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HomeMy WebLinkAboutDWG 409-4B; CT 01-09; LA COSTA TOWN SQUARE COMMERCIAL; 01-14SOILS ENGINEER~ CERTIFICATE f, 1/Av\.O. W. ¼-(.ly , A /1£CISTE/1£D CIVIL £NGIN££R OF TH£ STAT£ or CALIFOIINIA, PRINCIPALLY DOING 8/ISIN£SS IN TH£ Fl£LO or APPL/£0 SOILS MECHANICS, HEIIE8Y CERTIFY THAT A SAMPLING AND STVD y or TH£ SOIL CONDITIONS P/1£VAL£NT WITHIN THIS SIT£ WAS MAD£ BY M£ OR /IND£R MY DIRECTION B£TW££N TH£ DATES or MAY f. 1990 ANO .!//NE: I. 1990 • TWO COPIES OF TH£ SOILS R£POIIT COMPILED FIIOM THIS ST/IOY, WITH MY R£COMM£NDATIONS, HAS B£EN S/18/,flTTED TO TH£ 0Ff7C£ OF TH£ CITY £NGIN££//. P.E. NO ... ·~ __ tf'---1.c.=~-~~1 ______ _ LICENSE EXPIRATION DATE: ~' ,,, '2.cot: OffNER~ CERTIFICATE y\\D~ ~~ ... ,~.,--\ ,;,~• w ~•J..,_\ /v \\'O . Slf~ \ ~:.-~ \ , 1 f,J :tr' <'<,\ ~~'-_\\ . r·• Q ...,,. ,·-·. ; ,:~ ; r, • --, • .• •'o "C-,.,,.,.7 j' ' \: '.'. r-.,~."_i~'J~ ;\' I/ ~ '.:-• /,,, I, .. -,::,.. Cl_',li\..~ .. :~I ~l'r;r,~11'~ ---I {W£} H£/1£8Y CERTIFY THAT A R£GIST£R£D SOILS £NGIN£ER OR GEOLOGIST HAS 8££N OR WILL 8£ R£TAIN£D TO S/IPERVIS£ OV£R-ALL GRAO/NG ACTIVITY ANO AOVIS£ ON TH£ COMPACTION AND STABILITY or THE SITE. I (WE) /INO£RSTAND THAT TH£ APPROVAL OF THESE PLANS DO£S NOT £STA8USH GRADES FOR WHICH S//8SEQ/IENT DISCRETIONARY APPL/CA T/ONS WILL 8£ R£VIEW£D AGAINST. I (WE) /INO£RSTAND NO 8//llDING PERMITS WILL 8£ ISS/1£0 FOR THIS SITE /INL£SS F/IRTHER DISCR£TIONARY APPUCAT/ONS ARE APPROVED BY THE CITY. ITS: OECIARATION OF RESPONSmLE CHARGE I HEREBY DECLARE THAT I AM TH£ £NC/NEER OF WORK FOR THIS PROJECT, THAT I fi4VE EXERCISED RESPONSIBLE C!i4RC£ OVER TH£ DESIGN ON TH£ PROJECT AS DEFINED IN SECTION 6103 OF TH£ B/IS/NESS ANO PROFESSIONS CODE. AND THAT TH£ DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT TH£ CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TH£ CITY OF CARLSBAD DOES NOT RELIEVE ME, AS £NC/NEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIG/11 01l4 Y CONSULTANTS, INC. 2110 LOKER A'IEN/1£ WEST, SUIT£ 100 CARLSBAD, CALIFORNIA 92008 (760} 931-1700 _,A~;;J~--DATE a, ..... rt;_~.1,j GE ORCE O 'jA Y ----(/ R.CE. NO. 32014 EXP. 12/31/04 CITY or OCEANSIDE HIGHWAY ls PACIFIC OCEAN 11 CITY or VISTA CITY OF ENCINITAS VICINITY .MAP NO SCALE I I X CARLSBAD TRACT NO. C. T. 01-09 TOWN SQUARE X X SITE LA COSTA / KEY MAP SCALE: 1 • -JOO' 11//#lffeM = AREA TO BE BLASTED, NO GRAOING. RJYQCB PERMIT N.O.l ______ _ W0/0 I 1~1C~2.CQf2 EARTinlORK SUMMARY rsu SH£fT .1 ma m w O/ilJ£R or WOltKJ X X CIVIL ENGINEER OVAY CONSULTANTS, INC. 2710 lOKEII AVENUE WEST, SUITE 100 CARLSBAD, CA 92008 PROJECT LOCATION ASSESSOll's PARCEL No. 223-050-68, 70, 223-060-31, J2 SOURCE OF TOPOGRAPHY TOW/Ll AERIAL S/JRV£YS 0A TEO APRIL 20, 2000 LEGAL OESCRIPTION A PORTION OF SECTION JI, TOWNSHIP 12 SOUTH it A PORTION OF SECTION 6, TOWNSHIP 1 J SOUTH, RANG J WEST, SAN BERNADINO MERIDIAN, TOGETHER WITH PORTIONS or LOTS 4 it 5 or RANCHO LAS ENCINITAS ACCORDING TO MAP THERE or NO. 848, IN THE CITY OF CAI/LSBAO, COUNTY OF SAN DIEGO, STAT£ OF CALIFOIINIA. PARC£ A P, CERTIFICATE OF COMPLIANCE /89-680019, RECORDED DEC. 15, 1989 os"\I 1S ,._001>-i ~•o\ltl f\i'>i fl. 0 \, S r,,i ~~ ll-0 NOTE: MAG PROPERTIES ro ASS/JME RESPONSIBILITY FOR ALL EROSION CONTIIOL MEAS/IRES ON MAG PROPERTY. THIS MEANS THOSE EXISTING AT THIS TIME Pl/IS THOSE THAT WILL BE INSTALLED AS PART or THE PLANS. c.otl ENGINEERS NOTES 1. REVISION or THESE PLANS MAY BE 11£0//111£0 tr THE PROPOSED IMPIIOVEM£NTS ARE NOT CONSTRUCTED PRIOR TO TH£ DEADLINE DATE or THE IMPROVEMENT AGREEMENT. 2. TH£ EXISTENCE AND LOCATION OF /ITIL/TY STRUCT/JIIES AND FACILITIES SHOWN ON TH£ CONSTR/JCTION PLANS WERE OBTAINED BY A SEARCH OF TH£ AVAILABLE RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EX/STANCE OF OTHER //Tll/TY FACILITIES OR STRUCT/JRES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON TH£ PLANS. TH£ CONTRACTOR IS R£0/IIIIED TO TAKE OU£ PRECA/ITIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING rACILIT/£S OR STR/ICTVR£S NOT SHOWN. J. THE CONTRACTOR SHALL VERIFY THE LOCATION OF All EXISTING FACILITIES (ABOVEGROUND AND UNDERGIIOUND) WITHIN THE PROJECT SIT£ S/IFF/CIENTL Y AHEAD or THE CONSTRUCTION TO PERMIT THE REVISIONS or THE CONSTRUCT/ON PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PIIOPOSED WORK. OJYNER: OEVELOPER: LA COSTA TOWN SO/JAR£, l.lC. 8799 BALBOA AV£, SUITE 270 SAN DIEGO, CA 92123 PHONE: (858} 268-8901 OM1YJ) NOTE NO GRADING SHALL OCCUR OVER EXISTING FACILITIES WITHOUT APPIIOVAL rROM THE OIST/1/CT. ALSO, All EXISTING FACILITIES MUST BE KEPT IN S, ARE INSTALLm, OP£, BY O.M.W.D. 'ERVIC£ /JNTIL NEW FACILITIES 'RATIONAL AND ACCEPTED CIIT /CY) {Ill /CY) EXPORT /CY) SHEET L "NDEX OVER-EXCAVATION (DFFICE DEVELOPMENT} '95,390 MASS PAO (OFflCE DEVELOPMENT} 62,411 BORROW SIT£ 7],ou . .U, PJf STOCKPll£ 0 0 61,410 1% .. 95,16,1 • THIS INCL/J0£S THE 6,971 CY TOPSOIL TO iJ£ KEPT ON SITE. .-.t P§.JMT C. Y. IIEfltt.U" IO 8,. q -f 7 PLA, £0 '"-e-1,3" C.Y. .V£E9Eb 73,oB us,O 1001 "'.94,Hr 7 3, 013 NOTE!! SHmNO, 1 2 J ,1-7 8 9 10-13 /,I ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE IJSEO FOR HORIZONTAL OR VERllCAL SIJRVEY CONTROL BENCHMARK: DESCRIPTION: K-302. A STANDARD 0/SK STAMPED K 302 1935 IN TH£ TOP OF A CONCRETE POST LOCATION: 85' EASTERLY OF £ASTERN BERM LIN£ or RANCHO SANTA FE RD., AND APPROX/MATZ Y 1.2 /I/LES NORTHERLY OF THE INTERSECllON OF RANCHO SANTA F£ ROAD AND LA COSTA All£ RECORD FROM: CO/JNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA) ELEVATION: 53339 DATUM: NGVD OF 1929 J1£SCIIJP110N TITLE SHEET NOTES OETAllS GRADING PLANS STORM DRAIN PROFILE EROSION CONTROL DETAILS EROSION CONTROL PLAN CROSS SECTION OLIVENHAIN WATER DISTRICT GEORGE BRIEST DATE DEPUTY CITY ENGINEER R.C.E. 48853 EXP. 9-30-04 /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION 1YORK TO BE OONE TH£ GRADING WORK SHALL CONSIST or THE CONSTR/ICTION OF All curs AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO PLANTING or P£RMANENT LANDSCAPING AND PREPARATION OF AS-8/JllT GRADING PLANS, AS-B/1/LT G£0LOG/C MAPS AND REPORTS, ALL AS SHOWN OR R£QUIREO ON THIS SET OF PLANS AND TH£ CITY STANDARDS, SP£C/f7CATIONS, R£0UIR£M£NTS, RESOLUTIONS AND ORDINANCES CIT£D ON THES£ PLANS. THE GRADING WORK SHALL 8£ PERFORMED IN ACCORDANC£ WITH THE FDLLOWIN(l DOC/IMENTS, C/JRRENT AT THE TIM£ OF APPROVAL OIi AS DIRECTED BY THE CITY ENGINEER: I. CARLSBAD MUNICIPAL CODE 2. CITY or CARlSBAO STANDARDS. 3. THIS SET OF PLANS. ./. PLANNING COMl,(ISSION RESOlUTION NO. 331!. 5. CITY COUNCIL RESOl/JTION NO. 92-152. 6. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTIWCTION (GREEN BOOK). 7. SOILS REPORT ANO RECOMM£NDA T/ONS BY GEO SOILS INC. DATED JUNE 6. I 990 TITLED PERl/MfNAHY GEOTECHNICAL STVOY PER W.O. 1047-SD ON FIL£ WITH THE CITY OF CARSLBAD, CALIFORNIA 8. TH£ SAN D/£GO R£GIONAL STANDARD DRAWINGS AND AS MAY 8£ MOOIFIED BY TH£ CITY OF CARLSBAD STANDARDS. 9. £NVll/0Nl,(£NTAL APPROVAL DOCUMENTS OAT£0 J/INE 6, 1992 ,t ADDENDUM DAT£ MAI/CH 2000, RESOLUTION NO. 92-152. 10. THE STORI,( WATER POLLUTION PR£V£NTION PLAN PR£PARED BY OVAY CONS/JLTANTS, DATED NOVEM8£R 25, 200J. LECENO D£SCRIPTION STO. OWG. SYMBOL OIJANTITY SUBDIVISION BOUNDARY LOT LINES. STREET RIGHT or WAY. TOP AND TO£ or S/OPE ' £AS£/1£NT LINES STOR/1 DRAIN . . . . EXIST. STORM DRAIN . CONTOUR ... EXIST/NC CONTOUR . EXIST/NC SPOT £L£VAllON EXIST/NC SLOPES. . . . . CUT OR Fill SLOP£ LINES DAYLIGHT LIN£ . TOP OF CURB. R. OWi.iN£ ELEVATION . FINISHED GRAD£ SPOT ELEVATIONS. FINISHm SURFACE SPOT ELEVATIONS. EARTH SWALE. BROW DITCH. TYPE ,l' CLEANOUT. PROPOSED STORM DRAIN. RIP RAP. . PEIi DETAIL ON SHEET J. .0-15 .0-9 . 0-40. REFERENCE ORA ff/NC~ ------ =so== ==== =--5[)-----=== ----110- 86.22 R 85.63 TC • 81,3 85.JJ_.!G ... ---rs -== --- DRAIY/NG NO. 222-1 IMPROVEM£NT or LA COSTA AVE it RANCHO SANTA FE RD. DRAWING NO. 116-2 IMPROVEMENTS FOR RANCHO SANTA FE RD Of/AW/NC NO. J97-1 1/IPROVEMENTS FOR PASO LUPINO Of/AWING NO. 368-2 DRAWING NO. 397-1F SHEETS 3 ,t 4 or 15 PER 0/,/IY/J SD-001-,64-o, NO GRADING SHALL OCClJR OVER DISTRICT FACILITIES WITHOUT WRITTEN DISTRICT APPROVAL ©2003 O'Day Consultants, Inc. DESIGNED BY: K.D. DATE: OCTOBER 2003 c~~-, DRAWN BY: ·-J.S., CJ'. SCALE: AS SHOWN PROJECT MGR.· f,.Q, JOB NO.: 00-1017 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Plonning Carlsbad, California 92008 Processing 760-931-7700 Surveying h . , 11 .1/7,.,. Fox: 760-931-8660 DATE: "-,r a• GEORGt:1JO'IY,Y /7 RCE: 32014 PLANNING DEPARTMENT APPROVAL "AS BUil T" l\¼ La e"1lrf2fJK Ot:b-DATE: 12/1Q P3 /2,~~-o ·07 ~z,av (SI i IIICHAEl,1J. H~R, PLAN!IING DIRECTOR ) RCE == EXP. ~¥~ DATE (1 J-·• DATE:12//6/0) REVl~WEL: -·; NED) RECOMMENDED BY: UAAI ~J._ -;:.-~ 7/~,,/,<1 PRrnT NAIii!) INSPECTO~ DATE I SH1ET I CITY OF CARI.BEAD I SH{4s [ ENGINEERING DEPARTMENT CHAD/NC PW/S FOR I.A COSTA TOWN SOUAHE TITLE SHEET NOTES ANO LEGEND ~.PPROVED ~ ,::: ,~ ~ s • 1.£ -'-t< LLOYD 8. HUBBS .r_;;b•&,. l RCE 239-EX~S 12-31-05 CITY ENGINEER DATE OWN BY: DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO. CHKO BY: C.T. Of-09 409-48 OTHER APPROVAL CllY APPROVAL RVWD BY: [,\001017\10171\GOl.D\./G 12/11/2003 11,21'!2 AM PST XRFFS: 1017AG; 1017At.lAP; 1017AGRD; 1017....,C; 1017TP01; 1017PLAN; 1017map ----+ 010204 GRADING NOTES SPECIAL NOTES (IN ADDIT!ON TO THE REOIJ/R£1,1£NTS OF CHAPTER 15.16 OF THE CARLSBAD 1.1/JNICIPAL CODE) I. THE PROJECT SHALL CONFORM TO SAN 0/ECO COUNTY 8LASl/NC ORDINANCE Till.£ J, DIVISION 5, 25. UPON COMPLEllON OF GRADING. DEVE/.OPER SHALL flLE AN 'AS-GRAOEIJ" CEOLOC/C CHAPTER Iii COUNTY CODE OF REC/JLATORY ORDINANCES SECTIONS 35.371.IOI-I04, 35. 371..JOl(o), PLAN It/ TH THE CITY ENC/NEER. THE PLAN SHALL CLEARLY SHOW ALL THE CEOLOCY I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSl Y APPR0'(£[) BY THE CITY OF CARLSBAD 26. ALL SLOPES SHAil 8£ TR!MMDJ TO A FINISH GRADE TO PROO/JC£ A UNIFORM J5.J17.J06 AND J5.J77.J07 TO REDUCE THE TEMPORARY NOISE IMPACTS OU£ TO BLASl/NG ANO SECl/ON AS EXPOSED BY THE GRADING OPERA l/ON, ALL GEOLOC/C CORRECl/VE MEASURES AS REGARD/NC GRAD/NC SHOHN ON THIS SET OF PLANS. SURFACE ANO CROSS SECl/ON. THE SITE SHAil 8£ LEFT IN A NEAT ANO 8.48.0/0 OF THE CITY'S MUNICIPAL CODE LIMIT!NG ALLOWABLE HOURS OF ACl/Vll/£S. THE ALLOWABLE ACTUALLY CONSTRUCTTO ANO MUST 8£ BASED ON A CONTOUR MAP, WHICH 2 APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORl/ON OF THE CARLSBAD OROERL Y CONOIT!ON. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED HOURS OF ACl/VIT!ES ASSOCIATED It/TH BLAST!NC MLL BE FROM 9:00 AM TO 4:30 Pl,( OR ONE-HALF REPRESENTS BOTH THE PRE ANO POST SIT[ GRADING. THE PLAN SHALL 8£ SIGNED MUNICIPAL CODE, RESOLUT!ON OF CONOIT!ONAL APPROVAL, CITY STANDARDS OR OTHER ANO DISPOSED OF AT A SITE APPR0'(£[) OF BY THE CITY ENC/NEER. HOUR BEFORE SUNSET, WHICHEV£R COVES FIRST, MONDAY THROUGH FRIDAY. NO BLAST/NC MLL BE BY BOTH THE SOILS ENC/NEER AND THE ENC/NEER/NC CEO/.OC/ST, AND SHALL BE AOD/TlONAL DOCUMENTS l/STEO HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENC/NEER ALLO',/EO ON WEEKENDS OR ON THE HOLIDAYS SPECIFIED IN SECT!ON 8.48.010 OF THE CITY'S MUNICIPAL SUBMITTTD ON A 24" X J6" M'rlAR OR SIMILAR DRAFl/NC FILM FORMAT SUITABLE FOR IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCO VEREO. 27. All SLOPES SHALL 8£ !RR/CA TED, STABIUZED, PLANTED AND/OR HYDROSEEOED CODE. A PERMANENT RECORD. J CITY APPROVAL OF PLANS DOES NOT RillEVE THE OEV£LOPER OR ENC/NEER-OF-WORK FROM WITHIN TEN (10} DAYS OF THE TH.fE /WIEN EACH SLOPE IS BROUGHT TO GRADE RESPONSIBILITY FOR THE CORRECT!ON OF ERRORS ANO Ol,f/SSIONS O/SCOV£RDJ DURING CONSTRUCl/ON. AS SHOWN ON THE APPRO'IEO CRADINC PLANS. 2 HOURS OF GRAD/NC SHALL BE LIMITED TO THE TIME PERIOD ALLOIYED IN THE CARLSBAD MUNICIPAL CODE 26. PRIOR TO BLASl/NC. A BLASl/NC SCHEDULE SHALL 8£ APPROV£D BY THE CITY ENC/NEER. ALL PLAN REVISIONS SHALL BE PROMPllY SUB/1/TTED TO THE CITY ENC/NEER FOR APPROVAL 28. LANDSCAPING SHALL BE ACCOMPLISHED ON All SI.OPES ANO PADS AS REOU/RDJ (SECl/ON 8.48.010},· 7.·00 AM TO SUNSET ON ',/EEKDAYS AND 8:00 AM TO SUNSET ON SATURDAYS. NO A RIGHT-OF-WAY PERMIT FROI.I THE CITY ENGINEER HILL BE REQUIRED FOR ANY WORK IN THE BY THE CITY OF CARLSBAD LANDSCAPE MANUALANO/OR AS DIRECTED BY THE CITY GRADING, EXCEPT IN THE E'IENT OF AN EMERGENCY AS DETERMINED BY THE CITY MANAGER PER 21. THE BLASl/NG CONTRACTOR SHALL NOTIFY THE CARLSBAD POl/CE DEPARTMENT ANO THE 4. ENC/NEER OR PLAlrNINC DIRECTOR. MUNICIPAL CODE SECT!ON 8.411.010, SHALL OCCUR ON SUNDAYS ANO DESIGNATED HOI.IOAYS. COUNTY SHERIFF'S DEPARTMENT PRIOR TO COMMENCING BLAST!NC ACT!VIT!ES. PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERl/FICA TE OF INSURANCE MUST 8£ FILED NAM/NC THE CITY OF CARLSBAD AS AN AOOIT!ONAL INSURED ON THE PERMITTEE'S POLICY J. IF GRADING ACl/Vll/ES MLL OCCUR HITHIN 150 FEET OF EX!Sl/NC RESIDENTIAL AREAS, THOSE 28. THE PROPERTY OWNER SHALL GIVE A ONE-l/ME NOT!CE IN llf?ll/NG TO RESIDENCES AND IN THE MINIMUM AMOUNT OF J!, 000, 000 00 FOR EACH OCCURRENCE OF l/ABIL/TY TH[ INSURANCE 29. THE OM/ER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE CONSTRUCT!ON ACTIV/Tl[S SHALL 8£ LIM/TEO TO AN EIGHT HO/JR PERIOD WITHIN THE ALIOWABIE TIME BUSINESSES MT/1/N 600 FEET OF A POTENTIAL MAJOR BLAST LOCAT!ON. THE NO T!CE SHALL /2.0MPANY Wl?/TlNC TH[ POLl/2.Y MUST HA 'IE A RA T!N(i_ OF ii " ANO A Sllf. CA TECOR Y OF C/.AS!i_ V THE WORK OF THESE GRAD/NC PLANS WITH THAT SHOHN ON BOTH THE LANDSCAPE FRAME /NO/CA TED ABO,£ OICSLOSE THE ANT!CIPATEO BLASl/NC SCHEDULE AND PROVIDE A CONTACT PHONE NUMBER <'lei. [STABL/SHE{l_ BY 'BES.rs· K[Y !l;!!INIJ. ,;;Jj_/OE. ANO IRRICAl/ON PLANS ANO THE IMPROV£MENT PLANS AS RE{)IJIRED FOR THIS 5. UNLESS EXEMPTTO BY SECT!ON .JOl.(b}5 OF THE UNIFORM 8/Jlf_O/NC CODE, RETAIN/NC WALLS WORK IN ACCORDANCE MTH THE LANDSCAPE MANUAL TIME REOIJIREMENTS. 4. HOURS OF OPERA T!ON OF THE MATERIALS PROCESSING CENTTRS SHALL BE LIN/TEO TO THE TIME PERIOD FOR THE BLAST!NC CONTRACTOR. ALLOWED IN CARlSBAD MUNICIPAL CODE SECT!ON 8.48.010 FOR CONSTRUCl/ON; 7:00 AM TO SUNSET ON OUTSIDE OF PUBLIC RIGHT OF WAY RE{)IJIRE SEPARATE PERMITS FROM THE BUILD/NC DEPARTMENT. JO STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETT PIPE WITH A MINIMUM ',/EEKDA YS ANO 8.· 00 AM TO SUNSET ON SA TUROA YS. NO CONSTRUCl/ON, EXCEPT IN THE EV£NT OF AN 29. A PRE-BLAST INSPECTION OF EXIST/NC STRUCllJRES SHALL BE CONOUCTTD WITHIN JOO FEET 6. NO WORK SHALL BE C0/11,fENCDJ UNl/L ALL PERMITS HA VE BEEN 08 TA/NED FROM THE CITY D-lOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15' PVC MAY BE EMERGENCY AS DETERMINED BY THE CITY MANAGER PER MUNICIPAL CODE SE Cl/ON 8. 48. 010, SHALL OF ANY PROPOSED DETOMA l/ON BY AN INSPECTOR APPROVED BY Tl/£ CARLSBAD POLICE AND OTHER APPROPRIATE AGENCIES. UTILIZED PROWOED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH 3/4" OCCUR ON SUNOA YS ANO OES/CNA TED HOLIOA YS DEPARTMENT, TH£ SAN DIEGO COI.INTY SHERIFF'S DEPARTMENT, ANO THE CITY OF CARLSBAD ROCK PER SORSD S-4 T'rPE •c• ANO PIPE MEETS AST/I STANDARD JOJ4 FOR BUILD/NC DEPARTMENT. 7. APPROVAL OF THESE PLANS BY Tl-IE CITY ENC/NEER DOES NOT AUTHORIZE ANY WORK OR GRADING SOR 35 SOLID WALL PIPE. 5. PRIOR TO THE COMMENCEMENT OF MATERIALS PROCESS/NC, CONSTRUCTION £()U!Pl,/ENT SHALi 8£ TO 8£ PERFORAIED UNT!L THE PROPERTY OltNER'S PERMISSION HAS BEEN OBTAINED AND A VAl/0 PROPER/ Y MAINTAINED AND FITTTO It/TH STANDARD AIUmERS. JO. A BLAST/NC REPORT SHALL 8£ SUBMITTED TO THE CITY ENC/NEER PRIOR TO ANY BLAST!NG GRAOINC PERMIT HAS BEEN ISSUED. JI. lff-/ERE AN EXIST/NC PIPE LINE IS TO 8£ ABANDONED AS A RESUI T OF THE ACT!VITES. THE REPORT SHALL CONFORM TO THE SAN DIEGO COI.INTY BLAST!NC ORDINANCE 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE Wl?ITTEN APPROVAL OF THE CITY GRAD/NC OPERA T!ON, IT SHALL BE RE/10'(£[) It/THIN T',/ENTY FEET OF BU/LO/NC 6. CONSTRUCl/ON IMPACTS TO ACT!VE COASTAi CAl/FORNIA CNA TCATCHER NESTS It/LL BE A VOIDED BY (DIWSION 5, TlllE J, SECT!ON 35) ANO VIBRA T!ON STANDARDS PRO/IULCA TEO BY THE U.S. ENC/NEER. NOTED WITHIN THE REVISION BLOCK, ON THE APPROPR!A TT SHEET OF THE PLANS OR STREET AREAS ANO REPLACED It/TH PROPER/ Y COMPACTED SOILS. IN OTHER REMOVING THE DCSS It/THIN THE PROJECT AREA OUTSIDE OF THE BREED/NC SEASON (FEBRUARY /5 BUREAU OF MINES. AND THE llll.E SHEET. AREAS THE PIPE WILL BE PLUCCDJ WITH CONCRETE OR REMO'(£[) AS APPROVED BY TO AUGUST JO} UNLESS A OUALIFIEO BIOI.OCIST DETERMINES THERE WOULD 8£ NO IMPACTS. A 9. OR/CINA/ DRAMNCS SHALL BECOME THE PROPERTY OF THE CITY UPON 8E/NC S/CNEO BY THE THE CITY ENC/NEER. {)IJAl!f/£0 BIOlOCIST SHALL MONITOR ALL V£CETAl/ON REMOVAL TO ENSURE NO DIRECT IMPACTS JI. A PRECONSTRUCTION AIEEl/NC SHALL 8£ HELD AT THE SITT PRIOR TO THE BEGINNING OF CITY ENC/NEER. 32 THE CONTRACTOR SHALL V£RIFY THE LOCA T!ON OF All EX!Sl/NC FACILITIES OCCUR TO INDIVIDUAL BIRDS OR NESTS. WORK AND SHALL BE A TTENOEO BY THE ARCHAEOLOGIST, PALEONTOLOCIST. BIOLOGIST. PROJECT '~ THE OR/CINAL DRAW/NC SHALL 8£ REVISED TO REFLECT AS-BUILT COND/TlONS BY Tl-/£ (ABOV£ GROUND ANO UNDER GROUND) MTHIN THE PROJECT SITE sumCIENT/.Y 7. CONSTRUCT!ON IMPACTS TO NESl/NG RAPTORS Hill BE AVOIDED BY REMOVAL OF ANY TREE IN THE PLANNER, ENC/NEER OF WORK, AND NA l/V£ AMERICAN MONITOR. THE CONTRACTOR SHAil 10. AHEAD OF GRAD/NC TO PERMIT THE Rfl?SION OF THE GRAD/NC PLANS IF IT IS SCHEDULE THE MEET!NC Tl/ROUCH THE PERAIIT Cl.ERK (602-2780} AT LEAST FIVE (5) WORK/NC ENC/NEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. FOUND THAT THE ACT/JAi LOCAT!ONS ARE IN CONFLICT WITH THE PROPOSEO PROJECT AREA BETWEEN SEPTEMBER AND JANUARY, OUTS/OE OF THE BREEDING SEASON. IF TREE DAYS PRIOR TO START!NC CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO II. ACCESS FOR FIRE ANO OTHER EIIERCENCY V£fl/C/.ES SHALL 8£ MAINTAINED TO WORK REMOVAL MUST BE CONDUCTED DUR/NC THE BREEDING SEASON, A RAPTOR NEST SURV£Y SHALL 8£ SCHEDULING. THE GRAD/NC PERMIT WILL 8£ PRO'l/0£0 BY THE PROJECT INSPECTOR AT THE THE PROJECT SITE AT All TIMES DUR/NC CONSTRUCT!ON. THE CONTRACTOR SHALL NOT!FY AFFECTED UTILITY COMPANIES (SEE BELOW) AT CONDUCTED BY A 0/JALIFIEO BIOI.OCIST PRIOR TO ANY RD.fOVAI TO DETERMINE IF ANY RAP TOR NESTS AIEET!NG. JJ. ARE PRESENT. IF AN ACT!VE NEST IS OISCOV£RED, A BUFFER SHALL BE ESTABLISHED AROUND Tl-/£ TREE /2 lff-lERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COIJPRISED OF: (A) LEAST 2 FULL WORK/NC DAYS PRIOR TO START/NC GRAD/NC NEAR THEIR UNTIL THE YOUNG ARE INDEPENDENT OF THE NEST SITE. EASEMENTS: SUMNARY SHEET, (B} LABORATORY WORK SHEETS ANO (C} COI.IPACTION CURVES, SHALL FACILIT!ES AND SHALi COORDINATE THE lltWK WITH A CO/IPANY REPRESENTA 111,£ BE SUBMITTED BY A PROFESSIONAL ENC/NEER OF THE STA TE OF CALIFORNIA, PR/NC/PALL Y UNDERGROUND SERVICE ALERT 1-800-422-4/JJ 8. ALL VEGETAl/ON IIIT/1/N THE RIPARIAN SCRUB SHALL 8£ REMOVED OIJTS/0£ OF THE LEAST BELL'S VIREO EASEMENTS PER PRELIMINARY Till£ REPORT DATED DECEMBER 1, 2003 BY DO/NC BUSINESS IN THE FIELD OF APPLIED SOILS NECHAN/CS. THE SOILS REPORT It/LL 8£ SOC&[ (160)438-6200 BREED/NC SEASON (MARCH 15 TO SEPTTIIBER 15) TO ENSURE THAT NO 0/RECT IMPACTS OCCUR TO THESE SUBMITTED TO THE CITY ENC/NEER/NC INSPECTOR WITHIN TWO WORK/NC DAYS OF THE PACIFIC BELL !!6~489-3441 SPECIES. ADD/TlONALl r, A 8/0LOCIST SHALL MONITOR ALL VEGETA l/ON REMOVAL TO ENSURE NO 0/RECT FIRST AMERICAN TITLE COMPANY, ORDER No. D/V-675839 (20) COl,fPLET!ON OF FIELD TTSTS. ADELPHIA C0/11,f/JN/CA l/ONS 760 931-7000 11,fPACTS OCCUR TO INDIVIDUAL BIRDS OR NESTS. IJ A SO/IS COI.IPACT!ON REPORT AND CONPl/ANCE V£R/FICA l/ON REGARD/NC ADHERENCE TO CITY OF CARLSBAD (STREETS & STORM DRAIN) (160)434-2980 PRNO DOCUMENT NUMBER RECORO/NC OA TE REFERENCE COMMENTS 0/SPOS!llON R£COl,fMENOA T!ONS OUll!NEO IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE 'CITY OF CARLSBAD (SE/lfR,WATER & RECLAIMED WATER) (160}438-3367 9. THE ARCHAEIOCIST OR PALEONTOlOCIST. SHALL BE ALLOHUI TO DIVERT OR DIRECT GRAD/NC OF A BUII_O/NC PERAIIT. ALL CONTROLLED GRAD/NC SHALL BE DONE UNDER THE 0/RECT!ON 'SAN 0/ECU/TO WATER 0/STRICT (160)753-1145 IN THE AREA OF AN EXPOSED FOSSIi TO FAC/1/TATE EVALUAT!ON AND, IF NECESSARY, £4LVAC£ ® ITEM 5 BOOK 1737 PACE 4 01/21/19.JO S.O. COUNTY RS 454 VACATT 'LEUCADIA COUNTY WATER DISTRICT (160}75J-0/55 OF A PROFESSIONAL ENC/NEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS 'VALLEC/TOS WATER DISTRICT (160)144-0460 ITTM 6 BOOK ·5208 PACE 40J 04/19/1954 SDGE 100' TRANS RDIAIN IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE 10 BECAIJSE OF THE SMALL NA TIJRE OF SOME FOSSILS PRESENT IN THESE ROCK UNITS, MA TRIX SAMPLES CONSTRUCTTD IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO 'OI.IVENHAIN WATER DISTRICT (760}753-6466 SHOULD 8£ COI.LECTEO FOR PROCESS/NC THROUGH FINE MESH SCREENS. ITEM 7 F/P 21426 02/16/1967 S.O. COUNTY RS 454-66 REMAIN THE "EARTHWORK SPEC/FICAT!ONS' ATTACHED TO THE PRELIMINARY SOILS INVEST!CATION. 'BUENA SAN/TA T!ON DISTRICT (619)565-5657 OA/1 Y FIELD COMPACl/ON REPORTS MLL BE SUBAIITTED TO THE PROJECT INSPECTOR. 'AS APPROPRIA TT II. PRO'IIS!ONS FOR PREPARA l/ON AND CURA T!ON SHALL BE MADE BEFORE THE FOSSILS ARE DONA TED TO ITEM 8 F/P 247284 10/27/1971 0/1)11) PIPELINES REMAIN 14. & Pli.[C.ONSTRU/2.TION M[[T!N(i_ SHALL BE H[LD AT TH[. S!Tf PRIOR TQ TH[ {l[Cl/i.NIN(J_ Q[ 34. PERMIT COMPLIANCE REOIJIREMENTS.· THEIR FINAL REPOSITORY. ITEM 9 F/P 260677 09/28/1972 0/.()11) PIPELINES REMAIN WORK ANO SHALL BE A TTEN/2[12. fl.Y di.L 11.(J}l[SJ:NIJ. !f.V£S. {l[SPONSIBL[ FOR A. FOR /2.0NTROLL[D CRAOING-THE APPl/CANT HIRES A CIVIL ENC/NEER, 12 ALL FOSSILS COLLECTED SHOULD 8£ DONA TED TO A 1,1/JSE/JM MTH A SYSTEMATIC PALEONTOLOCICAL @ ITEM 10 F/P 14-126972 05/15/1974 S.D.CO. FLOOD ORA/NACE REMAIN /2.0NSTRUCTION. INSPECTION. SUPERVISION. TEST/NC AND AU OTHER ASPECTS OF Tl-/[ SOILS ENC/NEER. AND/OR GEOLOCIST TO C/'1£ TECHNICAL ADVICE, WORK THE CONTRACTOR SHALi SCHEDULE THE MEEl/NC THROUGH THE PERMIT OBSERVE AND CONTROi. THE WORI< IN PROCRESS /15.16.120 A.8/ CO/.LECT!ON. SUCH AS THE SAN 0/ECO NAllJRAL HISTORY MUSEUM. @ ITT/I II F/P 77-014212 DI/IJ/1977 S.O.CO. FLOOD ORA/NACE REMAIN CLERK (602-2780) AT LEAST FIVE(5} WORKING DAYS PRIOR TO START!NC CARLSBAD MUNICIPAL COO£ IJ. PHASE GRAD/NC OPERAT!ONS ANO SLOPE LANDSCAPING TO RDJUCE THE SUSCEPT!Blf_/TY OF SLOPES TO @ ITEM 12 F/P 77-281161 07/14/1977 Cl TY CARLSBAD ROAD REMAIN CONSTRUCT!ON. APPROV£D DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRAD/NC PERMIT MLL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEET!NG. 8. PRIQ/1. TQ F/Ndf. deP!J.Q'i,41. OF & GRADIN(i_ PERMIT-THE FOllOMNC EROSION. ® ITEM 13 F/P 80-350521 10/22/1980 S.D. CO. FLOOD ORA/NACE REMAIN 15. d.ll INSP[Cl/ON REOUESTS OTH[R THAN FOR PRECONS.TRUCl/ON M[El/N(i_ MU fl.[ REPORTS MUST BE SUBMITTED TO THE CITY ENC/NEER VIA THE 14. ALL UNPA V£D CONSTRUCl/ON AREAS SHALL 8£ SPR/NKLEO MT/-/ WATER OR OTHER OUST CONTROL ITEM 14 F/P 83-212476 06/23/1983 DAON CORP. TV. -SEE DOC. REMAIN MADE er /2.ALLINC TH[ f.NCIN[ERIN(i_ ,2_4 HQ!j_lJ. /li.SE[QJ.Qli. {1[.0IJE:il l/NE AT PROJECT INSPECTOR /15.16./20 A.10/ CARLSBAD MUNICIPAL CODE: AGENTS ACCEPTABLE TO THE SAN DIEGO AIR POLLUTION CONTROi. 0/STRICT (APCD} DURING F/P BJ-212476 06/23/1983 CCR'S ITEM 12 ITEM T5 DAON CORP. {760) 60,2_-2780. INSPECTION R[l)IJESTS MUST 8£ RECEIV[O PRIOR TO 2·00 P.M (I) FINAL REPORT BY 51JPERWS/NC GRADING ENC/NEER STA l/NC ALL DUST-CENERAl/NC ACT!VlllES TO REDUCE OUST EAIISS/ONS. ADOIT!ONAL WATERING OR ACCEPTABLE APCD F /P 83-21252/ 06/23/1983 MAC PROP. TRUST DD QN THE DAY BEFORE TH[ INS!'[(!IIJ/i. /S ti[EDED. INSPECTIONS Will BE MADE GRAD/NC IS COl,/PLETE. ALL EROSION CONTROi., SLOPE PLANllNC DUST CONTROL AGENTS SHALL BE APPLIED DURING DRY ',/EAT/-/ER OR WINDY DAYS UNT!I DUST EMISSIONS ITEM 16 THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REOIJESTS MADE AFTER AND /RR/CA l/ON ARE INSTALLED IN CONFORMANCE WITH CITY ARE NOT VIS/Bl£ /TEii 17 F /P 84-091367 OJ/14/1984 0/.()11) PIPELINES REMAIN 2 00 P.AI. It/LL BE SCHDJULED FOR TWO FULL WORK DAYS LATER. CODE AND THE APPR0'(£[) PLANS (OBTAIN SAAIPLE OF COMPLIANCE 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR LETTER FROM CITY ENC/NEERING DEPART/JENT}. 15. TRUCKS HAUL/NC DIRT ANO DEBRIS SHALL 8£ COVERED TO REDUCE WINDBIOHN DUST ANO SPILLS. /TEii 18 F /P 88--676872 12/J0/1988 NAG PROP. TRUST DD SHALL DESIGN, CONSTRUCT ANO MAINTAIN ALI SAFETY DEWCES, INC/.UDINC (2) AS-BUil T CR AO/NC PLAN. /TEii 19 F /P 90-039451 01/23/1990 LCil1J AGREEMENT SHOR/NC, AND SHAii BE SOLELY RESPONSIBLE FOR CONFORM/NC TO All LOCAL (J) REPORT FROM THE SOILS ENC/NEER, Mf!CH INCLUDES 16. ON DRY DA Y.5; DIRT OR DEBRIS SPILLED ONTO PAVED SURFACES SHALL 8£ SlfEPT UP INAIEOIA TEI. Y TO @ F /P 90-057460 02/0//1990 FIELDSTONE ST: 0£0. RIGHTS RDIAIN STATT AND FEDERAL SAFETY ANO HEALTH STANDARDS, IAIY.5 AND RECUIAT!ONS. RDJUCE RESUSPENSION OF PART!CUIATT MATTER CAUSED BY V£HIC/.E MOVEMENT. APPROACH ROUTES TO ITEM 20 RECOMMENDED SOIL BEAR/NC CAPAC/11£5, A STATEMENT AS TO 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECT!ON 6705 BY SUBM!TT!NC THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF CONSTRUCl/ON SITES SHALL BE CLEANED DAILY OF CONSTRUCT/ON-RELATED DIRT IN DRY HfATHER. ITEM 21 F/P 90-057460 02/01/1990 FIELDSTONE CCR'S ITEM /8 A DETAIL PLAN TO THE CITY ENC/NEER ANO/OR CONCERNED AGENCY SHOMNC THE FIELD AND LABORATORY TESTS. Tl-/£ REPORT SHALL ALSO 11. ON-SITE STOCKPILES OF EXCAVATED MATERIAL SHALL BE COVERED OR WATTRED. @ ITT/I 22 F/P 90--057463 02/01/1990 FIELDSTONE ST. OED. RIGHTS RDIAIN DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF INCLUDE A STA TEIIENT BY THE SOH.S ENC/NEER THAT THE WORKER PROTECT!ON FROM THE HAZARD OF CAWNC GROUND OUR/NC THE EXCAVATION CRAO/NC WAS DONE IN ACCORDANCE WITH THE REOIJIREMENTS ANO ITE/123 ROS 12607 DISC/. OSURES OF SUCH TRENCH OR TRENCHES OR OUR/NC THE PIPE INSTALLATION THEREIN. THIS RECOMMENDATIONS 0/Jll/NED IN THE PREii/i/NARY SO/IS REPORT /8. DUR/NC ON-SITT ROCK CRUSH/NC, ROCK NATERIALS /JNOERCOINC PROCESS/NC SI/All BE WATERED AT F /P l992-0J4J12J 06/0J/1992 CITY CARLSBAD AGREEMENT PIAN MUST BE PREPARED FOR All TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO AND ANY SIJPPLEAIENTS THERETO sumCIENT FRE{)IJENCY. THE PROJECT SHALL INSTALL AN AUTOMAl/C WATTR, 111ST, OR SPRINKLER ITEM 24 APPROVED BY THE CITY ENC/NEER AND/OR CONCERNEO AGENCY PRIOR TO EXCA VA T!ON. (4) REPORT WIT/-/ AS-BU/t.T GEOI.OC/C PLAN, IF REOUIREO BY THE SYSTT/1 IN AREAS OF ROCK CRUSHING ANO CONVEYOR 8£1 T SYSTEMS ITEM 25 F /P 1993-0599397 09/IJ/1993 CITY CARLSBAD AGREEMENT IF !It( PIAN VARIES FROl,f THE SHOR/NC !i_YSTEM STANDARDS [STABLISHEO fl.Y TH[ QONSTRUCT!ON £4FETY OR{l[/j_S, !f.lJ.[ 0. C.ALIFORN/ti, AO/,//N/STRAl/VE QODE. TH[. PLAN CITY. /9. THE PROJECT SHALi ABIDE BY ALL CONO/T!ONS OF APPROVAL FOR OUST CONTROL RE{)IJIRED BY THE SAN ITT/I 26 F /P /993-0838874 12/14/1993 OAIJID AGREEMENT Slf.ALL fl.(. PR[PARED fl.YA RECISTER[D [NC/NEER AT THE CONTRACTORS f_XPENSE. A 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (I) 0/ECO APCO. ITEM 27 F /P 1994-0397507 06/22/1994 SDUHSO SCHOOi. DIS. BORY COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBNITTED TO THE INSPECTOR YtAR AFTER THE CITY ENCINEER's APPROVAL, T/-/ESE PLANS NAY BE REQUIRED PRIOR TO EXCAVATION. TO BE RESUBMITTED FOR PLANCHECK PLANCHECK FEES WI!_/ BE REQUIRED FOR 20. LOW POI.LUTANT-£11/TT!NC CONSTRUCT!ON £0/J!PNENT SHALL 8£ USED. ITEM 28 F /P /994-0488531 08/11/1994 FACIL!l/ES DISTRICT 18. NO BLAST/NC SHALL BE PERFORMED UNTll A VALID BLAST/NC PERMIT HAS BEEN ANY SUCH RECHECK. ITEM 29 F /P /994-0551652 09/15/1994 MAC PROP. TRUST DO OBTAINED FROM THE CITY OF CARLSBAD. SUBAIIT APPLICAT!ON FOR BLAST!NC J6. THE SOILS REPORT IDENT!FIEO AS W.D. 1041-SO PREPARED BY GEOSO/IS, INC., 21. CONSTRUCl/ON EOUIPIIENT SHALL BE [{)IJIPPDJ WITH PRECHAIIBER DIESEL ENCINES (OR E{)IJIVAIENT) AND ITEM JO F /P 1998-0842689 12/23/1998 FACIL/TlES DISTRICT PERMIT WELi IN AOVANCE OF THE SCHEOUL!NC OF BLAST!NC OPERAT!ONS. DATED JUNE 6, 1990, SHALL BE CONSIDERED AS A PART OF THIS GRADING SHALL RECEIVE PROPER MAINTENANCE ANO OPERA TED SO AS TO REDUCE £11/SS/ONS OF NITROGEN OXIDE, PIAN. All GRAD/NC SHALL BE DONE IN ACCORDANCE WITH THE RECO/IMENOA l/ONS TO THE EXTENT AVAILABLE ANO FEAS/81£ !TEAi JI F /P 2000-036//83 07/10/2000 OMWD PIPEUNES REMAIN 19. IF &tiY Aflc.HAEOI.OC/CAI RESOURCES ARE DISCO',ffl[l} WITHIN ANY lltWK AREA DURING AND SPECIF/CA T!ONS CONTAINED IN SAID SOILS REPORT. ROS 17206 DISCLOSURES CONSTRUCTION. OPERA T!ONS WILL CfASf. IMMEDIATELY. AND THE PERMITTEE It/LL 22 WHERE FEASIBLE, ELECTRICAL CONSTRUCl/ON EQUIPMENT SHALL 8£ UTILIZED. ITTN 32 NOT!FY THE CITY ENC/NEER. OPERAT!ONS IIILL NOT RESTART UNTIi THE PERMITTEE HAS RECEIV£0 W/1/TTEN AUTHORITY FROI,/ THE CITY ENC/NEER TO 00 SO. 21 PRIOR TO THE INIT!A T!ON OF GRUBB/NC OR CLEAR/NC THE APPLICANT SHAil INSTALL !TEN JJ F/P 2002-0079622 OI/J0/2002 CITY CARLSBAD PUB. STREET REMAIN 20 ALL OPERA T!ONS CONOUCTTD ON THE SITE OR ADJACENT THERETO, INCL/JD/NC 'SIL i FENCING AT PROJECT BOUNDARIES WHERE GRUBB/NC OR Cl.EAR/NC IS TO ITEM 34 F /P 2002-0079623 OI/J0/2002 CITY CARLSBAD PUB. STREET REMAIN WARM/NC UP, REPAIR, ARRIVAL, DEPART/JR£ OR OPERA T!ON OF TRUCKS, OCCUR IN ORDER TO MINIMIZE MOVEMENT OF RODENTS AND SNAKES INTO THE ® ITEM 35 F/P 2002-0258807 OJ/21/2002 CITY CARLSBAD PUB. STREET REMAIN EARTHMOVING EOIJIPMENT, CONSTRUCT!ON EQUIPMENT ANO ANY OTHER ASSOC/A TED SURROUNDING, £XIS llNC NEIGHBORHOODS, APPLICANT SHALL ENSURE ALSO THAT A @ ITDI 36 F /P 2002-0258808 03/27/2002 CITY CARLSBAD CONST. VACATE CRAOINC EQUIPMENT SHALL BE UM/TEO TO THE PERIOD BET',/EEN 7.·00 A.Al. ANO 8/0LOCIST IS ON SITT OUR/NC T/-/ESE ACT/Vil/ES TO CAPT/JR£ ANO RE/10'1£ SNAKES. SUNSET EACH DAY, MONDAY THRIJ FRIDAY AND NO EARTHIIOWNC OR GRAD/NC AOD/TlONALL Y, THE APPLICANT SHALL IN/TlA TE GRUBBING OR CLEAR/NC FROM THE ITTM 37 F /P 2002-0358070 04/29/2002 Cl TY CARLSBAD ORA/NACE VACATE/RELOCATE OPERA l/ONS SHALL BE CONDUCTED ON ',/EEKENDS OR HOl!OA YS. (A LIST OF CITY PERIIIETTR OF THE SITE INWARD TO THE SITE WHEN SL/CH ACTIVITY It/LL OCCUR ITEM J8 F /P 2002-0358071 04/29/2002 Cl TY CARLSBAD PUB. STREET RDIAIN HOLIDAYS IS AVAILABLE AT THE ENC/NEERING DEPART/JENT COUNTER.} ADJACENT TO EXIST!NC HOMES. 21. ll!L OFF-SITE HAUL ROUTES SHAU fl(. :i_UB/1/TTED fl.Y TH[ /2.0NTRACTOR TQ THE CFO: @ ITEM 39 F/P 2002-0358072 04/29/2002 Cl TY CARLSBAD PUB. STREET REMAIN [NC/NEER FOR APPROVAi /W{l_ FVJ.1 WORl{IN!,_ I/;! YS E.RIOR TO BEC/NNINC OF WORK 24. OEV£LOPE/? SHALL PROVIDE TO Tl/£ CITY ENC/NEER, AN ACCEPTABLE MEANS, CC&RS ® !TEN 40 F/P 2002-0550473 06/28/2002 Cl TY CARLSBAD CONST. VACATT OR/AND OTHER RECORD DOCUMENT, FOR MAINTAIN/NC THE PRIVATE EASEMENTS WITHIN ® F/P 2002-0550474 06/28/2002 Cl TY CARLSBAD PUB. STREET VACATT 22 INPORT MATTRIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE THE SUBDIWS/ON ANO ALL THE PR/VA TT IMPROVEMENTS.· STREETS, S/OEWAIKS, STREET ITEM 41 DEPOSITED AT, A SITT APPROV£0 BY THE CITY ENC/NEER. llif. /2.0NTRACTOR LIGHTS, AND STORM DRAIN FACILIT!ES LOCA TTO THEREIN ANO TO OISTR/81/Tf THE @ ITEM 42 F /P 2003-00/3608 01/06/2003 OMWIJ WA TTR EASEMENT REMAIN Sfi-'!1.1 8£ R[SP()!:f.S/Bl[ FOR ANY DEfl_RIS QB. OAMA!,f_ (KCURRIN!,_ ALONG THE HAUi COSTS OF SUCH MAINTENANCE IN A EQUITABLE MANNER AIIONC THE OMVERS OF THE @ F /P 200J-00/4l09 01/06/2003 0/.()11) WATER EASEMENT REMAIN ROUTTS QR A/)_JACENT !i_TREUS A!i. A Rf.SULT OF THE GRADING OPERA T!Q!i, PROPERT!ES IHT/1/N THE SUBOIVIS/ON. ITEM 4J 21 BRIJSH SHALL BE REMO'IEO ONLY WITHIN THE AREA TO 8£ GRADED NO TREES ARE ITT/I 44 F/P 200J-0/5J044 02/10/2003 Cl TY CARLSBAD CONST. REMAIN TO BE REMO'(£[) UNLESS SPECIF/CALI Y NOTED ON THE PLAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRAD/NC RESUL TINC IN THE PONO/NC OF NOTE!! WATER IS NOT PERMITTTO. ALL EARTHEN SWALES AND DITCHES SHALL HAV£ A MINIMUM ONE PERCENT SLOPE. ELECmoN/C OATA RLES ARE FOR REFERENCE ... I SH2ET I CITY OF CARLSBAD I SHlrs I 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHOWN AND AS APPROVED BY OR VERTICAL SURVEY CONTROL ENGINEERING DE~ARTMENT THE CITY ENC/NEER OR AS DIRECTED BY THE PROJECT INSPECTOR. GRADING PLANS flJH £A COSTA TOWN SQUARE "AS-BUILT ,, BENCHMARK: TITLE SHEET c~~,s DESIGNED BY: K.D, DATE: OCTOBER 2003 NOTES ANO LEGEND ~l'Df ESS; OJI( DESCRIPTION: K-J02 A STANDARD DISK STAMPED K 302 1935 --DRAWN BY: J,S,. C.F. SCALE: AS SHOWN -:e:t--·C! L2, <o GE '1( ~zc, Of/ IN THE TOP OF A CONCRETT POST ~ t'j..(§!i O ()_ ~ PROJECT MGR.: G.O. JOB NO.: 00-1017 8. 5' EASTTRL Y OF EASTTRN BERM LINE OF RANCHO APPROV[D c:; "I)' ~ LOCATION: ,.;; c> 'f EXP. 0,/-3//4,y DATE SANTA FE RO., AND APPROX/MA Tl Y 1.2 MILES 4! .1 •~~ • oili ,--..,.A LLOYD 8. HUBBS 1.:fh~ JI "' -------.. --NO. 32014 i!/i NORTHERLY OF THE INTERSECTION OF RANCHO RCE 238~ E~S 12-31-05 CITY ENGINEER 'oi[ '-' 2710 I oker Avenue West Civil Engineering 'ti EXP. 12/31/04 r:;) ENGINEER OF WORK: Suite 100 Planning REVIEWED BY: SANTA FE ROAD AND IA COSTA A 1£ /1\ OWN BY: * * Carlsbad, California 92008 Processing PRO,IECT NO. DRAWING NO. J'"f,I, CIVIC fl-..;i;;,'<-760-931 7700 Surveying ~"" , . /l './J,.~ DATE: ;> /,, .r;·,u ---r;:,. £.. ;;v -,;~,1°v RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY V£RT. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: C. T. 01-09 409-48 Fox: 760-931-8680 CONTROL DA TA} ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: ©2003 O'Day Consultants. Inc. {' OF CAll<Cl WDAY ,,/ RCE: 32m4 INSPECTOR DATE ELEVATION: 533.39 DA TUM: NGVIJ OF 1929 fl ' ~ ~ 1,\001011\1011AG02.awg XREFS: 1017 AG C ' ll/L/2003 10,02'43 AM PST r 7 010104 N 0 -... ... TOP PER PLAN CRATE ASSEMBL y PER DETAH., THIS SHEET CMP RISER ~\,~ ., 4t \(, 1~~~~~/~~m.~~~~ .. m,-~,,~~.~~m-,~~.~B~O~TTOM~_s.2::::;~:U~--- "i;J.:,:;/'"T, -1,--...,.1c:-Jlr!:1;::-1 ':/J,'~/ , __ SEE PLAN VIEW FOR • · .. LOCATION OF DEWA TERING HO/.ES ' · . •·; :_,-•_: FG PER PLAN J' 1,//N. CONCRETE ANCHOR BLOCK ".If, 5 SACK/Cy CONCRETE 'tJ~c~<Jlfo ANCHOR DETAIL -DES/LT/NG BASIN OUTLET· DETAIL _______________________ NOT TD SCALE _r---______ _J 0.0. + 4' MIN. '-8" CONCRETE ANTI-SEEP RING DETAIL NO SCALE 5' MIN. m, 12 J/8"x!2"x12• STEEL PLATE REBAR WEI.OED e:==~====t:i:~f§~~~TO STRAP 6" O.C l/2"Xt/2. STEEL STRAP WITH J/8' BO!. T DETAIL -GRATE ASSEMBL y NOT TO SCALE NOTE: HOT DIP (;AL VAN!Zc ALL Sllll AF7Eff FA/JHICA TlON EARTH SWALE DETAIL W:/GRA VEL BAG CHECK DAMS NO SCAJ.E /5' I RIP RAP DETAIL NO SCALE GRADED SWALE DESIGNED BY: _K,,,.D,,,..__ DATE: _OCTOBER 2003 BROW DITCH SPLASH WALL SPILLWAY DETAIL NO SCALE 2: I SLOP£ IJ' 2·1 SLOPE SPLASH WALL BROW DITCH SPILLWAY SECTION A-A NO SCALE J'- /' 2' 10' 2' SPILLWAY SECTION B-B NO SCALE .. . A 8' .4 <l MO 1/FIED INLET APRON NO SCALE DETAIi.. DELETED bY CITY 3/17/0+ /\/OT f1£Q(}1RED Fo/1. RO(k $10<1< PtlF. MOOIFlm APRON PER SDRSD D-39 "AS-BUILT " BENCHMARK: BROW DITCH TYPE B PER SORSO 0-15 2710 Loker Avenue West Suite 100 Corlsbad, California 92008 760-931 -7700 FoM: 760-931-8680 DRAWN BY: J.S.. C.F, SCALE: KS SHOWN PROJECT MGR ..... , ,,.G.lb,0. __ JOB NO., 00-1017 A-z· d~ ,---------====.] P.E ... ~. E;;:,e/uA_v ENGINEER OF WORK: .,, ' ~·- ~,.,,,,,,,, 7 flATE DESCRIPTION: LOCATION: K-302 A STANDARD DISK STAMPED K 302 1935 IN THE TOP OF A CONCRETE POST 9.5' EASTERL y OF EASTERN BERM LINE OF RANCfi SAN TA FE RO., AND APPROX/MA Tl y 12 MILES 0 NORTHERLY OF THE INTERSEC!ION OF RANCHO SANTA FE ROAD AND LA COSTA A 1,£ ©2003 O'Day Consultants, Inc. Civil Engineering Planning Processing Surveying DATE: ,. RCE: REVIEWFO BY: -t:-€: INSPECTOR "J DATE RECORD FROM ELEVATION: COUNTY BENCH LEVELS (NO. COUNTY 1/cRT. CONTROL DATA) · SJJ.J9 OAT/JI,(: NGVD OF 1929 ?.\ DATE INITIAL ENGl"JEER OF WORK OBDER OF "/TORK I. OVER EXCAVA!ION 2. STOCKPILE J. :1?:111;R ?!/t :r.r:1t~ttft~fUILO THE FINISH 4. FINISHED MASS PAD DATE INITIAL REVISION DESCRIPTION --·- OTHFR APPROVAL DATE INITIAL CITY APPROVAL 7 I S1ET I CITY OF CARLSBAD I SH1E4S I ENGINEERING DEPARTMl:.NI GNAOINC PLANS FOR LA COSTA TOWN SQUAii£ TITLE SHEET NOTES ANO LEGENO APPROVED £~ ~ ~v'~ -' RCE 238 <• &II LLOYD B. HUBBS ~/•3' EXP FS 12 ,JI 05 CID l:.NGINEER D TE OWN BY: CHKD BY: ·-. PROJECT NO. DRAWING NO. RVWD BY C. T, 0 f-09 409-48 [t\0OL0l 7\1017 AG03 ciw 1 _J I I I f I -~· V'~~ ©2003 O'Day Consultants, Inc. C~/~T s 2710 Loker Avenue We:st Civil Enginettring Suite 100 Planning Carlsbad, Califorria 92008 Prnc:essing 760-931-l/OO Surveying Fm: 760-931-8680 DESIGNED BY: K,!!, DRAWN BY: J,S., C.F, PROJECT MGR.: G,0, ENGINEER OF WORK: ~ • 67,c:?;7 !JJ»,Y , ,. V o' 10· tp' iiiii'°;" =-5 20' 80' SCALE: 1" = 40' "AS-BUILT " DATE: OClOBER 2003 SCALE: f,S SHOWN Lv-i~ d 1/J. ~t:-y11Y. JOB NO.: 00-1017 EXP~~A.¢: P.E . .3u,~..,. DATE REVIEWED BY: --r-: £.. 7/3,,/0'1 DATE: L.!//ffJ 7 RCE (12() 4 INSPECTOR DATE NOT£!! ELECTRONIC DA TA fllES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL S!JRVEY CONTROL BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: K-302 A STANDARD DISK STAMPED K 302 1935 IN THE TOP OF A CONCRETE POST 8.5' EASTERLY OF EASTERN BERM LINE OF RANCHO SANTA FE RO., ANO APPROX/MA TL Y 1.2 MIi.ES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD ANO LA COSTA A/1£ COUNTY BENCH LEVELS (NO. COUNTY VER! CONTROL DATA) 53339 DA TUM: NCVD OF 1929 DATE INITIAL ENGINEER OF WORK --i----~~ -- /1\ DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CiTY APPROVAi 7 010204 I SH4ET I CITY OF CARLSBAD I SH{4s I ENGINEERING DEPARTM[NT GIWJING PLANS FOR LA COSTA TOWN SOI/All£ LA COSTA TOWN SOUAR£ APPROVED & < e ~--;~• = • .f ,wlLOYD 8. HUBBS RCE 2388~PIRE 12-31-05 CITY ENGINEER ,-w~~/01 DA, OWN BY: PROJECT ND. DRAWING NO. CHKD BY: C. T. 01-09 409-48 RVWD BY: ],\001017\1017AG04,clwg 11/19/2003 10,06,54 AM PST ~REFS; 1017AG; 1017AGRD; 1017PLAN; 1017lP01; 10177UTL; 1017AGLY: 1017MAP; 10177STR © 2003 O'Doy Consultants, Inc. 2710 Loker Avenue West Suite 1 00 Ccrlsbad, Cali"ornia 92008 760-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying 25' 50' SCALE: 1" = 50' DESIGNED BY: K.0. DATE: OCTOBER 200J "AS-BUILT " DRAWN BY: Jl,S,. C,F~--SCALE: . AS SHOW~ ~ ·-.... a·a PROJECT MGR.: !,.(), __ JOB NO.:_J)Q-J011_ · ="")"J---~- f-------------~ P.E. 3Ult;' EXrfl l'.;i'l;0'V ENGINEER OF WORK: REVIEWED BY: ---c,;. ;;:_;~---7 INSP[CTOR NOT£!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR vERllCAL SURvEY CONTROL BENCHMARK: DESCRIPTION: K-302 A STANDARD DISK STAMPED K 302 1935 IN THE TOP OF A CONCRElt POST LOCATION: 8.5' EASTERLY OF EASlFRN BERM LINE OF RANCHO SANTA FE RD., ANO APPROX/1,/AllY 1.2 MILES NORTHERLY OF THE !NlFRSECllON OF RANCHO SANTA f[ ROAD AND LA COSTA A 1.£ RFCORD FROM: COUNTY BENCH LFVELS (NO. COUNTY VERT. CONTROL DA TA) ELEVATION: 53139 DA!IJM: NGVO OF 1929 -· . ··-··"-·-----·· I-··-·-·-···-.. ·---- /1\ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY ADP~VAL I V I \~ ' / , ' / ><_ / . I I I SHSET I CITY OF CARLSBAD I SH{4s J ENGINEERING DEPARTM[NT GRADING Pl.ANS FOH I.A COSTA TOWN SOU,4H£ BORROW SITE APPROVED .4 6, ,:;,~~~e• ( &<LLOYD B. HUBBS ,1~,/cl RCE 2388 EXPIR -=-, 2-31-05 CITY ENGINEER -DTE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: C. T. 01-09 409-48 RVWJ BY: ],\001017\1017 AG05.ciwo 11/19/2003 10•24,25 AM PST )(R£FS: 1017AG: 1017TP01; 1017ugrd; 1017PLAN; !017MAP; 10177Ull 7 _J 010204 C :e UI G') a .Ao ..... I l \ ' "'-/\ -., ' /,l - '-' (Jj '' \ I C, \ I \ "' o· 10· 40• -----5 20 80' SCALE: 1 ' = 40' "AS-BUILT " 0 ~~ DESIGNED BY: K,0. DATE: OCTOBER 2003 / DRAWN BY: -~LC.F, __ SCALE: ,S SHOWN J.. PRO T Go 00 1017 ./..L.L .... ,, tY~ ,J;.~l./1t2!"'. =-:c~-JEC MGR.:_.i, • .u., __ JOB NO.: -, ___Q_ 0 N_ S U L T A N T S t-------------~ P.E. 3lel'( EXP ~~y DATE ©2003 O'Day Consultants, Inc. 271 o Loker A~nue w-e~t Civil Eng;neering ENGINEER OF WORK: Corlsbod, Californ~~il;26g~ ~~~~:~:~ng REVil::WEO BY: 760 931 7700 Surveying __-;---_£ Fo>e 760-931-8680 ~~~~2'..v,~f----DATE: /?h,rA,J_ -/ ,-_;-T.,,,..,,x RCE: 32014 INSPECTOR d DATE I I 3K \ ' , ." )( ' / ~ '-._, -------------,~, ~~------..:......---.. . . ' \ \ ' ~_, q~ NOTE!! ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR vffl71CAL SURVEY CONTROi.. BENCHMARK: DESCRIPTION: K-302. A STANDARD DISK STAMPED K 302 1935 IN THE TOP OF A CONCRETE POST LOCATION: 8.5' EASTERLY OF EASTERN BERM LINE OF RANCHO SANTA Ff RD., AND APPROXIMA!lY 1.2 MILES NORTHERLY OF THE INTERSECTlON OF RANCHO SANTA Ff ROAD ANO LA COSTA A 1,£ RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROi.. DATA) EIEVATION: 533.39 DATUM: NGVO OF 1929 010204 I SlsETI CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 14 . GHAO/NG PLANS FOR LA COSTA TOWN SOI/AK STOCKPILE APPROVED r---a•••••e•-•~ &, ,:; ~~e~• ,6 _ _,.....,A: LLOYD 8.HUBBS ~ RCE 23 9 EX~FS 12-31-05 CITY ENGINEER D TE I,\ DATE INITIAL DWN BY: PROJECT NO. DRAWING NO. DATE INlTIAL DATE INITIAL CHKD BY: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD RY: C. T. 01-09 409-48 J,\001017\1017AG06.clwg 11/19/2003 10,27,52 AM PST XREFS: 1017AG: 10171UTL.; 10171?01: 1017PLAN: 1017AGRD: 1orn,1AP _J o· 10' 40' 5 20 80' SCALE: 1 • : 40' "AS-BUILT ,, C~/~T K.D, DATE: OCTOBER 2003 DESIGNED BY: DRAWN BY: _J.S~ C,f, ____ SCALE: _.!$ SHOWN~ /2'rr-0~ ::qz,p¥ PROJECT MGR.: G.O, JOB NO.: Q0-1017 ___ s P.E. 3U>lf/ E;-~.-'-rp,Y -~ D;TE ©2003 O'Doy Consultants, Inc. 2710 Loker Avenu<!l We:!lt Civil Engineering ENGINEER OF WORK: Suite 100 Plonning REVIEWED BY: Carlsbad, California 92D0B Processing h~~----f,_· €,. ..,/70/•" 760-931-7700 Surveying /' (J './?"' . DATE: •• /,.-/.,, ) Fax: 760-9.:31-88BO GEORGE ','/DAY ? RCE: -52014 INSPECTOR DATE ' NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8E USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: K-302 A STANDARD DISK STAMPED K 302 1935 IN THE TOP OF A CONCRETE POST 8. 5' EASTERLY OF £ASTERN BERM UN£ OF RANCHO SANTA FE RO., ANO APPROX/MA Tl. Y 1.2 MILES NORTHERLY OF THE INTERSECT/ON OF RANCHO SANTA FE ROAD ANO LA COSTA A VE COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) 533.39 DA TUAI: NG',fJ OF 1929 ;1,,fj)p B588 -·-- ---·---------·~ -·--·--·--··--- /1\ DATE IN1TIAL DATE INITIAL ENGIN::-ER OF WORK REVISION DESCRIPTION OTYER APPROVAL 7 ) I SH7ET I CITY OF CARLSBAD I SH{4s I [NGINE[RING DEPARTMENT 0/?AO/NG PLANS FON LA COSTA TOWN SQUAii£ OVEREXCA VAT/ON APPROVED R~E 23~ ~ -.,, -~ LLOYD B. HUBBS ,1~3 EXP S 12-31-05 CITY ENGINE0 R DATE DWN BY: PROJ~Cf NO. DRAWING NO. DATE INITIAL CHKD BY: C. T. 01-09 409-48 CITY APPROVAL RVWD BY: J,\001017\1017AG07.cJwq 11/19/2003 10,30,29 AM PST XREFS: 1017AG; 1017AGRD; 1017PLAN; l017TP01; 101nult; 1017ijAP ' ' ' ' ' . '--· . " - -·_:_ I ' ' ' - !--" ' .. ' . . . ,, . -r------ ' . i ::--: -,---j----t---t---t--+--t--t----t----l--+-+'--1--1'--+-'+'-.1--1-- . ! -" ' . :___ . . . .. ---t--t---t--+--t--t---t--t---t--r--+--t---t---t--+-+--t--+---+--- .. '' --j---j--j---j--·-t---t--t---t---tc------r-. ' -. . . -,--·--t--t-·· _ _,_--t_-+·-·-i---t--t--t---i--t-·-._ -_ ···,--_·--t ·-+--t---t--+-·-t--t--t-·-1------·~-1-,--t--+-c-cb-tcc-+---+--Jc--t-+-,-t--+--II I, I, • 1-. ' . :. I . . --. ' .. . . " : . i . --. 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' . . . . ·. · 1: . · -. . ' ' ' . ' --. . . .' .:. I' -j--j----j--t---t .. -.--j---j--t---j---j-. _,,.,._, •+-'+-f---J-+-'-.-'---1--+-+-+--f-'--J--'-+,-' ... f--i--+., --j--f--t-·+-+-f--t'---t--t--f---j--'---t---'--t-+-1--'-i--t-'-+-+--l'---t-'--t--t--f-'--.f--i------j----f---'--J--i--+-'--t--t--f-'-+---t---l--+-+--+---t--t--+--f--+·-+-+---1--t---l--+---I--·f'--t--1----1---J .... _ I· · I . · _ . . . _ _ _ 1 -~ 1 . . . • I -' ' .... ' ' I·_.: . ©2003 O'Day Consultants, Inc. ' ' " .. - 2710 Loker Avenue West Suite 100 Carlsbad, Colifornio 92008 760--9.31--7700 Fox: 760-931-8680 - Civil Engineering Planning Processing Surveying . . . , " . .. . .. · . I. . .. ··+--1-+-+--+--+-'-+'--+--1--+=+·_._ ·1-·--+-1--1_._~-f'-+-'-+--'+-·--·t--+-+--+--c-'--t-+-+--1-+-'--+''--+-+-'1---+---+-'----+ ·-'--·--1--+-~'-· _ _._···1---1--+~--1 ·'--+'--+---1---+--+-+-_._---+_._ L ~-+·-+ ·-+-'-1--+-'-+=+--1-'-+---+--t---lf--+--t---t--+- I -L I ' i DESIGNED BY: ~K-=D•~-DATE: OCTOBER 2003 DRAWN BY: J.S .. C.f. SCALE, AS SHOWN PROJECT MGR.-.__,G .. .Q.,.,~_ JOB NO.: 00-1017 ENGINEER OF WORK: DATE: 1Mr.?b.1 RCE: '32014 I "AS-BUILT REVIEWED BY: --,;::. ~ INSPcCfOR ? -. . ' .. : : I. . .. -- ----i-l -· -I . I~---+.•. -.--1--t--t-----1--t-+--t---t--+-+--l--t-+--f 'i-'-+-+, -'-+--'+-'-1-'+ ccl--t--.+-t--1-'--+--..+ .c-J---l-+---f--1--+-+-+--l,--f-.-----..J---l-.-+-i---'-f--j-'--J-.-1 . I· I· ; . -. -·· . -. . _-_ ' I ' ' . . . ... . I -I·· -I i' -i' • ---i-------:--j'---'-+·'--·---+--+-'+--l--+-+~··-t·-+--1--t-+-+..--l---+-+--+--'-l--+-+-+--t--+-'--+--l--t-+-+-l--+-+-+--'l--+-+-l---l-+-+'--l---l-+--I-'·+-+ . -I· -. .. . . -: ····+ ·-+-+--+--+-., -+--l---+---+--1---+-- " .17,~.,v 7 DATE DATE . -_ . . . . ·" . . . . . .. . -. ,. · t . • , -----·-c_·1_· _ _L__J_·~·CJ_c_·r_.__L_Jc_cJ_ _ _L_L__L_·__J ·L--'---'-'--'i= -_L_l___l_i__J_ _ _L_._L.__tc__L==·-1 .__._J_ _ _Lcc_L__lc__L_Lc_L__l _ _L·_._ .~_._ ·_L_L_j ___ _L_L_·-'-- NOTE!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERT!CAL SURVEY CONTROL BENCHMARK: DESCRIPTION: K-302. A STANOARO 0/SK STAMPED K 302 1935 IN Tl{£ TOP OF A CONCRETE POST LOCATION: 8.5' EASTERLY OF EASTERN BERM LINE OF RANCHO SANTA FE RO., ANO APPROX/MA Tl Y 1.2 MILES NORTl{ERLY OF Tl{£ INTERSECTION OF RANCHO SANTA FE ROAO ANO LA COSTA AVE RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL OA TA} ELEVATION: 533.39 DATUM: NCVD OF 1929 t-----+----+--------------------------f-----t-----+-----····"-----I SHBET I 1----t----t--------------------+----+---+---1-----1 CITY OF CARLSBAD ENGINFFRING DEPARTMENT ()RA/JING PLANS FON LA CQSTA TOWN SO{JAHE t-----+----+--------------------------1----+-----+--~·--PRIVATE STORM DRAIN PROfllES ArrROVED A -• • '~LLOYD 8, HUBBS RCE 23881V FXPIRl<'S 12-31-05 CITY ENGINEER /t\ DATE INITIAL FNGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. C.T. 01-09 DRAWING NO, 409-48 ], \001017 ,1011 A G08,ciwg 11/19/2003 10,32,27 AM PST XREfS: 1017AG: 1017agrd 010204 C :e G") .ii.. 0 C0 .la.. CD EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED.CONTACT AT (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL M[ASURES PROVIDED PfR TH[ APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND TH[ 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 AGGRfGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE: COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMB[R 15, THE $LOP[$ SHALL Bf STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANC[ WITH SECTION 35.023 OF THE [ROS/ON AND SED/MfNT CONTROL HANDBOOK OF TH[ D[PARTMENT 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 S[CTION 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 FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITION$ EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCT/ON OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT $HALL BE IRRIGATfD BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPl1A TION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 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 $HALL BE SPECIFIC REGARDING THE NUMBERS, TYPES ANO COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAJN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYOROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: D. E. 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. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (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 HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE /NOC ULA TED 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 AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC wm1NG AGENTS MAY BE ADDED TO THE HYDROSEED 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 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. 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 HYDROSEEDEO SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: o. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS o OR b ABOVE. 2 CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURAT[D SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITION$ FOR GROWTH. HYDROSEEOEO AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. PUBLIC RIGHT- OF -WAY 50'MIN. 8" MIN.' PRQFU£ EXISTING GROUND 24'M/N. PUBLIC RIGHT-OF-WAY _L 14'M/N. T SEE TC-1 INSTALL CORRUGATED STEEL PLATE PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY STABIIJZED CONSTRUCTION ENTRANCE INST!+lL[D AFTER G-R~Dl/\/6' (NO&R~Ti;S) / LOG~TJON ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE ---..._ ;f}r;rfl , :~ ':'~ FLOW----Jf_ __ f ~, ANCHORING DETAIL ,. DRAINAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE PPP 324~1 1. SET POSTS AND EXCAVATE A .,..2. 4 BY 4 IN (10 BY 10 CM)"'-/ STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE FROM ANO \.. ,,o 1 , ALONG THE LINE OF POSTS. u5• e 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE 9 IN (23 CM) EARTHE:N RIDGE FILL SLOPE UNIJNED SWALE & BERM GRAVEL FILTER ~ ~ I RUNOFF WATER WITH SEDIMENT WIRE SCRE:EN FILTERED WATER DROP INLIT WITH GRATE ~--CONCRETE OCK BLOCK-SCREEN-GRAVEL SILT BASIN DROP INLIT WITH GRATE STRAW BALES .,,. STAKED WITH 1WO STAKE:S PE:R BALE: COMPACTED SOIL TO PREVENT PIPING ENO AND SIDE OVERLAP AT CORNERS HAY BALE SILT BARRIER GRAVEL BAG OVERLAP ONTO CURB STAKED STRAW BALE 3 FT (0.9 M) MIN. FLOW -- RUNOFF GAP BE1WEEN BAGS ACTS AS SPILL WAY THREE LAYERS OF AVEL BAGS WITH ENDS OVERLAPP GRAVEL BAGS ~I/~ 4"-6" LOGS 0 0 0 j 0 24" 0 LOG CHECK DAM A A B \X\v..,.~~, ' -- ' ·-------~-· -, -ILlll_lll-111---111 ..... JI' HAY BALE CHECK DAM 6 IN (15 CM) 24 IN (61 CM) (A) j COARSE AGGREGRATE ~ ..,. ,.,,, I FLOW--► 24 IN (61 CM) L=DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVA N GRAVEL CHECK DAM /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE 1,EGEND DESCRIPTION QUANTITY SYMBOL STABIUZED CONSTRUCTION ENTRANCE 2 STRAW BALE DIKE SILT FENCE UNUNED SWALE & BERM D-75 UNED SWALE ----- 18,085 LF ---D---0---0--0 BLOCK-SCREEN-GRAVEL SILT BASIN HAY BALE SILT BARRIER UMITS OF CLEARING & GRADING GRAVEL BAGS 111,294 EA PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM RIPRAP HYDROSEED 55 CY 273,325 S.F. V/ V/ V/ V/ t o:xxx::x:xxxxxr c~/~, DESIGNED BY: K.D, DATE: OCTOBER 2003 DRAWN BY: J.S., C.F. SCALE: AS S~OWN PROJECT MGR; G.-0, JOB NO.: 00-1017 s ----------- 2710 Loker Avenue West Civil Engir>eering ENGINEER OF WORK: Suite 100 Planning Carlsbad, California 92008 Processing 760-931-7700 Surveyirg h .... 0 '/} __ DATE: ;,?/4'?1,_r Fax: 760-931-8680 GEORG O'DAY ,/ RCE: '32014 'AS BUil T" ~V&:a:-r.f;:77 R;-U>=-EXP. L~¥v -r1; ~ Pt' DATE REVIEWED BY: ~-"7/.r,,/•V /, .... :-;C INSPECrDR ~ DATE I SH9ET I CITY OF CARISBAD SH[[TS 14 ENGINFFRING DcPARTMENT £HOS/ON CONTROL PL.ANS FOli LA COSTA TOWN SOUA/1£ TITLE SHEET NOTES ANO LEGEND APPROVED -• ~ L • ' A A..d LLOYD 8-: HUBB_L ~--/4::,L RCF 238 EXPl~S 17-31-05 CITY ENGINEER D'.IITE OWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL Cl IKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 01-09 409-48 ],\C01017\1017/IG09.dwo 11/19/?)0J 10,34,23 AM PST XREFS: 1017AG 7 010204 C :e (0 G') 0 .,::. -.... 0 .,::.. CD _J J:. m ~. 1 I .I I I I I I '· I 1 ©2003 O'Day Consultants, Inc. c~/~:?, s 2710 Loker Avenue West Civil Engineering Suite "OU Planning Carlsbod, California 92008 Processing 760 931 7700 Surveyi'lg Fax: 760 9.31 8660 0 "-,\ DESIGNED BY: K.O. DATE: OCTOBER 2003 DRAWN BY: J.S .. C.f. SCALE: /IS SHOWN PROJECT MGR.· G.O, JOB NO.: 00-1017 ENGINEER OF WORK Z' 'iL ✓ d J2....., DATE: ;d,r/4i' GEORGE 11uf\Y LL RCE: ~~14 . ., . / I .,J I S££ SH££T 13 o· 10· 40' ----5 20 80' SCALE: 1 " = 40' "AS-BUILT " /:1,,,.,,_ PE.3lo/'(" {J;a ~OV' EXP. 7 3/rf"' ATE -- REVIEWED BY: 7/.1•/<>o/ ~. r •. tJ -···· DATE INSPlCfOR ELEVATION: A1AP 8688 i pQOI .. .L ' ~ / / / I'{;, , ·sy . I); ',·' ~KSSOUTH ~ PER OM '!!<!~ NO, I T ".9. ./. ✓ ,,,,/,,,,/ / ){ " <o ~·••, BAD I SHEETS I 1/19/200'."'l 10:3~40 AM PST Ii\ 001017\1017 ~.9M4~lW-~omJ-a1; 1omun_: 1or11.1AP: 10177 XREf"S; 1017AG; 101fAGR , '-' 010204 C ~ .... C) 0 a .,::.. .... 0 ... (0 _J ... o· 1 o· 4-0• 5 20 80' SCALE: 1" ~ 80' ©2003 O'Day Consultants, Inc. f'iR!lw . GALt.> ~ c~✓~, s 2710 Lok.er Avenue West Civil Engineering Suile 100 Planning Carlsbad, Californiu 92008 Processing 760 931 --7700 Surveying Fax: 760-931-8680 v~ . o" 4 ? "'~ . . ~, I I I I I I· !:r 1 • I I I I I I I I I I DESIGNED BY: K.O DRAWN BY: J.S •• C.F. PROJECT MGR.: G.0. ENGINEER OF WORK: ,I.., / ; -/1 ·,1,.,., GEORGE IJJ'DAY .,; .. DATE: OCTOBER 2003 "AS-BUILT SCALE: AS SHOWN by a~ JOB NO.: 00-1017 EX 7~~/4 t'.'. P.E.jt.otr REVllWED BY: -µ;::;:?;;:,.? DATE: /Z#~.f RCE: 32014 INSPECTOR -· " <fair~"¥ DATE "?/J" /,,¥ DATE NOTE!! ELECTRONIC OA TA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SUR'.£Y CONTROL BENCHMARK: DESCRIPTION: K-302 A STANOARO DISK STAMPED K 302 1935 IN ll/£ TOP OF A CONCRETE POST / ;·· " ( >< ~'~,(·-' '\!ff fJ. 0 >< 1---1---+-----------t-----,-,~,-----i I SH1E1ET I CITY OF CARLSBAD I SH1E4ETS I ENGINEERING DlPA~ I MENT 1-----1-----l---------------+----t--t--,~ ~E,="/IOSION=:::::'....::CONTROl,===l'tA=NS==FOli===LA==-=~==c:os=rAc====,o=WN====SQtJAHE~~==; BORROW SITE LOCATION: 8.5' EASTERLY OF EASTERN BERM LINE OF RANCHO 1---t---+----------------t---J-----t--,-1 SANTA FE RO., AND APPROXIMA/lY 1.2 MILES NDRll/ERLY OF ll/E INTERSECTION OF RANCHO SANTA FE ROAO ANO LA COSTA AVE RECORD FROM: ELEVATION: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DATA) 5JJ.J9 DATUM: NCVO OF 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL J,\001017\1017AG11.ciw\'l 11/19/2003 10,43,37 AM PST XREFS: 1017AC; 101TTP01: 1017ogrd: 17PLAN: 1017MAP; 10177Ull 7 010204 C :E ..... G) ..... 0 .a:. .... -0 .p.. (0 __J ... / o· 10· 40' 5 20 80' SCALE: 1" = 80" ©2003 O'Day Consultants, Inc. \ \ \\ \ \ \ "AS-BUILT DESIGNED BY: K.D. DATE: OCTOBER 2003 0 / ~ DRAWN BY: J.S .. C.F. SCALE: ./? SHOWN ··-.J.. /'A , .,,., -4,ll""dfL-I.)' ✓ /~ -----~=-~~~~~I',-~-,,---PROJECT MGR.~: ~G-~0~, __ JOB NO.: 00-1017 C O N S U ~NT S "----------------t P.E.J~/.,.., EX . " "£S~., ,,; ; ' . / / NOT£!! ELECTRONIC OA TA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL BENCHMARK: OESCRIPTION: K-302 A STANDARD DISK STAMPED K 302 1935 IN TH£ TOP OF A CONCRETE POST 2710 Loker Avenue West Suae 100 Carlsbad, California 92D08 760-931-7700 Fax: 760-931-8580 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: l-----------'--'----------1 LOCATION: 8.5' EASTERLY OF EASTERN BERM LINE OF RANCHO SANTA FE RO., ANO APPROX/MA Tl Y 1.2 MILES NORTHERLY OF THE INTERSECTION OF RANCHO SANTA FE ROAD ANO LA COSTA A VE REVIEWED BY: --z·-£.. INSPE~OR , RC£: 2014 -,;.,,,;,,.,., DATE RECORD FROM: COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA) ELEVATION: 533.39 OAT/IM: NG',fJ OF 1929 7 X I 512T I CITY OF CARLSBAD I S1E4S I ENGINEERING DEPARTMENT £ROS/ON CONTllOL Pl.ANS FrJH I.A COSTA TOWN SQUAii£ BORROW SITE APPROVED A -~-• •-'> --LLOYD 8. HUBBS /~~ .. RCE 238 EXP~S 12-o1-0o CITY ENGINE~R DATE /,\ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: C. T. 01-09 409-48 REVISION DESCRIPTION CITY APPROVAi RVWD BY: ENGINEER OF WORK OTHER APPROVAL l:\001017\1017AG12.dwo 11/19/2003 10:50:17 AM PST XREFS 1017AG; 1017TP0t; 1017AGRD; 'i'o17PLAN; 1017MAf>; 10177UTL 370-+- 380_;_ 370...'..... EXIST/NC RANCHO · r~TA FE RD., ' ' ' I I t ' I I . ........_, " ' ' ' ·, I I I I I r I I I ' '- '" r. ' J I : " FINISHED TM {;RAD£ • PER C. T. 01-09 ' ' ; EXISTING GROUND I :1 j UNl)ERClJT I l ........ SECTION -·-- SCALE: HORIZ. . N t" = 40' VERT:'. NI'"' 4' ' ' " ' ·'EXISTING RANCH/J~-------r '/""'."- SANTA FERD. I : , . I ,1 I . I I I I I I I I I I I I ' I , I : I I I: I I •I I I r t I / I , >'1/ ' ,: ' \; ' ~ ',' ,' \, \ \ \ \ \ \, \ \ "'""' ''\/\ \ I \ ( I '\ \ \ I \ I \ I I I I \ , ... , ' I I \ \ I \ / UNlJERCUT \..-~---- '. · REAt!GNEO RANCHO SANTA FE RO. j J t I ' ' __ , ~----- ·s£CTION SCALE: HOR/1. ~ f" = 40' ,, VERT. = I'= 4' • I ---,., i- - CROSS-SECTIONS FOR OFFICE SITE C~/~T DESIGNED BY: K.I!. DATE: OCTOBER 2003 DRAWN BY: J.S., C.F. SCALE: IS SHOWN PROJECT MGR.: G,0. JOB NO,: 00-1017 s 2710 Loker Avenue West Civil Fn~ineering ENGINEER OF WORK: Suile 100 Plam1irig Carlsbad, California 92008 Processing ©2003 0'Day Consultants, Inc. 760-931-7700 Surveying ~.., .. , ~/L., DATE: /,t{!'/~ Fax: 760-931-8680 GEORGF Al'OAY I RCE: 32 14 (; "AS-BUILT " 4 1rd~ P E J::; Y ~"Wt'. ✓1 l~ dV ATE REVIFWFl'J BY: --/.A-·~ .• ?, ,/10/0'1 INSPECTOR --DATE NOW! ELECTRONIC OATA f7l£S A/?£ FOR R£FERENC£ ONLY ANO A/?£ NOT TO 8£ VSEO FOR HORIZONTAL OR VERllCAL S(JRVEY CONTROL BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: K-302 A STANDARD DISK STAMPED K 302 1935 IN 1/-IE TOP OF A CONCRETt POST 85' £ASTER/ Y OF EASTERN BERM UN£ OF RANCHO SANTA FE RO., ANO APPROX/MA TL Y 1,2 M/f.ES NORT/-IERL Y OF 1/-IE !NTtRSECTION OF RANCHO SANTA F£ ROAD ANO LA COSTA A VE COUNTY BENCH LEVELS {NO COUNTY VERT CONTROL DA TA) 53339 OATIJM: NGVD OF 1929 ---I DATE INITIAL ENGINEER OF WORK I i I ;· I,\ ' t--....,j.,;.. -- \ REVISION DESCRIPTION I \ \ \1 ,, DATE I I I I I \ '\ \ \ : I \ INITIAL OTHER APPROVAL I I I I \ DATE / ' ! . i INITIAL 200' o' ~o· j....l - ---100' SCALE: 1" R£Al/GN£tJ 'RANCHO SANTA FE RO. CITY = 200' OF 400' I I I I ' -1-- CARLSBAD I 5114T I ENGINEERING DEPARTMENT GRADING Pl.ANS FON LA COSTA TOWN SOI/All£ LA COSTA TOWN SOUAR£ APPROVED j SH{4s I ~#1' .:..,:{ ..-..<LLOYD B. HUBBS W4f'w'." XPIR~12-31-05 CITY ENGINEER ATE DW~I RY: PROJECT NO. LJRAWING NO. CHKD GY: C!TY APPROVAL RVWD BY: C. T. 01-09 409-48 [:\001017\1017AG14,ciwg 11/19/2003 10:55:24 AM PST XREfS: 1017AG: KATY-SECT: 1017MAP: 10177STR; 1017PLAN; 1017tp01; 1017A1M 010204 ... .l=l,,, 0 -... .l=l,,,