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Home My WebLink AboutDWG 403-3B; SDP 01-05; CALAVERA HILLS VILLAGE Y; 01-16GRADING NOTES (IN ADDITION TO THE RE(IUIREMfNTS OF CHAPTER 15. 16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHfR Pf.ANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF Pl.ANS. 2. APPROVAL OF THIS Pf.AN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMfNTS LISTED HEREON AS THEY Mo\Y PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHfN NON-CONFORW.NCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONS/BlLITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE OF INSURAMCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF 11,000,000.00 FOR' EACH OCCURRENCE OF LIABILITY. Ifii WSIJRANC[ COMPANY WRITING THE P~Ufffa~TkHA~ 4 ff!U%b OF ~ AND A SIZE CATEGORY OF CLASS V A_ __I, __ _f[J _ES • __ RATING GWDE. 5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUil.DiNG DEPARTMfNT. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER Al'PROPRIA TE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY [NG/NEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VAUD GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE W.DE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHffi OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHAl.L BECOME THE PROPfRTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE 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 MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMM-\RY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 1J. 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 DF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF Ai'PUED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE " EARTHWORK SPEC/FIGATIONS • ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECDNSTRUCTIQN MEETING SHALL 8£ Hfl,D AT THE S/Tf PRIOR TO THE BfGINNING OF WORK AJIJ12.. SHALL Bf ATTfNDED BY ALL REffl[SENTATTVES RESPONSl8l,E FOR CONSTRUCTION, INSPECTION, S/JPfRVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK, THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (760) 4JB-J891 AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTO,R AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN EPR PRECQl{STRUCT10II MEITING WILL 8f ~ ~ Ji ENGINEERING 24 HOUR INSPECnQN REQUfST UN£ AT '.if ~'CT/ON REQUESTS MUST BE R£CEIV£D PRIOR TO 2:00 eM, Y }'oi[-lf INSPfCT/ON IS NffDED. INSPE'CTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. Rf'QUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH Tl-IE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AAD SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABDR CODE SECTION 6705 BY SUBMlmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FN£ FEET (5 ') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TH£ PLAN VARIES FRQM TH£ SHORING SY5TfM STANDARDS ESTABLJSHEll 8Y TH£ CQNSTRUCnQN SAmY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE COD£ THE PLAN SHALL Bf ffl[PARED 8Y A RfGISTERED ENG/NfER AT THE CONTRACTORS fXPENSE, A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VAUD BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF Tl-IE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCQ\fRfD WITHIN ANY WORK ARfA DURING CONSTRUCnQN, QPfRATTQNS WILl C£AS[ IM/,fEDIATfLY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE r/AS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON Tl-IE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARWRE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT Sr/ALL BE LIMITED TO THE PERIOD BETWEEN 7:00 AM. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTl-lMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF SITE HAUL ROUTES SHALL BE SUBI.IITT£D BY TH£ CONTRACTOR TO TH£ CITY fNGINEER FOR APPROVAL IWQ FULL WORKING DAYS PRIOR TO BEGINNING OF ..lfOfill'. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE W.TERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH£ CONTRACTOR SHALL BE RESPONSIBLE' FOR ANY DfBRIS QR DAMAGE OCCURRING ALONG TH£ HAUL ROUTES OR ADJACENT STREITS AS A RESULT OF THE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY WITl-1/N THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE Pl.AN. 24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONDING OF WATER IS NOT PfRMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL Pl.ANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILJZED, PLANTED AND/OR I-IYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN J:ACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED B'r' THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. J90-BL, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE: OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-·LOAD OF 1,JSO. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC W.Y BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 Fffi AND BACKFILLED WITH J/ 4 • ROCK PER SDRSD S-4 TYPE "C-AND PIPE MEETS ASTM STANDARD JOJ4 FOR SDR JS SOLID WAU PIPE. J1. WHF.RE 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 REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE sumCIENTL y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING Pl.ANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. JJ. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SIT BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-41 JJ SDG&E 1-800-660-7J4J PACIFIC BELL 1-800-892-012J ADELPHIA CABLEVISION (760) 438-7741 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760) 434-2980 CITY OF CARLSBAD (SEWER, WATER & (760) 438-2722 RECLAIMED WATER) J4. PERMIT COMPLIANCE REQUIREMENTS: A. fOR CONTROLLED GRADING-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GNE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS { 15. 16. 120 A.Bf CARLSBAD MUNICIPAL CODE. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A. 10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEER/NG DtPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND AW SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. J5. UNI_ESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE ( 1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS Mo\Y BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. J6. THE SOILS REPORT TITLED, "UPDATE OF GEOTECHNICAL REPORT, CALAVERA Hit.LS, VILLAGE 'Y~ CITY OF CARLSBAD, CALIFORNIA, • PREPARm BY GEOSOILS, INC. DATED OCTOBER 20, 1999 SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINm IN SAID SOILS REPORT. ~ROJECT LOCATION ASS£SSORS PARC£L NUMB£RS, PORTION OF 168-040-29 8 /68-050-27 SOURCE OF TOPOGRAPHY SAN-LO AERIAL SURVEYS DATED JANUARY 11, 1999. BEFERENCE DRAWINGS 403-3 309-9 309-9A 403-3A UTILITY PLAN fMPROVEMENT PLAN FOR COLLEGE BLVD MASS GRADING PLAN ROUGH GRADING PLAN OWNERS / PERMITTEES CAI.AVERA HILLS II, LLC 2727 HOOVER AVENUE NATIONAL CITY, C4 91950 (619) JJ6-J67J .I,Er.4.L DESCRIPTION THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF SAN DIEGO. AND IS DESCRIBED AS FOLLOWS, PARCELS I AND 2 OR PARCEL MAP NO. 19252 BASIS OF BEARINGS THE BASIS OF B£ARINGS FOR THIS MAP IS TH£ MOST EASTERLY COURSE OF THE NORTHERLY BOUNDARY OF THE LAND SHOWN ON R. OF S. 9336. IE N 89'19'35" E \__ OTY OF ~~DE f - TY OF CARLSBL / R. Ji,s VICINITY MAP NOT TO SCALE OWNER'S CERTIFICATE I HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WIU BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. 1 · IB · 03 BY: DON MITCH£ PROJECT MANAGER J/. P, DATE SOILS ENGINEER'S CERTIFICATE I, DAVID W. SKELLY, A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF OCTOBER 13, 1999 AND OCTOBER 20, 1999. TWO COMPLETE COPIES OF THE SOILS REPORTS COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAVE BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORTS FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE i/;,ADING PLANS AND SPECIFICATIONS ~--<~ v.' A,'td,1/ _T,,_, ... :::...:,1:..c.i, c...._:_1_..t,'---'2--.::..:t>,a.:J= SIGNATURE "~ DATE l R.C.E. 47J57 EXP. DATE: DEt"31,2003 ~DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HAVE EXERCfSED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN S£CTION 6703 OF THE BUSINESS AND PROFESSIONS CODE. AND THAT THE D£SfGN IS CONSIST£NT WfTH 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, Hl//'ISAKER a ASSOCIATES ADDRESS, 10179 HUENN£KENS AVE CITY. ST.: S4N DIEGO CA ..1~--:in..it~;<;;,?_..:.,~U!!.l,ihz.,~~,:::__ _____ DATL 7,/2'~,,_~0-~ ___ _ BTEYL·E~ .• -~~ . RAYMOND L. MARTIN P. E. NO., RC£ 48,=7~--------- EXP I RAT I ON DA TE, .J6o,/_.,3,.0/'--'0a4 _______ _ LEGEND OF ABBREVIATIONS TC GB BVC EVC PVI BC EC HP LP FL FS ST RT LT TW aw RP N. T.S. CTB MVC GF FF OF EOP TCO TOP OF CURB GRADE BREAK BEGIN VERTICAL CURVE END VERTICAL CURVE POINT OF INTERSECT/ON BEGIN CURVE END CURVE HIGH POINT LOW POINT FLOW LINE FINISHED SURFACE STREET RIGHT LEFT TOP OF WAU BOTTOM OF WAU RADIUS POINT NOT TO SCALE CEMENT TREATED BASE MODIFIED VERTICAL CURVE GARAGE FINISHED FLOOR FINISHED FLOOR DEEPENED FOOTING EDGE OF PAVEMENT TOP OF CLEANOUT SHEET INDEX SHE.ET I SHEET 2-3 SHEET 4-7 SHEET 8-10 SHEET I I -I 3 SHEET 14-16 Tl TLE NOTES DETAILS HORIZONTAL CONTROL, CURB ANO BLDGS a STRIPING. PRIVATE STORM DRAIN 8 AREA DRAIN PRECISE GRADING PLAN FLATWORK EROS I ON CONTROL EARTHWORK QUANTITIES* CUT: FILL: EXPORT REMEDIAL 2,100 CY 2,100 CY 0 CY * QUANTITIES SHOWN ARE FOR BONDING ONLY AND ARE NOT TO BE FOR BIDDING, BUDGET OR OTHER PURPOSES, AND ARE BASm ON 150 CY /BLDG, AS SPECIFlm BY THE CITY. IMPORTANT NOTICE SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT /DENT/FICA TION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT AT.· WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQU/J~ED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WtrH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. J. THIS SET OF PLANS. 4. CITY OF CARLSBAD PLANNING COMM/SION RESOLUTION NO. 523.J & 5234 AND CITY COUNCIL RESOLUTION NO. 2002-269 DATED SEPT. 10, 2002 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOSO/LS, INC. DATED OCTOBER 20, 1999 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION STANDARDS N/A 9. THE CARLSBAD MUNICIPAL WATER DISTRICT STANDARDS AND SPECIFICATIONS FOR CONSTRUCT/ON OF WATER, SEWER AND REClAIMED WATER SYSTEMS. 10. FINAL PROGRAM EIR 98-02 11. SWPPP WDID NO 937S-J17517 12. SWMP DATED JULY 7, 200J DESCRIPTION PROJECT BOUNDARY RIGHT OF WAY EASEMENT LINE EXISTING STORM DRAIN STORM DRAIN (PRIVATE) TYPE 'B' CURB INLET PRIVATE CATCH BASIN BROW DITCH LEGEND SID.....Jl.lllG PROPOSED SPOT ELEVATIONS EARTHEN SWALE DAYLIGHT LINE SLOPE EMBANKMENT (2: 1 MAX.) PUBLIC UTILITY EASEMENT EXISTING CONTOUR FINISH CONTOUR ROOF DRAIN STUB OUT (6"PVC) EXISTING SOUND WALL AREA DRAIN CLEANOUT WALL DRAIN•• RETAINING WAU •• (PER 403-3A) RETAINING WAU •• TYPE G-2 CURB & GUTTER TYPE G-1 6" CURB HANDICAP RAMP TRASH ENCLOSURE DEEP FOOTING SEWER BACKFLOW PREVENTER REQUIRED STAIRS 4" P. C. C. SIDEWALK A.C. PAVING/BASE P.C.C. PAVING/BASE ENHANCED PAVING SURFACE (AGGREGATE 3/8-7/8 INCH BIRDSEYE (KRC) HEAVY ACID WASH) ENHANCED PAVING OR SIDEWALK SURFACE (AGGREGATE 1/8-1/4 INCH BIRDSEYE (KRC 800 572 7625) MED. ACID WASH WITH 12• SMOOTH TROWELED PERIMETER BAND.) •PER CITY OF CARLSBAD STANDARDS ••CONSTRUCTED BY SEPARATE PERMIT D-2• D-75 S-3 C-4 C-4 G-2 G-1 DETAIL SHEET 2 GS-16* SEE LANDSCAPE DWG 4033L G-7, G-9, & G-10 GS-16* PLANS 4033L PER LANDSCAPE PLANS 4033L PER LANDSCAPE PLANS 4033L SYMBOL @I - I ---,ao ® --~ VoWX&XXXXXXX&'-WXXX&Y ~ . -.. -• _] QUANTITY ....... 144 S:F. TOLL FR££ 1-800-422-4133 w CITY OF (;ARLSBAD I SHEETS I TWO WORKING DAYS BEFORE YOU DIG 1----l-----1----------------1----1----+--+----I -16 L---~ _-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-,:-.:-.:-.=-.:-.=-.:-.:-,:-_-_-_-_-'_J-__ 1 _11 _______________ t---t----t---t------J ENGIN££RING' D£PARTMENT BENCH MARK l---+----1----------------1----+---+--+---4 PRECISE GRADING & PRIVATE IMPROVEMENT PLANS FOR: PLANNING DEPARTMENT APPROVAL "AS BUILT" Y/1~ DESCRIPTION: STANDARD M-1 0 STREET CENTERLINE WELL MONUMENT CALAVEFlA HILLS VILLA(; E "Y" PLANNING EJ\GINEERING SURVEYING HUNSA,KER & ASSC)CIA TES SAN DIEGO, INC. 10179 Huenneken~: Street San Diego, Ca 92"121 PH(858)558-4500" FX(858)558·1414 ( IIIC~PI.IIOONG DIRECroR DATE:f jt/1 /IJ s ) . 1/ m!OIIIIEND!D BY: JIJ,J,o,,/ Gi/,e (PIIINT NAIIE) ENGINEER O }7 WORK ~Q,.i ~ R~6;; EXP. 6/30/04 'ATE RC£ 1~/.. •• £XP. f, · 90 Of, R~D BY: ~ciA· J . INSPECTOR LOCATION: CENTERLINE OF EL CAMINO REAL AT APPROltfDJ,LQ¥lJ.B .. JllJBBS !,(at;?.]/.$:, IA'/ ~-:?-,-~c.. ENGINEER'S STATION 454+92 PER l---+----1----------------1----+---+--+---4 c -:::,.-· . ~"-., 8,?•0;:f R.S. 1800-1 •Ulr£CTOR OF PUBLIC WORKS RCE 2.a!Jll.ll. EXP.12 /31 /05 DATE RECORDED: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) ELEVATION. 68.479 DATUM: NGVD OF 1929 4·1·05 li'LM DA ff INITIAL ENGINEER OF WORK DA ff INITIAL REVISION DESCRIPTION OTHER APPROVAL " DA TE IN/17AL CITY APPROVAL OWN BY: -c;;;,~=---CHKD BY: -.~ RVWD BY: PROJECT NO. SDP 01 05 DRAWING NO. 403 3B , Fl/e name: R:\02.J6\&Eng\Preclse groding\PG PH 1 SHr 01.DWG W.0. No. 1941-41 /:llN • 081803 J' 5 1/2" • MIN. ' ., :--/. 1//. , CONCRIT£ NOT£S: ASPHALT ROADWAY 1. CROSS GUTTER TO B£ CONST. AS SHOWN ON PLANS 2. MIN. ALLOWANCE 0.5% AT FLOWLJN£ OF GUTTER (S££ PLAN VIEW) J. CONCRIT£ SHALL BE 560-C-J250 P.C.C, 4. PROVIDE TRANSVERSE JOINTS PER REGIONAL STANDARD DRAWING NO. G-10, CONC. RIBBON GUTTER N.T.S. WHEEL ,TOP SI CURB - / ., . __ . _. '"-•· . l 9' MIN ~ 4' MIN T T ~ 70 SQ. INCH ......--ACCESSIBLE SIGN l ~ 1: 10 SIDE SLOPE .-1-+-TYP. PAVEMENT SYMBOL '=~ 9' MIN J 5' MIN. AT TYP. ACCESS/BL£ PARKING STALL. 8' MIN. AT VAN ACCESSIBLE PARKING STALL TYPICAL DISABLED PARKING SPACE NOT TO SCALE "' . .,. ' <'! ~OVERHANG . . DEWALK_,./ . ,•'-- b ci "' en "' " -8.5' -8.5' IJ' ~ . -,'- STANDARD STANDARD COMPACT W/OVERHANG TYPICAL PARKING SPACE NOT TO SCALE 60 0 60 ____ -'-'12□ !BO SCALE 1" = 60' 5 4 KEY MAP 60.5' GENERAL UTILITY AND ACCESS ESMT. SCALE: 1" ,0 60' J' 4.5' 40' 2% 8' CURB ANO 1-1 CURB (T'rP.) GUTTER (T'rP.) _2£.. _y ~ 4 • PCC SIDEWALK PER RSD G-7, G-9, &: G-10 4 • PCC SIDEWALK A.G. PAVEMENT AND BAS£ (T'rP,) UNLESS OTHERWISE SHOWN ON PLAN. MEDIAN LOCATION AS SHOWN ON PLAN PER RSD G-7, G-9, &: G-1 NDS f981, /991, f9" DOME STRUC7U8AL FOAM POL YE:THYf.ENE A TR/UM GRATE WITH UV INHIBITOR. OPEN SURFACE AREA J0.28 SQ, IN. ~-TOP OF GRATE ELEVA 110N PER PLAN J' 4,5' 15'/20' PARKING TYPICAL RED BLUFF PLACE (PR/VA TE DRIVE "A-J") NOT TO SCALE 69'-79' GENERAL UTILITY AND ACCESS ESMT. 12' 12' 15'/20' PARKING 4,5' J' NOS 1932 9• X 9• SQUARE DEEP HOUSING HUB ADAPTT:R. ~ 21' . ~ 4• PCC SIDE~L~ PER RSD G-7, G-9, ; f , , , , , ., 3' RIBBON GUTTER a G-10 ./ / A.G. PAVEMENT AND BASE/ UNLESS OTHERWISE SHOWN ON PLAN. 21' OR SCH. 40 ......M__ MIN -1---lf--J • MIN PVC --r--~ 6"-10• P\IC SDR J5 OR SCH. 40 ~-7-...L.-----. 1% MIN• 6"-10· P\IC IT ·-L----0----->------~ ) MANUFAC7Uf?ED JOINTS • UNLESS OTHERWISE NOTED AREA DRAIN DETAIL NOT TO SCALE HUNSAKER & ASSOCIATES 5A~ OIEGO, INC PLANf..JINC 10179 Huennekens :)treet ENCINEE!i11N<..; San Diego, Ca 92121 SURVmNC PH(858)5584500· FX(85B)558·1414 TYPICAL APPLE HILL PLACE, CLEAR CLIFF COURT, RED BLUFF PLACE, VALE BLOSSOM COURT & RIM CIRCLE (PRIVATE DRIVE "A-1", "A-2", ·a· & ·c·; NOT TO SCALE ENGINEER OF ONO L. MARTIN NO 48670 EXP. 6/J0/04 WORK 7!fr/4, DATE 4• PCC SIDEWALK PER RSD G-7, G-9, &: G-10 "AS BUILT" INSPECTOR 0 MAP NO. 10606 UNIT 2 Jg ' GE/-.ERAL UT IL I TY AND ACCESS EASEIENT J' 4.5' 12' 12' 4.5' 3' (CIRB &: GUTTER TYP. 2% 2% 2% 21( , ... 1-~\I . . . , ; , , , , , , , , . ; ; A. C. PAVEMENT ANO BASE (T'rP. UNLESS OTHERWISE SHOWN ON JLAN. 4• PCC SIDEWALK PER RSD G-7, G-9, cl: G-10 TYPICAL RED BLUFF PLACE (PRIVATE DRIVE "A-J") NOT TO SCALE SWPPP NOTE: TREATMENT OF CONSTRUCTION ENTRANCE, CONCRETE WASHOUT AREA, AND SOIL, WASTE, MATERIAL, EQUIPMENT AND VEHICLE STORAGE AND SERVICE AREAS WIU BE IN CONFORMANCE W/PROJCET MASTER SWPPP. LOCATIONS WILL BE DELINEATED ON PROJECT DYNAMIC SWPPP MAP LOCATED IN CONSTRUCTION TRAILER. NOTES: ENGINEER'S SPECIAL NOTES 1. CONTRACTOR IS RESPONSIBLE TO NOTIFY ENGINEER OF WORK WHENEVER THESE PLANS SEEM UNCLfAR. THESE N011RCA110N SHALL BE MADE SUfF/ClfNTI.Y IN ACNANCE OF CONSTRUCTION TO ALLOW THE ENGINEER OF WORK ADEQUATE TIME TO RESPOND. 2. ONLY GRADING AND PRNATE DRA/1/AGf FACILITIES ARE APPROVED ON THIS GRADING PLAN. ALL OTHER FFA7URES ARE SHOWN ONLY FOR INFORMATIONAL PURPOSES. J, RETAINING WALLS ON TH£S£ PLANS ARE SHOWN ONLY AS SUPPLEMENTAL INFORMATION, A SEPARATE PERMIT AND INSPEC110N WILL BE REQUIRED FROM THE BUILDING DEPARTMENT FOR ALL RETAINING WALLS SHOWN HEREON. 4. THE ENGINEER OF WORK IS NOT RESPONSIBLE FOR GRAD/1/G OPfRA110NS OR GRADING WORK DONE. THE CONTRACTOR IS SOLELY RESPONSIBLE 5. THE SOILS REPORT AND ALL THE SUPPLEl,l[N7S THEREOF ARE INCORPORATED INTO ANO MADE A PART OF THIS PLAN. ALL EARTHWORK OPERA110NS SHALL BE CONDUCTED UNDER THE INSPECTION OF A QUALIFIED SOILS ENGINEER OR HIS REPRESENTATIVE. REGISTERED IN THE STATE OF CALIFORNIA TO PERFORM GRADING INSPECTION WORK. 6. DEVIATIONS IN THE EXIS11NG ELEVA110NS SHOWN HEREON /MY EXIST AT THE 11ME OF CONSTRUCTION. CONTRACTOR SHALL VERIFY EXIS11NG ELEVA110NS OF THE GROUND AT THE DAY1..IGHTS LINES, AND N011FY THE ENGINEER OF WORK OF ANY DEVI/WONS SUFFIC/fN11.Y IN A!NIJICE OF n-lE G/1AIJ//IG ll'ORK TO All.OW FOR /IOOIRCA710N Of 11/ESf PUJ/S. 7. THE: (WINER, OEV[I.OPER OR PERMIT1IT OF 711/S PROPERIY IS ADVISED, 11/AT THE RN/SHED LOT OR PAD CRfATED MAY OR MAY NOT BE COMPLETEI.Y SUITABLE FOR THE USE HE OR SHE INTENDS. AND IS ADVISED TO OBTAIN SUITABLE SOILS AND/OR STRUCTURAL E/IG/1/fERING AOW:E IN CONNEC710N Wl1II IJIY FUTURE SPEC./flC PROSPECTIVE DEVELOPMENT. B. THE: S70RM DRAIN SYSTEM REFfRfNCED ON THESE PLANS AND PER THEIR PERSPECTIVE IMPROVEMENT PLANS, SHALL BE CONSTRUCTED IMMED/AlTIY UPON COMPL£110N OF GRADING, OR SOONER IF POSSIBLE. 9. PER CARLSBAD MUNICIPAL CODE, THE PFIIVATE ENGINEER RESPONSIB/.E FOR SURVEYING v.tlRK DURING CONSTRUCllON SHALi.. PROVIDE TO THE CffY WRITTEN REPORTS STA11NG THAT ALL WORK INCORPORATED IN THE GI/AD/NG PLANS HAS E/ffN CONs:TIIUCTED TO THE LINES AND GRADES IN SUBSTAJ.1141. CONFORMANCE WITH THE APPROVED PLANS. THE PRNATE ENGINEER SHALL ALSO PREPARE THE AS-BUILT DRAWINGS f'OR THIS PROJECT, 11/E S0/!5 ENGINEER SHALL PREPARE A RI/AL REPORT AND AS-BUILT GEOLOGIC PUii FOR APPROVAL BY THE CITY. A/ID, THE I.NIDSCAPE ARCHITECT /,/UST PREPARE A FINAL REl'Ol?I' A/ID AS-BUILT WIDSCN'E A/ID IIIRJGA110/I Pl.AA' FOR APPROVAL BY 11/E CnY. 10, NO BIASTING SHALL BE DONE UNTIL PERMISSION IS OBTAINED Fl/OM THE GOVERNING PU8L/C AGENCY. THE CO/ffllACTOR IS ALSO REQUIRED ro NOTIFY THE ENG/f'IEER OF WORK PRIOR ro PERFORMING ANY ROCK REMOVAL OPERA110NS, 11. THE CONT1/AC70R SHA/1 BE RESPONSIBLE FOR MAINTAINING ALL THE EROSION GONTROL FACILITTES THROUGHOUT THE: OEV[I.OPMENT OF THE PROJECT. 12. FLOW LINE illVAnONS SHOWN HERfON ll'fRf DETERMINED ff( INTERPOLA11011 USING THE AERIAL TOPOGRAP/fl'. ACTUAL GROIJIID illVA110NS MAY VARY. CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL DRAINAGE GEIS INTO LINf:D DITCHES AND REMAINS IN THE DITCH UNTIL DISCHARGED INTO UNDERGROUND DRAINAGE DEVICES OR ENERGY DISSIPATERS. 1 J. CONTRACTOR 1V 81..EIID CONTOURS OR SI.OPES II/TO EXIS11/IG GROUND TO PROVIDE POS/TM: DRAI/Wlf AWAY FROM TOE OF SLOPE. 1. "'INDICATES ELEVATION AS SHOWN ON PLANS. 2. MINIMUM UNDERCUT IS 2.0', ADDITIONAL UNDERCUT AND OVER BLASTING FOR UTILITY MAY BE REQUIRED, PER SOILS ENGINEER RECOMMENDATIONS IN AELD, PROJECT BOUNDARY STORM DRAIN RIGHT OF WAY EASEMENT STREET NAME BLDG NUMBER FIRE HYDRANT ASSEMBLY KEY MAP LEGEND COLLEGE BLVD 12J -f19---§ SHEET NO. HORIZONTAL CONTROL SHEET NO. STORM DRAIN SHEET NO. STORM DRAIN 6" SEWER LATERAL 2" METER SERVICE STREET LIGHT 9,500 LUM (IIF'SV) [I] ® <f); ---($) ----® o--Q ~ CITY OF CARLSBAD I SHEETS I t----+---+------------------+----+---+---f-----_, L£_j ENGINEERING DEPARTMENT 16 -----------~r---,,-------------t-,----.--t----:-1 BENCH MARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGI\JEER'S STATION 454 +92 PER t----+---+-----------------+-----+---+-----,1----1 R.S. 1800-1 ...,4c__·.:_f_,· 0,_,5'---+,._,f.,_LH._.___µ.; ... u RS -/3lll LT" RECORDED: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) DATE INITIAi DAT£ INJnAL DAT£ INtr/AL ELEVA T/ON: 68. 4 79 DA TUM: NGVO OF 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPRO✓AL CnY APPROVAL PRECISE GRADING & PRIVATE IMPROVEMENT PLANS FOR: CALAVERA HILLS VILLAGE "y" . -CTOR OF PUBLIC OWN er CHKD BY: RvWD BY: WORKS RCE 238B9 EXP. PRO,JECT NO. SDP 01-05 DRAWING NO. 403-3E R: \0236\&Eng\Precise grading\PG PH 1 SHT 02.DWG[ 1935]Jul-17-2003: 14:40 W.0. No. 1941-41 AIN • 081803 PLANNING ENGINFFRING SURVEYING f VARIES ' 4'-5.5' 4' 4' 2.5 -5.7 I WALKWAY DAYLIGHT CUT 2% 2•• 0FF = 28J.75 . . .; 4.-. . ~ I I ~ ExIsnNG GROUND 6' WALKWA TOP OF WA PER PLAN TOP OF FOOTING SECTION ''.A-A" NOT TO SCALE 4' MIN. l%M/N - PER PLAN WALL DRAIN I.E. PER PLAN SECTION "B-B" NOT TO SCALE VARIES 3.5' TO 9.5' FF= 293.55 J' 4' 4.5'-7.0' 4.5'-7.0' 4' 2.5' WALKWAY TOP OF WALL PER PLAN 2% WALKWAY SEE STREET SECTION SHT 2 3' RIBBON CUTTER 9' f 17,5' 5.0' VAR. PARKING AREA LS L EXISnNG GROUND 6" CURB --------2,c 2% DAYLIGHT .....__ CUT \ A.G. PAVEMENT \ \ SECTION "E-E" \ NOT TO SCALE \ 10' 1 6" CURB PAVEMENT SECTION "F-F' NOT TO SCALE 4' WALKWAY LAUNDRY ROOM GENERAL NOTES 1. THE CONTRACTOR SHALL E:NFORCE ALL SAFETY MEASURES. THE 2. 3. 4. 5. 6. 7. CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOLELY RE:SPONSIBLE FOR CONFORMING TO ALL LOCAL, STAT£ AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. CONTRACTOR AGREES THAT HE SHALL ASSUM£ SOLE AND COMPLETE RESPONSIBILITY FOR JOBS/TE CONDITIONS DURING THE COURSE OF CONSTRUCT/ON OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ANO PROPE:RTY AND THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY. AND HOLD TH£ OWNE:R AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE: OF WORK ON THIS PROJECT, EXCE:PTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. DURING CONSTRUCTION: THE CONTRACTOR SHALL PROPE:RLY GRADE ALL SURFACES TO PROVIDE POSITIVE DRAINAGE ANO PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER TO AVOID DAMAGE TO ADJOINING PROP£RT/£S OR TO FINISHED WORK ON THE SITE. TH£ CONTRACTOR SHALL TAKE REMEDIAL MEASURES TO PREVENT OFFS/TE EROSION UNTIL SUCH TIME AS PERMANE:NT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEE:N INSTALLED. CONTRACTOR SHALL TAKE THE NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERT/£S DURING THE CONSTRUCnON OPERAnONS. WHERE TRENCHES AR£ WITHIN EASE:ME:NTS OR WITHIN 10' OF ANY BUILDING, A SOILS REPORT SHALL BE SUBMITTED TO THE ENGINEER TRENCH BACKFILL WAS COMPACTED UNDER THE OBSE:RVATION OF TH£ SOILS ENGINEE:R AND IN ACCORDANCE WITH THE ABOVE -NAMED SPECIF/CATIONS. BEFORE EXCAVATING FOR THIS CONTRACT, TH£ CONTRACTOR SHALL VERIFY THE LOCATION AND Dl:PTH OF ALL UNDERGROUND UTILITIES WITH THE APPROPRIATE UTILITY COMPANY. THE EXISTENCE AND LOCATION OF ANY UNDE:RGROUND UTILlnE:s OR STRUCTURE:S SHOWN ON THE:SE PLANS ARE OBTAINED BY A SEARCH OF TH£ AVAILABLE RECORDS TO THE BEST OF OUR KNOWLEOG£ THE CONTRACTOR IS REQUIRED TO TAK£ ALL PRE:CAUTIONARY MEASURES TO PROTECT TH£ UTILITY LINES SHOWN AND ANY OTHER NOT OF RECORD OR NOT SHOWN ON THESE PLANS. ALL DAMAGES THERETO CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO TH£ APPROPRIATE: SPECIFICATIONS AND AT THE EXPENSE OF THE CONTRACTOR. BEFORE EXCAVATING, VERIFY LOCATION OF UNDE:RGROUND UTILITIES. AT LEAST TWO (2) WORKING DAYS PRIOR TO THE E:XCAVATION, TH£ CONTRACTOR SHALL RE:QUE:ST MARKOUT OF UNDERGROUND UTILlnES BY CALLING THE BELOW LISTED REGIONAL NOTIFICATION CENTER FOR AN INQUIRY IDE:NTIFICA TION NUMB£/?: UNDERGROUND SE:RVICE ALERT SDG&:E PACIFIC BE:LL CARLSBAD MUNICIPAL WATER DISTRICT CITY OF CARLSBAD (STREE:TS) CARLSBAD UNIFIE:D SCHOOL DISTRICT ADELPHIA (800) 422-4133 (619) 696-2000 (800) 750-2355 (760) 839-4681 (760} 267-3777 (760). 729-9291 (BOO} f/26-6299 FIRE PROTECTION NOTES 1. FIRE PROTECTION, INCLUDING FIRE APPARATUS ACCESS ROADS AND WATER SUPPLIE:S FOR FIR£ PROTE:CTION, SHALL 8£ INSTALLE:D AND MAO£ SERVICEABLE PRIOR TO AND DURING TIME OF CONSTRUCTION. 2. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION OR DEMOLITION SHALL BE IN ACCORDANCE WITH CFC ARTICLE 87. 3. FIRE HYDRANTS SHALL COMPLY WITH FIRE AND LIFE SAFETY FPB POLICY F-96-01 FOR ON-SITE FIR£ HYDRANTS. 4. FIRE HYDRANT LOCATIONS SHALL BE IDENTiFIED BY THE INSTALLATION OF REFLECTIVE MARKERS. SIGNING & STRIPING NOTES I.ALL PARALLEL STREET PARKING STALLS SHALL BE 8'X 20', IF AT END. 2.ALL PARALLEL STREET PARKING STALLS SHALL BE 8'X 24', IF IN MIDDLE. 3.ALL PARKING STRIPING SHALL BE REFLECTIVE 'NH/TE PAINT UNLESS OTHERWISE SHOWN ON PLANS. 4.SIGNING, STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE LATEST CALTRANS TRAFFIC MANUAL, CALTRANS STANDARD SPECIFICATIONS (JULY 1995 OR LATEST VERSION THEREOF}, THESE PLANS AND THE SPECIAL PROVISIONS. ~.ALL SIGNING AND STRIPING IS SUBJECT TO THE APPROVAL OF THE CITY ENGINEER OR HIS REPRESENTATIVE, PRIOR TO INSTALLATION. 6.ALL SIGNING ANO STRIPING SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TIW WEEKS AFTER INITIAL PAINTING. SIGNING SHALL USE 3M hl/GH INTENSITY SHEETING OR EOUAL, 7. LIMIT LINE:S SHALL BE FIELD LOCATED. 8. ALL SIGNS SHALL BE STANDARD SIZE AS SHO'MV IN THE CALTRANS TRAFFIC MANUAL UNLESS OTHERWISE: SPE:CT IF I E:D. 9. SIGN POSTS SHALL BE SQUARE PERFORATED STE:EL TUB I NG WI TH BREAKAWAY BASE PER SAN DlfGO REGIONAL STANDARD DRAWING M-45. 10. ALL MEDIAN NOSES AND FLARES SHALL BE PAINTED YELLOW. I I . FI RE: HYDRA/YT PAVEMENT MARKERS SHALL CONFORM TO THE LA TEST CALTRANS TRAFF'IC MANUAL AND SAN DIEGO REG'IONAL STANDARD DRAWING M-19. 12. 'NHEN A SIGN 15 ATTACHED TO A POLE, IT SHALL BE MOUNTED USING A STANDARD CITY MOU/YT/NG BRACKET WITH ST;iAPS. 13. ALL LIMIT LINES, STOP BARS, PAVEMENT ARROWS AND PAVEME.NT LEGE:NDS SHALL BE THERMOPLASTIC UNLE:SS OTh'ERWISE SPECIFIED. 14. THE CONTRACTOR 15 RESPONSIBLE FOR ALL 5/G/Y'ING AND STRIPING. 15. EXACT LOCATION OF STRIPING A/YD STOP LIMIT LI/YES SHALL BE APPROVED BY THE CITY ENGINEER OR HIS RfP~'ESENTATIVE PRIOR TO INSTALLATION. 16. CONTRACTOR SHALL REMOVE ALL CONFLICT/NG PAINTED LINES, MARKINGS AND PAVEMENT LfGENDS BY GRINDING'. DEBRIS SHALL BE 2% I2" FF '." 309.75 FF = 309.75 -i='___.__,_~~~~~=~~--m1~11-n'1~w-1,:--i;-1 ·••·· ;~. m~ rn/··. ' .;' • -., 1 ;_,'' : ffi-11 Ec'-'TTT TTL~-PROJECT NOTES PROMPTLY REMOVED BY THE CONTRACTOR 17, ALL PAVEMfNT LEGENDS SHALL BE THE LATEST VERSION OF THE CALTRANS METRIC STENCILS. HUNSAKER & ASSOCIATES )A1" DIEGO, INC ·10179 I luennekens Street San Diego, Ca 92121 PH(858)558·45UU, FX(858)558-1414 FF -294.85 WALL DRAIN I.E. PER PLAN SECTION "C-C" NOT TO SCALE J. ' 4' I , MIN. WALKWA MIN, 1 4,5' 16' 6" CURB WALL DRAIN I.E. PER PLAN SECTION "D-D" NOT TO SCALE •NOTE: TOP OF FOOnNG PER PLAN ALL LANDSCAPE:D AREAS FLATTER THAN 3:1 SHALL 8£ 2" BELOW FINISH GRADE. A.C. PAVEMENT 8' 8' WALKWAY 2' FF=309.95 SECTION "I-I'' NOT TO SCALE ENGINEER OF' 'iVORK ~~ (~ --247) ~ 48670 EXP. 6/30/04 SECTION "G-G" NOT TO SCALE 4.5' SIDEWALK 6" CURB SECTION "H-lf' NOT TO SCALE "AS BUILT" ~-~ sb./4s- 1. SEE TRACT MAP AND EASEMENT PLATS FOR EASEMENTS, DIME:NS/ONS AND IDENnFICATION. 2. PLANS PREPARE:O IN CONFORMANCE WITH F.H.A. DATA SHE:ET 798. 3. SETBACKS ARE ME:ASURE:D TO THE NEAREST VERTICAL PROJECTION. 4. VERIFY LAYOUT AND DIMENSIONS AT JOB SITE. 5. SEE E:NGINEER'S PLANS FOR LOCATION OF UTlllnEs. 6. PROVIDE GRADING DEPARTMENT CLEARANCE BEFORE FOUNDATION INSPECTION. 7. All FILL TO BE APPROVED COMPACTED FILL. 8. LOTS SHALL 8£ GRADED IN ACCORDANCE WITH CITY OF CARLSBAD STANDARDS. 9. CONTRACTOR TO PROVIDE TEMPORARY SANITATION FACILITIES. 10. THE ANGLE OF REPOSE IS AN IMAGINARY LINE 45 TO THE HORIZONTAL, EXTENDING DOWNWARD FROM TH£ BOTTOM CORNE:R OF ANY BUILDING FOOnNG AND SHALL NOT INTERSECT ANY PART OF AN EXCAVATION !"OR UTILITIE:S, DRAINAGE, ETC. 11. TOT LOT IMPROVEMENTS, IRRIGATION AND PLANTING PE:R LANDSCAPE PLANS. 12. SLOPE DE:SIGNATIONS: EXIST. CUT OR Fill SLOPE. 13. DURING BUILDING LAYOUT AND BEFORE TRENCHING ALL SETBACK DIMENSIONS SHOWN ON PLOT PLANS SHALL BE VERIFIED. ANY DISCREPANCIES SHALL BE REPORTED TO OWNE:R AND ENGIN££R BY LAYOUT MAN FOR RESOLUnON. 14. WALLS AND FENCES, WHE:RE SHOWN, ARE FOR REFERENCE ONLY. SEE LANDSCAPE PLANS. 15. ALL PIie DRAIN LINES SHALL BE 6" SOLIO WALL (UNLESS OTHE:RWISE NOTED), 1 X MIN SLOP£. 16. DRAINAGE INLE:TS CONSTRUCTED ON BUILDING PADS SHALL BE NOS /9J2-9" SQUARE POLYETHYLE:NE GRATE OR EQUAL. 17. ALL DRAINAGE SWALES ARE TO BE A MINIMUM OF 1.0X SLOP£ GRADES SHALL SLOP£ AWAY FROM BUILDINGS AT 2% MIN. 18. SURFACE:S WITH A SLOPE OF LESS THAN 6X GRADIENT SHALL BE AT LEAST AS RESISTANT AS THAT DE:SCRIBED AS A MEDIUM SALT FINISH. SURFACES WITH A SLOPE OF 6% OR GREATER SHALL 8£ SLIP RE:SISTANT. ,----,----,----------------,----,---,--.,...--,------------·-----·------, ,-------------------1;_-_-_-_-_1+----_-_-_1+------~----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-;f-----_-_-_-;_-_-_-_-;_-_-_-_-;_-_-_-_1--I ,-------------------~ BENCH MARK 1----+---+-----------,f-----f--f--+---l~ CITY OF CARLSBAD I SlE6TS I ~ ENGINEERING DEPARTMENT PRECISE GRADING & PRIVATE IMPROVEMENT PLANS FOR: DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT CALAVEfi'.A HILLS VILLA(~ E "Y" DATE RC£~£,]£)_ EXP. G · 30· OG ~REE\V:~¢'e-r~,----------, RECORDED: ENGINEER'S STATION 454+92 PER 1-----t-----,----------------t----+---t--+----I R.S. 1800-1 COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) 4·1·05 .f'LM I "f1S-8t/lLT" i--~---------------t---+----11----+---t -• . . --. KC.'SSIS1 4:r,,.-J#~~ C OR OF P BLIC WORKS RCC 23889 EXP12 /3) /05 DA TE ----------------- DA TE INITIAL ELEVATION: 68.4 79 DATUM: NGVD OF 1929 ENGINEER OF WORK REVISION DESCRIPTION DATE IN/r/Al 0A TE INITIAL OTHER APPROVAL C/7Y APPROVAL RVWO 8Y.· PROJECT NO. SDF) 0l-05 DRAWING NO. 403-3B , \0236\~Eng\Preclse grodlng\PG PH 1 SHT 03.D'-"GC 1935JJul-l -20 :.,14,40 W.O. No. 1941-41 91N : 081803 1 HUNSAKER & ASSOCIATES SAN DIEGO, l~C. PLANNING 10179 Humnr.ken~ Street ENGINEERING San Diego, Ca 971?1 SU!<VEYING PH(R58}558-45D0· FX(8S8)55B·"l474 I I "l", :_-1-'<j- Ol I.O o· • I.O CJ) '<j- lO z TRASH TYPE "8" PEI? C-C DWG GS-16-_,., 0 20 40 60 ---- SCALE 1•~ 20' \ ,\ \ \ ,.\ .\ - '\ t \ LAUND ROOM 91+ 12.25 91+14.75 BLDG 11 I 1---' ,,,,, 20.d· 91+02.63 BC r I I I I I I 29.0' CURB DATA □ BEARING/DELTA RA/JIIJS LENG/"N REMARKS 1 N 29'16'25" E 71.00' 6" TYPE G C41G • 2 N 60'4J'J5" W 20.00' 6" CUffB •----J 4 5 --6 7 N 29'16'25" E 161.50' 6" CURB 8 N 60'4J'J5" W 20.00'' 6" CURB 9 N 29'16'25" E 4.50' 6" CURB --10 N 60'4J'J5" W 15.00" 6" CURB 11 N 29"16'25" E 96.00" 6" CURB 12 N 60'4J'J5" W 13.00" 6" CURB 1J 90•00·00· 2.00' J.14" 6" CURB - 14 N 29'16'25" E J.00" 6" CURB -· ·-15 84"07'10" 20.00' 29.J6" 5• cur:' • ----- 16 95•53•14• 2.00' J.J5'' 6" CURB 17 N 29'16'00" E 17.91' 6" CURB -18 N 60'44'00" W 80.00' 6" CUffB 19 N 29'16'00" E 17.50' 6" CUffB 20 90•00'00· 2.50' J.9J' 6" CURB • 21 N 60"44'00" W J.50' 6" CURB • 22 90·00·00· 2.50' J.9J' 6" CUffB • 23 N 29'16'00" E 17.50' 6" CUffB 24 N 60'44'00" W J.62' 6" CURB 25 15·41 ·oo· 68.00' 19.80' 6" CURB .. ------ 26 N 7r25•00· w 78.59' 6" CURB -27 N 12'J5'00" E 19.14' 6" CURB 28 N 37"24 'JO" W 7.71' 6" CURB 29 N 87"24 ·oo· w 17.31' 6" CURB JO N 87"24'00" W 18.00' 6" CURB JI 90·00·00· 2.00' J.14' 6" CURB J2 80'01 'oo· 20.00· 27.9J' 6" TYPE G C41G • . - 33 N 77"25'00" W 46.65' 6 • TYPE G C41G • .. J4 11,•41 ·oo· 112.00' 32.61' 6" TYPE G C41G • ---- J5 N 60'44'00" W 10.78' 6" TYPE G C41G • -36 90·00·00· 2.00· 3.14' 6" CURB -· 37 N 29"16'00" E 15.50' 6" CURB 38 N 60'44'00" W 119.00' 6" CURB -·-39 N 29'16'00" E 19.00' 6" CURB 40 90•00'00• 4.50' 7.07' 6" TYPE G C41G 41 --- 42 N 60'44 '00" W 17.50' 6" CURB 4J N 29'16'25" E 119.00' 6" CURB 44 N 60'44 ·oo· w 15.00' 6" CURB 45 89'59'35" 2.50' J.93' 6" CURB 46 N 29'16'25" E 20.00' o• CURB • 47 90'00'25" 2.50' 3.9J' 6" CURB 48 N 60'44 ·oo· w 15.00' 6" CUffB 49 N 29'16'25" E 144.50' 6" CURB 50 N 60'4J'J5" W 17.50' 6" CURB 51 N 29'16'25" E ~--15.00' o• CURB • 52 . 53 54 55 55 56 N 29'16'25" E 80.50' 6" Tl'PE G C41G • 57 57"41'44" 20.00' 20.14' 6" TYPE G C41G • 58 N 28'25'19" W 7.85' 6" TYPE G C41G • L59 N 28'25'19" W 7.85' 6" TYPE G C41G • 60 57"41'44" 44.00' 44.31' 6" TYPE G C41G • ------- • PAINT RED CURB WfTH "NO PARKING FIRE LANE" CENTERLINE DATA ----0 FlrAR!NG/OEL TA RADIUS LENGT/1 REMARKS 7 57"41 '44" 32.00' 32.22' 2 N 29'16'25" E 378.00' .J N 50·44 ·oo· w 124.28' 4 16'41 'oo· 100.00' 29.12' 5 N 77"25'00" W 73.51' NOTE: STANDARD CURBS BORDERING FIRE ACCESS ROADS SHALL HA VE THE WORDS "NO PARKING FIRE LANE" PAINTED UPON THEIR HORIZONTAL AND VERTICAL SURFACES AT INTEFWALS OF NOT MORE THAN TWENTY-FIVE FEET. LETTERS Si-lALL BE OF BLOCK smE, MINIMUM FIVE (5) INCHES IN HEIGHT WfTH A STROKE OF NOT LESS THAN i INCH, ANO SHALL BE WHITE ON A RED BACKROUND. THE BACKGROUNO SHALL EXTEND AT LEAST SIX INCHES BEYOND THE FIRST AND LAST L£1TERS OF THE TEXT. N 29'16'25"£ 890.39-,-,~~~-.... --l:'51--~--1: ----------~-- TRASH TYPE "B" co PROJECT BOUNDARY m PER C-C DWG GS-16 ~ - ~ CITY OF CARLSBAD I SHEETS I l---+--+-----------------+---+--+---t----1 ~ £NG/NEERING DEPARTMENT 16 .----------------..... r---B;:;-:;E:;-:N-;-C;::;-:;H:-;-""'.M;--;-A7-:;:R~K:;: __ ;:-----t===t==t==============t==1=:jt==t=j PR£c,s[ GRADING & PR/VAT[ IMF'ROV[M[NT PLANS roR, "AS BUILT" CALAVERA HILLS DESCRIPTION: STANDARD M-10 S'REET CENTERLINE WELL MONUMENT VILLAGE: "y" .---E-N_G_I_N_E_E_,-R--O-F--W-O_R_K_--1 _ _J_~~~ti". .. £/),,~ .Yl9,/4s LOCATION: CENTERLINE oF EL CAMINO REAL AT APP®V£ _ HUBBS ~ DATE ENGINEER'S STATION 454+92 PER 1---+----t----------------t---t---+---+-----IJ -,~ -=-' 1 ,_,.,-. -i".'<~ . .,.,, . A .l)_ EXP. n -.3Q-llf,__ ,. ,. .,.,,..,.., _.., .,r ._ ,,._ R.S. l BOO-l /RECTOR OF PUBLIC WORKS RC£ _Z_cl8fill. EXP. J.Lilli DATE 1J:::"/J. "--2JJJ~ RECORDED: COUNTY BENCH LEVELS (NO. 4·1·05 !:LM "liS-BlllLT" ONDC MA~ -=T~ ~~ /Q.,S COUNTY VERT, CONTROL DATA) DATE INITIAL DAT£ INITIAL DAT£ INITIAL ~V:::o a;~,-~J_;~~;:::=i S DPOJ0:1 NO() 5 403NG 3B R £ NO 48670 EXP. 6/30/04 DAT£ ELEVATION: 68.479 DATUM: NGVD OF 1929 ENGINEER OF WORK RtV/S/QN DtSCR/PT/QN OTHER APPROVAL CITY APPROVAL RVWD BY: 1 - R,\0236\&[ng\Precise gruciing\PG PH I SHT 04,D'-"Gl 1935JJul-17-2003,!4,41 W.O. No. 1941 ··41 BIN : 081803 C :e .lli,.G') 0 .... .... 0, ~ 0 w I w CD \ \ :\.:: .. ~ \',,\': \ \\ I ' . I \ \ :1 I \' \' . -__ s 10 \ \ \ 9 I L----':;rj \ --\!\'i:1> '------------':-·---a;: \ ---. <XI 6\ I'--. Q) w ,.,--, t<') ~t s,t-• IX) 0 z \ TffASH TYPE •s• PER C-C DWG GS-16 -+----- ~, ~ s\ 0 co l-o w --, 0 Ct: Q__ __,-,-----\ ------I ( I I I I I I I HUNSAKER & ASSC)CIA TES SAN DIEGO, INC PLANNING 10179 Huemekens Street ENr.lNEERINC. San Dit>go, Ca gn21 SlJRVEYINC. PH(858)">18-4.500· FX(858)558-14-I4 ~ ..; "' ~ ,.>-:....._ ' {sEE SHEET NO. :SJ r ! / 16 -::-.-::-., . . __ .. -- __ ,. ' _____ ,. I \ Y __ / ______ -_ _,_ }kC·-• -;; ~-__ __,, ~ --- 6 SEE SHEETl;vo .. 4 ENGINEER or~ R~~~ RC£ NO 48670 EXP. 6/30/04 WORK"''li 7/CF/4J DATE CURB DATA SEE SHEET NO. 6 □ BEAR/NG/DELTA RAD/US LENGTH REMARKS 1 N 2',16 '00 • E 119.00'' 6" CURB I I I I I I I RE BY:! .!!e~f!,al!:fo<,.LL.._ ____ _ R f/J " ., ~ ig "! "i ff? "i - TRASH TYPE "8" PER C-C DWG GS-16 I I I I 7/ I I Ji I I I I 25,5• I I I If I I I I 0 I - I I I I - J --I I-' I .'! ,' I I I -I I I I I CENTERLINE DATA ( ) flEAR/NG/DELTA RAD/US LENGTH 1 N 2•35•00· £ 172.70' 2 6'08'33" 400.00' 42.88' 3 N 8"44'3,.l" £ 30.03' 4 15"44'26" 200.00' 54.94' 5 3'30'23" 200.00' 12.24' 6 N 81"15'00" W 43.86' 7 45"02'00"' 100.00' 78.60' 8 N 35•13'00• w 55.58' 9 N 36"13'00" W 16.15' 10 6'20'00" 400.00' 44.22' 11 N 42"33'00" W 4.76' 12 N 42'33'00" W 89.92' 13 18'10'35" 100.00' 31.72' 14 N 60'43'.lS" W 24.81' 20 40 60 80 SCALE 1 '= 20' 2 N er24•00· w 15.00" 6" CURB 3 90•00·00· 2.50' 3.93" 6" CURB 4 N 2"36'oo· E 20.00" o• CURB 5 go•oo'oo· 2.50' 3.93" 6" CURB 6 N er24•00· w 15.00" 6" CURB 7 N 2'.16'00" E 34.58" 6" CURB 8 6°0813.J" 429.50' 46.05" 6" CURB 9 N 8"44'33" E 30.03" 6" CURB 10 6'17'31. 170.50' 18.72" 6" CURB 11 N 8T32'57" W 15.49" 6" CURB 12 90"36'58" 2.00' 3.16" 6" CURB 13 5'06'44" 112.00' 9.99" 6" TYPE G C.J:G 14 88'59'41 • 2.00' 3.11" 6" CURB 15 N 20'03'29" £ 18.02" 6" CURB 16 33"43'31 • 132.00' 77.70" 6" CURB 17 N 36°13'00" W 19.08" 6" CURB 18 N 53"47'oo· £ 18.00" 6" CURB 19 90•00·00· 2.00' 3.14" 6" CURB 20 N 36°13'00" W 7.50" 6" CURB 21 90·00'00• 15.00' 23.56" 6" CURB 22 go•oo'oo· 2.00' 3.14" 6" CURB 23 N 36°13'00" W 18.00" 6" CURB 24 N 36°13'00" W 18.00" 6" CURB 25 go·oo'oo• 2.00' 3.14" 6" CURB 26 N 53"47°00" E 2.37" 6" CURB 2, 95·20·00· 15.00' 25.22" 6" CURB 28 N 42'33'00" W 7.95" 6" CURB 29 90"00'00" 2.00' 3.14" 6" CURB 30 N 4T27'oo· £ 18.00" 6" CURB 31 N 42"33 '00" W 49.81" 6" CURB 32 15"20'16" 68.00' 18.20" 6" CURB 33 N 32°06'44" E 12.75" 6" CURB 34 115'11 •35• 2.50' 5.03" 6" CURB 35 N 83"04'51" W 17.06" 6" CURB 36 N T00'24" £ 38.38" 5• CURB 3, N T00'24" E 1.70" 6" CURB 38 6T43'59" 2.50' 2.96" 6" CURB 39 N 60'43'35" W 9.58" 6" TYPE G C.J:G 40 89'11'49" 2.50' 2.96" 6" CURB 41 N 30"04'35" E 17.52" 6" CURB 42 13"02'53" 132.00' 30.06" 6" CURB 43 N 43'07'29" £ 17.53" 6" CURB 44 88'44'56" 2.50' 3.87" 6" CURB 45 1'49'23" 112.00' .J.56" 6" TYPE G C.J:G 46 88"44'56" 2.50' 3.87" 6" CURB 47 N 4T27'oo· E 17.53" 6" CURB 48 N 42·33 ·oo • w 51.00" 6" CURB 49 N 4r21·00· £ 18.00" 6" CURB 50 go·oo'oo• 2.00' 3.14" 6" CURB 51 N 42'33 ·oo • w 6.00" 6 • TYPE G C.J:G 52 90•00·00· 2.00' 3.14" 6" CURB REMARKS 53 N 4T27'00" E 18.00" 6" CURB 54 N 42'33 ·oo • w 33.68" 6" CURB 55 5•20·00· 432.00' 47.75" 6" CURB 56 N 36°13'00" W 29.28" 6" C',RB 57 N 53"47'00" E 18.00" 6" CURB 58 90·00'00· 2.00' 3.14" 6 • T'rPE G C&G 59 N 36°13'00" W 40.44" 6" TYPE G C&G 60 35•44•49• 88.00' 56.44" 6" TYPE G C&G 61 0'53'30" 212.00' 3.30" 6" TYPE G C&G 62 89'27'52" 2.00' 3.12" 6" CURB 63 N 86°02'03" W 18.01" 6" CURB 64 4'46'.]7" 232.00' 19.3-1" 6" CURB 65 N 8"44'33" E 30.03" 6" CURB 66 6'08'33" 368.00' 39.45" 6" CURB 67 N 2',16'00" £ 48.84" 6" CURB 68 N BT24'oo· w 17.50" 6" CURB 69 go·oo'oo• 2.50' 3.93'' 6" CURB 70 N 2'36'00" E 5.00" 6" CURB • 71 go•oo·oo· 2.50' 3.93" 6" CURB 72 N 8T24'00" W 17.50' 6" CURB 73 N 2"-16'00" £ 85.00' 6" CURB • PAINT RED CURB WITH WORDS "ND PARKING Flfo!E LANE" NOTE: STANDARD CURBS BORDERING FIRE ACCESS ROADS SHALL MA\/£ TT-/£ WORDS "NO PARKING FIRE LANE" PAINTED UPON THEIR HORIZONTAL AND VERTICAL SURFACES AT INTERVALS OF NOT MORE THAN TWNETY-FIVE FEET. LETTERS SMALL BE OF BLOCK STYLE, MINUMUM FIVE (5) INCHES IN HEIGHT WITH A STROKE OF NOT LESS TMAN :j INCH, AND SHALL BE WHITE ON A RED BACKROUND. THE BACKGROUND SMALL EXTEND AT LEAST SIX INCHES BEYOND THE FIRST AND LAST LETTERS OF THE TEXT. ~ CITY OF CARLSBAD I SHEETS I ,_---+---+----~------------+----+---+-----,t----t ~ ENGINEERING DEPARTMENT 16 ------------------t1------_-_-_-_t+----_-_-_t+----_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-~J--_-_-_-_-_r-~~~--_r---_-_-_1_r-_-_-_-_1---1 -------------------~ BENCH MARK PRECISE GRADING & PRIVATE IMPROVEMENT PLANS FOR: .5/4/4., DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT C ALA VEF/A HILLS VILLA{; E "Y" UBBS ' DATE RECORDED: ELEVATION: fNGINfER"S STATION 454+92 PER ,_---+----+---------------------+---t-----<t------t---t R.S. 1800-1 COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) 68.479 DATUM· NGVD OF 1929 4·1·05 !?LM DATE: INfT/AL ENGINEER OF WORK "115-lJI.IILT" DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ll~ 7:J/IJ 0/ H,,,. ,._ ECTOR OF PUBLIC WORKS /i'Ci" 23889 EXP. OWN BY: -----::----P/WJECT NO. CHKD BY: RVWD BY: SDP 01-05 DAT£ DRAWING NO. 403-3B R \0236\&Eng\Preclse grucilng\PG PH 1 SHT 05.D\JG[ 1935:Jul-17-2003,)4,42 W.O. No. 1941-41 8/N : 081803 c.n 0 .... ..... en C :e G') ~ 0 (.,J I (.,J llJ .307- Pl ANNING ENGINEERING SURVEYING L-22.40' L-25.92 L-12.76 L/4=5.60' L/4=6.48' L/4=J.19' ~t ~ ~ lBI ~ [j§] c, ~ II . c, ~ ~ ~:i!l 1·d ::l la ~ ~ ~ ~ c,-g: • O!, f'I') "j ~ . .., ~ ~-:<e ;i; ill ~ ..,~,~" ::1.: ~ i-a,o, ~ ~ .,~··"' .. .. ~ .~~ ~ -~-······-l!'l ~---~ ~..,~~;!; "'r ~~r:;, ~ [.l ~ .; C) ~ill ~ ~~ -0.81% ~ 2~ --~ \• ----------::::;:: ~ ~ tt: a :::, ~ -.311-~ l.,J E3 ...J $ Cl::: L=19.J2' L=15.4J L=15.76 L/4=4.BJ' L/4=J.86~ L/4-J.94' II [j]] ~ lizl ll.. [j] II ~ ~ ~ ~ -~"' ~ ~ ~ g.., "' f;'l la oi 'O~~~ ~ ~~ ~ ~ ~ 'Cl • • • . «i :!i ~ ++~ .. ~ ~ -~,' ~ ;!; ~"' "' ~ ;!; iil _.., -.., . .. l.., .., .., -l r . ---·--··· -· ~ -311 - 1 ,,x.., ,'J<oY ,\/ . r ~ , [ ) BEARING/DELTA 1 12•14•03• 2 N 8'44'JJ" E J 44'48'18" 4 N 5J'32'52" E 5 N 81'15'00" W 6 45·02·00· D BEARING DELTA CENTERLINE DAT.A RAO/US LENGTH REMARKS 200.00· 42. 71' 179.42' 100.00· 78.20' 158.63' 43.86' 100.00' 78.60' CURB DATA RADIUS LENGTH REMARKS \ \ \ --.-· ----307 ..cJ.J.. .... RB...__.R...,ETi....._..U .... R._.N+-, 1 P._.R'-'-'~""; ..... 1L_B..,.\..aa~=ll11=14.,.,&""[i§]=s CURB RETURN PROFILE [l]lizl&[l]] N 08 _ 44 ,33 .. E 979_7~.t----.. ___ ~·····•··· \ \ '\ --r-.,.""'"'."p~ECT f!_OUNDARY ...... ~-~-_::::...::22+J6J-• ·. ~'"'•·--.~ =-· ---:_._,"' -307-1 J'J2'26" 212.00· 13.10' 6" CURB 2 12·12·00· 212.00· 45.14' 6" TYPE G CltG J N 8"44'JJ" E 187.48' 6" TYPE C&:G • 4 44'48'18" 120.00· 93.84' 6" TYPE C&:G • 5 N 5,l'J2'52" E 76.28' 6" TYPE CltG • \ \ \ -1--------_,_,.. ---------.. ' -------=,..--._,,., -"-""" ~.,:'!'~-",::' "' 6 90•00·00· JO.DO' 47.12' 6" TYPE CltG 7 NOT USED 8 NOT USED JO.OD' 47.12' 6" TYPE CltG - __ .,;;;;._.i):;;;;:_.., ~ F· \ __ .. ------~ 2 ~ -...... --_,_ . 8" "C .. '- I . • · \ . · · • · ... -----· . . _ • z ,,,uv O "' _ _ ;..-..P·•--t-· .... 22_+2 • " " _ ' -"J': ·, . · . ·•'--\ / _,,,/, 9 90-00'00" 10 N 5J"J2 '52• E 11 4-4'48'18" 80.00' 98.98' 5• TYPE CltG • 62.56' 5• TYPE C&:G • HUNSAKER • C) < 1-- tj G ej (/) & ASSOCIATES SAN DIEC:O, INC 10179 HuPmf'~en~ Street San Diego, Ca 91171 PH(8.S8)5S8·4.500· FX(R.'i8)5S8·1414 - ),'. , . ~·~51$((; --\-.., "'=-----·· __ --·-· -• --~~ ·-1 .. _'~") -11::::::--._ '•.' "wo • •'-, ~ _-;_,,, \r.l....-< =~~-~----··--=-''!14ul _c.-~ -----------...-••.-r==.cc.,c:.---:~~-. ''-. • --~"' .. lo·'. .,-·· ~-~-,.~-~~ ' ____.;;:;.... 12 168.90' ---:: ~ . ::-: -... ""¾ _ "-, ._.,,-<.: );,__ 12 N 8'44'JJ" E 1J 85"J2'40" 15.00' 14 49'J0'2J" JO.OD' 168.89' 6" TYPE CltG • 22.40' 6" TYPE C&:G 25.92' 6" TYPE C&:G 1 I (;j ·.·.·· ... · .. · .. · .. , ..... •· .... -I ·-1. I -~,., ... ,I }~ / '--·,., -x -}, / -,,._.:, / ~-.' - ·-_ __._____. --:: -::-.-----' ·, ' ,•.J. ·- ~---~,..:__----· .. -· ., .. .. •• ·,, ~ ~ '-,_ ' '-. ',' d 15 48'4.5'50" 15.00' 12.16' 6" TYPE C&:G \ J I /', -::-:-·,_,·--.. -:--,. . ',, ',, -~ ,. ..... , " I, / '~ // '~ / / /' ty // I 16 60"11 •37• 15.00' 15.76' 6" TYP£ C&:G JO.DO' 15.43' 6" TYP£ C&:G -/ 20+53.98 PVT DRWY ':4 • - 10+00.00 CB STA PCR .40 CB STA PRC 10+61.08 CB STA = J0+52.92 PVT OWY "B" PCR COJ\JJMUNJ1Y f ACJL/1/ES PARCEL 2 / SEE SHEET NO. NOT£: STANDARD CURBS BORDERING FIR£ ACC£5S ROADS SHALL HA V£ TH£ WORDS "NO PARKING FIR£ LAN£" PAINTED UPON TH£/R HORIZONTAL AND V£RTICAL SURFAC£S AT INT£RVALS OF NOT MOR£ THAN TWN£TY-FIV£ F£E:T. LETT£RS SHALL B£ OF BLOCK smE, MINUMUM FIV£ (5) INCH£5 IN HEIGHT WITH A STROKE OF NOT L£SS THAN :j INCH, AND SHALL 8£ WHIT£ ON A R£D BACKROUND. THE 7 ,.,}yr: Cl .c BACKGROUND SHALL £XT£NO AT LEAST SIX INCH£5 BEYOND TH£ FIRST AND LAST LETTERS OF TH£ T£XT. "AS BUILT" .---EN_G_I_N_E_E_R_OF-' _W_O_R_K _ _E-.~~~d, RCF _q.8/a za_ FXP. .a.zJJ. · 06 ,$'~s OAff ~ EN04861~0/04 -l{/4 DAT£ •, ' -. -'•. •, ' . . . / '· •. '·, ·--·,' -., . ---', '·· . . . - 307- BENCH MARK L=47.12' l/4-11.78' [!] ~ f-i-!Q "' ...._ 0, - :::, -f. c:i ...J ~ ;;; n-,_Ml/4::' ...... -- E3 Cl::: _/(\ (/I ,✓-·· .,,,..,..., / ,.-/ \ /,. I -.. ,._ ~ ~ l.,J ,___-..-.ea-'"" ~ -.....: ---.1.iJ '· '·/ , ', /" 313- -311 310- CURB RETURN PROF~EfJJ g (.) -.307 17 29'28'29" 18 7J'46'4J" 15.00' 19 .. ~2' 6" TYP£ C&:G 19 10·22•55• 188.00' 34.07' 6" CURB 20 N 5,l'J2'52" E J0.00' 6" TYP£ CltG 21 1Bo·oo'oo• 4.oo· 12.5?" 6" TYP£ C&:G 22 N 5.l'J2'52" £ J0.00' 6" TYP£ C&:G 2J 180'00'00" 4.00' 12.57' 6" TYP£ C&:G 0 20 4.c.0 ___ ___c60 80 SCALE 1'0 20' L=4 .10' L/4=11.77' fJJ ~ h: "- ~ -'O "l :::, ~ ~ ::i "' -~ --~ c:i d -.., -.., -.., .., -313 ~ MVC_ Cl::: -310 CURB RETURN PROF~£ fJJ_ ~ CITY OF CARLSBAD I SHEETS I 1---+---+------------------+----+---+---,---t ~ ENGINFFRING DEPARTMENT 16 1---+---+------------------+----+---+---,---t PRECISE GRADING & PRIVATE IMPROVEM[NT PLANS FOR: CALAVER:A HIIJLS VILLAC~ E "Y" R•\0236\~Eng\Precise grnding\PG PH SHT 06,D'wG[ 1935]Jol-17-200314 43 W.O. No. 1947-41 BIN : 081803 en 0 ... ..II. en C :E G) .,::.. 0 w I w m Pl ANNING ENGINEERING SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, 11\C. 10179 Huennekens Street San l)iPgo, Ca 921;,-i PH(858)~-'>8-4500 · FX/858)558· 1414 ... ..,. . ,,. 26.9' I I I I I I I 10-~•·t I SEE SHEET NO. 6 ··•···~-t-- 1 • • 11,•· .. I RIM CIRCLE ~-j!!!!;f'RI ¾'U 41+00 41+15.50 ANG .f0+9 .()() ' 4(Jf/-93.5 ·'ii•'ii·~~+ ! ~'11 13 G 26. 1+---=--::.+---1 G 6 I -,---,,-,----,---,---121t--,,..,.,--,.---r--..,, I ~....j......4£.Q.+JWE...-1--i-l,:::;.:.;:.:··········· ..; -_._ 7 .,.. 70.50 T.--~---+-----i~ BLOG 4 -........ !· : / I r'-~I 7 f-----J H :::i OJ II r- l.J CJ O(j) (() co~ CJ, v..) :~ ~-~";!--.. \ "AS BUILT" __ E_N_G-IN_E_E_R_O_F_' _W_O_R_K----1-~~t!L RCF 4/JC,70_ EXP . .6.:.312:-0~6- MOND L. MARTIN E NO 48670 EXP. 6/30/04 DATE INSPECTOR i ' ' . i ' · ! i I ; ; i ; ' ! V i ! · ! ! ! ' i ' J . f' c..,.+-...;.......;....--="'----------1 i"~ ~,,i ! .. I ' ' ' I I L I I ' . ll') i <o 40 60 ---- SCALE 1'=20 I I BO [ l 1 2 3 □ I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1, 18 19 20 21 22 23 24 25 25 27 26 29 CENTERLINE D.ATA BEARING/DELTA RADIUS LENGTH REMARKS N 53°47'00" E 115.50' N 36"13'oo· w 65.00' N 53'47'00" E 112.53' CURB DATA BEARING/DELTA RADIUS LENGTH REMARKS N 53°47'00" E 93.50' 6" TYPE G C~ N 36'13'00" W 20.00' 6" TYPE G C&G N 53°47'00" E 5.00' 6" TYPE G C&G N 35•13•00· w 6.25' 6" TYPE G C&G N 53'47'00" E 20.00' 6" CURB N 36"13°00" W 76.50' 6" CURB N 5J'47'00" E 20.00' 6" CURB N 35•13•00· w 6.25' 6" TYPE G C&G N 53°47'00" E .5.00' 6" TYPE G C&G N 36"13'00" W 20.00' 6" TYPE G C&G N 53°47'00" E 85.00' 6" TYPE G C&G N 3o13'oo· w 15.50' 5" CURB N 53°47'00" E 6,8.00' 6" CURB N 3o1J'oo· w 15.25' 6" CURB 104'28'39" 2.00' .3.65' 6" CURB 75'31 '21 • 10.00' 13.18' 5" CURB N 3o13'oo· w 21.00' 5" CURB 75'31 '21" 10.00' t.3.18' 6" CURB 104"28'39" 2.00' J.65' 6" CURB N 36'13'00" W 15.25' 6" CURB N 53"'47'00" E 68.00' 6" CURB N 36'13'00" W 15.50' 6" CURB 90•00·00· 2.00' .3.14' 6" CURB N 53"47°00" E 0.55' 6" CURB s5•55'J6" 10.00' 15 .. 00' 6" CURB 3°11'11" 388.00' 21 .. 58' o• CURB 90'53'12" 10.00' 1,5.86' 6" CURB N 53°47'00" E 1.45' 6" CURB 90'00'00" 2.00' .J.14' 6" CURB ~ CITY OF CARLSBAD I SHEETS I ~=====~=====:=================================:=====~=====:====~~====~ ~ ENGINEERING DEPARTMENT 16 r----:B~E~N;:-;C;:;--:H;-;--M-:-;-:;-A-;::R-;;K--7--_ _j___j_ ________ _j_ _ _J__-l_L__J PRECISE GRADING & PRIVATE IMPROVEMENT PLANS FOR: CALA VERA HILLS ~L~.r: DATE DATE DESCRIPTION: STANDARD M-1 0 STREET CENTERLINE WELL MONUMENT LOCATION: CEN~ERLINE OF EL CAMINO REAL AT ENGINEER'S STATION 454+92 PER l----+---+-----------------+---+----1--------a---.l R.S. 1800-1 RECORDED: COUNTY BENCH LEVELS (NO. COUNTY VERT. CO'ITROL DATA) DA Tc INITIAL DA TE INITIAL DA TE INITIAL ELEVATION: 68.479 DATUM: NGVD OF 1929 ENGINEER OF WORK RtV/5/0N DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY.· RVWO BY.· VILLAC; E "Y" Ph'O.JECT NO. SDP 01-05 DRAWING NO. 403-3B R:\0236\&.Eng\Precise gro.oling\PG PH 1 SHT 07.Dw'G[ 1935JJul-17-2003:14145 W.0. No. 1941-41 BIN : 081803 0 20 40 ~~--1 SCALE 1'= 20' 60 I ~~ . .,,. ~ ~~ . .,. ~ ,,-ft· ' ~~ •. j I PLANNI\JC. [i\GINEERINC SURVEYING HUNSAKER & ASSOCIATES SAN DIEGO, 11'C. 1017~ Huennekcm Sm;er San Diego, Ca 92121 PH{858)558·4500 · FX(858)558-1414 ·,p .., 80 I ' . 48670 . 6/30/0 o,.-c•~' 6ouN~ J(C' ,-, pRO ;;,,-~ ENGINEER OF WORK ~"t?-::2f-L .~ E NO 48670 EXP. 6/30/04 'ATE •33 e· 4:A.-N o .,,,,, .,,,,, g 75 , "AS BUILT" J/-1,~--~r EXP. 6 · 30·0..6.._ DATE ~ .,,,,, ' I I I @ INDICAT<S CONTRACTOR SHALL nE ALL DOWN SPOUTS TO UNDERGROUND AREA DRAIN SYSTEM. 1 2 J 4 5 BEARING/DELTA 57'41'44" N 29'16'25" E N 60'44 ·oo· w 16"41 'oo· N 77'25'00" W I ! t ' p' I CENTERLINE RADIUS 32.00' 100.00' 0) . C) < I--~ G ~ l/) DATA LENGTH REMARKS .J2.22' 378.00' 124.28' 29.12' 73.51' AREA DRAIN DATA 0 BEARING/DELTA RADIUS LENGThl REMARKS 1 N 60'4J'J5" W 39.74' 6" PVC 2 N 12'47'57" E 18.79' 6" PVC 3 N 60"43'35" W 30.51' 6" PVC 4 N 71'58'38" E 63.,lO' 6" PVC 5 N 18'01 '22" W 58. 63' 6" PVC 6 N 71'58'38" E 36.75' 6" PVC 7 N 71"58'38" E 25.97' 6" PVC 8 N 71"58'38" E 8.46' 6" PVC 9 N 62'40'13" E 8.92' 6" PVC 10 N 18'01 '22" W 8.50' 6" PVC 11 N 71'58'38" E 8.54' 6" PVC 12 N 71'58'38" E 7. 73' 6" PVC 13 N 71'58'38" E 8.70' 6" PVC 14 N 18·01 ·22· w 21.35' 6" PVC 15 N 60'43'35" W 62.49' 8" PVC 16 N 7T25'00" W 8.53' 8" PVC 17 N 7T25'00" W 91.01' 6" PVC 18 N 5TJ5'00" E 7.50' 6" PVC 19 N 12'35'00" E 53.44' 6" PVC 20 N 7T25'00" W 7.03' 6" PVC 21 N 29'58'20" E 16.24' 6" PVC 22 N 29"58'20" E 57.56' 6" PVC 23 N 68'45'19" W 49.94' 6" PVC 24 N 85"28'36" E 35.91' 6" PVC 25 N 12'35'00" E 39.07' 8" PVC 26 N 12'J5'oo· E 8.24' 6" PVC 2. N 77'25 ·oo· w 16.48' 6" PVC 28 N 77'25'00" W 7.22" 6" PVC 29 N 60"07 '40• W 18.85" 6" PVC JO N 60'01 '40" W 71.58" 6" PVC 31 N 60'01 '40" W 8.90" 6" PVC 32 N 60'43'35" W 45.66" 6" PVC JJ N 4"57'03" E 15.68" 6" PVC 34 N 29'16'25" E 9.97'' 6" PVC 35 N 66"17'36" W 21.05' 6" PVC 36 N 60'43'35" W 21. 74' 6" PVC 37 N 11'45'22" E 15.14' 6" PVC 38 N 78'14'38" W 6.73' 6" PVC 39 N 29"16'00" E 38.21' 6" PVC 40 N 26'24'19" £ 31.80' 6" PVC 41 N 77'25'00" W 13.72' 6" PVC 42 N 77'25'00" W 70.15' 6" PVC 43 N 5TJ5'oo· E 7.38' 6" PVC 44 N 12•35•00· E 66.28' f;" PVC 45 N 11'45'22" E 14.67' 6" PVC 46 N 77'25'00" W 31.37' 6" PVC 47 N 77'25'00" W 32.92' 6" PVC 48 N 77'25 ·oo· w 5.4B' 6" PVC 49 N 12"35"00" E IJ.3J" 6" PVC 50 N 28'45'29" E 10.65' 6" PVC 51 N 12·35•00· E 7.27' 6" PVC 52 N 77'25'oo· w 10.49' 6" PVC 53 N 77'25'00" W 6.18' 6" PVC 54 N 77'25'00" W 5.86' 6" PVC 55 N 82'04'17" W 7.16' 6" PVC 56 N 55"16'02" W 8.06' 6" PVC 57 N 29'16'25" £ 41.34' 6" 'VC 58 N 60'43'35" W 13.88' 6" ,.,vc 59 N 60'43'35" W 16.35' 6" P\lc 60 N 50'43'35" W 26.46' 6" PVC 61 N 22"40'26" E 40.29' 6" PVC 62 N 78' 15'55" W 24.45' 6" PVC 63 N 78'15'56" W 28.84' 6" PVC 64 N 77'25'oo· w 29.42' 6" PVC 65 N 77'25'oo· w 17.26' 6" PVC 66 N 12·35•00• E 52.73' 6" PVC 5; N 77'25'00" W 7.26' 6" PVC 68 N 14'43'24" E 12.57' 6" PVC 69 N 12'35'00" E 40.68' 6" PVC 70 N 29'27'02" E 17.12' 6" PVC 71 N 77'25'00" W 70.64' 6" PVC 72 N 7T25'oo· w 8.21' 6" PVC 7J N 77'25'oo· w 7.34' 6" PVC 74 N 77'25'00" W 5.30' 6" PVC 75 N 7T25'00" W 4.81' 6" PVC 76 N 77'25'00" W 5.36' 6" PVC 77 N 12'.'15'00" £ 7.70' 6" PVC 78 N 80'12'17" W 18.08' 6" PVC 79 N 77'25'00" W 7.21' 6" PVC 80 N 77'25'00" W 5.92' 6" PVC 81 N 26'53'16" E 29.27' 6" PVC 82 N 29'42'18" W 17.75' 8" PVC RJ N 2'26'43", 12.29' 6" PVC ' ' ' I ' ' y • ' ,--' f \,, '"') ~'-A-" ' • • • .. -(D..__,,._..\....'\...._._ ~ ' ' ' . NOTE: AREA DRAIN SYSTEM IS DESIGNED FOR NUISANCE FLOWS ONLY. POSITIVE OVERFLOW TO BACKBONE DRAINAGE SYSTEM IS PROVIDED TO ACCOMODATE SURFACE RUNOFF IN THE EVENT THAT AREA DRAIN SYSTEM BECOMES CLOGGED. PLEASE REFER TO "HYDROLOGY STUDY FOR CALAVERA HILLS VILLAGE Y~ DATED 10-18-02, FOR ANALYSIS OF BACKBONE DRAINAGE SYSTEM. 1-----+-----J----------+-----1----+-----~~ CITY OF C1\RLSBAD ~ ~ ENGINEERING DEPARTMENT ~ r------------~t===t-=-=j=====================j===jl===t==jt=.=1 ~=="-'==================:'._'::==~ BENCH MARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION 454+92 PER l----+---1------------------+----+---l-----+----I R.S. 1800-1 RECORDED: COUNTY BENCH LEVELS (NO. 4· 1·05 RLM "RS· 8l/lLT 11 PR'VATE STORM DRAIN FOR: C Al,A VERA HILLS VILLAG I~ "Y" HUBBS . fl/~ 41/#·1#-N ,8-;?-i!J TOR OF PUBLIC WORKS RCE 2~ £XP.12j31/Q5 DATE DWN BY: PRnJECT NO. DRAWING NO. D,JE INITIAL 1--DA=c:TE:._.L..C.INC:.IT,'--'/Al--+---=DA:c:TE=---c_c'N"'l'-'-TIA""L--I CHKD BY: SD p o l _ O 5 4 O 3-3 B COUNTY VERT. CONTROL DATA) ELEVATION: 68.479 DATUM: NGVD OF 1929 ENGINEER OF _"_0R_K .... ____ R_£_v1_s_10_N __ 0_E_s_c_R_1P_n_o_N ____ .... o_r_HE;_R_Al'-PR:D:VA:l..1....:c:::1TY:_:A::P:PR:o:vA:L..l.:R=VW=D:'.8=Y.~· :=:::::~:::=======:::.-=====:...J ,...._----------------------------------------,4---------------------------- R<\0236\~Eng\Precise grocilng\PG PH 1 SHT 08.D'wG[ 1935JJul·17-2003,t4,45 ' 11 W. 0. No. 1941 -41 BIN : 081803 00 a -O') \ C :E G) .i:.. 0 (.,.) I (.,.) gJ PLANNINC ENGINEERING SURVEYING \ \ \ \ HUNSAKER & ASSOCIATES SAN DIEGO, !NC. 10179 Hucnnf'ken, StrF'et Sc1.n Diego, Ca qz121 PH(858)558-4500· FX(858)558·1414 \ \ \ 2.iM~ ' I I 8~----.. __ / I -·· . / .. L"'._~ ' " ' " ... .,, . .. ;;-;,, :::0 ·:;_:; ·i;;, ·:~,.:;,:··;~:" ', '. ---. SEE SHEET NO. 8 ..]:NG INEER Qf7 WORK ~ ,£_Y/J. _ /-'JJy6._3 'lfc!E.wOND L. MARTIN ' DATE NO 48670 £XP. 6/30/04 10 -~ "AS BlJILT" ~L~ 5;~]/4r RC£ ~86.ZQ bc,iQ · Q6 D TE EXP. R~D BY. .!_&Lk .tf/ZllJLS V/NSPECTOR DATE 1 ,r,.~ I!/ ----l " L • j j /, / 1 /1 ' "I BENCH ft • I MARK ) .l I· j 1--.. (_J I l.,j a r&: {J DESCRIPTION· STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINEER'S STATION 454+92 PER R.S. 1800-1 RECORDED: COUNTY BENCH Ll'.VELS (NO. COUNTY VERT . CONTROL DATA) ELEVATION. 68.479 DATUM: NGVD OF 1929 4·105 DATE 07,0 ~ .fLM INITIAL @ INDIC.~TES CONTRACTOR SHALL nE ALL DOWN SPOUTS TO UNDERGROUND AREA DRAIN SYSTEM. 40 60 ---- SCALE 1'= 20' fl\ 111'/S·8L//LT11 ENGINEER IJF WORK REVISION DESCRIPTION 80 Ir!:. DATE INITIAL OTHE:R APPROVAL CENTERLINE DATA \ } BEARING/DELTA RADIUS LENGTH REMARKS 1 N 2".J6'00· E 172.70' 2 6"08'33" 400.00' 42.88' 3 N 8'44'33" E 30.03' 4 15•44'25• 200.00' 54.94' 5 3°30'23" 200.00' 12.24' 6 N 81·1s·oo· w 43.86' 7 45'02'00" 100.00' 78.60' 8 N 35·13'00• w 55.58' 9 N 35•13•00· w 16.15' 10 fi20·00· 400.00' 44.22' 11 N 42·33•00· w 4.75·' 12 N 42"33'00" W 89.92" 13 18·10•35• 100.00' 31.72·· 14 N 50·43•35• W 45.92" AREA DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH REMARKS 1 N 75·49'54• E 47.48" 8" PVC 2 N 3°51'32" W 30.16" 8" PVC 3 N 3'51'32" W 14.90" 8" PVC 4 N 2'.16'00" E 39.68" 6" PVC 5 N 2'36'00" E 38.32" 6" PVC 6 N 3°39'25" E 20.84'· 6" PVC 7 N 8'14'03" E 37.78'. 6" PVC 8 N fi27'07" E 17.95'. 6" PVC 9 N 3"10'51" E 16.84'. 6" PVC 10 N 61'05'11" E 14.80' 6" PVC 11 N 87"24'00" W sa.27•· 6" PVC 12 N 87"24'00" W 44.73' 6" PVC 13 N 2'36'00" E 21.49' 6" PVC 14 N 2",16'00" E 38.66' 6" PVC 15 N 2",16'00" E 7.01' 6" PVC 16 N 69"15'17" W 14.97' 6" PVC 1; N 2"36'00" E 38.29 6" PVC 18 N 87"24'00" W 16.00' 6" PVC 19 N 87"24'00" W .f.2.00' 6" PVC 20 N 87"24'00" W .f.9.82' 6" PVC 21 N 2·,15•00• E 7.91' 6" PVC 22 N 87"24'00" W 11.98' 6" PVC 23 N 87"24 •oo• W .f.2.05' 6" PVC 24 N 87'24'00" W 16.66' 6" PVC 25 N 2"36'00" E 10.25' 6" PVC 26 N 6"03'22" W 29.55' 6" PVC 27 N 09"20'55" W 26.97' 6" PVC 28 N 87"24 ·oo· w 8.21' 6" PVC :.,'( Al. 2.:3'6~"' ......... --6..2,.-~J!:!!f, . . ' . • l ' 31 32 33 34 35 36 37 38 39 40 41 42 4. 44 45 46 4. 4B 49 50 51 52 . . j .. N 2"36'00" E 12. {( &:,, ,, P//C N 8r24•00· w 6.oo· 6" PVC N 87"24'00" W 6.00' 6" PVC N 87"24'00" W 6.04' 6" PVC N 32"03'37" E 44.77' 6" PVC N 32"03'37" E 35.20' 6" PVC N 32'03'37" E 9.1.2· 6" PVC N 50·44 ·aa• w 14.45' 6" PVC N 50•44'00· w 44.57' 6" PVC N 56'55'05" W 18.98' 5• PV( N 56'55 ·as· w 20.16' 6" PVLJ N 150·44 ·oa· w 23.153' 15• PVC N 50·44 'aa• w 17.36' 6" PVC N 25'19°20" E .f.7.40' 6" PVC N 50·44 ·oo· w 8.32' 6" PVC N 33"23'55" E 22.41' 15• PVC N 58'06'42" E 15.94' 15• PVC N 62'54 '35• E 15.00' 6" PVC N 61'12'05" W 13.57' 6" PVC N 87"24'00" W 21.47' 6" PVC N 2•35•00· E 20.00· 6" PVC N 2"36'00" E 20.00· 6" PVC NOTE: AREA DRAIN SYSTEM IS DESIGNED FOR NUISANCE FLOWS ONLY. POSITIVE OVERFLOW TO BACKBONE DF,!AINAGE SYSTEM IS PROVIDED TO ACCOMODATE SURFACE l?UNOFF IN THE EVENT THAT AREA DRAIN SYSTEM BECOMES CLOGGED. PLEASE REFER TO "HYDROLOGY STUDY FOR C<\LAVE~I HILLS VILLAGE Y: DATED 10-18-02, FOR ANALYSIS OF BACKBONE DRAINAGE SYSTEM. I SHgET I rn] CITY OF CARLSBAD ENG/NEERING DEPARTMENT 6 PRIVATE STORM DRAIN FOR: CALAVERA HILLS VILLA(; E "y" APPRO"rn "~ HUBBS ,B ~ -,t)' ~ ~ --,._ /kr .13/f.J 4' ~-.i, "ii' · , TOR OF PUBLIC WORKS RGI, 23889 EXP.12 /3! /05 DATE OWN BY: r· ;10JECT NO. DRAWING NO. DATE: INITTAL CHKD BY: ~ SDP 01-05 403-3B CITY APPROVAL RVWO BY: -~ R:\0236\B.Eng\Prec:lse grading\P[1 PH 1 SHT 09.Dv/G[ 1878JJul-18-2003109107 W.O. No. 1941-41 BIN : 081803 U) a ..a. c,, C :e G') .r. 0 (.,.) I (.,.) a, 0) 1--~ ~ cj V) Pl.ANNING ENGINEERING SURVEYING \ \ 0 \\ . . . ,,: !·\ ! HUNSAKER & ASSOC:IATES SA'-J DIEGO, INC. 10179 Huennekens Street San DiPg(l, C.a q2121 PH(858)'i58-4500 FX(858)558·-1414 . \ \ 1-- 0:: ::) \\ \ ,, ..... ' ' ~1 t__f;F=.309. id] ~ ---®-- RIM CIRCLE C); (_.) i ltt-------cc"------{ : .. :'--+-,· ,,. Q ... ((~~ ,-····---.. ' 1 '( ., "! . ,, -·, L .. " SOUND WAL! . ··r I L~-" . · I ,,,, '\ .· lb c:, !'l I " .. 1 ~ @ INDICATES CONTRACTOR SHALL nE ALL DOWN SPOUTS TO UNDERGROUND AREA DRAIN SYSTEM, 0 "AS BlJILT" ' / _1;,, • ~ ENGINEER OF WORK RC£ <lif/712 __ EXP. ~,_//~ JA-'41- 12..:.3£1.· 06 REVIEV:JEJ5. BY: _fjl11$1L R.OND L. MARTIN DATE RCE NO 48670 EXP. 6/30/04 JNSPECT0R 20 I ' I ' I I I 'I ,li ' I ' I ' \ I I \ 40 SCALE 1 '• 211' ~I co ~-c::, - ,os:: cx:i _c::, r-.._ ;'J co "'-i < 60 BENCH §2 -..J Ct) liJ ,(_'.) w ~ -..J C) (_.) I I I I \ I \ I I I I I I , I 1/; ' ' r Al /'' 1/ I I // I /; 51•. I 80 MARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT ~s LOCATION: CENTERLINE OF El_ CAMINO REAL AT DATE ENGINEER'S STATION 454+92 PER R.S. 1800-1 RECORDED: COUNTY BENCH LEVELS (NO. 4-· l-05 '"~"'w COUNTY VERT. CONTROL DATA) '"!ATE ~· AREA DRAIN DATA 0 BEARING/DELTA RADIUS LENGTH 1 N 11'04'43" E 6.64' 2 N 35·1J'oo· w 35 . .J.J' 3 N 35·13•00· w 20.80' 4 N 35·13•00• w 12.37' 5 N 53'47'00" E 47.62' 6 N 5J"47'00" E .JS.03' 7 N 53"47'00" E 12.05' 8 N 53·41'00· E 35.57' 9 N 5Y47'oo• E 35.99' 10 N 62'38 '24 • E 12.45' 11 N 68"43'11 • E 25.56" 12 N 5Y47'oo· F 14.00' 13 N 51'03'25" E 21.02' 14 N 56'35'12" E 21.03' 15 N 53'47'00" E 14.62' 16 N 30'56'3 I• W 17.72' 17 N 30"56'31" W 26.20' 18 N 36'13'00" W 19.11' 19 N 36'13'00" W 13.55' 20 N 36'13'00" W 23.36' RlM l/1\ 11f15-8tlllT" INITIAL ·-- . DATE ELEVATION: 68.479 DATUM; NG'VD OF 1929 ENGINEER OF WORK REVISION DESCRIPTION REMARKS 8" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 8" PVC 8" PVC 8" PVC 8" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC 6" PVC DArE INITIAL OTHER APPROVAL AREA DRAIN DATA CONT'D 0 BEARING/DELTA RADIUS LENGTH REMARKS 21 N 35·13•00· w 22 .. 23' 6" PVC 22 N 5Y47'oo· E 15.2!9' 6" PVC 23 N .,•37•7 1 • W 14.Jl8' 6" PVC 24 N 53"52'44 • E .34-.85' 6" PVC 25 N 53'52'44 • E 32.J2' 6" PVC 26 N 53'30'40" W 16.2'3' 6" PVC 27 N 89"05'28" E 16.44' 6" PVC 28 N 53'47'00" E 15.2'9' 6" PVC 29 N 17'25'07" W 9.22' 6" PVC 30 N 35·13'00• w 10.J'.]' 6" PVC 31 N .16·13'00· w 8.7'8' 6" PVC 32 N 53'47'00" E 7.56' 6" PVC 33 N 87'21 '52" W 8.J7' 8" PVC 34 N 62'47'48" E 36.89' 8" PVC 35 N 45'46'48" E 37.68' 8" PVC 36 N 77'41 '56" E 19.14' 8" PVC 3. N 60'04 '20" E 18.40' 6" PVC 38 N .12'31 '10" W 24.02' 6" PVC 39 N 40'16'56" W 36.67' 6" PVC 40 N 26'07'32" W 19.98' 6" PVC 41 N .16·13•00· w 31.41' 6" PVC 42 N 53'47'00" E 14.29' 6" PVC 43 N 53'47'00" E 19.71' 6" PVC 44 N 5Y47'oo· E 21.00' 6" PVC 45 N 13'58'04" W 11,8,8' 6" PVC 46 N 5.J'47'oo· E 13.00' 6" PVC 47 N 35·1.J'oo• w 40.~o· 6" PVC 48 N 54'42'57" W 26.8-6' 6" PVC 49 N 54'42'57" W 18.2,~· 6" PVC 50 N 53'47'00" E 20.57' 6" PVC 51 N 53°47'00" E 22.34' 6" PVC 52 N 47'47'39" E 20.619' 6" PVC 53 N 47'47'39" E 11.78' 6" PVC 54 N 33'56'44 • W 38 .. 82' 6" PVC 55 N 87'48'17• W 17. 45' 6" PVC 56 N 42'02'59" W 18.4,J' 6" PVC 57 N 42'02 '59 • W 21.7•4' 6" PVC 58 N 42'02 '59. W 13.92' 6" PVC 59 N 59'40 '07• W 29.7•4' 6" PVC 60 N 59'40'07" W 22.0;l' 6" PVC 61 N 22'19'06" E 35.11' 6" PVC 62 N 31'44'31" E 40A2' 6" PVC 63 N 14'35'01" W 17.011' 6" PVC 64 N I 1'27'50" E 16.3.,' 6" PVC 65 N 35•13•00· w 10.80' 6" PVC 66 N 36'13•00· w 10.00' 6" PVC 5; N 36"73'oo· w 14,31.1' 6" PVC 68 N 35'49'16" E 10.27' 6" PVC 69 N 35'49'16" E 11.17' 6" PVC 70 N 30'19'5J" E I0.81,' 6" PVC CENTERLINE DATA l J BEARING/DELTA RADIUS LENGT/i REMARKS 1 N 53'47'00" E 115.50' 2 N 36"13'00" W 65.00' 3 N 53·47•00• E 112.5,r' I 5 lOT I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 6 PRIVATE STORM DRAIN FOR: CALAVER,A HILLS VILLAGlE: I) y" APPROl::'[PJ.!~ HUBBS $ {Z ,".J Jii(' ,:-.; . .'c, 1.J~ r,v 1-.,,._, · 'l!> D1 roR oF PuBuc woRRs Rcr ;:::iailll EXP.12.,1~, ins oATE DWN BY: PR0IECT NO. DRAWING NO. DATE INITIAL CHKD BY: ~ SDP 01-05 403-3B ~ CITY APPROVAL RVWD BY; Fe F R•\0236\~Eng\Preclse gradlng\PG PH 1 SHT 10.D'wG[ 1935JJ,,l-l7-2003,!4,47 W.O. No. 1941-41 BIN : 081803 C ~ G') .,::. 0 c.,.) I (,,.) m / I I I \ ! / I \\ \ . / PLANNING ENGINEERING SURVEYING '',, .. " .. ", ~\"\\ "\ \/ \ HUNSAKER & ASSO<:IATES ~A'l DlfCO, INC 1017\J Huennekens Slreel San Diego, Ca 92111 PH(858)558·450(J· FX(858)558·14l4 ENGINEER OF WC)RK ~ ,/o<'-1, /CC. -l,v>,_ OND L MARTIN ~~ ~ 486/0 EXP. 6/30/?4 DA E NSPECTOR "AS / / BUILT" ..6..:_3Q_-£M,_ I / BENCH MARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF Ee CAMINO REAL AT // ._:=:f>1 o 1\l ,2f',/, ' \ j ;' :;:v r, '.'' -.I -' .j .r.~-c __(_, __ -, C\J ,.._ 1-- tj :i:: (/) tj (/) ENGINEER'S STATION 454+92 PER t-------+-----------------+----+--+---t-----, R.S. 1800-1 RECORDED: COUNTY BENCH LEVE_S (NO. COUNTY VERT. CONTROL DATA) 4·1·05 ,fLM / "115-BVILT" j-'-'-~------------------t-------,r---t---+----1 DATE: DATE INITIAL INITIAL DA TE INITIAL ELEVATION: 68.479 fJATUM: NGVD OF 7929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PRECISE GRADING &-FLATWORK FOR: DWN ar.- CHKD BY: RVWD BY: CALAVEFtA HILLS VILLAGE "y" . HUBBS ,e> ~dTP/. <9/ ,-}~.,:,~ P · ¢ ~ WORKS RCE 23889 EXP.12/:Jl/05 DATE PC::JJ[CT NO. DRAWING NO. SDP 01-05 403-3B R:\0235\&.:Eng\Precise groolinb\PG PH 1 SHT 11.D'wG[ 1935JJul-17-2003:14:48 W.O. No. 1941-41 BIN : "91803 ..I, ..I, a ..I, c,, C ~ G) ~ 0 c.,.) I c.,.) m _____________________________________________ , ___________________________________________________________________________ , ________ __, Pl ANNINC: ENCi NEER iNC Sl/RVEYINC / / HUNSAKER & ASSOCIATES SAN DIEGO, INC. 10179 Huennt>ken, -Street San DieRo, (.a 92121 PH(B.58)5.58-4500 · FX(858)558-1414 I SEE SHEET NO. 13 ! I I / i l l \ \ 0 20 4D 6D 80 ----- SCALE 1'=20' \ \ ' \ SEE SHEET NO. 1 1 1----+--+----------l-----+--+------l---l ~ CITY OF CARLSBAD I srgs 1 ~ ENGINEERING DEPARTMENT ENGINEER OF WORK ~<J::::}, .. C ~,;fi, NO 48670 EXP. 6/30/04 'ATE "AS BUILT" ;;;",./Y~ .s/*s- RCE _g~_1,7_a_ __ EXP. 6:30,0.h_ DATC REVIE -BY: ~-~den __ _ NSPECTOR DATE BENCH MARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT l:NGINEER'S STATION 454+92 PER t--- R.S, 1 B00-1 RECORDED: COUNTY BENCH LEVELS (NO, COUNTY VERT. CONTROL DATA) 1-·1·05 l?LM DATE INITIAL ELEVATION: 68.479 DATUM: NGVD OF 1929 ENGINEER OF WORK "RS-Bllll.T" REVISION DESCRIPTION DATE: fNfilAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL PRECISE GRADING & FLA TWORI( FOR: CALA VER,A HILLS OWN BY: CHKO BY, RVWD BY: VILLAG~ E "Y" .. HUBBS -,tcr JJ/.f',J 0/ ~-P-Plf PPr:.JECT NO. SDP 01-05 DRAWING NO. 403-3B R:\0236\&.lng\Precise gro.oling\PG PH 1 SHI 12,D\JG( 1935lJul-17-2003:14:50 W.O. No. 1941-41 BIN : 081803 / / Pl AI\NING ENCINEERINC SURVEYING HUNSAKER & ASSOC]ATES SA!'-DIEGO, INC 10179 Huennekens 51:leet San Diego, Ca 92121 PH(85B)558-4500· FX(858)558--I414 \ \ \ / 80' SCALE 1'=,'0' <( -1 c, vd ._L LJ LI cc Cf) (r' r .. Cl ~l f:C) -1 Cc LC <( Cl ~ Cc -' -. SEE SHEET NO. 12 l----+---+-------------+---+----lf--.--+-----1 [IT] C ITYENGS!R/Nfl~P~~~~AD CT[] r------------------1 BI~NCH MARK PRECISE GRADING & FlATWORK FOR: "AS BlJILT" DESCRIPTION. STANDARD M-10 STREET C ALA VERA.. fIILLS ....-----------------1 ~ J./J I . I I CENTERLINE WELL MONUMENT VILLA(; E "y" ,~ ,-C v ~ 5_/g/&S-LOCATION: CENTERLINE OF EL CAMINO REAL AT ~ ENGINEER OF WORK , t---.--+-----------------+---+--+----+---l APPROVED !±9~ HUBBS /J A,-,, RC£ 'lBhlO EXP . .h.c.312·0C. OAT£ ENGINEERS STATION 454+92 PER ~ ffe _c ; ~ ~~Jl/.f7 t(ll",1•7,1,.,,.,~ ~ -~ ·v_ rRiw_ivii'7t~---;------------1 R.S. 1800-1 .okoR oF Pueuc WORKS RCF :23889 EXP.12/3)/05 DATE · v.#7 ~ _)✓_/_ REV//,,,~~ j RECORDED: COUNTY BENCH LEVELS (NO. 4·f·Cl5 RLM llf\Pl15-8d/LTU RAONDL'tfMt~ • -"¥~ 1//11(.;..L!'L~ r:,;/4"/4.,5 COUNTY VERT. CONTROL DATA) DATE INITIAL DATE INITIAL DATE 1Nrr1AL ~~~Da;~.-"'i.~-H-SDPOJIOl No05 4R03NG 3B RC£ NO 48670 EXP. 6/30/04 /4/SPECT0R OAT£ ELEVATION: 68.479 DATUM: NGVD OF 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: -•-"':_ - R:\0236\&:Eng\Pre-cise-gro.oling\PG PH 1 SHT 13.D'w'G[ 1935JJul-17-200314 52 W.0. No. 194 T-41 EllN : 081803 ... w 0 -... en C :e Gl .i:a. 0 (.,.) I (.,.) m EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT MARK CARPENTER AT _{fil_9) 520-9557 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT All TIMES DURING THE RAINY SfASON. All NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOil SHALL RESTORE All EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENG/NEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROS/ON CONTROL MEASURES AS MAY B[ REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T/ONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOf/ SHALL Bf RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. All EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRAD/NG PLAN SHALL Bf INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. All REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACli WORK/NG DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 407'). SILT AND OTHER DEBRIS SHAL.l BE REMOVED AFTER EACH RA/NIALL. 10. All GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE' OF GRADED SLOPES (907' COVERAGE) PR/OR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH $TRAW INSTALLED /N ACCORDANCE WITH SECTION 35.023 OF. THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA 12. ALL AREA DRAINS SHALL BE CAPPED UNTIL LANDSCAPING JS INSTALLED. B. C. D. TEMPORARY EROS)ON CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION CONTROL PLANT/NG AND IRRIGATION SHALL BE INSTALLED ANO MAINTAINED AS REQUIRED IN SECT/ON 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A HYDROSEEOING SHALL Bf APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPE/i' WHEN THEY ARE: a. THREE FEIT OR MORE IN Hf/GHT AND ADJACfNT TO A PUBLIC WALL OR STREET. b. ALL. SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISl8LE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED 8Y THE CITY ENGINEE'R THAT WARRANTS IMMEDIATE TREATMENT. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. All SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO E/GfiT FEET IN fiE/GHT S/iAlL BE. IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/KOS£ BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIP/TA TION 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 CITY ENGINEER, PRIOR TO HYOROSEEOING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE'. PROPOSAL SfiALl 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 TfiE HYOROSEEDEO GROWT/i. HYOROSEEO/NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b, 20 lbs. PER ACRE OF ZORRO FESCUE c. 5 lbs. PER ACRE OF E SCHOOL. CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACfi/Ll£A M/LlEFOl/A e. ,3 lbs. PER ACRE OF Al YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDEO JS NOT VISIBLE FROM EITHER A PU8LIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST 8£ INOCULATED WITH A NITROGEN FIXING BACTERIA ANO APPLIED ORY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEOING. i. All SEED MATERIALS SHALL Bf TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROS££[) SLURRY AT THE DISCRETION 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 HYDRAULICAll Y APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS TfiAN 507.: 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. AREAS TO BE HYDROSEEDED SliALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6:1 b. NARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPP/NG AREAS THAT Will NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT JS SU/TABLf FOR PLANTING BY: Q, ADJUSTING TH£ SURFACE SOil MOISTURE TO PROVIDE A DAMP BUT Nor SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACH/NC OR COVERING SALINE SOILS TO PROV/OED VIABLE CONDITION$ FOR GROWTd. E. HYDROSEEOEO AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYOROSE[DING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. HUNSAKER & ASS<)CIATES SAN DIEGO, INC Pl...l\J,NING ·tffl79 1 luenneken, Street [NGINECRING San Diego, Ca 92121 SURVEYING PH(858)558·4500 FX(858)558··I414 100'M/N. PUBLIC RIGHT - OF-WAY I 8" MIN. EXISTING GROUND _L 14'MIN. T FLOW ---- ANGLE FIRST STAKE TOWARD PROFILE PUBLIC RIGHT-OF-WAY PROVIDE APPROPRIA ff TRANSITION BFTWEEN S1ABIL/7FD CONSTRUCTION ENTRANCE AND PUBLIC R/CfiT -OF- WAY ftli~I ,I TT, m ~Ill ii , " " , 4" VERTICAL FACE EMRFDDING DFTA/1 PREVIOUSLY LAID BALE ---•. - FLOW--- RUNOFF WATER WITH SEDIMENT SEDIMENT r-· WIRE SCREEN I 1 FILTERED WATER CONCRETE BLOCK BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLET • WITH GRATE ------ STRAW BALES / STAKED WITH TWO STAKES PER BALE f COMPACTED SOil TO PREVENT PIPING 2X6 STRUT(S/ <Ti I -. -1 11== STAKED STRAW BAL[ 2X6 STRUTIS) FILTERED WATER ....,, . END AND SIDE OVERI_AP AT CORNERS • LEGEND DESCRIPTION QUANTITY SYMBOL A STABILIZED CONSTRUCTION ENTRANCE 2 E.A. ~ STRAW BALE DIKE ----- SILT FENCE 3,300 L.F. -0---0--0--0-- UNLINED SWALE & BERM POINTS A SHOULD BE HIGHER THAN POINT B D-75 LINED SWALE PER SHT.1 c::=;> c::=;> c::=;> BLOCK-SCREEN-GRAVEL SILT BASIN 0 EA HAY BALE CHECK DAM 6 IN (15 CM) LIMITS OF CLEARING & GRADING GRAVEL BAGS 7,000 EA. (A) 24 IN (61 j CM) PUNCHED STRAW COARSE AGGR[~GRATE I FLOW ------24 IN (61 CM) a I LOG CHECK DAM HAY BALE CHECK DAM (B) L=DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION GRAVEL CHECK DAM ~ 2 RE-BARS.STEEL PICKETS.OR 2X6 STIIUT/SI REOU I RtD WHEN NO/ED ON PLANS RIPRAP PER SDRSD D-40 --2"X 2" STAKl:S 1 1/2' TO 2' IN GROUND ANCHORING DETAIL " DRAINAGE AREA LESS THAN 1 ACRE 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. J. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO TfiE TRENCH. 111111:11r-- 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 4. BACKFILL ANO COMPACT THE EXCAVATED SOIL. ~~ ~ I;,= - SILT FENCE , 9 IN. EARTH[N RIDGE FILL SLOPE --I I m =m= MIN. 2 Fr UNLINED SWALE & BERM ENGINEER OF WORK ~t/oY~ RAVN L. MARTIN - RCE NO 48670 EXP. 6/30/04 FlOW ----- I-IAY BALE SILT BARRIER GRAVEL BAGS OVERLAP ONTO CURB -\ ) RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY -------.... J Fr (0.9 M) MIN. THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS 0 0 0 0 0 0 0 0 0 4"-6" LOGS 18" I ING'\ B'(MIN.) SPAC FOR VEHICLE ACCESS j _/ i!: ~ i § I;] "' ii:l '§,QJ i ~! :s lit "' GRAVEL CHECK DAM SWALE I ZfJ"' 1~A V rsEE T,\BLE BELOW} 1,,,--:-CENTERLINE lit DIRECnON OF )o STREIT now lit "' ,_ GRAVEZ. w-z BAGS (TYP,) 5,r ROADBED WIDTH I ,,--CE. 41 NTERLINE -- X SWALE ~ A-PLAN NO SCALE STREET SLOPE INTERVAL LESS THAN 2Jlr 200' 2Jlr TO 4X 100' 4X TO 10,r 50' MORE THAN 1 OJ/r 25' NOT£: PROVIDE VELOCITY REDUCER IN ALL UNPAVED STREETS AT THE INTERVALS INDICATED ABOVE MIN.) SPACING FOR /CLE ACCESS elh GRAVEL BAG VELOCITY REDUCER NO SCALE HYDROSEEDING 25,368 SF Rf OR TOP SLOPE IL/TOP SLOPE I ti. I I ' 1rGRAVEL BAGS I I ~~ /i I (J BHIGH) I HIGH oo" B ,-~ GRAVEL BAGS( W / WEIR) NO SCALE FIRST ROW GRAVEL FILLED HALF BURR/ED, / BAGS AT WEIR (TYP) -~= -DIRECTION OF FLOW PLACE ADDITIONAL GRAVEL__.....,....~~)> , FILLED BAGS AT WEIR WHERE APPLICABLE SECTION D-D NO SCALE FIRST ROW · . _,.,-GRAVEL B~GS (TYP,) HALF BURR/ED~ ®~ , 1/, ~ SECTION E-E NO SCALE LOG CHECK,...::D~A~M~-------L-----t:=_-==--=t+-==--=i4-==--==--==--==--==--==--==--==--==--==--==--==--==-r:=_-==--=r+-==--=1➔-==--==-r:=_-=7-t~lrn=o=s=,o=N~1,=~=~=~=0~=£=;:=~=!=:=:=t=:=m=~=R~=M~=N=~=A=D=='-~1===6~1 .--------------13ENCI-I MARK CALAVT";RA Hll,LS )) AS 13· UILT" La DESCRIPTION: STANDARD M-10 STREET VILLA'G E ,, y" CENTERLINE WELL MONUMENT y /).aJ..__ s-:l =i.s:: LOCATION: CENTERLINE OF EL CAMINO REAL AT ~A;;;,P:P~R~io:;;=~i~i!~!~?'fii'u;';;B;;;B~S========~:;==¢==:==\ _ EX~:30-06 R~..1,, S.J. ENGINITTIR'S STATION 454+ 92 PER 1-----+-----+----------------i----t---t-----i------i ~ ~;£ .1.Jl'SJ 0//·l'·;t' · ·" l-'.'.2~~==:_:~~:':::~~=--------1 R.S. 1 800-1 --·--··-WORKS RCE 23889 EXP 12 /31 /05 DATE RECORDED: COUNTY BENCH LEVELS (NO. 4·f·05 RLM COUNTY VERT. CONTROL DATA) DATE INITIAL TOR ELEVATION: 68.479 DATUM: NGVD OF 7 929 ENG/NEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE /NIT/AL OTHER APP/10VAL C/7Y APPROVAL R,\0236\~Eng\Preclse grocJing\PG PH! SHT 14.DI.G[ l935JJol-17-20C3l4,53 DRAWING NO. 403-3B W.O. No. 1941-41 BIN 081803' -.i:i,. 0 .... ...:a,, en / •If._,•• . I J , / .////_,--,., ,"----!-j / PlANNl'lG B'<GINEERING SURVEYING HUNSAI(ER & ASSOC:IATES ~AN DIEGO, 11-C. 1017Y Huennekens Sm:et San Diego, Ca 92121 PH{858)558-4500 · FX{8S8)'>"i8-1414 i ! NOT£· * HYDROSEED ALL PADS NOT TO BE CONSTRUCTED WITH IN 60 DAYS OF GRADING. * AREA DRAINS ARE TO BE CAPPED UNTIL LANDSCAPING IS IN PLACE. . . ' ' 2qs~19·1~ [j.i/ ··· NQ.; :ro.tos !)\JJt ENGINEER . . . .. OF WC)RK MONDL~ ~:#:J CE NO 48670 EXP. 6/30/04 . "AS BlJILT" ~Yk..L RCE 48fo70 . FXP. h2<2 06 //.<•AC Bk INSPECTOR DATE • . . /f 80 120 160 ----- SCALE 1'=4C' 1----+--+--------------t---t----t---i-----i j s15T I CITY OF CARLSBAD I s1E6s I ENGINEERING DEPARTMENT . .--------------1 ~==J__':::=========::::=::::::'...===== BJ~NCH MARK DESCRIPTION: STANDARD M-10 STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL AT ENGINFFR'S STATION 454+92 PER 1------ EROSION CONTROL PLAN FOR: CALAVERii. HILLS VILLAC;E "y" B. HUBBS ,b A _,, R.S. 1800-1 1---+--+-----------------+---+--+---t----t r fn'f £1'/•-~·"'-0 · I" ·v WORKS RCE 23889 EXP12/31IR§ DATE RECO?DED: ELEVATION: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) 68.479 DATUM: NGVD OF 1929 4·f·OS RLM 1 Hfl.S-Bt/lLTP fNfTfAL 0----~ DATE ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY, ..c--c--- CHKD BY: RVWD BY, ,-.,ROJECT NO. SDP 01-05 DRAWING NO. 403-3B R,\D236\&Eng\Preclse grodlng\PG PH! SHT 15,D',/G[ :935JJu,·!7--200J,l4 '.;4 W.O. No. 1941-41 qfN : 081803 ..a. (11 0 .... ..a. 0) ' !/", /} .. · / ~ .,,;, ~' --~ .. / -1/ \ ~--.£. \ \ Pl.ANNING ENGINEERING SURVlYING ~ ' f ' ' HUNSAKER & ASSO<:IATES ~AN n1t:c.o, INL 10179 Huenneken, Street San Diego, Ca 92121 PH{!l58)556·451J0· fX(658)558·1414 I \ I I / ! ! 0 / ! 40 j ; . , / ~ BO 120 160 SCALE 1 '= 40' ENGINEER OF WC)RK -~~ DATE C.M.P. RISER HOT-DIPPED FULLY C.OATfD GALVANIZED 12 GAUGE 2-2/3" x 1/2" CORRUGATIONS, DIAMf.Tf.R Pf.R PLANS. CUT 5 HORIZ. SLOTS OF 1/4" x 1D" EQUALLY SPACED AROUND CIRCUMFERENCE, FIRST ROW TO BE 4 • BELOW UNIVERSAL BAND COUPLER. SECOND ROW TO BE STAGGERED AT 5 1/3" BELOW FIRST ROW. CONTINUE STAGGERED ROWS UNTIL 24" ABOVE SOFFIT OF PRIVATE STORM DRAIN PIPE. WRAP RISER WITH TREV/RA S1115 FILTER FABRIC OR EQUAL BY: c ,,,..--6' CHAIN UNK f FENCE PER 1 , R.S.D. M-6 (7YP) VARIES '-._ TOP OF BASIN SEE BACKFILL NOTE TOP AND BOTTOM LENGTH AND WIDTH PER PLAN VAFI/ES I' MIN. DEBRIS RACK CAGE j-J6'-"-I (SEE DETAIL O RIG,T).,.,,.mTT ---+ ---~SZ~W.~:'1~TE=R~L=EV~E=L~-- 0.5' F'OR ADDmONAL 1' MIN h=HEADWATER ABOVE RISER STORAGE . 1' PA/fol)' STRIPE r!'::"':'::'::':':!, ---+--RISER SPILLWAY ELEVATION PER PLAN 3/4" GRAVEL MOUND AROUND PIPE 1% - STORM DRAIN SIZE & SLOPE PER PLANS • . L------h-~-~;.:_-.c.,.~:.11-~-:::c-~-::::-:::-::;·::-:..:-;· ~--9-~-~L_ P.C.C. FILLET MAINTENANCE SLURRY TO SPRINGLINE, 1 'MIN. PAST THE LIMIT FL PER IMP. PLANS (B) OF THE BASIN NOTE:: TRENCH BACKFILL SHALL CONSIST OF NAT/VF: IMPERVIOUS MATERIAL, APPROVED BY THE SOILS ENGINEER PRIOR TO PLACEMENT.OPEN GRADED, PERMEABLE MA ff.RIAL SHALL NOT BE USED AS BACKFILL. DESIL TING BASIN DETAIL (PRIVATE) NOT TD SCALE SPOTWELD E:ACH POST 4 PLACES 1' /3 REBARS - SPACED Cl 6"0.C. TOP VIEW PER CAL TRANS STD. PLAN D-96 PCC ANCHOR BLOCK 12 • MIN. REINFORCE W/ 6"x6"x10 GAUGE WELDED WIRE FABRIC -DIAMETER EQUALS SIZE: OF RISER PER IMPROVEMENT PLANS 1/B"x12"x48" --ANTI-VORTEX PLATE: 5 #3 REBARS EVENLY SPACED &: SPOTWELDED TO END OF POST BOTH SIDES } UNIVERSAL BAND COUPLERS MATCH TOP -OF COUPLER W/ TOP OF RISER SEDIMENT SHALL BE REMOVED WHENEVER STORAGE CAPACITY AT THE PAINT STRIPE HAS BEEN ACHIEVED. SEDIMENT SHALL BE DISPOSED OF IN SUCH A MANNER THAT WILL PREVENT ITS RETURN TO THE DESILTING BASIN OR MOVEMENT INTO DOWN~'TREAM AREAS DURING SUBSEQUENT RUNOFF. THE DESIL TING BASINS ARE PRIVATE FACILITIES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR MAINTENANCE. FRONT VIEW DEBRIS RACK CAGE SHALL BE HOT-DIPPED GALVANIZED DEBRIS RACK CAGE DETAIL NOT TD SCALE 'I, INSTALL VISQUENE 011 EQUIV. EROSION CONTROL D,EV/CE ON SWALE SURFACE. ~ CITY OF CARLSBAD ~ --l---+-----------------+----,f----+--+---t ~ ENGINEERING DEPARTMENT ~ .------------------t.._-_ -_ -_ -_ -_ i+---_ -_ -_ 1J-_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_-_-_-_-_rt--_-_-_-_ -_tt--_ -_ -_ -_ 1-t -_ -_-_ -_ 1-t---_ -_ -_ 1---i ~E=R=O=S=/O=N=--=C=ON='/:=R=O=L~P=LA'.:=N=F=O=R=:======::::'....'.===; BENCH M.ARK CALAVEI~A HILLS DESCRIPTION: STANDARD M-1O STREET CENTERLINE WELL MONUMENT LOCATION: CENTERLINE OF EL CAMINO REAL A, ENGINEER'S STATION 454+92 P~R 1---+--+------------------t-----t---i-----t---, R.S. 1800-1 4-· I· tJ5 leLM / 'R5-BL/It. T11 VILLAGE "y" 16 UBLIC WORKS RC£ .z.:ill6.9. EXP. DATE ~/4«,s RECORDED: COUNTl' BENCH LEVELS (NO. COUNT,' VERT. CONTROL DATA) ELEVATION: 68.479 DATUM: NGVD OF 1929 DATE INITIAL cNGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CJTY APPRO\IAL rHOJECT NO. SDP 01-05 DRAWING NO. 403-38 INSPECTOR DATE R,\0236\&Eng\Precise grociing\PG PHI SHT16.D1,1G[ 1935JJul-17· 200314,55 W.O. No. 1941-41 BIN : 081803 .... 0) 0 -.... 0) \ \ I