' --- QQ:) PUIN 2C PAD=S33.4 FF=534_Q7 (FR) ___ ,.._ • T> 0 7 L -----· -- __ /' !. ! ,-~~;"!-• +. ~-· ~-Lj,.,;. ~ --- s \ 1 : 1 i I s / / I I ~I 1 i I ~""-- \ el - av PLAN 4A PAD=533.8 FF=534.47 (FR) ----"':!,,fL.j----J -CID PLAN 18 PA0-5.J+.4 FF=535.D7 (FR) ··-··_4'· ... -' • I ' 5L62' 51.62' ------ •••-~• •••---•-s-~ .. ,.-•-••--::~ ,1._• /-:i,----------- , ·~· ;_, L CJD PU.N 28 PAD=534.9 FF=535.57 (FR) --"14~~ L 5\.f, ' I ---------------- 2 LOT 26 BACKWATER VAL VE TABLE J.QI/ REQUIRED 27-_____ ._ ··-············-·-________ ._ ... NO 28 ..... _ .............. ----····· .. ····-···NO 29. __ . ___ ... ·-.. _ .. _. ··-.... -· ....... -·,.NO JQ ______ .................... ·---·-· ...... NO 31 ....................................... NO J2 ________ . ______________ . __ . _ ---·-. ___ .. NO JJ ________ . ___ . ______ . ___ . __ . ______ . ___ .. NO J4 _____ . __ . ___ . ______ . ___ . __ . ______ . ____ .NO 35_ ____ . __ .. __ . __ -·--. ___ . __ . ______ . ____ .NO FOR EXISTING !MPROVEl.tENr5 SEE DWG NOS. -f29-7 <le 446-6 ENGINEER OF WORK ----------~===-----=~~------------------------------------------------- ------ FlJ£L WXJIFlcATION Z0NCS -------------------0 ---2D_ 4D 5/30/12 BENCH MARK 60 OES...A#-,IOrl: sro. SIHtEI ~ -- I I L------- HU~, S.Af< ER & /l,SSOCl/1,TES S A N D I E G 0, I ~J C. Pl ANN NG 9707 Waples Street ENGINEElilNG San Diegc-, Ca 92121 SUR,[YING PH(858)558-4·500 FX(858)5~P-1414 PROJECT __--80UNDARY --...1------- HOA OPEN SPACE LOT 85 ----------_--------- -------·-------------------~------------SCALE 1'=20' ---- ---------------- LOOl7l'DIII: STA. 2N+tlf1 £C ON C£NTUftJN£ OF CL CIJftNO ffEAL. ~ FROM: SAN OICOO COUNTY -l£R004L CONTROL El..nM11tW: JI 1.41 NGVD t•a ------·--------------------------------------------~--------- --------------------- LOTS27-35 "AS BUILT" -------DATE ·---------.---------_------------------ ~£ ___ _ EXP, ___ _ /I/OT£: RUNOFF FROM IMPCRVKJUS ARE,CS ~.G. ROOF, UNCCN£R£D SLABS) SHAU. ro THE: l,W(MfJII DfT£NT PIIMC7IOUIU; BC Dtll£C7£D THROUGH AAVtCD<T I.ANDSCAP£D AR£AS. tNSP£CroR DATE 1--------+--+----------+----l--~~---1-----1 ~ CITY OF CARLSBAD I sH=s J L_Q__J . £NG/NEERING O£PARTMVIT 11. £14,Z-INITIAL ENG/NffR OF REVISION DESCRIPTION PREC/S£ GRADING PLANS FOR: VILLAGES OF LA COSTA THE OAKS NORTH PUD 05-1 A NEIGHBORHOOD 3. /3.5 APPROVED GLEN VAN 1111 Ro\0572\Ltng\Pr-pcis• Gr-aallng\0572PGDS.dwg[l~c-16-2010•l3•33 PROJECT NO. Cf 05-16 DRAWING NO. 446--6B W.O. No. 2821-7 PLANNING ENGINEERING SURVEYING I HUNSAKER /;/ ' I I I I & ASSOCIATES SAN DIEGO, I N C. 9707 Waples Street San Diego, Ca 92121 PH(858)558-4500 · FX(858)558-1414 ' I \ I \ ' . \ ; I \ i I \ I ! \ I I \ I ,' \ ' I \~, r \ (), I \o!·;, r \ I I \ ' I \ ; I \\ __ r / \ ' ' \ ,.. r \ ' ,/ \ ' ' \\ I r ' ' \\ ' ' I I \ ' ' \ I : ,' I / \ I I ' I I I I I I I / A 7 A,10 .,_ F',c-, S, '1,? "'S" vg 'l; l I LOTS 1~19 LA COSTA OAKS NEIGH 3.3 NORTH CT 05-15 ' . . ·::___-L____ / gr--:----- --·--------'i(r··__:._--.:__ ---~;--~::_-=--=-,------~ -:::::;·.--0,, ·. . '· ,, I I I 91 ' GI I I I .9' I ,J ,' ---~-- I I I . I I Jr?-l's/ . (~ "i GFF:40.74 39.68 FL 39.88 FL GFB=40.97 6 7' CID PLAN 4AR PAD=5408 FF=41 47 4027 (FR) FL 40.31 FL ~ HP ·---. . ____ '.------- s NOTE: 39.15 FL . ----/ / .. / I / I RUNOFF FROM IMPERVIOUS AREAS {E.G. ROOF, UNCOVERED SLABS) SHALL, TO THE MAXIMUM EXTENT PRACTICABLE, BE DIRECTED THROUGH ADJACENT LANDSCAPED AREAS. 538. l HP __ , . -----.. -==,11 ==-::: ,_,~c;...-G_FB~®J --\ I ( ' ' \ \ \ I ' . I I .\ C\) ' "' ' a, ' ,. .. / s s -==-'"t-,J,12-f--_ \ \ \ I \ \ I I ' ' I I I I I I I INDICATES ABUTTER'$, RIQHTS Of ACCESS RELINQUISHED PER MAP NO. 1559 7, -· I ' ' BACKWATER VAL VE TABLE lQJJ REQUIRED 1. .YES 2. .. ........ NO 3.. . ....... NO 4.. .. ........... NO 5.... . ... NO 6 ....................................... NO 7 ...................................... YES 8.............. .. ............ YES 9 ...................................... YES 10..................... .. ..... NO 11......... .. ..... NO 12........... .. ..... NO 13 ....................................... NO 14.............. .. ... NO 15............. ...NO 16................ .. .. NO 17.............. .. ..... NO 18..... .NO 19.......... .. ... NO FOR EXISTING IMPROVEMENTS SEE DWG NOS. 429-7 & 446-6 ' / /) .--------------------, ENG!l'1EER OF WORK ' 2 ._/~~ ~L. MARTIN u,J,. DATE / RCE NO 48670 EXP 6/30/12 ,/, BENCH MARK DESCRIPTION: LOCATION: STD. STREIT SURVEY MONUMENT STA. 288+89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL ELEVATION: 311.41 NGVD 1929 "AS BUILT" EXP. DATE REVIEWED BY: INSPECTOR DATE 1------------+-------+------------f------+--+--l---<I ~6ITT1.c_I_T_Y_o_F_c_A_R_L_S_B_A_D~ls1rs1 _ LAND DEVELOPMENT ENGINEERING PRECISE GRADING PLANS FOR: VILLAGES OF LA COSTA THE OAKS NORTll NEIGHBORHOOD 3.4/3.Sruo 05-13A AP~' a __ L. ..,/) • / . GLEN VAN P[SKI ' . ~ .r.L~ -t/f:J/1/ SE !OR CIVIL ENGINEER PE: 41204 EXP: 03/31/11 DATE l---.---c-=---c-c-f-=-:-t-.,.--:-----:c=,.---:--..:-c--:--::---:c------t----t---i--:----,----,c:-t~=-------i ~~-=----=-=~-=-=-=-=-=-----=-=~~ ";;:.-=-=-=-=-=-=-=~~~-=-=-=-=-=.=,;'-;====--~ t.-~&-l I.A DTLE-rgl) lu.1,, w-rs ,, 7·'1 6VP DWN BY:-~..-,,---PROJECT NO. DRAWING NO. DATE INITIAL REVISION DESCRIPTION DATE INITIAL DATE INITIAL CHKD BY: ?:C CT 05-16 446·6B ENGINEER OF WOR OTHER APPROVAL CITY APPROVAL RVWD BY:~ R, \ D5 72\& Eng \Precise Gr o cling\ ns 7 2PG06.ciwg[ ]Fe b-01 -2D!M 4,4 7 W.0. No. 2821-7 I I I PLANNING ENGINEERING SURV£YING 0 20 40 60 ----~ SCALE 1'=20' HUNSAKER & ASSOCIATES SAN DIEGO, INC 9707 Waples Street San Diego, Ca 92121 PH(858)SS8·4S00· FX(858)558-1414 LOT 71 • LA COSTA OAKS NEIGH 3.3 NORTH CT 05-15 PROJECT BOUNDARY 562• • I If! !iJ / I I i • ' I I I I ' ' g/ ,· I i / ' \ / /" I /, I I , I , I : I,' I' / ' 4 .;• I .,,i;. -". ·. -. t1 ,,., . I ~ 1,?J. LOT 80 ' ' I ' I I I I -~ I I I ;--2· • I ,,.f ; I I • I C I /1 I I/ I ere~ IS.07 IJ.97 Fl IJ.77 Fi .. . 3· I I I I I 7 I ---·' I -~--+"---' ¢ ' ~ -~ I 1 -· I I ' --¥~--.. _ --i ',, , -. ·--. -'I·--===70:i-; ~ ~~---.::.=-=f;~--"'-_' ----/:~~f~ -----,, ------------"j1_ -----t - ;,,, I \ 5,'2 ~~l/,:{,-,~~rl-- ,I." // 1 . I FL rr~cc:_,,!.!.B~, 6, 6 7 / 0 / 5 "' I ~ I I /: 16. /8 ts.a4 !\~ ----c:i..JJ1'j=-Fl-!J~• •' \ ;:-:-~ - \ '-.. 4.39 FL CID PLAN 4BR PAD~514.9 FF~515.57 (FR) 14.4 FL 514.7 / HP s 6 l l I l I I I ( SITIO CORAZON -----.. ------l!lf=- \ -.. - NOTE: • \ \ I ' I ' I ' RUNOFF FROM IMPERVIOUS AREAS (E.G. ROOF, UNCOVERED SLABS) SHALL, TO THE MAXIMUM EXTENT PRACTICABLE. 8£ DIRECTED THROUGH ADJACENT LANDSCAPED AREAS. LOT 47 ---·-------LOT 49 LOT 65 I I I I I I I INDICATES ABUTTER'S RIGHTS OF ACCESS RELINQUISHED PER MAP NO. 15597. BACKWATER VALVE TABLE LOTI REQUIRED 48..... .. .. , ......... NO 66....... .. ......... NO 67 ...... , ........... , ......... , ......... NO 68 ...................................... YES 69..... . ......... NO 70,, .... , ............. , ................. NO 81.................... .. ....... NO 82............. .. ....... NO 83..................... .. ....... NO FOR EXISTING IMPROVEMENTS SEE OWG NOS. 429-7 & 446-6 ENGINEER OF WORK BENCH 11ARK DESCRIPTION: STD. STREET SURVEY MONUMENT LOCATION: STA. 288+89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL ELEVATION: 371.41 NGVD 1929 "AS BUILT" DATE RC[ ___ _ EXP. ____ _ REVIEWED BY: INSPECTOR DATE l--+--+----------+-----t--t---t--11~7ml,c_IT_Y_O_F_C_A_R_L_S_B_A~D~ _ LANO DEVELOPMENT ENGINEERING ~ 12 TT RLM DATE INITIAL ENGINffR OF WOR REPLACES SHT 7 ORIGINALLY SIGNED O T TT TT DATE INITIAL DAT[ INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING PL.ANS FOR: VILLAGES OF LA COSTA THE OAKS NORTI-I NEIGHBORHOOD 3.4/3.5 Puo 05-13 A ENGINEERING MANAGER PE.· 41204 EXP: 03 31 DWN BY:_$ CHKD BY: , RVWD BY: PROJECT NO. CT 05-16 GLEN VAN PE.SKI r!.tU/1/_ 13 DATE DRAWING NO. 446-6B R, \05 72\ & Eng \Precise Grociing \ 05 7 2PGO 7 ,ci wg[ l Dec-14-2011'l 3,14 W.O. No. 2821-7 PIANNINC ENCINEERINC SURVEYING I I I I I \ \ \ \ \ \ \ ~ ' . -'- I I I I \ 1,1 ' I I ' 1,1 ' \ '1 ' ' -~·---- I \I I I \ Ul 0 l ',: II --.' rWoc---\ ' +---1Q I', l,t\ '1-' -'--~ I 1,', I I ' HUNSAKER & ASSOCIATES SAN DIECO, INC. 9707 Waples Street San Diego, Ca 92121 PH(858)SS8·4S00 · FX(858)SS8• 1414 ' \ \ I ' / \\\ \ I I I I \ I I \ I I \ I I I -+ g ·--r~ ' c- l •, ' ' ' I ,, '\ ' ' ' ' ' ' I I ' ' \ ' ' ~;-;, · ~',.I -. \ \ \ \ ( I 0 ~~-=-----' 22.61 22.57 FL FL CJD 21-95 FL 5222 HP ·- 21.82 FL CJD PLAN 1A PAD=522-4 FF=523,07 (FR) 5.5 PROJECT BOUNDARY PLAN 2A PAD=523-1 Ff=52J-77 , I 5_ 3. i-n----'-1 7. 5. 1 7.2' 6 2228 FL 22.08 FL (FR) 22.16 FL , I I , I '=. __ ~, : . ..--:., _-n:1_ .. \ I .\· '-' I I i i I "' ~ u, .. \ . \ =='==="("'==rt_ ~-1,_"> ~'-I< -I - 3f___j___:,___ ~ ---·. -----'. _:}--------~ i ~ --------I 11 00 --~ -ti ::::::::c\. QI) PLAN 1CR PAD=522.5 FF=523.17 519.68 IM ' : ! .,. . . - ' ' . 19.49 FL GFB=20-47 CID 1----tLAN 4AR PAD=520.3 FF=520.97 I I I I s 7.34' 517.3 HP .. -.. -------- FB= .6 16-65 5 \ FL 16.45 FL 17.70 FL ! ! ! 4' (FR) 19.88 (FR) FL 19.71 FL ) \ \ \ \ '--- .....- \ \ ®82! ·---' --...--.-.,,. "---s21Jl--'-". '-'HP ' ' 21.99 FL ' . -~ 4 i:i-:::-u:=.:::u '.\ ' s22..J I HP '--- J ---.. -----------------.. ----· _____ _,_ .. -..... --..... ~--1-------,/ ---------------------/ -----------------___ ..-:---- ----·---LOTS 71-80 \ 520.1 HP --- ...____ NOTE: 578.o/ HP _____ _,_ RUNOFF FROM IMPERVIOUS AREAS (E.G. ROOF, UNCOVERED SLABS) SHALL, TO THE MAXIMUM EXTENT PRACTICABLE, BE DIRECTED THROUGH ADJACENT LANDSCAPED AREAS. 6. 1 I I I I LOT 81 LOT 70 0 20 40 60 SCALE 1'= 20' BACKWATER VAL VE TABLE LOT# REQUIRED 71..... . ........ YES 72..... . .. _ ... _ ......... _ .. , ......... NO 7 3 ___ .................... -·-., .. ····--··NO 7 4 __ .................. _ .... _., ...... _ ... NO 75 ...... ,, ... _ ... _ ............. _ ........ NO 76 ___ ..... .. ..... -... NO 77 __ ...... .. ..... -... NO 78........ .. .... _ .... NO 79.. ... .. . . .. __ ........ NO 80 __ ._ ............. -··-··-..... ·-··-·· YES FOR EXISTING IMPROVEMENTS SEE DWG NOS. 429-7 & 446-6 ENGINEER OF WORK _/zi!f/tl 6/J0/12 DAT£ BENCH MARK DESCRIPTION: STD. STREU SURVEY MONUMENT LOCATION: STA. 288+89 EC ON CENTERLINE OF El CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL ELEVATION: 311.41 NGVD 1929 "AS BUILT" RCE~---EXP . DATE REVIEWED BY: INSPECTOR DATE 1----+---+------------+---+---l---+----I I SHBEET I CITY OF CARLSBAD I SHEETS I LAND DEVELOPMENT ENGINEERING 11 PRECISE GRADING PLANS FOR: VILLAGES OF LA COSTA TI-IE OAKS NORTH NEIGHBORIIOOD 3.4/3.5 PUD 05-IJA R, \ 05 7 2\ ~Eng \Precise Gr o ciing \05 72PG08 ,ciwg[ J De c-14-201 t,13,15 W.O. No. 2821-7 I' ! I PL,4,NNING ENGINEERING SU~VEYING I 11 --------- HUNSAKER & ASSOCIATES SAN DIEGO, INC 9707 Waples Street San Diego, Ca 92121 PH(858)558•4500· FX(858)558•1414 -- ; ; ; ; , "'-·-,r,r""'-, ; ,,' I , \ ~ ----~ -- RROJECT BOUNDARY ------ / / U1 __, co "' LOT 46 • LOT 45 493.6 I HP LOT 48 [ifl ,.._---i-_,,2· 21' ---f--'---"-~=--9,.,3,...2""9=---...J93. 32 ~ 3-FL 49 FL J_' I I / (0 CID PLAN 1CR -../4' PAD=497,7 -FF=498.37 I (FR) 97.32 FL ----. ----·----------·------- ) J / 97.os FL 4' efJ ! -· -----------___ ,, __ _ •. j Pl.AN 28 PA0=493.8 FF=494.47 5' . I (FR) ll'1ll 2 ffi • ' • GFB=93.89 92.87 FL LOTS 49-51 & 60-65 ) ' I : 1 l.4 ·: 487.4 \ HP ,,. .. 87.18 L 86.77 FL 86.59 FL 87.01 FL CID Pl.AN 4C PA0=487.6 FF=488.27 (FR)l/m : .... 85.96 FL 7 CID PLAN 2CR PA0=486.9 FF=487.57 86.38 4•FL (FR) ll'1l'/ 86.41 FL ' I ·..__,__. f86,7 / HP ---.- I ' ' ' ' ' _J ' ' . ' . ... 481.5 ~ I HP \ :t -""'""'~,,.-,-,----J : 81. 26 ~8 ..... 1.,;1_,,5~,J ) ------ ,, FL r'37'FL ': I ~ Pl.AN 28 , . PA0=481. 7 3 , '1· FF=482.37 - : ( )[BF] ~ : : 1 ffi FR 5.3'(. W--l~ : GFB= 1.7 sizo 80.97 FL I ~ _!~---j---~ ·,-- J'._____ , s I ~ ' . : I ~' ' . : t ' ' ' ' ': : I '. : I '. 16.6,:f GFF=80.37 80.09 FL 80.27 FL * GFB=80.60 (j) ® CffQ;> PLAN IBR PA0=481.1 FF=481.77 (FR) 1/m 80.74 FL ,· _ _, ' ➔ 4 ~ ,..__ ..... .,, --- -------- -- 5.5' I I I ~ ... I ~ I .,.---,,--10' PUBLIC TRAIL £ASEMENf-·-______ ..-------· RANCHO SANTA F: ROAD LOT 52 LOT 59 0 20 40 60 ----- SCALE 1 '= 20' BACKWATER VAL VE TABLE REQUIRED 49......... .. .. YES 50..... .. ....... YES 51 ...................................... YES 60 ...................................... YES 61 ...................................... YES 62 ...................................... YES 63 ...................................... NO 64............... .. ......... YES 65...... .. ....... NO FOR EXISTING IMPROVEMENTS S[[ OWG NOS. 429-7 & 446-6 ENGINEER OF WORK )"~a/4, ....,,.,_t;f,9}0'¥,.L.~MA:.CR~T,~/N 48670 EXP. 6/30/12 _a/L_WL_ DATE BENCH MARK DESCRIPTION: STD. STREIT SURVEY MONUMENT LOCArtON: STA. 288+89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL ELEVArtON: 311.41 NGVD 1929 "AS BUILT" DATE RC£ ___ _ EXP. REVIEWED BY.· PRECISE GRADING PLANS FOR: VILLAGES OF LA COSTA THE OAKS NORTH NEIGHBORIIOOD 3.4/3.5 PUO 05-13 A R• \ 05 7 2 \ lE ng \Pree i se Gr o cling\ 05 7 2PG09.clwg[ J Dec-14-2011,13,1 7 W.0. No. 2821-7 , I PlANNINC ENCINEERINC SURVEYING LOT 51 LOT 60 HUNSAKER & ASSOCIATES SAN DIECO, INC 9707 Waples Street San Diego, Ca 92121 Pl-1(858)558·4500 · FX(858)558•1414 LOT 43 ---! ' ,: :1 ' : I " \ 76.11 FL I 75.67 FL GD LOT 42 43.13' "'. ,. • ' ' • 472.6 ~ HP ··-- .: { I 4 ..._ __ _ • --,_ 42.16 FL GD PLAN 48 PA0=472.8 FF=473.47 (FR)~ J .9' LOT 40 LOT 41 8.97' 48.38' • • 468.1 • ~. I .!if_.·~ ,,...- I -~ 67.78 67.81 --._ .\ '. .. 1. FL @) FL PLAN 4A CID '•.\ PAD=468.3 t4---. FF=468.97 I i1 (FR) ~ ~!:'...---::-:----' 68.65 68.74 FL FL PLAN 2C PAD=469.2 FF=469.87 ~ I . 6.8' ~ : I 9.5' (FR) 6 GFB=69.37 68.45 FL ' 5.1 -I 68.20 FL GFB= · 67.29 •· L . I I \ \ I : I PLAN 1A PA0=476.4 FF=477.07 I I I 'h~i--'-..;: 7.9' ru ... ;... co '. : 1 '. '. ' ' ' : 1 ' ' 156d 8 3< (FR) 5.7 FfT=•7":C. ,a--, 75.66 FL 75.46 GF8=72.97 72.05 FL ----== ==t== ==I=:~ == == °" 475.22 RIM 15+00 ~~-=------7- >- 15. :j ' ' :1 ,. ' _,_-:\ ' . ' ' ' ' J I 75.52 L ...._ ,i. lii I HP -.. \ ff'. I ;• '1'"' ~---', <.A ---- --------'"'-------------,• ' l~ j ',' ------------------/ t---"-------~ / : ---~---_ _/. -----· j·•--·---·--- ' ' ' +·------------------ : I I \ ---- 1 -------r---;~-------------- I \ ' ' 2 :t C, -: 1 I I I ' I 69.62 FL / LOT !3.4····· ----- HOA OPEN SPACE ~------,-- 7 =-::c-:-:::-~--=~-=-=-~ -------=- ,,...-~ 10' PUBLIC TRAIL EASEME_N.T • • -__ ___,,,.. __ RANCHO SANTA FE ROAD LOTS 52-59 . 68.67 FL GD PLAN 1BR PAD=470.0 FF=470.67 (FR) -------__.,..-· -· ~-"i"''--' -----------. --~ -----------------.... --------· -----------_j_..---------·- --~a••--I i \ \ \ \ \ \ \ \ RROJECT .:.---BOUNDARY i ' \ NOTE· \, \ \ I I / I / I / f \ I i / \ \ \ \ RUNOFF FROM IMPERVIOUS AREAS (E.G. ROOF, UNCOVERED SLABS) SHALL, TO THE MAXIMUM EXTENT PRACTICABLE, BE OIRF:CTEO THROUGH ADJACENT LANDSCAPED AREAS. 0 20 40 60 ----~ SCALE !'= 20' BACKWATER VALVE TABLE J.Qij REQUIRED 52 ...................................... ND 53. ..................................... YES 54 ....................................... NO 55 ...................................... NO 56 ...................................... NO 57 ...................................... NO 58 ...................................... YES 59 ...................................... NO FOR EXISTING IMPROVEMENTS SEE DWG NOS. 429-7 & 446-6 ENGINEER OF WORK /lllf/lj( RA 'r ' ND L. MARTIN RC NO 48670 EXP. 6/30/12 DATE BENCH 11ARK DESCRIPTION: STD. STRF:ET SURVF:Y MONUMENT LOCATION: STA. 288+89 EC ON CENTERLINF: OF EL CAMINO REAL RECORD FROM: SAN DIF:GO COUNTY VERTICAL CONTROL ELEVATION: J11.41 "AS BUILT" RC£ ___ _ EXP. ____ _ REVIEWED BY: NGVO 1929 DATE INSPECTOR DA TE t------+--+------------+----+----+---+------l ~ CITY OF CARLSBAD I SHlEElTS I UQ_J LANO DEVELOPMENT ENGINEERING PRECISE GRADING PLANS FOR: VILLAGES OF LA COSTA TI-IE OAKS NORTH NEIGHBORHOOD 3.4/3.5 Puo os-13 A DATE INlnAL DATE INITIAL DATE: INITVSL OWN BY: -,;",H'---PROJECT NO. DRAWING NO. RC,/5/0N D"SCRPT.ON CHKD BY:--1.-yc..__ CT0S-16 446-6B ENGINEER OF WOR "-v/ L. / / OTHER APPROVAL CITY APPROVAL RVWD BY: R, \ 05 7 2\&Eng \Precise Gr o ding \05 7 2PG10 .ci wg[ JDe c-14-201M3,18 W.O. No. 2821-7 I , I HUNSAKER & ASSOCIATES SAN DIEGO, INC. PLANNINC 9707 Waples Street ENCINEERINC San Diego, Ca 92121 SURVEYINC PH(858)558·4500 · FX(858)558·1414 I I LOTS 4 7 & 40-43 ,~ 78.56 Fl 78.67 Fl * GFB=79.00 NOTE: RUNOFF FROM IMPERVIOUS AREAS (E.G. ROOF, UNCOVERED SLABS) SHALL, TO THE MAXIMUM EXTENT PRACTICABLE, BE DIRECTED THROUGH ADJACENT LANDSCAPED AREAS. 7 'J ·.-. 8 \ =--,~-• r-_. co' \ , .. ; 1 \ . \ 49,38' 0 20 .. . . . . . . .. -------. - ·~ HP 9,97' 57.51 Fl -.. ___ ..,.. ----- I I I I I I I INDICATE.S ABUTTER'S RIGHTS OF ACCESS RELINQUISHED PER MAP NO. 15597. BACKWATER VALVE TABLE LOT# REQUIRED 40 ...................................... NO 41....... . ...................... NO 42....... . ...................... YES 43 ...................................... NO 47 ...................................... YES FOR EXISTING IMPROVEMENTS SEE owe NOS. 429-7 & 446-6 ENGINEER OF WORK rzltrlt, RCE NO 48670 EXP. 6/30/12 DATE BENCH 11ARK DESCRIPTION: STD. STREET SURVEY MONUMENT LOCATION: STA. 288+89 EC ON CENTERLINE OF EL CAMINO REAL RECORD FROM: SAN DIEGO COUNTY VERTICAL CONTROL ELEVATION: J/1.41 NGVD 1929 "AS BUILT" RCE ___ _ EXP. ____ _ DATE REVIEWED BY: INSPECTOR DATE 1-------+---+----------+---+---1--+---l ~ CITY OF CARLSBAD I SHlEElTS I L1!__J LANO DEVELOPMENT ENGINEERING PRECISE GRADING PLANS FOR: VILLAGES OF LA COSTA THE OAKS NORTH NEIGHBORHOOD 3.4/3.5 PUD 05-13 A R, \ 05 7 2\ tEng \Pr ec;se Groci;ng \ 05 72PG11. ciwg[ lDec-14-201 M 3•20 W.0. No. 2821-7