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HomeMy WebLinkAboutDWG 422-6C; CT 03-01; LA COSTA RESORT & SPA - PHASE II; 01-12r i I I • ' ,[ i ,. I, IL~- GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTf:R 15. 16 OF THE CARLSBAD MUNICIPAL CODE) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS . PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. 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 RIGHT-OF-WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITT.EE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH£ INSURANCE:. QQMPANY WRl77f/G THE POLICY MUST HAVE A RAVNG OF "A " OR BETTER AND A SIZE CATEGORY OF CL4S V OR BETTER AS ESTABLISHED BY "BESTS" KEY RAVNG f2U/DE. 5. UNLESS EXEMPTED BY SECTION 301.(b}5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT-OF-WAY REQUIRE SEPARAT.E PERMITS FROM THE BUILDING DEPARTMENT. 6. NO W?RK SHALL BE COMMENCED UNTIL ALL PERA.,rs I/AV£ BEEN OBTAINED FROM T,'"iE CITY ,~"ID 0 --_'-'fR APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBT.NNED AND A ,~LID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINECR, NOTED WITHIN THE REVISION BLOCK. ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROf'cRTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL 8£ REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINT.NNED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF , (A) SUMMARY SHEET. (e; LABORATORY WORK SHEETS AND (C) COMPACTION CURVES. SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE SfATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DA Y.S OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUT.URE FILL AREAS SHALL BE CONSTRUCT.ED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFICATIONS" ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. QA/LY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PR'°" CONSTRUCT/ON MEETING SHALL BE HEU) AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL B£ AUENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION. TESTING AND ALL OTHER ASPE.CTS OF TH£ 1fJ2BK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT C~~.o•, . (760) 438-3891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AV.NLADLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRE CONSTRUCVON MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT {76QJ 438-3891. lNSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE OBY BEFORE 16. 17. THE INSPEQTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY U.' CESS YOU REQUEST OTHERWIS£ REQUESTS MADE AFTER 2,00 P.M. WILL BE SCHEDULED FOR TWO (2) FULL WORK DAYS LATER. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR C1NFORMING TO ALL LOCAL. STAT.E AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. THE CONTRACTOR SHALL CON"QRM TO LABOR CODE SECTION 6705 BY SUBMITTING A DET.NL PLAN TO THE c,tf ENGINEER AND/OR CONCERNfD AGENCY SHOWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKE-1 PROTECTION FROM THE HAZARD OF CAVING OUR/NG THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE (5) FfET OR MORf IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGfNCY PRIOR TO EXCAVATION. IF THE Pl,AN ' /ARIES FROM TH£ SHORING SYSTEM STANDARQS ESTABLISHED BY THE CONSTRUCVON SAFETY ORDERS. rtnE B CAL!FORN!A AQMINISTRATIVE CODE, TH£ PLAN SHALL BE PREPARED BY A REG/STEREO ENGINEER AT THE CONTRACTOR"S EXPENSE. A COPY OF THf OSHA EXCAVATION PERMIT MUST Be SUBMITTED TO THE INSPECTOR PRIOR TO cXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE WSCOVERED WITHIN ANY WORK ZONE DURING CONSTRUCTION.OPERATIONS WILL C&lSE IMMEDIATELY. AND THE PERM/TT££ 20. 21. WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. ALL OPERATIONS CONOUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS. EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEcN 7:00 A.M. AND SUNSET EACH DAY, MONDAY THROI/GH FRIDAY ;•,o NO EARTHMOVING OR GRADING CPERATIONS SHALL BE CONDUCT.ED ON WEEKENDS OR HOLIDAY.S. (A UST OF CITY HOLIDAY.S IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.} ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CfIT ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. HUNSAKER & ASSOCIATES S A N D I EGO, INC. PLANNING 10179 Huenneke11S Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(858}558-4500 · FX(858)558·1414 GRADING PLANS FOR: LA COSTA RESORT PHASE II & SPA- GRADING NOTES (CONTINUED) 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MAT.ER/AL SHALL 8£ DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL fJE RESPONSIBLE: FOR ANY DEBRIS OR DAMAGE OCC/JRRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERAVON. CAFIL8BAD 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA V£ A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS Dl~ECTED BY THE CITY INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION, THE SITE SHALL 8£ LEFT IN A NEJ. ! AlvJ ORDERLY CONDITION. poiNsETnA CITY OF SAN MARCOS II __.----1---PROJECT SITE CITY OF ENCINITAS ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE C!TY ENGINEER. VICINITY MAP 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYOROSEEDED WITHIN T.EN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY NTS THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 422-6L, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM D-LOAD OF JI. 32. 33. 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4" ROCK PER SDRSD 5-4 TYPE "C" AND PIPE MEETS ASTII 'STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION. IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND BE REPLACED WITH PROPERLY COMPACT.ED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITK CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIUTIES (ABOVEGROUND AND UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THt: REVISION OF GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONF:ICT WITH THE PROPOSED WCRK. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST nro (2), FULL WORKING DAYS PRIOR TO STARTl,\'C GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE ir/E WORK WITH A COMPANY REPRESENTA TIV£. UNDERGROUND SERVICE ALERT SDG&E SBC ADELPHIA CABLEVISION CITY OF CARLSBAD (STREETS & STORM QRAIN} 'CITY OF CARLSBAD ($EWER, WATER & RECL.NMED WATER) 'SAN DIEGUITO WAfER DISTRICT 'LEUCADIA WATER DISTRICT •VALLECITOS WATER DISTRICT OL/VENI/AIN MUNICIPAL WATER DISTRICT •BUENA SANITATION DISTRICT •AS APPROPRIATE 1-800-422-4133 (800) 660-7343 (760) 438-7741 [ 76&? 434-2980 760 438-2722 76 /) 633-2650 B76l 753-0, 55 760 744-0460 760 753-6466 (760 726-1340 x/374 34. P/;RMIT COMPLIANCE REQUIREMENTS, A. FOR CONTROLLED GRADING -""HE APPLICANT HIRES A CIVIL ENGINEER. SOILS ENGINEER. AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS (15.16.120.8) CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE ,c-OLLOiYING REPORTS MUST 8£ SUBMITTED TO THE CITY ENGINEER VIA THE PROJcCT INSPECTOR (15.1< 120.9 & .10) CARLSBAD MUNICIPAL COOE, (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT}. (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER. WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO SOILS ENGINEER'S CERTIFICATE I, BRETT L. ANDERSON. A REGISTERED CIVIL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY Tl/AT A SAMPLING AND STUDY OF THE SOILS CONDITIONS PREVALENT WITHIN THIS 5/T.E WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF MAY 30, 2003 AND JUNE 28, 2002. TWO COPIES OF THE SOILS REPORT COMPILED · FROM THIS STUOY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED, =>')~()(_____. P.£ NO., y',;,l;S', OATE, LICENSE EXPIRATION DATE, SLADDEN ENGINEERING 39-725 GARAND LAN£ SUITE G PALM DESERT, CA 92211 (760) 772-3893 EARTHWORK QUANTITIES RAW cur, 4.962 c. Y. RAW FILL, 10,753 C. Y. IMPORT, 5. 791 C. Y. NOTE, GRADIN:. QUANTITIES SHOWN ARE FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS COMPILED BY PHOTOGRAMMETR/C METHODS, FROM AERIAL PHOTOGRAPHY DAT.ED 08-03-01, BY RICK ENGINEER/NG COMPANY. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. OWNER/DEVELOPER . KSL LA COSTA RESORT CORPORATION 2100 COSTA OEL MAR ROAD CARLSBAD, CA, c 2009 LEGAL DESCRIPTION BEING A SUBQ1VISION OF PORTIONS OF THAT CERTAIN LANO MORE PARTICULARLY DESCRIBED AS FOLLOWS, LOTS 7 ANO 19 ANO A PORTION OF THE LANO OEPICTEO AS "NOT A PART" OF MAP NO. 14984. IN THE CITY OF CARLSBAD, COUNTY OF SAN 0/EGO, STATE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 18, 2005 AS FILE NO. 2005-0224598 OF OFFICIAL RECORDS. BENCH MARK REFERENCE DRAWINGS CITY OF CARLSBAD DRAWINGS 422-6, 422-6A, 402-28, 402-2C, 402-2E, 402-2F, CMWD 7383 DECLARATION OF RESPONSIBLE CHARGE 1 HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLc· CHARGE OVER THE DESIGN OF THE PROJECT . AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE DESIGN IS CONSIST.ENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ C.'.1/:"":f( 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 & ASSOC/AT.ES ADDRESS: 10179 Hl,JENNEKENS AVE CITY. ST.: SAN DfFGQ, CA TE~~~~~ 1X~55_;;.;~i~:=~·-E.. ________ DAT£4k ~L. MARTIN P.E. NO., RCE 48670 EXPIRATION DATE, 6/30/06 OWNER'S CERTIFICATE I, (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RET.NNED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION ANO STABILITY OF THIS SITE. -~~··-~~~--frt-"~~-----J:O. t~, z.a:, i;::-· S. CHEVIS HOSEA~PR£S/DE~OF LAND DEVELOPMENT ~DATE KSL LA COSTA RESORT CORPORATION SHEET INDEX SHEET NO. 1 -· . "··-"···--·----· ,~ .. WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL ·curs ANO FILLS, REMEDIAL GRADING, EROSION CONTROL FACILITIES, DRAINAGE FACILITIES. ANO PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRAOING PLANS. AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS ANO THE CITY STANDARDS. SPECIFICATIONS. REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL 8E PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS 0/RECTEO BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS 2004 EDITION 3. THIS SET OF PLANS 4. CITY COUNCIL RESOLUTION No. 2004-304. 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. GEOTECHNICAL INVESTIGATION PROPOSED RESORT VILLAS LA COSTA RESORT & SPA. OATEO NOVEMBER 11, 2003. BY SLADDEN ENGINEERING. 7. THE SAN DIEGO APEA REGIONAL STANOARO DRAWINGS ANO AS MAY BE MOOIF/EO BY THE CITY OF CARLSBAD STANOAROS. 8. THE CARLSBAD MUNICIPAL WATER DISTRICT'S STANOAROS AND SPECIFICATIONS FOR WATER. SEWER AND RECL.NMEO WATER. 9. STORM WATER POLLUTION PREVENTION PLAN (SWPPP} PREPARED BY: RICK ENGINEERING DATED: NO~ J. 2003 WDID NO. 9 37CJ18589 10. CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASQA) STORMWATER BEST MANAGEMENT PRACTICE, HAN0800K; ANO THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL. 11. STORM WATER MANAGEMENT PLAN (SWMP) PREPARED BY HUNSAKER & ASSOCIATES OAT.ED MARCH 14. 2005. DESCRIPTION Bl.l/LDING NUMBER FINISHED FLOOR ELEVATION SUBDIVISION BOUNDARY LOT LINE EASEMENT LINE EXISTING EASEMENT LINE LOT LINE / RIGHT OF WAY DAYLIGHT LINE SOUND WALL -o" AC/OVER NATIVE LEGEND STD. DWG. SEE PLAN FOR LOCATION CONCRET.E STEP, NUMBER OF Rlc'F.RS HEIGHT OF RISER (IN) EXISTING SOUND WALL PLANTABLE WALL RETAINING WALL 6" CURB & GUTTER 6" CURB ONLY PCC CROSS GUTTER 12" PVC AREA DRAIN PIPE 10" PVC AREA DRAIN PIPE 8" PVC AREA DRAIN PIP£ 6" PVC AREA DRAIN PIPE 4" PVC AREA DRAIN PIPE AREA DRAIN INLET TYPE B INLET TYPE A INLET TY,?£ A-4 CLEANOUT 1e," R./G STORM DRAIN =•rvG STORM DRAIN STORM ORAIN HEADWALL EXISTING SEWER EXISTING 6" SEWER LATERAL EXISTING WATER LINE (PER LANDSCAPE PLANS} (BY SEPARATE PERMIT} G-2 G-1 G-12 PER DETAIL SHEET 2 D-2 0-1 0-9 0-34 EXISTING 2• WATER SERVICE W/ 2" BACKFLOW PREVENTER EXISTING 8" FIRE SERVICE RIF RAP ENERGY DISSIPATOR ELECTRIC ROOM LOCATION GAS LINE LOCATION SEE DET.NL SHT. 2 SYMBOL CJD FF=751.75 ----- _j,_ __ · 00000 0000000000 · ffi ·000 0000 00 -=---------------=--=-- "y-=( IZI Pl ----<® f-------@ 1--------® -1£L£CI © QUANTITY 31,726 S.F. 729 S.F. 4,602 S.F. 1,206 L.F. 6?9 L.F. 1,257 S.F. 169 .L.F. 721 L.F. 489 L.F. 595 L.F. 954 L.F. 133 E.A. £A. E.A. 2 E.A. 18 L.F. 437 L.F. 1 £A. 40 CY 'ALL STANDARDS ARE SAN DIEGO REGIONAL STANDARD DRAWINGS EXCEPT AS NOTED. "CITY OF CARLSBAD MODIFIED DRAWINGS I ' .I INCLUDE A STATEMENT BY THE S01LS 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. A STREET CENTERLINE MONUMENT ON EL CAMINO REAL 0.88 MILES NORTHERLY FROM LA COSTA AVENUE. RECORD FROM, NORTH COUNTY VERTICAL CONTROL DATA, PAGE 184 ELEVATION, 113.122 ADJUSTED' COVER SHEET----------------------------------- KEY MAP, SECTIONS &-OETAILS----------------------- DEMOLITION PLAN---------------------------------- ROUGH GRADING PLAN----------------------------- PRECISE GRADING PLAN (SURFACE) PLAN----------------- PRECISE GRADING PLAN (AREA DRAIN} PLAN--------------- STORM DRAIN PROFILES---------------------------- HORIZONTAL CONTROL SHfET-------------------------- EROSION CONTROL DET.NLS-------------------------- EROS/ON CONTROL PLAN----------------··---------- 2 3 4 5& 6 I• F'!t:ING DEPARTMENT APPROVAL "AS BU IL T" _ / 0 _ 21w. DATE:8//7,00 ~0 ..4fl .1... _7,_/,J,!4 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (/) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLAN CHECK. PLAN CHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. THE GEOTECHNICAL INVEST/CATION FOR PROPOSED RESORT VILLAS, LA COSTA RESORT 4ND SPA, PREPARED BY SLADDEN ENGINEERING DA ccD NOVEMBER 11, 2003, SHALL BE COdSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL 8E DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONT.NNED IN SAID SOILS REPORT. 37. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATION CODE. 38. ALL SURVEY MONUMENTS AND POINTS THAT ARE D/ST.URBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED. AND DOCUMENT.ED PER PROFESSIONAL LAND SURVEYORS ACT. DATUM: NGVD 29 PROJECT LOCATION !HIS PROJECT IS l~"4TEO WITHIN ASSESSORS PARCEL NUMBER(S) 216-121-07 !HE CAf/FORNIA COORDINATE INDEX OF !HIS PROJtcr IS N ____ __l,u.o _____ E 6268 ENGINEER OF WORK '.2 .. ( '/J.ave R' MONO L. MARTIN R.C.E. NO. 48670 EXP. 6/30/D6 7 & 8 9 10 11 12 INSPECTOR ' () (SIGNED) A . . C:-<" ~ 'L .xf c., fl ,::/s,,;1sTl'lNT PLANNING DIRECTOR RC ;,;,;;_. EXP. <,,/.3oj,lo DATE L/C~c -DATE: 8/17/ o)' ~R::E:=.Vl.::EW=E=D =B=Y,=-~.:....===::::'.:'.=:_ ___ -J ~ I V, ,J I . l... I .R )~, RECOMMENDED BY: A -&;.;',';;_..,) DATE 1----+--t-----------+---+----t---+----i l SH~ET I CITY OF CARLSBAD ~l ~===-'====E=NG"'l=:N"'EE"'R=:IN:::G::::::D:=E=:PA:::R:::T=:M:=E=:NT::::::=='..'~::::::===: GRADING & EROSION CONTROL PLANS FOR: .,- LA COSTA RESORT & SPA PHASE II CARLSBAD, CA APPROVED 8 )"' LL6YO B .• HUBBS l-,;7 /,7;;.'°:,;o/,"a::-;8;1-,,e::;~:-Me77h:,"""" A-,;~;c_,a,,u71"L'1__,' •· ---------t---t-----1----t-,----,--::::-i fiTT'•&cm;'if ,.,,.{c'fi~ EXP. 12731/olf ~J,l""f.TE 7/f f/2~0L,[___ ~i5~· /~Gf·O~T~R~L~M~fr.t:~RiEfYl~S:~E~P~W.~'O~E'{L'?.E'E.Y.: ,E?J.TC.~.=G~ll~T.~'S;:::. ge,24;;:, 5.~.,17,!94,l-~!!~ii~J~iiiJl-~;;;-'~,"'··t•~'-~,{~!c~i/3 DATE DATE INITIAL DATE INITIAL DATE ANITJAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENGINEER OF WORI OWN BY: __ ~_ CHKD BY: r---1 1p RVWD BY: PROJECT NO. CT 03-01-02 R:\0615\&En g\Groding\0615PG01.dwg[ 2119]Jul-14-2005:09:00 ' --··-··----·--··-------c...:....,_,_ DRAWIN• NO. ,,.-.;6(izzf6C . W.O NO 2503 -01 BIN \ ) . '"i. ' ! I I / i I I I I 0 .i::i,. -I\) __. I\) I\) I ·O. () I . i . NOTE: 2D DR 2W 2D OR 2W ENDWALL (TYPICAL) PLAN NOT TO SCALE ROCK RIP RAP FILTER BLANKET 5 CLASS THICKNESS UPPER LA YER 2 LOWER LAYER NO. 3 BACKING 1.2' 3/16" CRUSHED ROCK 4 N/A NO. 2 BACKING 2.0· 1/4" CRUSHED ROCK 4 N/A FACING 2.8' 3/8" CRUSHED ROCK 4 N/A LIGHT 4.0' 1 /2" CRUSHED ROCK 4 N/A 1/4 TON 5.4' 3/4" CRUSHED ROCK 4 SAND 3 1/2 TON 6,8' 1" CRUSHED ROCK 4 SAND 3 1 TON 8.6' 1-1 /2" CRUSHED ROCK 4 SAND 3 2 TON 10.8' 2" CRUSHED ROCK 4 SAND 3 1. ALL DISSIPATORS ARE SDRSD D-40, TYPE 1 UNLESS OTHERWISE SHOWN 2. FllTER BLANKET THICKNESS EQUALS 1.0' EXCEPT FOR BACKING CLASS WHICH MAY BE 0,6' MIN. 3. 75% RETAINED ON 200 SIEVE, (4" THICK) 4. PER GREEN BOOK, SECTION 200-1 5. FILTER FABRIC IS REQUIRED UNDER THE FILTER BLANKET IN ALL CASES TYPICAL RIP RAP DISSIPATOR NOT TO SCALE NOTE: SfflUCTURAL FOAM POLYETHYLENE A ffllUM GRATE 'MTI-I UV INHIBITOR. OPEN SURFACE AREA J0.28 SQ. IN. CONfflACTOR TO EXTEND AREA DRAINS 6" ABOVE FINISHED GROUND ANO CAP. AFTER LANDSCAPING IS COMPLETE, REMOVE CAP AND PLACE GRATE TO FINISHED GRADE. ~-TOP OF GRATE ELEVATION PER PLAN NDS /981, /991, #9" DOM£ ~ --1---- 6"-10• PVC SOR J OR SCH. 40 ,---_:,.__,----~ 1% MIN NOS #932 9• X 9• SQUARE DEEP HOUSING HUB ADAPTER. 4• PVC 4"-10• PVC SOR J5 OR SCH. 40 '------,....-L... ___ ~ SEE DRAIN DA TA 1% TABLE FOR PIPE MIN* SIZE & SLOPE -----<--------c----_J------~ MANUFACTURED JOINTS • UNLESS 071-/ER'MSE NOTED DETAIL -AREA DRAIN NOT TO SCALE j,,--PROJECT BOUNDARY ' . ,,--EXISTING 6' SOUND WALL ~t-.2' SUBDIVISION BOUNDARY 5,7 ~ 0 I ' I I 11 ' 1 1 l I~ (~ 4 I ~ I I , I I I 1, I I 4 , I I 1i 'lb. t , ___ --,---,-- ---::::'H-+i----+-+_;l----"s--+-~ LOT 351 /I I I I LOT 31 CD ! ! 'i,..:' ri'=#"----l ' _Tl i,..: I LOT 37 (.~ .:··1 } ,-, . .,:, I I! '1 I ""-.,,.. y,'j;='-==fr-;;/;'rl:-=-:;Tri"=t?,-.:z;t===::=~ ..... ~ I I ,>-----+-···(,, I /LOT 36 I I I I I I I I I I 6,8 I I I KEY MAP SCALE: 1" = 40' j ,.---PROJECT BOUNDARY , , , , , \ LOT 32 LOT 29 CL> LOT 30 CI:) ; i ! 2% r PROJECT BOUNDARY 1.5' r C/L ' I I I L->-........c"s1 c-.7' MIN. 1.5 1.5' TW PER PLAN 12.5' rs P[R PLAN C/L 25' 12.5' 5' IDEWAL 2% 1.5' TW PER PLAN '···1-------- EXIST___./ GROUND TF PER PLAN 18' PARKING SPACE 12' C/L 61' 12· 19' PARKING SPACE TW PER PLAN ---_;---------- EXIST TF PER PLAN GROUND 18' PARKING SPACE 12' 61' 12' 19' PARKING 10' SPACE (6" CONCRETE CURB 2 (TYPICAL) :ii: -4% --=--4% ----- J" AC/4" ~ET -.=--.=--~~AN NOTE: NDERCUT PER SOIL ENGINEER RECOMMENDATIONS NDERCUT PER SOIL ENGINEER RECOMMENDATIONS NDERCUT PER SOIL ENGINEER RECOMMENDATIONS NOTE: 1. T INDICATES ELEVATION AS SHOWN ON PLANS. HUNSAKER SECTION A-A NTS & ASSOCIATES SAN DIEGO, INC NOTE: 1. T INDICATES ELEVATION AS SHOWN ON PLANS. I,,--PROJECT-BO_U_N_D._A_R_r ____ c-',/,~L----, , 44' 20' PARKING SECTION B-B NTS VARIES SPACE 12' 12' >--------1-------t---+---+----+-5' SIDEWALK ' ----J -'!~~~E_'i.. (6' CONCRETE CURB (TYPICAL) 2% '-t----- 2% EXIST GROUND__) NOTE: - 3• AC/4" BASE_} = = :=j__J---l.._~~l50tf PfrfiE CURB (TYPICAL) NDERCUT PER SOIL ENGINEER RECOMMENDATIONS 1. Y INDICATES ELEVATION AS SHOWN ON PLANS. 1. T INDICATES ELEVATION AS SHOWN ON PLANS. BENCH MARK A STREET CENTERLINE MONUMENT ON EL CA NORTHERLY FROM LA COSTA AVENUE. MINO REAL 0.88 MILES RECORD FROM: NORTH COUNTY VERTICAL C ONTROL DATA, PAGE 184 ELEVATION: 11 J. 122 ADJUSTED DATUM: NGVD 29 SECTION NTS ENGINEER OF WORK c-c t;,//tjQl_ /.? ,'. AA BUILDING 4 FFL = 44' 0 40 80 ---- SCALE 1 "= 40' KEY MAP LEG END STORM DRAIN fii CURB INLET 120 ~ 'A' CLEANOUT SUBDIVISION BOUNDARY I I I I I i; tJ u PROJECT BOUNDARY-.._/ DAYLIGI-IT-.._1 I VARIES 16r PARKING SPACE C/L 62' 12· 12' ;6" CONCRE CURB (TYPICAL) ' 20' PARKING SPACE EXIST~ I GROUND \ -;j 4% U==:::_:. --4% ---=--i-- 0 SHEET NUMBER CI:) LOT 29 o----t) VARIES STREET CENTE.'RLINE BUILDING NUMBER LOT NUMBER STREET LIGHT FIRE HYDRANT 6' CONCRETE CURB AND GUTTER (TYPICAL) -----------2 J" AC/4" BAS-;J' --=--=--.-:::CJ BUILDING .3 FFL = 44' NDERCUT PER SOIL ENGINEER RECOMMENDATIONS NOTE: 1. T INDICATES ELEVATION AS SHOWN ON PLANS. SECTION D-D NTS "AS BUILT" ; ~/~ 7/3,/'f)j I RCE 48420 EXP. i,,/30/4:) DATE REVIEWED BY: Lo~ '~/ i-o'? ,.OS INSPECTOR =~ DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT . GRADING & EROSION CONTROL PLANS FDR: LA COSTA RESORT & SPA PHASE II CARLSBAD, CA APPROVED cJY . LLOYD B. HUBBS ,/4,.,J? ~~~ ~~ ~/,l_t.,/01"' -CITY ENGINEE RCE2 ~ EXP. 72ZJ1L05' DATE PLANNING 10·179 Huennekens Street R~~~J_ i; "A<;;.-Bll!LT" o/1.,j.,r 5·16·07 lflM fl Pl) INLE7 TO KEY Mf?P ..,; I I ,;,.;r I OWN BY: PROJECT NO. DRAWING NO. ENGINEER.ING San Diego, Ca 92121 SURVEYING PH(858)558-4500· FX(858)558·'14'14 SECTION E-E NTS DATE R,C.E. NO. 48670 EXP. 6/30/06 DATE INITIAL ENGINEER or WOR REVISION DESCRIPTION DATE INITIAL DATE i'lfNITIAL CHKD BY: <?l~~ OTHER APPROVAL CITY APPROVAL RVWD BY: ,\,JI,." ""' , R:\0615\&Eng\Groding\0615PG02.dwg[ 2178]Aug-09-2005: 10:51 CT03-0l-02 422-6C W.O NO 2503-01 B,','V : ,:'I ·--- 081308 I 070507 • --~-··1 Jf14_os; I \ ,,, ...... ,. ___ .,.., I I I PLANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, INC. 10179 Huennekens Street San Diego, Ca 92121 PH(858)SS8-4S00 · FX(858)SS8·1414 \ \ \ i \ : .\ I ," I i ii EXISTING VEGETATION NOTES * EXISTING 2" SHRUB TO BE REMOVED # EXISTING 2" SHRUB TO REMAIN 0 EXISTING 12" EUCALYPTUS TREE TO BE REMOVED Gi'l EXISTING 12" EUCALYPTUS TREE TO REMAIN EB EXISTING 15" PINE TREE TO BE REMOVED EB EXISTING 15" PINE TREE TO REMAIN ~ EXISTING 15" PALM 15" PALM TREE TO BE REMOVED TREE TO REMAIN ~ EXISTING ~ EXISTING 8" PEPPER TREE TO BE REMOVED @ EXISTING 8" PEPPER TREE TO REMAIN c, EXISTING 2" TREE (UNKNOWN) TO BE REMOVED t:, EXISTING 2" TREE (UNKNOWN) TO REMAIN A EXISTING 30" OAK TREE TO REMAIN .,;., .. ~ _.~iJA:., --~---,:y_5.;~;f~l>~~;:,;( ' - y . .. . . ENGINEER OF WORK RAY~t/L/4 tr/4/4, 0//1?/08 RLNJ •~ DATE DATE INITIAL R.C.E. NO. 48670 EXP. 6/30/06 ENGINEER OF WOR 40 80 120 I ; SCALE 1 "-40' BENCH MARK A STREET CENTERLINE MONUMENT ON EL CAMINO REAL 0.88 MILES "AS BUILT" NORTHERLY FROM LA COSTA AVENUE. RECORD FROM: NORTH COUNTY VERTICAL CONTROL Dl',TA, PAGE 184 ~" JJ ?,2 td::. _7J!_c6}_ ELEVATION: 113. 122 ADJUSTED DATUM: NGVD 29 R~18h70 EXP. &,/30/ 10 DATE REVIEWED BY: 1~1i~ I '~~' 1l') , 0'7-<,:,S INSPECTOR DATE I SH~ET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 2 ROUGH GRADING PLAN FOR: LA COSTA RESORT & SPA PHASE II CARLSBAD, CA I APPROVED cdY LLOYD 8, HUBBS /4 /. ~ ~~ c/ff)_;g~/b5 ICITY ENGINEE RCE~8-;c~XP.12ZJ1Z.o· ' DATE /.t\ ':-4£-BUILT " OWN BY: PROJECT NO. DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY:_~ CT 03-01-02 422-6C REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: R:\0615\&Eng\Grading\0615PG03.dwg[ 2119]Aug-10-2005:09:02 W.O NO 2503-01 RI/\/ , I . ,081308 w 0 - \ \ i PlANNING ENGINEERING SURVEYING I. ✓ !j I I, I•, I V ' j HUNSAKER & ASSOCIATES SAN DIEGO, INC. 10179 Huennekens Street San Diego, Ca 92121 PH(858)558-4500· FX(858)558•1414 \ \ i\ '\ ROUGH GRADING NOTE: NO GRADING WORK TO TAKE PLACE OVER THE EXISTING LEUCADIA WASTEWATER DISTRICT (LWD) SEWER LINE UNTIL CLEARANCE IS OBTAINED FROM LWD. PLAN . ENGINEER OF WORK .. ~~ R.C.E. NO. 48670 EXP. 6/30/06 40 0 40 80 ------ SCALE 1 "-40' BENCH MARK A STREET CENTERLINE MONUMENT ON EL CAMINO REAL 0. 88 MILES NORTHERLY FROM LA COSTA AVENUE. RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA, PAGE 184 ELEVATION: 113.122 ADJUSTED DATUM: NGVD 29 REVIEWED BY: 120 W,u...:...__. \ • ~- INSPECTOR J (/ 1----1--1-----------1-----t---+--+--ll SH~ET I CITY OF CARLS BAD ENGINEERING DEPARTMENT ROUGH GRADING PLAN FOR: , LA COSTA RESORT & SPA PHASE II CARLSBAD, CA APPROVED or. 1-G.~i'-"?~<l~f!.1-tr~L-/)//-+-'.ln ___ ,:A~S--B--!.l_l_l_T~.-, ----------+---+---+--+-----! iW fNc~Ei~c~~ ,f' / / _ 5·16·07 lflM Cllrllv'6E .P/1/l ELE//l1T!Ofl LLOYD B. HUBBS • · -8/,u/a.5 EXP.12/31/05 I OATE JL"~ DATE INITIAL ENGINEER OF. WOR REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL '41 DATE INITIAL CITY APPROVAL OWN BY: ____ _ CHKD BY: <i:,\/f' RVWD BY:_ R:\0615\&Eng\Grading\0615PG04.dwg[ 2119]Aug-09-2005: 18:01 PROJECT NO. CT 03-01-02 DRAWING NO. 422-6C W.O NO 2503-01 BIN : 070507 0 ~ (i) ~ I\) I\) I 0,. (') ) 11 I i I ' < ~ ) I j 1 <• ., ' SJ' , ' ,. ( ( _,., '<: "i HUNSAKER & ASSOCIATES SAN DlfGO, INC. PLANNINC 10179 Huemekens Street ENQN£ERINC San Diego, Ca 92121 SURVEYING PH(858)556-4500· FX(858)558-1414 ' < 126' < BJ' I '· < ), ~ \ -f ' , , E:XISTING §' SQUNDWALL ' " ,. -' A l ' . 4. j. ~t . , )' fOP. /36 I ~ / ~ , .. ~"' < < ' ( j 2' 9. 1' , , • , , , , , , , , , , , • ' ' ' ' • ,, " ' ' ' I' ~ ! ' ' ' ' idi ', il ' 35 £X/STING ' SE:WE:R 1./H "J, , I R/1.1=4J.49 ' ,J £)(/STING HEADWALL+--TO BE: · RE:I.IOV£0 J £)(/STING E:NE:RGY DISSIPATE~ TO BE: I RE:I.IOVE:D '-' ,- BENCH MARK ..--~ £XIST!NG 10• ACP WATER TO Rf:MAIN £XISTTNG PH-ASSY TO RfMAIN IN PUICE: A STRE:ET CENTERLINE: 1./0NUI.IE:NT ON £L CAI.I/NO REAL 0.88 1.1/LE:S NORTHERLY FROIJ UI COSTA AVE:NU£ RECORD FROM: NORTH COUNTY VERTICAL CONTROL ll'I TA, PAGE 184 £LE:VATTON: 11J.122 ADJUSTE:D ll'ITUI.I: NG'tfJ 29 LOT 31 CD !,; J. (;,)· - . . ........ _ .. , rt, -'1¥--'¼v LOT 37 40.2 1 39.6 1£ ENGINEER OF WORK ~~~ P'k•/4~ATE R.C.E. NO. -48670 EXP. 6/30/06 I I ~ I I ~ i,-(5·07 DATE INITIAL ENGINEER OF WOR FF-44.O' "As;-Btl/L T " co tu w I CJ) w w CJ) CNRN6c rl' ELEV. STKEET ELEY. REVISION DESCRIPTION NOTE: SEE SHEU 7 FOR AREA DRAINS D BEARING/DELTA 1 55'18'+2" 2 N 21'07'01" E J 89'0I 'J6" 4 59·25•19• 5 2706'20" 6 N 19'5J'2J" E: 7 N 19'5J'22" E: 8 J751'+9" 9 142°08'11• 10 N 19'5J'22" E 11 N 70'06'J8" W 12 N 64'22'17" W 1 5'57',f,J" 14 N 10·20•10• W 15 N 19'40'00" E 16 go·oo'oo" 17 N 70'20'00" W 18 B1'06'47" 19 N 19'40'00" E 2 N 70'20'00" W 21 N 19'40'00" E: 22 N 19'53'22" E: 2. N 70'06'38" W 24 N 19'53'22" E: 25 95"31 •49• 26 BJ'l4'J3" 2, N 21'07'01" E: 2• 55"18'42" DATE INITIAL DATE OTHER APPROVAL CITY APPROVAL 20 40 60 SCALE 1"=20' CURB DATA RADIUS LENGTH REMARKS 44.50' 42.96' 6" CURB . 21+.08' 6" CURB 20.00' JI.OB' 6" CURB 10.00' 10.Jl' 6" CURB 20.00' 9.46' 6" CURB 5.72' 6" CURB 5.72' 6" CURB 20.00' IJ.22' 6" CURB 1.00' 2.48' 6" CURB 16.88' 6" CURB 4.47' 6" CURB JO. I I' 6" CURB 5.50' 0.57' 6" CURB 178.59' 6" CURB 1J.50' 6" CURB 4.00' 6.28' 6" CURB 3.54' 6" CURB 5.00' 7.08' 6" TYPE: G Cd<G 1+.04' 6 • TYPE: G Cd<G 17+.70' 6" TYPE: G Cd<G 18.50' 6" TYPE: G C,t:G 18.50' 6" TYPE: G Cd<G B1.00' 6" TYPE: G Cd<G 16.+2' 6" CURB 2.00' 3.JJ' 6" TYPE: G Cd<G 19.00' 27.60' 6" TYPE: G Cd<G 150.98' 6" TYPE G CdcG 20.50' 19.79' 6" TYPE G Cd<G 7/2 0/2 8 DATE REVIEWED BY, IN~~4¢e¥ DATE PRECISE GRADING PLANS FOR: LA COSTA RESORT & SPA PHASE II CARLSBAD, CA APPROVED tJY . LLOYD 8. H~ ~c;4;'~EXP. r27J[lolJ 1 rU:/, DATE OWN BY: ___ _ CHKO BY: 6vf' RVWD BY: PROJECT NO. CT 03--01-02 DRAWING NO. 422-6C R:\0615\&Enq\Grodinq\061 SPG0S.dwof 2119lAuo-10-2005:08:57 ) 111405 0 :e (i) PLANNING ENQNEERING SURVEY1NG HUNSAKER & ASSOCIATES SAN DIEGO, INC. 10179 Huennek.ens Stteet San Diego, Ca 92121 Pt\(858)558-4500 · FX{858)558-1414 LO ~ w I en w w en LO ~ w I en w w en fXISTTNG BALLROOM ---- FF-44.O' r.o· 1 D I ; LOT '----D FF-45.O' BENCH MARK 'SUBDMS/ON B,OUNOARY s 1 FL • 50.9 1 CD ' ' .; ' ' " 'i !1 MATCH £XIS LOT 29 FF=47.O' A STREET CENTERUNE MONUMENT ON EL CAMINO REAL 0.88 MILES NORTHERLY FROM LA COSTA AVENUE. RECORD FROM: NORTH COUNTY VERTTCAL CONTROL ll4 TA. PAGE 184 ELEVATTON: 11.3.122 ADJUSTED DA TUM: NGVD 29 . ~-... -,r I :,.... _,/. .. 'rf,i ' I '.~7"-~ ..1./,..-~. - ~~/, &~ I 1 /j ,1~.11 .. / y· ' J -' I ENGINEER OF WORK ~~/)J;. RAYt.iol.MARTIN R.C.E. NO. 48670 EXP. 6/30/06 I I I d t; / / ( fr-- /45 ,, / / / ? .. , -s,.. .. -.. □ 1 2 J 4 5 6 7 8 9 10 11 12 1 14 15 16 I 1, 19 20 21 22 2.1 24 25 26 2 28 29 JO NOTE: SEE SHEET 8 FOR AREA DRAINS 20 0 20 40 60 SCALE 1 "-20' CURB DATA BfARING/DELTA RADIUS LENGTH RfllARKS N 79'1J'1J" W 21.16' 6" CURB 90'00'00" 4.00' 6.28' 6" CURB N 10'46'47" £ 1 J.50' 6" CURB N 79'1.J'IJ" W 11.65' 6" CURB N 76'"50'10" W 119.B0' 6" CURB N 1.3'09'.35" £ 13.48' 6" CURB 87'42'.31 • 4.00' 6.12' 6" CURB 20"JJ'J1 • 6.3.77' 22.BB' 6" CURB 110·1.3'55• J.00' 5.77' 6" CURB N 25'20'2J" W 15.7B' 6" CURB N 69'04'19" £ 27.0B' 6" CURB N 25"20'2.J" W 16.67' 6" CURB B5".35'19" 5.00' 7.47' 6" CURB N 69'04'19" E 16 • .32' 6" CURB N 69'49'05" £ .37.17' 6" TYPE G C&G .JJ"21 'OJ" 87.50' 50.9J' 6" TYPE G C&G N 76'"50'04" W J.85' 6" TYPE G C&G 90'00'21 • 5.00' 7.85' 6" CURB N 1J'09'J5" £ 15.00' 6" CURB N 76'"50'10" W 18.00' 6" TYPE G C&G N 13'09'.35" E 19.18' 6" CURB 1511'46'J4" 0 • .32' 0.88' 6" CURB N J4"2J'o1• E 18.12' 6" CURB N ITOJ'40" W 22.88' 6" CURB 157'46'45" 0 • .32' 0.89' 6" CURB N 1.J"09'J5" E 19.17' 6" CURB N 76'"50'10" W 68.00' 6" TYPE G C&G N 1.3'09'.35" E 14 . .32' 6" CURB 92"22'48" 4.00' 6.45' 6" CURB N 79'1.J'JJ" W 2J.80' 6" TYPE G C&G "AS BUILT" ~Y'A47fris> R~XP. &,/..3o //o DATE REVIEWED BY: t1 )~ INSPECTOR ~ ,9-0'.7-0B DATE PRECISE GRADING PLANS FOR: LA COSTA RESORT & SPA PHASE II CARL5BAD, CA APPROVED tJy . . LLOYD B. HUBBS 1---+------,f----------------+---+------,f---+---l C~~~ EXP. 12/31/05tJ/Cl'/-;fr._ ",45-BllllT " DATE INITIAL ENGINEER or WOR REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL R:\0615\&Eng\G,oding\0615PG06.dwg[ 2119)Aug-10-2005:08:58 PROJECT NO. er 03-01-02 DRAWING NO. 422-6C W.O NO 2503-01 BIN: • ' ; l 111405 I\) 0 :E (i) I ; ,, lo/·,,,,. ··· ;----------\-: .... , ....... ,. --;---~•./.,". \ j HUNSAKER & ASSOCIATES SAN DIEGO, INC. PLANNING '!0179 Huennekens Street ENGINEERING San Diego, Ca 92121 SURVEYING PH(BSB)SSB-4500· FX(656)558·1414 : /, : i /. ; 12r PYC WATER PER SHEET ' ·· ... ,QE,JMPROVEMENT RLAN;'f: Df\'G NO. 422-68 ' ' ' ._ -. ' 1: : I , • ,'_ "'/ r6R s.oi #1.),N ~ Pf?OflLE---i--,._ ,SEE; SHEETr,9 · , ' / ; I ';-i--ce ) ) ,/ "') 2' t ~~iWtfli~N----..., .,,,. I I I SEE SHEET 9 FOR STORM DRAIN PLAN AND PROFILE VIEW l ! I I 1) '' ' LYJT 35 7 d\ 41,.,. re 40, IE H'/ , .9 {$ r, . ,,f'' / ' ' 191. _j..,,. '.:; 41JJ TC J8.9 E EXISTING SEWER LINE TO BE REMOVED ' 12 • PVC WATER PER SHEET /1;,oF IMPROVEMENT PLANS , ,J( DWG NO. 422-68 ,; ( FOR S.D. PLAN &c PROFILE ---.-SEE SHEET 9 I I I I I I I I I I I BENCH MARK I I I I I I I A STREET CENTERLINE MONUMENT ON EL CAMINO REAL O. 88 MILES NORTHERLY FROM LA COSTA AVENUE. RECORD FROM: NORTH COUNTY VERnCAL CONTROL DATA, PAGE 184 ELEVATION: 11 J. 122 ADJUSTED OATUM: NGVD 29 lJ EXISnNG BALLROOM 2:/ ,-----000• I u .... / ' ' ..... , ""' / ' 4 ! ,...,s...~ < !2l====f81:~<~---------~---.:::...::i:::.:... ---.. , .. , 41,5 TG I --,;,~.r.·.--- 40.1 IE ~~"'- A//'r'' i"' ,;~~:ft-g·~\Zt'.'. "40,2 ,b¼ . ' ~ .. ,,.., /2''"'" ···~~ r···_ -·---~---~--·--:::Y·· ---. I l~J[[[; ----~---'I" ~I .. ,?f T l'" l'" 1011/,,f;- IYl1,f,_% ~.~~ 670 ·, g O·lO ~ $-' ~\_\\\)'{' ENGINEER OF WORK RA~~~~ (o/lfl/o/ A'lkl lf.:I\ ''.AS-8?/ll 7 " .r;l~/4., 5·{6·07 RLM I!:::, RPP INLE7 DATE INITIAL DATE REVISION DESCRIPTION R.C.E. NO. 4B670 EXP. 6/30/06 ENGINEER or WOR NOTE: SEE SHEET 5 FOR PRECISE GRADING 0 20 40 60 SCALE 1 "= 20' AREA DRAIN DATA AREA DRAIN DATA 0 LENGTH SLOPE REMARKS 0 LENGTH SLOPE REMARKS 1 7.10' 1.0% 12" PVC 30 20.98' 1.0% 10" PVC 2 20.11' 1.0% 12" PVC 31 15.05' 1.0% 10" PVC 3 J7.05' 1.0% 12" PVC 32 16.96' 1.0% 10" PVC 4 37.54' 1.0% 12" PVC 33 42.56' 1.0% 10" PVC 5 17.85' 1.0% 4• PVC 34 20.92' 1.0% 4• PVC 8 19.48' 1.0% 12" PVC 35 30.37' 1.0% 10" PVC 7 17.29' 1.0% 10" PVC 38 24.76' 1.0% 10" PVC 8 23.98' 1.0% 10" PVC 37 41.99' 1.0% 10" PVC 9 21.75' 1.0% 10" PVC 38 20.58' 1.0% 10" PVC 10 8.92' 1.0% 10" PVC 39 20.39' 1.0% 10" PVC 11 10.83' 1.0% 10" PVC 40 37.54' 1.0% 10" PVC 12 10.73' 1.0% 10" PVC 41 37.05' 1.0% 10" PVC 13 14.95' 1.0% 10" PVC 42 35.JJ' 1.0% 12" PVC 14 20.59' 1.0% 10" PVC 43 15.35' 1.0% 6" PVC 15 11.85' 1.0% 10" PVC 44 30.82' 1.0% 6" PVC 16 17.75' 1.0% 10" PVC 45 27.66' 1.1% 6" PVC 17 17.80' 1.0% 10" PVC 46 21.85' 1.4% 6" PVC 18 12.78' 1.0% 10" PVC 47 31.51' 1.0% 6" PVC 19 11.25' 1.0% 4• PVC 48 16.92' 3.0% 4• PVC 20 9.24' 1.0% 10" PVC 49 10.94' 1.0% 4• PVC 21 25.47' 1.0% 10" PVC 50 10.64' 1.0% 4• PVC 22 14.90' 1.0% 10" PVC 51 14.36' 1.0% 4• PVC 23 9.49' 1.0% 6' PVC 52 7.49' 1.0% 4• PVC 24 8.59' 1.0% 4• PVC 53 12.06' 1.0% 4• PVC 25 46.18' 1.0% 4• PVC 54 31.43' 1.0% 10" PVC 26 1 o. 1 1' 5.9% 4• PVC 55 35.32' 1.1% 4• PVC 27 33.21' 7.8% 4• PVC 56 19.81' 1.0% 4• PVC 28 25.61' 1.0% 10" PVC 57 10.76' 1.0% 4• PVC 29 9.27' 1.0% 4• PVC 58 81.24' 1.0% 4• PVC PVC PIPE SHALL BE SDR-35 OR EQUIVALENT 59 60 48.29' 1.0% 4• PVC 41.8.3' 1.0% 4" PVC ., J<J'ft./(. ) DATE INITIAL DATE IU1T1AL OTHER APPROVAL CITY APPROVAL I SH~ET I 61 41.97' 1.0% 4• PVC PVC PIPE SHALL BE SDR-35 OR EQUIVALENT "AS BUILT" ~z(&J: 7h.Q/M RC ¥8070 EXP. 6/30/IO DATE REVIEWED BY: U ) Jt.,;.,,,,,,. __ t _oft.a;¥' 6-o"? .. o!3 DATE INSPECTOR LEJ CITY OF CARLSBAD ENGINEERING DEPARTMENT 2 AREA DRAIN PLAN FOR: LA COSTA RESORT & SPA PHASE II CARLSBAD, CA APPROVED dY , . LLOYD B. HUBBS /4 e:_ 'o/-w;.~ -8.~/o:5 CITY ENGINEE!l RCE 23 89 EXP.12Z31L,05 " DATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: r-1,1p CT 03-01-02 422-6C RVWD BY: ><v-- R:\0615\&Eng\Grading\0615PG07.dwg[ 2119]Aug-10-2005:09:00 W.0 NO 2503-01 BIN : 0 '-I i 0 ,I:::. ' -I\) ...... I\) I\) I 0- () PLANNING ENGINEERING SURVEYING EXISTING BALLROOM ----·---~--.. ,., __ _ ·-····-···--"''' -·····=····- -,~~-~ )F ~ l'-- 1-w w I (f) w w (f) HUNSAKER 1..0· & ASSOCIATES i! SAN DIEGO, INC. -io·179 Huennekens Street San Diego, Ca 9212·1 PH(858)S58·4S00· FX(6S6)S58'1414 42.5 IE 52.J {;,;, 51.9 IE ·4 D-25 CURB OUTLET PER SHEET 6 ·· 50,9-FL ..... ~···--·-'.\ ~---\.?'q_ ' ··••" -"i YJ.B re 0.3 E BENCH MARK 51,0 /(,; 49.9 IE 44.3 !%; 40.6 E A STREET CENTERLINE MONUMENT ON EL CAMINO REAL 0. 88 MILES NORTHERLY FROM LA COSTA AVENUE. RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA, PAGE.: .184 ELEVATION: 113. 122 ADJUSTED DATUM: NGVD 29 0 I ENGINEER OF WORK ..,~,t/hL R.C.E. NO. 48670 EXP, 6/30/06 / I / / NOT[: S[[ SHEET 6 FOR PRECISE GRADING 0 20 40 60 ----1 ____ ~1 SCALE 1 "-20' AREA DRAIN DATA 0 LENGTH SLOPE REMARKS 1 27,91' 1.0% 10" PVC 2 20.31' 1.0% 10• PVC 3 9.35' 1.0% 4" PVC 4 16.05' 1.0% 10" PVC 5 13.50' 1.0% 4• PVC 6 16.55' 1.0% 8" PVC 7 14.21' 1.0% a• PVC 8 12.21' 1.0% 8" PVC 9 13.80' 1.0% a• PVC 10 17.54' 1.0% a• PVC 11 23.77' 1.0% a• PVC 12 19.52' 1.0% a• PVC 13 9.85' 1.0% 8" PVC 14 14.91' 1.0% a• PVC 15 12.97' 1.0% 8" PVC 16 16.45' 1.0% 8" PVC 17 13.66' 1.5% 8" PVC 18 12.07' 1.7% 8" PVC 19 7.51' 12.0% 4" PVC 20 19.94' 11.5% 4" PVC 21 12.26' 1.6% 8" PVC 22 26.66' 1.1% 4" PVC 23 8,63' 1.2% 8" PVC 24 6.82' 1.5% 8" PVC 25 7.85' 1.3% 8" PVC 26 21.82' 1.4% 8" PVC 27 13.07' 1.5% 8" PVC 28 9.56' 2.1% 8" PVC 29 25.43' 10.6% 4• PVC JO 16.29' 11.7% 8" PVC 31 12.58' 4.8% 4• PVC 32 22.93' 1.3% 4• PVC JJ 8.28' 2.4% 4" PVC 34 20.09' 1.0% 4• PVC 35 25.43' 2.8% 8" PVC 36 34.71' 2.0% 8" PVC 37 13.25' 3.8% 6" PVC 38 18.92' 1.1% 6" PVC 39 13.04' 1.5% 4" PVC 40 21.16' 3.3% 6" PVC 41 13.97' 1.4% 6" PVC 42 4.86' 2.1% 6" PVC 43 9.69' 4.1% 6" PVC 44 37.JO' 1.9% 6" PVC 45 15.62' 1.3% 6" PVC 46 23.75' J.4% 6" PVC 47 4.89' 2.0% 4" PVC 48 21.75' 1.4% 4" PVC 49 8.70' 1.1% 4" PVC 50 53.13' 3.0% 4" PVC PVC PIPE SHALL BE SDR-35 OR EQUIVALENT AREA DRAIN DATA 0 LENGTH SLOPE REMARKS 51 30.58' 1.1% 4" PVC 52 36.71' 11.2% 4• PVC 53 19.42' 1.0% 4• PVC 54 43.90' 1.0% 1 o• PVC 55 27.01' 1.0% 10• PVC 56 14.78' 6.8% a• PVC 57 10.51' 1.0% 8" PVC 58 9.77' 1.0% 4• PVC 59 15.93' 1.0% 8" PVC 60 8.14' 1.0% 8" PVC 61 20.98' 1.0% 6" PVC 62 33.22' 1.0% 6" PVC 63 12. 77' 1.0% 6" PVC 64 13.53' 1.0% 6" PVC 65 15.47' 1.0% 6" PVC 66 16.09' 1.0% 6" PVC 67 15.96' 1.0% 6" PVC 68 13.89' 1.0% 6' PVC 69 20.12' 1.0% 6" PVC 70 13.74' 1.0% 6" PVC 71 16.44' 1.0% 6" PVC 72 11.96' 1.0% 6" PVC 73 29.07' 1.0% 4" PVC 74 19.84' 1.0% 4" PVC 75 14.94' 1.0% 4" PVC 76 44.86' 1.0% 4" PVC 77 10.93' 1.0% 4" PVC 78 23.36' 1.0% 4" PVC 79 9.98' 1.0% 8" PVC 80 10.53' 1.0% 8" PVC 81 12.07' 1.0% 8" PVC 82 5.39' 1.0% 4" PVC BJ 8.11' 1.0% 4• PVC 84 45.50' 1.0% 4• PVC 85 7.84' 1.0% 4• PVC 86 55.74' 1.0% 8' PVC 87 7.68' 1.0% 4• PVC 88 17.93' 1.0% 8" PVC 89 15.30' 1.0% 4• PVC 90 6.96' 1.0% 8' PVC 91 40.77' 1.0% 6' PVC 92 17.26' 1.0% 4• PVC 93 28.62' 1.0% 6' PVC 94 34.90' 1.0% 4• PVC 95 40.63' 1.0% 4• PVC PVC PIPE SHALL BE SDR-35 OR EQUIVALENT "AS BUILT" £:£!:112~}:_ Pj,,.c,.,~ _J_t_o/__~ RC o/:8h70 REVIEWED BY: Lu~~ INSPECTOR DATE 8··6'?-0$ DATE 1---1----+-----------+---+---+--+-----1 I sH~ET I .c_1_rY_o_F_c_A_R_L_s_s~A_D_ _ ENGINEERING DEPARTMENT f;)<:/4 s l-"0q,'./-'-'JJ.=z,~Rcc'-o-:.+1'.':.-'-.-µ12"'-'-__,"A':rc'_s_,-/3=U"--l-""l-'-T_'_' ----------l-----l-----l-----1------l DATE DATE INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENGINEER OF WOR AREA DRAIN PLAN FOR: LACOSTA RESORT & SPA PHASE II CARLSBAD, CA APPROVED t9 y' . . LLOYD B. HYB.8c,S ff_ ~~ ...s/~<i,-a. CITY ENGINEEif RCE 23" ~EXP.12/:51/05 r DATE PROJECT NO. CT 03-01-02 DRAWING NO. 422-6C R:\0615\&Eng\Grading\0615PG08.dwg[ 2119]Aug-10-2005:09:00 W.O NO 250:5-01 BIN : 00 0 -.... I\) C, :E (i) .a:::.. I\) I\) I 0- () J t: ~ _l_ -I-4 ___L + +-l -1- l + 40- +-+-I t -+ 37- 1 I I ~+ T 40.L 1,V DV 10+00.QQ SD UNE ';I" TYPE A-4 CO CONNECT TO D!ISnNG SD PER DWG 402-28 ------ HUNSAKER & ASSOCIATES SA.t. DIEGO, INC PLANNING ENGINEERING SURVEYING 10179 Huemekem Street San Diego, Ca 92121 PH(858)558-4500 · FX(858)558-1414 r I J + l I r ..... I ' ' -t- i I I --+ -: --t 1 + ' -+-I -+ l t l I l 1 [ , 1 I i I ( f ~ . .. . .. . . . HQL ---L t 4 . ' -+-1 j 1 I I T ----,- + I i I . , . I I. ! + --+-,- ' I I ~34--1 I .;.c.._j..C t t t I ~ I I ! I f -f I ' I ' I ++...., : ,.-1- ~4·1 r i I I l i I ' i t ±--±7--+-' +--r--+- I 5• Pvq' ,ii.JI!. .~c:ii oJ..,/4,i-~ I .Jc. i I oroo-llzo, c: , v100-n.2 FPs @73:5 1 1 I ' f -i, ' ' i---;---'+-'+- ' ' ' ' -+-+--+-+---+---+==cf---t--c+-cc•i E; . ........ ·--,..,- I Ji ' ' T + r 11:. -31 1 j 1 .i l -=y-+1-+ .. -cc!. +-+---,,-_ ----,--+-+, ---t---Sf--,-I ·r _; ' l T--i I •-..:...::..:.:..-1 . ' ' +~·tc-i=~-- ,! I - PROFILE SCALES , ' 't ·_··. i ·.. . ' .. ' + -1-I , ; ---+---+---+---+---+''='·+-+'---+'-+~+-+--c+--+-+.c+--+-' cc+ . ··1 . I , + • . 151/01/?M E). i. , . · .•. .,· +-+-+-+-+--. , .. I t 1----ftflf.'.. rpQ/l/1711£ '!C"' '-+= 1--l t7 ~ l--t f + T +--,. + t l I I ! f .. 1++~...i=+ ' . . t _I.'/ h--~t=:H=t=+±-cj'=-f'+-+l=++-1 HORIZ, : 1 "=20' SJYl/f&MBLN...l!K.11.EltEL<D , , ! I A STRITT CENTERLINE MONUMENT ON EL CAMINO REAL 0.88 MILES NORTHERLY FROM LA COSTA Ai/£NUE. RECORD FROM: NORTH COUNTY VERTICAL CONTROL ll4TA, PAGE 184 ELEVAnON: 113.122 ADJUSTED ll4TUM: NGVD 29 STORM DRAIN DATA REVIEWED BY: w~ INSPECTOR 20 0 VERT. : 1 "=4' 20 40 60 SCALE 1 "= 20' 1 4 TON RIP RAP PE7?o:-4b,------·-·- U S W-15.0, D S W=18.0 L-12.0', T=5.4' ALTER BLANKET: UPPER LAYER: 3/4" CRUSHED ROCK T=1_0 , LOWER LAYER: SAND 16+93.56 SO LINE ';I" TYPE D-34 HEADWALL -¢-· -:---=---:::...:~16+58.63 SD PCC STORM DRAIN PROFILES FOR: LA COSTA RESORT & SPA PHASE II CARLSBAD, CA ~ lE._J R:\0615\&Eng\Gcodlng\0615PG09.dwg[ 2119]Aug-10-2005:09:00 W.O NO 2503-01 BIN : ) 111405 PLANNING ENGINEERING SURVEYING --SUBDIVISION~ BOUNDARY ----.----- --------------------------"----------------____ _. ___ ----------- ---------,_--------------~ SUBDIVISION BOUNDARY I I I I I HUNSAKER & ASSOCIATES SAN DIEGO, INC 10179 Huennekens Street San Diego, Ca 92121 PH(656)558-4500 · FX(BSB)SSB-14"14 N69'57'39''W 51.04' LOT 35 jg c;; "' 7.46' c:i -,,. 3' "' ' r--: ~.80' 12.62' ~ --~"' " . ~ ~ \_ 8.00 oi 8.33 4.50 J, ~ "' 6.50 9.59' 1--. ;] • <o 0 c;; I'-,, 6.99' ~ ~,,, 0.67!__ ..... 0.704 ACRES 29.33' ,67' ;{ <o c;; :;J oi 17.08' 7.28 1--. <o c;; 9.33' BENCH MARK 2 .67 "-<o c;; N70'20'00''W 106.55' LOT 36 0.904 ACRES • 7.29 1--. <o c;; A STREET CENTERLINE MONUMENT ON EL CAMINO REAL 0.88 MILES NORTHERLY FROM LA COSTA AVENUE. RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA, PAGE 184 ELEVATION: 113. 122 ADJUSTED DATUM: NGVD 29 N70'21 '06"W 42.50' LOT 32 20,61' 0.416 ACRES N70'19 44 29.86 2.48' 21.50' / N70'20'00"W 45.67' ----~ N70'19'44"W ~-_:===.::...=:_:_----,\'.:] \'.:] 24.19' bb • 00 ~ ~~ r-.: oi 19.00 L ____________ _::N::_7.:.0'.:,:19:__'3::.1.:."::.W_1~3,:_9·:,:4.:_1 •-------------;--;::::;-:;~~;.---1.29' 1. 00,._/"o, LOT 31 0.564 ACRES a "' 10.01' ;-_rr;,-,-,;.\,--"'N'-702';;:183'7'19,_"c.W~:B ~0.67' 24,37, ., r._,j t<i Lt) LOT 34 0.257 ACRES N10·2o·oo'W 36,00' 0, r--: .55 ~ <"i '--,-,"'""',,.,-v---o. 68 • N64'37'01 "E 10.36' ~ 23.98' c.."~· 1=3,~11=-'J,12.99 10,99 ~ "' ,'-" c-,.j C) ~ .o "' 0 "' .,. r--: N10·2o·oo·w 78.oo· &, "' ,, 0 LOT 37 2.988 ACRES 20 0 20 40 -'----- SCALE J:' ~ 20' ' • 6.64' 60 .,. to~ "' 20.74 3.14 2. 0.67-'---.._ - ill 0.67' 14.35 LOT 33 0.955 ACRES N69'59'53"W 93.18' ENGINEER OF WORK ~ c;; 11.09 g r--: 0.67' 14 7 ' g oj 1--. -"' 13.20 i2 ci "' 4.93 1.83 13.30' g "'--,1'3."'2o;;r--<ci 18.36' . -0 r--: "' ci 1.83' 9.62 N10·2o·oo·w 81.19• LOT 29 0.366 ACRES 9.25' Q ' 0 0, 6 7-----.._ '<i jg ci ill c;; 0.65•-· --i,-~1~1.~8~4,-" '1 oi 11.92 ~-"""-2.06' O)B,7}... <o <o cci c::j ~ ~ 0 R ~ ~ ,\N10·1a·o1"w~ 1-<i o-; );; 0.67"~ 74.77 13.96' -12 11 .>---1.01' . 10.00' ~ .. , ~ 0.67!, 10.00' ::J 0.67' "1 ~ ~ ""--=-'<a 13.17 0.67' 0.67' .~ N70'20'00"W 39.88' " ~;)-.!!!.~!.!!!:!...!!...~~--'ii:=""-' 0.67!........_ (0 1.0 ci LOT 30 0.278 ACRES 18.28' N70'20'00''W 25.21' 20.50' 11.21' .- N70'20'00''W 17.38' 8.08 1il :,j }U _g 0 ;<- 0, ,, 7.58' --------2, 9 2 ' 2.17' \...___ 4_ 5 0 ' RC _f807D REVIEWED BY: "AS BUILT" ~4bL-7/40~(! , EXP. &/30/10 DATE w~L FY-c,-1--0 <e, DATE INSPECTOR ~ CITY OF CARLSBAD ~ 1-------1------1------------------+-------ir-7-----t--, ~~==o=='---'====E=N:::G:::IN:::E:::E:::R:::IN:::G:::::::D:::EP=A:::R:::T:::M:::EN=T===::'.~~==2== HORIZONTAL CONTROL FOR: LA COSTA RESORT & SPA PHASE II CARLSBAD, CA APPROVED dY LLOYD B. HUBBS ~~~~=a;~~~~·~~"---~~=~k~S RAY' ND L. MARTIN crrYENGINEeR RCE Z3889 EXP.12/31/0tr· ,, DATE L ~ /k--c-,-+--:---+-;c----;;-:---::--;c;--;-:-:-:---:;c-,,-------+-------t----t-1-1~=========~:-".='======-~---=---=--=---=~~~ ~tl~p_""'-,:L____:,~,;:___:/J.·,,/Jl.~-~cu£--~:::::'----~I(', /Oj'()£_ 0/11?/QB_ l!Yl ft:, /'Ag-13,IAIL. T" DWN BY:____ PROJECT NO. DRAWING NO. ,~ DATE DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: CT 03-01-02 422-6C R.C .. NO. 48670 EXP. 6/30/06 ENGINEER OF WOR REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:_ R:\0615\&Eng\Grading\0615PG1 0.dwg[ 2119]Jul-19-2005: 17:20 W.O NO 2503-01 .... 0 0 -.... \ / \ EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JIM WAPLES AT C760) 929-6360 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIME$ 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: ENGINEER/NG 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 S. 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. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PR£V£NT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. . 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 6, 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%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL, 10, ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) . PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE: EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. 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 SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FfET OR MORE: IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN Hf/GHT. 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 OA YS 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 IMM[D/ATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH TH/r FOLLOWING CRITERIA: · I. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET JN HEIGHT SHALL BE IRRIGATED E/Y HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN B 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; I SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM, J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: I. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs, PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FfSCUE c. J lbs. PER ACRE OF E SCHOOL CIA CAL/FORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA a, J lbs. PER ACRE OF AL YSSIJM (CARPET OF SNOW) f. I /2 lb. PE:R ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM E:ITHE:R A Pl.,IE/LIC STREET OR RES/Df:NT/AL STRl.,ICTURES, h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. 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. ]. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRUION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL, J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15.f SULPHUR Af PLIED AT THE RATE OF 500 lbs, PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF; a. TRACK WALKING SLOPES STEEPER THAN 6: I b. HARROWING AREAS 6: I OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITION/NG THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERf: HYDROSEEOING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLUED AND ALL BONDS RELEASED. ---------------- 50' MIN. 12• MIN. 2 • MINUS ROCK PROFILE EXISTING GROUND _l__ 30'MIN. T PLAN STEEL SHAKER PLATES/RUMBLE RACKS 20' MIN. RADIUS FENCE:/aARRIER TO RESTRICT · TRAFFIC TO CONSTRUCT/ON ENTRANCE PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF-WAY OF-WAY FILTER FABRIC ! PUBLIC RIGHT-OF-WAY I STABILIZED CONSTRUCTION ENTRANCE PER CALIFORNIA STORMWATER BMP DWG. TC-I GRAVEL BAGS OVERLAP ONTO CUR/J --------____ __.r // _____ ., / .//// RUNOFF GAP BETWEEN /JAGS ACTS AS SPILLWAY J FT (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENOS OVERLAPPED GRAVEL BAGS I. SIT POSTS AND [XCAVA TE A 4 BY 4 IN (10 BY 10 CM) TRENCH I./PSLOP£ FROM ANO ALONG THE LINE OF POSTS. -----~ -~ ✓--:,....- ~--4 J. ATTACH THE FILTER FABRIC TO THE WIR[ FENCi'. AND [XTENO IT INTO THE TRENCH. 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4, 8ACKFILL ANO COMPACT THE EXCAVATED SOIL. SILT FENCE GRAVEL FILTER .,. ... ,, , ... , ... ,,,,, ..... " ................... ........... ...... . .•• F''·' RUNOFF ,, , ill _ -WIRE SCREEN FILTERED WATER WATER WITH -=;= I I • SEDIMENT ..,, ~ --DROP INLET WITH GRATE • SEDIM[NT ~~CONCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN ' /Nr;-.., I 8'(MJN.) SPAC rOR VEHICLI: ACCESS SWALE ~nn• UAV (SEE TABLE BELOW} -!:ENTERLINE I ~ a/ A- ~ ~ DIRECTION OF' > STREET Fl.OW ~ - I ~ (;i.,\\l'El. Wa 7. BAGS (TYP.) 5:f ROADBED WIDTH ~ ~! ig ~1 --~ ,,.--CEN TERUNE ~fl MIN.) SPACING FOR 1C(£ ACCESS X SWALE ~ ,-A PLAN NO SCALE I ONE BAG MIN, GRAVEL BAGS (TYP.) ' f '7f5IE~LF~u8/;[g SECTION A-A NO SCALE STREET SLOPE INTERVAL LESS THAN 2:f 200' 2:f TO 4:f 100' 4:f TO 10:f 5D' MORE THAN 1 o:r 25' NOTE: PROVIDE VELOCITY REDUCER IN ALL UNPAVED STRtETS AT THE INTERVALS IND/CA TEO ABOI-!:. SAND BAG VELOCITY REDUCER NO SCALE \ STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS \ (f.2m) · \. ~ ADJACENT ROLLS SHALL \ TIGHn. Y ABUT SPACING Dl;PENDS ON SOil TYPE AND SLOPE STEEPNESS /. SEDIMENT, ORGANIC MATTER, ANO NATlVE SEEDS ARE CAPTUREO BEHIND THE ROLLS. NOTE: I. STRAW ROLL INSTALLATION REQUIRES THE PLACEMENT ANO SECURE STAKING OF THE RO A TRENCH, 3"-5" (15-l25mm) DEEP, DUG CONTOUR. RUNOFF MU;IT,.NOT BE ALLOWED t.L IN ON TO RUN UNDER OR AROUND ROLL. . / -;:!"'.',-·· .. FIBER ROLL . , NOT TO S CALE . 3"-5" (15-l25mm) I" X !" STAKE (25 x 25mm) NOT TO SCALE ENGINEER OF WORK LJ z .... -' "' a SC-6 w w z .... ... -' -' 4: □ > > I-. .. .... IX tr. MIN, (ROUGH GRADE) w □ I- !I ffi1 a.. 151 □ "' I-0.. SLOPE SEE CITY STD. DWG. GS-14 EBM ss- A (. SECTION 'A-A' ~~-RIGHT OF 1,/AY 00 LDT LINE 2•1 S OPE 1>00 aoo 20' MIN, SEE NOTE 2 ·--sc-a lPADl FIBER ROLL d " ~ cl " ~ cl " ~ cl SEE NOTE !f 0 PLAN QI 0 0 g 0 0 0 0 0 l.,J 0 fl. 0 9 Q "' 0 -o . 1\1 0 0 0 0 0 0 0 0 0 0 NOTES, 1. USE SS-2, SS-J, SS-4, SS-5, OR SS-7 AS APPROVED BY INSPECTOR. 2, SEDIMENT TRAP, W' 4° PVC OUTI..ET, 1' HIGH t J' WIDE OVERFLOW ONTO SS-7 W/ ONE ROW OF GRAVEL BAGS ALONG EDGE Of' SPILLWAY. TOP OF TRAP 6" ABOVE OVERFLOW. MIN. SIZE 10'x20' EOW SHALL DESIGN FOR PADS OVER 7,500 S.F. TYPICAL STABILIZED ROUGH PAD NOT TO SCALE A 2 .. _/e:Y/2 _f. 1-/;"/4J-~/l~~,k'L/11 121. ''AS-BUil., 1 ' DATE INITIAL DATE INITIAL / • DATE R' ~NO L MARTIN REVISION DESCRIPTION R].E, NO, 48670 EXP, 6/30/08 ENGINEER Of WORt OTHER APPROVAL ,,..~. -,,.-~.,....,-... r:~.~. ---,. LEGEND DESCRIPTION QUANTITY SYMBOL STABILIZED CONSTRUCTION ENTRANCE 1 EA SILT FENCE 1770 LP' ~ : UNLlNED SWALE & BERM D-75 LINED BROW DITCH PER SHT.1 =;) =;>c::p ,. i -.......... j BLOCK-SCREEN-GRAVEL SILT BASIN LIMITS OF CLEARING & GRADING GRAVEL BAGS 200 EA. t i ' ' PUNCHED STRAW LOG CHECK DAY GRAVEL CHECK DAY RIPRAP FIBER MATTING AREA LIT:J 1 PER SDRSD D-40 6,200 S.F. ... + + + + +' " + + t +-+ + t ; + + + + + +-; t-+t+++,t-; PLANNING 101111 Huemek.,. 5treo! ENGINEERING San DieiO, Ca 92121 SURVEYING PH(858)558~S00· FX(858)551!·141♦ ( , l ' .. "AS BUILT" : . :J? "? ' 'X /J -,/__ ·_7/4~ -• RV:i-e~zo EXP. t,,,L3 (J Li.a DATE . ! : REVIEWED BY: , ' . (v,~1: . I r:,,,A ' ~-o'J~s;; • INSPECTOR ' /J DATE ;. i . ' Lill1 CITY Of' CARLSBAD . ENGINEERING DEPARTMENT . EROSION CONTROL PLAN FOR: ' I IA COSTA RESORT & SPA , ' PHASE II , • CARLSBAD, CA I APPROVED (j'f'. ,-, , . LLOYD ~!'u:, ~~--;,rd t-e---~ CITY ENGINEER ficE 238' ~P. 12ZJ 1L05" ' DATI . ' OWN BY: PROJECT NO, DRAWING Nq_ DATE INITIAL CHKD BY: ,;~ CT 03-01-02 422-6C I ,1'.J CITY APPROVAL RVWD BY: ' °,_" i ~ ..... (i) ..... 0 ~ -..... "' I ! t , ' i 0,. () } i J, "- ~ : I ! ' BENCH MARK A STREU CENIF:RL/Nf. MONUMENr ON EL CAMINO REAL 0. 88 MILES NORTHERLY FROM LA COSTA AVENUE. RECORO FROM: NORTH COUNTY VERTICAL CONTROL OATA, PAGE 184 ELEVATION: 11 J. 122 AOJUSTEO DATUM: NGVO 29 HUNSAKER & ASSOCIATES SAN DIECO. INC Pl.ANNING 10179 Huennekens Street· ENGINEERINC: SlJl Diego, Ca 92121 SURVEYING PH(BSB)SSB-4500· FX(BSB)SS6·1414 -- 6J' 6J' ij I I I I I I I I I I I s1Lr Ft:Ncf. I firl,-J..f!llo-:lJ":.,. ... _,..-... -------------.,. ----.-,.., ---,---- 0 I 0 ' 0 '~ . ' ' ' 0 ' ~ . ' 0 ' ' 0 ; " ' ' 0 'I 0 . :~ 0 0 0 0 0 0 0 0 0 0 0 0 0 .. . ' . ; • '' ' ----'ili --------------- .. k "° 'r ' ' ' ' ' • ' ' ' '-.__SILT FENCE ----~!--------~ ------ , .. , _/ CONSTRUCTION--t:NTRANC/i. ♦1 -- ---- ' ·-------------------------------, ' ' ' ' ' ' ' ' I --....--ii: : _________ #' ___________ _ , , ENGINEER A:01/ WORK l .# ·'//4'' R OND I.. MARTIN R.C.E, NO. 48670 EXP. S/30/08 DATE I I I DATE INITIAL ENGINEER Of W0R 40 0 40 80 120 SCALE 1 •= 40' REVIEWED BY: ~ ,., INSPECTORM . ' , I .'i . SHEEISi 12;: :~ [ EROSION CONTROL Pl.AN FOR: IA COSTA RESORT & SPA PHASE II CARI.SBAD, CA PROJ~CT N9, CT 03-01-02 DRAWING NO > I 422-6C· i ;; ' " ' R:\0615\&En9\Grading\0615PG12.dwg[ 2119]Auo-10-2005:09:0J W.O NO 250J+Qt ' ' I • i. - ! '; Ii. j ' ' ' I; [im~1-\ \ ,,\~OS \ \ ___ --- ' . . ,· '• - ' I ' I, 'i• I I' :, ' i: l ;' 11 T I'. 0 -~ N 0 ~ -I\) -N I\) °' ' ; I () '' ~- R/N , ' I ;ll■~l■IIIIII ti( ·I• I