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HomeMy WebLinkAboutDWG 428-7A; MS 04-04; LOKER BUSINESS CENTER; 01-09GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER fti.16 OF THE CARLSBAD MUNICIPAL COOE. J /. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVl()(JSLY APPROVED BY TH£ CITY OF CARLSBAJ) REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS Pt.AN 00£S NOT LESSEN OR IIMIVE ANY PORTION OF THE CARLSBAD MUNICIPAL COO£, RESOLUTION OF CONOITIONAL APPROVAL, CITY STANOAROS OR OTHER ADDITIONAL OOCIJMENTS LISTE:0 HEREON AS THEY U<IV PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS 0/SCOVENEO. 3. CITY APPROVAL OF Pt.ANS OOcS NOT RELIEVE THE DEVELOPER OR £NGIN££R•OF· WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY S/J8MITTEO TO THE CITr ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER Will BE REOUIREO FQR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE: OF !HSI/RANCE Ml/ST BE FILED NAMING THE CITY OF CARLSBAJ) AS AN AOOITIONAL INS/IRED ON TH£ PERM/TT££'$ POLICY IN TH£ MINIMIJM AMO/INT OF $I, 000, 000. 00 FOR EACH OCCIIRRENCE OF L I AB IL I TY. THE INS/JRANC£ COMPANY WRITING TH£ POLICY Ml/ST HAVE A RATING OF 'A-. OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS· KEY RATING GUIDE. 5. UNLESS EXEMPTED BY SECTION 30/. (11/5 OF TH£ IJNIFORM BUILDING COO£, RETAINING WALLS 0/JTSIOE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM TH£ BU/LO/NG DEPARTMENT. 6. NO WORK SHALL BE C(MIENCEO UNTIL ALL PERMITS HAVE BEEN OBTA/NEO FROM THE CITY ANO OTHER APPROPRIATE: AGENCIES. 7. APPROVAL OF THESE Pt.ANS BY THE CITY ENG!N££R DOES NOT AUTHORIZE ANY WORK OR GRADING TO 8£ PERFORMED UNTIL TH£ PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VAL /0 GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE "'40£ TO THESE PLANS WITHO/JT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY /JPON BEING SIGNED Br THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS er THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SIT£ AT ALL TIMES DI/RING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF, (Al SIMMRY SHEET, (Bl LABORATORY WORK SHEETS ANO (CJ COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTEO TO THE CITY ENGINEERING INSPECTOR WITHIN 7J,IV HIORKING DAYS OF THE COMPLETION OF FIELD TESTS. IJ. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGAROING ADHERENCE TO RECOMIIENOATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. All CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTR/JCTEO IN ACCORDANCE WITH THE CITY OF CARLSBAD STANOARO SPECIFICATIONS ANO THE • EARTMfORK SPECIFICATIONS • ATTACHEO TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELO COMPACTION REPORTS WILL BE SUBMITTED TO TH£ PROJECT INSPECTOR. 14. A PRECQNSTRllCTIQN MEETING SHALL BE HELD AT THE SITE PRIOR TQ TH£ BEBINN/Nt; QE W8K 4NQ £HAIi BF AUFNQFQ BY 411 RFfflFSFNT4TIVF$ RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE ltQRK. THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK (760 4J8·389IJ AT LEAST FIVE 151 WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEOIIL/NG. TH£ GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. I 5. ALL INSPECTION REQ//ESTS OTHER THAN FOR fflECQNST8fJCTIQN IEETING Will Bf M4Qf BY CALL ING THE ENGINEERING 24.HQIJR INSPECTION &EQUFST I INF AT 17601 438-3891 INSPECTION R£0/IESTS Mi/ST BE RECEIVED PRIOR TO 2·00 PM ON THE DAY BEFORE TH£ INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK OAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2,00 P.M. WILL BE SCHEDULED FOR 7J,IV FIILL WORK DAYS LATER. /(i. THE 0/tWER ANO/OR APPLICANT THR0//6H THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND U<IINTAIN ALL SAFETY DEVICES, INCLUO/NG SHORING, ANO SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANOAROS, LAWS ANO REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SI/BM/TT/NG A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE U<IOE OF WORKER PROTECTION FROM THE HAZARD OF CAVING /JROI/NO 0//RING TH£ EXCAVATION OF SUCH TRENCH OR mENCHES OR 01/RING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5'/ OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANOAROS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE COO£. THE PLAN SHALL BE PREPARED er A REGISTERED EN6INEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST 8£ SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT IIELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOIIRCES ARE DISCOVERED WITHIN ANY WORK AREA 0/JRIN/J CONSTRUCTION, OPERATIONS WILL CEASE lt{M{OIATE:LY. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED JtF/ITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONOUCTEO ON TH£ SITE OR ADJACENT THERETO, INCL/JD/NG WARMING /IP, REPAIR, ARRIVAL, DEPART/IRE OR OPERATION OF TRUCKS, EARTHMOVING EfJ/IIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOCIATE:0 GRADING EO/JIPMENT SHALL 8£ LIM/TEO TO THE PERIOD BETWEEN 7,00 A.M. ANO SUNSET EACH DAY, -WNOAY THRtl FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT TH£ ENGINEERING DEPARTMENT COUNTER. I 21. ALL OFF-SITE HAUL ROI/TES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL 7llt> FIILL WORKING DAYS PRIOR TO 8£(JINNING OF WORK. 22. IMPORT U<ITER!AL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. TH£ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCC/IRR!NG ALON(} THE HAlll ROI/TES OR AOJAC£NT STR£ETS AS A RESULT OF THE GRAOIN/J OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED /INLESS SPECIFICALLY NOTED ON TH£ PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN.GRADING RESULTING IN THE PONO/NG OF WATER IS NOT PERMITTED. ALL EARTHEN SIIMLES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8E AS SHOWN ANO AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRll!MED TO A FINISH GRADE TO PRODUCE A UNIFORM SIIRFACE ANO CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. LOKER 27. ALL SLOPES SHALL BE IRRIGATED, STAB IL /ZED, Pt.ANTED ANO/OR HYDROSEEOEO WITHIN TEN /IOI DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON TH£ APPROVED GRAOIN(J PLANS. 28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES ANO PADS AS REQUIRED BY THE CITY OF CARLSBAO LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 428-7L, ANO/OR AS DIRECTED BY TH£ CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPL /CANT SHALL INS/IRE THAT ALL CONTRACTORS SHALL COOROINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION Pt.ANS ANO THE IMPROVEMENT Pt.ANS AS REWIRED FOR THIS ltVRII' IN ACCORDANCE WITH THE LANDSCAPE U<INUAL TIME REQUIREMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MIN/MIN 0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, /IP TO 15' PVC MAY BE UTILIZED PROV/OED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH 3/4' ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD J034 FOR SOR 35 SOL 10 WALL PIPE. JI. WHERE AN EXISTING PIPE L /NE IS TO BE ABANDONED AS A RES/IL T OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF 811/LDING 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 ANO/OR THE /JEOTECHNICAL ENGINEER. J2. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES {ABOVE GRO/JNO ANO UNDER GR()(JNDJ WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW/ AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COOROINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT S[)/J8E l-800-422-4133 (800/660-734J {800/892-0123 {760/438-774I {760/434-2980 (760/438-2722 /7601726·1340 (X 1374/ SBC AOELPH I A C<WMIIN I CA Tl ONS CITY OF CARLSBAD {STREETS 8 STORM DRAIN/ Cl TY OF CARLSBAD (SEWER, WATER 8 RECLA /MEO WATER I 8/JENA SANITATION DISTRICT J4. PERMIT COMPLIANCE REQUIREMENTS, A. FOR CONTROLLED 0RA0/N{J-THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO /JIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS (15.16.120.8} CARLSBAD MUNICIPAL COO£. 8. PRIOR TO FINAL AP.PROW. Of 4 GRADING PERM! [-THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR (/5. 16. 120. 9 8 . 10} CARLSBAD MUNICIPAL CODE, I II FINAL REPORT BY SI/PERVIS/NG GRADING ENGINE& STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE Pt.ANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY COO£ ANO THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT/. {2/ AS-BUILT GRADING PLAN. (JJ REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMIIENOEO SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EX PANS I VE QUAL I TY OF THE. SO IL , ANO SIIINAJ? I ES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLIIDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REOUIREMENTS ANO RECOMIIENOATIONS 0/JTLINEO IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. /41 REPORT WITH AS·BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (IJ YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED ro BE RE.SUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REOUIRED FOR ANY SUCH RECHECK. 36. THE /JEOTECHNICAL INVESTIGATION TITLED CARLSBAD OAKS IIEST. LOKER AVE .• PALllW4R AIRPORT ROAD, CARLSBAD. CALIFORNIA, DATED DECEMBER 17, 2003, ANO UPDATED APRIL 13, 2005, PREPARED BY GEOCON, INCORPORATED SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS IN SAID SOILS REPORT. J7. WHEELCHAIR RAMPS SHALL BE INSTALLED PER RE()IJ/REMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE. 38. ALL SIIRVEY MONUMENTS AND POINTS THAT ARE OISTIJRBEO BY THIS WORK SHALL 8£ REESTABLISHED, PERPETUATED, AND OOCI/MENTED PER THE PROFESSIONAL LANO SURVEYOR'S ACT. £NGIN££HS NOTES I. REVISION OF THESE Pt.ANS "'4Y BE. REQUIRED IF THE PROPOSED GRADING ANO IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 2. THE EXISTENCE ANO LOCATION OF UTILITY STR/JCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINEO BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS RE()IJ/REO TO TAKE 0/JE PRECAUTIONARY MEAS/IRES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTIIRES NOT SHO/tW. J. THE CONTRACTOR SHALL VERIFY TH£ LOCATION OF ALL EXISTING FAC/L I TIES (ABOVEGROUNO ANO UNDERGROUND/ WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCTION Pt.ANS IF IT IS FO/JNO THAT TH£ ACTUAL LOCATIONS ARE IN CONFL !CT WITH THE PROPOSEO HIORK. EANTHWOHK OUANTITIES C/Jl: J.8(J(} er FILL: l,,600 CY NOTE!! BUSINESS CENTER M.S. 04-04 PROJECT LOCAllON 1HE CAIJFORNIA CO<RJINA TE INO£X OF 7HIS PRO.IECT IS N 1992 £ 6252. APN 209-081-01 SOURCE OF TOPOGRAPHY TOPOCRAPHY SHOWN ON THESE' PLANS WAS GENE.RA 'fE1) BY REI.O S/JRIIEY BY Oi?A Y CONSUi TANTS, INC. ON ✓/JNE f!J, 200.J. TVPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCIJRACY SW/DAROS. LEGAL DESCRIPTION LOT 1 OF CARLSBAO TRACT No. 74-21, IN TH£ CITY OF CARLSBAD, COIINTY OF SAN 0/E(X}, STA TE OF CALIFORNIA. ACCOROING TO MAP THEREOF No. 10J72, RI.ElJ IN TH£ OfRCE OF THE COIINTY RECOROER OF SAN OIE00 COIINTY, APRIL 13, 1982. BASIS OF BEARINGS !HE BASIS OF BEARINGS FOR lHIS SURVEY IS 1HE CAIJFORNIA C'OORIJINA TE S'rS7£11 NAIJ8J, ZONE 6; BASllJ I/PON 1H£ CR/0 BEARING B£THffN PT. NO. !J6 AND Pl NO. 98 AS O£SCRl8£lJ IN R£COHt) OF SURVEY NO. 17271. l£ N58'02'35"W RUERENCES CD H'llJROLOCY ANO H'tlJRAfJUCS BY Oi?AY CONSIJ!JANTS, INC. DATElJ 1,/2005.. @ STORM WATER MANAGEMENT PLAN BY Oi?AY OOVSVLTANTS, INC., OATElJ J/2004. @ G£0TECHNICAL REPORT BY GE0C0N. INC. OATElJ 12/17/2003. REFERENCE PLANS CITY OF CARLSBAD ORA/f!NG NO.s 405-7, J61-J, 392-8, 218-5, 218-5,4, 428-1 CITY OF OCEANSIDE HIGHWAY 7B PACIFIC OCEAN ~ -~SIT£ ITY OF VISTA CITY OF ENCINITAS VICINITY MAP NO SCALE 7°~!s:!61~½'!f CEl{Tlfl~T; R£61SlFREO CML £JIGIN££R OF TH£ STATE OF CALIFORNIA, PRINCIPA/.1.Y !JO/NG BUSINESS IN THE flElJ) OF APPtlEJJ SOILS IIE.CHANICS, HEREBY CERllFY THAT A SAAfPI..ING AND ST/JOY OF 1HE SOil CIJN0/7!0NS PREVALENT WITHIN !HIS SITE WAS l,fAf)£ DY l,f£ OR llNO£R ltff OIRECT!ON 8£TWEEN !HE D4TES OF No~ 13 r"'00 ) , f!J. __ ANO Dc.c.. I::¼:: , ~o"!, TWO COP/£S OF 1HE SOllS REPORT C()l,(p/t£0 FROM lHIS ST/JOY, W!1H MY R£COMM£NOA'/70NS, HAS 8£EN SIJlJJIJTlElJ.. 7iLJ1? ~ OF TH£ CITY SJCNEO: __ _,_ _ _,_ _________ _ ENGINEER. ¥. ~ qW)tF.SSIO;"l/ • I ,c,<'> ,:xii J. VEr_,, ti,:;1 . (;.£ NO.: -"-:l'-"t_O_,_ _________ _ >.;!;J"' ~~ 041£· -:+ /-:J:=t•( 0 5 ! Si No.2401 ~-\= ("; i"'~ ~ :f!lfSJtffi:''00--"" O,c~1.\': lJC£NSE EXPIRAllON 04TE: '9/ 3o/4 <o QECLANATIQN OF RESPONSIBLE CHANG£ I H£REBY DECLARE 7HA TI AM TH£ £NG/N£ER OF WORK FOR !HIS PRO..E'CT, !HAT I HA VE EXERC/SBJ R£SPONS!BI£ CHARGE OV£R lH£ DESIGN OF lH£ PRO.IECT AS O£FlNfJ) IN SECllON 6103 OF lH£ BfJ9N£SS ANO PROfFSSIONS COO£, ANO !HAT 1HE O£S/GN IS CONSISTENT /fflH CIJRRENT STANDARDS. I IJNIJ£RSTAND THAT TH£ CHECK OF f'RO.ECT ORA/ffNGS AND SPECIRCA TlONS BY lH£ CITY OF CAHLSBAO OO£S NOT R£1lEI/£ 1,(£, AS ENCINEETi OF WOR,t OF MY RESPONSIBILITIES FOR PRO.ECT 0£SICN. O'!JA Y CONS/JL TANTS, INC. 2710 LOKER A VEN//£ lfEST, STE. 100 CARLSBAO. CAURJRNIA 92008-1317 (160) !JJt-7700 r:itSSJ -iili '..J . ,mf}l,. * c,v,1-~ EXP. 12/31/06 OWNEN's C£RllFICAT£ I (WE) fl£R£BY C£RTIFY THAT A R£(lfSlEREJ) SOILS ENGINEER OR G£0LOC/ST HAS 8£EN OR WILi B£ REJAIN£1) TO S/IP£R'lfS£ OVER-Ail. GRAfJINC ACTMTY AND AIMS£ ON THE COMPACTION AND STABftJTY OF !HISS/1£ L/ / -/ ~ c::/· Mew!trB::- NAME, P 7r1TLE, OWNER/SUBOMOER ' FRANZ LOKER, LLC 81!J!J 8Al.80A AV£NIJE, Sl/lTE 210 SAN Ol£GO, CALtroRNIA 92123 PHONE: (858} 268-890! CIVIL £N(JIN£EH/lAND SUNV£YOH " 02/A Y CONSIJl WITS, 2710 LOKER AIOI//£ CARI.S8AIJ, CA. 92008 {160) 931-7100 INC. IIEST, SllllE 100 OAT£ EXPORl· f,2(J(J CY f?EJfBJIAL: IJ..000 r;_y El£CTRONIC DATA FILES AR£ FON R£FERENCE ONLY AND AR£ NOT TO BE lJSEI) FON HORIZONTAL OR f,fl?llCAL SI/Rvf'Y CONTROL BENCHMARK NOTES: 1. lH£S£ QIJANllTIES AR£ FOR BONlJINC PURPOSES ONLY, AND ASSl/1,1£ NO SIIRl}IJ(ACE. CONll?ACTOI? TO V£R/FY TO HIS SA llSFACllON. 2. CONTRACTVR SHALL Sl/BMIT AND RECE!',E APPROVAi. F/lOl,I CITY FOR HAUL ROI/TFS PRIOR TO HA/JLJNG DIRT OR CONSTRIJCllON MAlll?IALS TO OR FROJ.I 1HE 91£ DESCRIPTION: 2" A/.IJl,(IN/JI,( 0/SC STAl,fP£0 GPS CONTROl PT. 2002 LOCATION: IN S/IJ£WALK NORTH 510£ OF PALOM.4R AIRPORT ROAD, .JOO FEET WEST OF l,(£JR()S£ OR/VE RECORD FROM: R.0.S. NO. 17211 {Pl NO. 11) ELEVATION: #4.00 M.S.l DATUM: NGVO 1929 I (13/0(; TC 12 REVIS€ 8Ull-PIJ.J/;. PA!?KING -SNT. S JV.J'S/Oi TC 1, r?~ll!S/; &£!3, RFPLACF 5/!f'f. 4,5', & DATE lNIT!AL £NGINEER or WORK REVISION DESCRIPTION l:'>L',1()/\\0.,/'•Al)t:' tiw(J ,IL•i }',,' :![l'.:'.1 lL\::!Sctn /rcfa. (·J7!'fl•:: 0,\71AC. :~•,3]1,'H WORK TO 8£ DON£ TH£ GRADING WORK SIW.L CONSIST OF 1HE CONSTRUCllON OF ALL CIJ1S AND ms, R£ME1J/AL GRAOINC, ORA/NI/GE FACILITIES, EROSION CONTROi. FACILITIES, ANO PlANT1NG OF P£RAIAN£NT lANOSCAPING ANO PR£PAHA1!0N OF AS-8/JILT GRAOING P!ANS, ASc-8/JILT IEJlOG/C AIAPS AND REPOR!S, ALL AS SHOWN OR R£tlUIRE.lJ ON 7HIS SET OF PIANS ANO THE Cf!Y STANOAROS, SPECIFICATIONS, R£QIJIR£ll£NlS, RESOL/ITIONS ANO OR/JINANCES CITE!) ON THESE Pl.ANS. THE CRA/JINC WORK SIW.L 8£ P£RFORl,(£O IN ACCORCl4NC£ WITH THE FOLLOW/NC OOCt/AIENTS, C/JRR£NT AT TH£ Tlll£ OF CONSTRt/CTION, AS IJIR£CTEJ) 8Y 1HE CITY £NCINEER. !. CARlSBAO /IIJNIC/PAl COO£. 2. CITY OF C4RlSBAf) STAN/J4ROS. 3. THIS SET OF PLANS. ,t.. RESOL/JllON NOs. 5801, 5802, ANO 5803, 041ElJ IJECEJIBER 15, 20(){.. 5. TH£ STAN£14RO SPECIFICATIONS FOR Pll8LIC WORKS CONSTRIICTION (GREEN BOOK). 6. SOILS RE.POR'/S AND RECOWENMT!ONS DY C£OCIJN, INCORPOPATfJ) OA'fEJ) O£C£MBER 11, 2003. 7. TH£ SAN OIECO REGIONAL STANIJAR{) DRAWINGS AND AS Ai4Y 8£ MOIJIF!£l) BY THE CITY OF CAHl..SBAI) STAN/JAROS. !J. ENVIRONJIENTAI. APPROVAi. DOC/N£NTS IJ41ElJ 0£CEMIJ£R 15, 2004. RESOl/JllON NO. 5801. 10. STORMWATER !MNAGEMENT Pl.AN (SWIIP) FOR MS fH-D4 PREPARED BY OZl4Y CONSl/lliW!S, INC. /J4'fEJ) MARCH 4, 20(){. 11. STORMWATER POlll/TION PREV£NTlON PLAN {SWPPP) PREPARED BY OZl4Y CONS/JlWffS, INC. fl4'fEJ) FE8R/JARY ,f., 2005 12. lH£ CALIFORNIA STORMWAlER OIJlfll7Y ASSOC/AllON (~ sroH!,f WATER BEST CONSTRIJCllON HAN!JBOOK ANO STATE OF CAIJFORNIA DEPT. OF TRANSPOR!AllON CONSlRllCllON SITE BEST M4NAGEAfENT PRACTICES {Bl,fP) MANI/Al. NOTE: QUANTITIES ARE FOR BONO/NG PURPOSES ONLY. ACT/JAL QUANTITIES M4Y VARY. STD. DWGS. AR£ SAN Ol£GO REGIONAL SllJS. UNLESS NOTED OTHERWISE. STD. owe. SYAIQO[. LEGEND QESCHIPTIQN Sl/B/Jl'I/S/ON BO/JN!J4RY • ----------- PROPOSEOCONTOIJR •••••••••••••••••••••••• ~ ....... /)4Yl/GHT LIN£.. • • • - • - - - - • • - • • - • - - - - - - - • -• • _,_ -_._ - -/au•= -G--~-~w n, "''"'· • - - - . - • - . - - . - -•. - - - . - . - - - -r .J12:2)-- EXfSTING SPOT E1.£VAT!ON. • • • • • • • • • • • • • • • • • • • • • • -f?fZ'.20,l'I Or)/ EXfSTING R.Oll'IJNE El.EVAT!ON. • • . • . . . • . • • • • . • • • • . • ~ £XIST1NG SLOPES. • •••• _ ••••••••••••••••••• Cf/TOR RLL SLOP£ UNES ••••••••••••••••••••• flOWIJNE E1£VA!10N. • •••••••••••••••••••••• FlN/SH£O SURFACE SPOT El£VAllONS. • • • • • • • • • • • • • • • FfNIS!fEI) GRAD£ SPOT El£1/Al10NS. • • • • • • . • • • • • • • • • SIGHT DISTANCE. •••••••••••••••••••••••••• RIP-RAP_ •••.••..• _ ••••.•• .0--4/P. WING-l'tP£ H£AOWAll. - • • - - • - - • • -_o....u. 9• HOP£ Sl()RI,( 0/?AIN ••••••••••••••• TO' HOP£ STORM DRAIN • • • • • • • • • • • • • • 12• STORM 0/?AIN_ ••••••••••••••••• 18• STORM DRAIN ••• _ •• _ ••••• _ •••••••••••••• 24• HOP£ $TORI,( IJPAIN •.• __ ••• _ •.••••••.••.•.. PAl4NG (J• AC/12' AB) _ .• _ ..•• _ .••..• _ .••. _ • CONCRETE: PAV£!,(£N[ •••••••••• _ •••••••••••• Cl/RB.···········-·-···--G-6'. ······- P.C.C. 6' Cl/RB .t Gl/17ER •••••••••• J;-2. • • • • • • • • • P.C.C. SIDEWALK (PER ARCH!lECT PLAN) •• .G-1. • • • • • • • • • PEDESTRIAN RAMP TrPE '8'. . . . . . . . .G-27 •••••••••• ALLEY-TrPE. lJRIVEll'AY. • • • • • • • • • • .GS-20. • • • • • • • • CONCRETE SWALE •••••••••••• __ .0-!J .•••.•••.. FAm11 Sll'Al.£. • - -•• - • -•• -•• - -•• - • • • • • • • • • - • 1,(1){)/fTEO DY CITY OF CARtSB40 STAN04RDS c~7.,, 2710 Loker Avenue West Civil Engineering Suite 100 zao • FG -n = = =SIJ== = = = =SIJ== = ====SD= 9F ---------- ---------- DESIGNED BY: A,!j. DRAWN BY: T.G.. G.M. PROJECT MGR.• T.O.C. ENGINEER Of WORK: QUANTflY 160 SF 2EA .J.fJ LF 19 LF #JLF 79LF 2JOLF 82,000 SF 670 SF J,500 LF 510 LF 2EA 650SF 1,066 SF REVISED MARCH 2005 DATE: NOVEMBER 2004 SCALE: ~ SHOWN JOB NO,· 03-1071 Pkmning Corlsbod, Collfom!c: 92008 Processing _... ,.-::; I DATE: r/2:2/os 760-931 ~ 7700 Surveying -✓-c,;___ (-.-~, Fax: 760-931-8680 www.odoyc¢nsultQnts.com TIMOTHY 0. CARROi.i.. JR. RCE: 55381 P~~ DEPARTMENT APPROVAL "AS BUil T" ----Cd: w<+iro w DATB,9 /8 /os ~.,d -(8IGIIID) ,[>.';f.,i'l'f/)1,,;1 PW00NG DIIIICl.'OR . EXP. d2f.Lc€ I RCE.fiS.~L DATE ~w~ DATB:63/'oey'o!'.> 7 WED _tl.Y: _ (_, RICOllllBlil)II BY: Cbri~tef~~~ ~ -~-o</.{z.<1 [2iso7 ECTC "-DATE I SHIT I CITY OF CARLSBAD I SH9TS I ENGINEERING DEPARTMENT . 6/WJING Pl.ANS fOR: ·----~ lOK£R BUSINESS CENTER JJ.S. 04-(),f. APP;D~-~ Lte'l'D a. H.0Btll1 __ $1 ef_ 3_/4 ,_,. PE EXP:~ ,..,.,,-v.5 CITY ENGINEER DATE J -DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL I "DATE ,ffilTIAL CHKD BY: Gvf' OTHER APPROVAL CITY APPROVAL RVWO BY: 11.S. 04-04 '28-lA - /010606 f ~ 00 I ...... )> NOTE/I ELECTRONIC DATA FILES AR£ FOR REFERENCE ONLY AN!) AR£ NOT TO 8£ USED FOR HORIZONTAL OR l.fRTICAI. SIJRVEY CONTROL 1 25' 100' SCALE: 1" = 50' KEY lfCENO PARCfl NVl,/BfR. SfW[R. • • • ACCESS HOLES. WATER. SEWER (EXIST.). WATER (EXIST.). GATE VALVES FIRE HYIJRANT. STREET UGH! STORI,/ DRAIN. STREET SIGN • SHEET IND£X SHEET NO, OESCH/PT/ON I TITLE SHEET KEY MAP © SCALE: 1• = 50' ... 2 K[Y MAP, STRE.£T SECTIONS & DETAILS J-6 GRADING PLAN 7, 8 [ROS/ON CONTROL PLAN RE\1S£D MARCH 2005 "AS BUil T" DESIGNED BY: _,_A. .. Be.., __ DATE: NOi/EMBER 2004 0/ ~•?' DRAWN BY: T.G., G.M. SCALE: AS SHOWN ~ c::; u -~C-O=--,N,.,-,S~U~L-=r,-7"ii/:~N~T;:-;:S;---1-P_RO_J_E_CT_MG_R_.,_J_.o_.c_. __ Jo_e_N0_.,_0_3_-_10_11--1 p .E. ~Bf EXP. 1+/.;y/~ 2710 Loker Avenue West Suite 100 Corfsbod, California 92008 '760·-931--7700 Fox: 760-931-8680 www.odayconsultonts.com Civil E.ngineerinq Planning Processing Surveying ENGINEER OF WORK: _,,.-"I .t •;;k:.._( e • I/ DATE: 7(2o/'9$:" ~.;=: 11M01HY 0. CARROLL. JR. RCE: 55381 DATE 2' J' 2' 1 DETAIL -CURB OPENING NOT ro SCAI.E BENCHMARK DESCRIPTION: 2' Al/JAIINIJM O!SC STAAIPElJ CPS CONTROL PT. 2002 LOCATION: IN SIO£WAl1( NORTH S/0£ OF PALOMAR AIRPORT ROAD, JQO FEET IIEST OF AIELHOS£ OR/1,f' RECORD FROM: R.aS. NO. 11271 (PT. NO. 71} ELEVATION: #f..00 M.S.l. DATUM: N(;Vf) 1929 i,1 ~- ,t" P.C.C. SIO[WALK- CURB FINISH SUl?FAC£ /1\ DATE INITIAL ENGINE[R or WORK 10' 5.5 Ir o,5' (TYP.) TYPf "G" CURB & GVTTEl? 126' 92' 44' g' g' I I A.C PAVfl,ffNT ANO BAS£ EXISTING PALOMAR AIRPORT ROAD -PUBLIC NO SCAI.E 12' ROW 10' 26' 26' 10' 5.5' t I 2% 2% '.% -- EXISTING LQKCR AVENUE WEST -PUBLIC NO SCAI.E TYPICAL SECTIONS NO SCAI.E I 3• 560-C-3250 CONCRfTf QUAIL -CONCH£[£ SWALE NOT llJSCAIE I/. PROP0S£0 20' STORU ORAIN fSl,/T. I VARIES ~ 5' 7' -10' i';,l------'LA""N."''!)c;:::S:;:;CA.::.P..::.'E_-+--_c.:;Vf<:;_G:;;;'ET,i-i,l'iiT£.~lJ---1 AR[A SWALE ::, ti ~ EXISTING , '"--½~ / GROUND ~ -..L "---==-----'----r -6" 1,1/N. SECTION ~-A' NO SCA/.£ JO' 5.5' I SH2T I CITY OF CARLSBAD I SHgETS I ENGINEERING DEPARTMENT ~~ OIWJING PL4NS FOIi: LOKEN BUSINESS CENTER 11.S. 04-()I. A~':I\_J\,J\J\ ~,\es-l.±011' B. PIUB8S p~ EXP: c:,,,CITY ENGINEER ATE . DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: c;,iP AI.S. o,-o, 428-7A REVISION DESCRIPTION CITY APPROVAL RVWD BY: OTHER APPROVAL 111405 C :E (i) .a::. I'.) 00 I ...... )> Lor _;J ,) D ,J rJ .J .J u .1 NOTE!/ ElEC TRCWIC DATA FILES ARE FOR REFERENCE CWL Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL l'JI I 517 LD1 o R/JJVC1JD /JGU/J I I II I I 0"' I 0 "' I ~ I I I "'I I I 1 ~ "' t ~ s'i 25' W/0[ S£11'£R "' ,. ~ I [Sl,IT. P£R R[CORO .+ ~ I MAP No. 10372 I • J I I , I - i I .... : " . <J\; I RE:VISED MARCH 2005 c~t?~, DESIGNED BY: A.B. DATE: NOVEMBER 2004 DRAWN BY: T.G. G.M. SCALE: ,· = 20· PROJECT MGR.· T.O.C. JOB NO.: 03-1071 s 2710 Loker Avenue West Civil Engineering ENGINEER Of WORK: Suite 100 Planning Carlsbad, California 92010 Processing --.// DATE: 7/°22, /' 760-931-7700 Surveying " --. Fox: 760-931-8680 www.odoyconsultants.com TIMOTHY 0. CARROLL,' JR. RCE: 55SB1 ~ ~ ~ " ~ "' 1,: t: ~ '~ ~---= ~~ EDJDJVD/1 Jl1/JP 323 J::. 21.I' .• 111 371 3:t 312 ,, -· -/ ,,,____ -4-= // "' PARC~(/ BLOG. '8"'--"' FF=374.0 PAD=373. !7 r S££ SH££T No. 5 [X/ST. 15" VCP S[W[R P[R OWG. No. 218-5 ,.;,_,. 0 N 02'37'33" W _5J.f.J5'_ .,,,..\L "AS BUil T" BENCHMARK ~ c~ -'/~ EXP. IWJft:-a P.E.j5J8I DATE ~WED BY: ffi· ~lrt{7,.~7 7N EC~ ATE DESCRIPTION: 2• ALUM/NU/I DISC STAMPED CPS CONTROL PT. 2002 LOCATION: IN SIOEWAlK NORTHS/Of OF PALOMAR AIRPORT ROAD, 300 FEET WEST or M£1.ROS£ OR/VE RECORD FROM R.0.S. NO. 17271 (PT. NO. 11) ELEVATION: 444.00 M.S.L. DATUM: NCW 1929 IZ~Z/05 TC /1\ REVISE PARKING & GRAOING- DATE INfflAL ENGINEER or WORK REVISION DESCRIPTION l:\031071\0J71AG0.3.dwg Aug 10, 2005 11:11am Xrehs: 0.371AMAP: TP_OOay2: TP;5ht101; 0371TP01: 0371ag: OJ71AGRD; OJ71AUn., OJ717UTL. OJ71ASTR ~ \ --- DATE o' OW [T C.B. DB-3636 W/ 'AFFIC GRAT[ !NSTA ~ 'SUNTR[[ T[CHNOLOGl[S' GRAY:.[ /NffT SK/MM[R BOX 372.1 li'lf 361.2 Fl\fN (18") 361.1 Fl V.N (12; 361.1 Fl ~T 20' 10 40' SCALE: 1" = 20' CURB 4" CONCR[T[ OV[R A.8. P[R SOILS [NG/N[[R R[COMM[NDATION CONCRETE WALK NOT TO SCA££ PR/VA TE STORM DRAIN,· DA TA ·-·-------- DELTA BEARING RADIUS LENGTH SLOPE REMARKS r N 16'55'29" [ 98.15' 0.61% 24" HOP[ 2 N 88'4/ '12" [ 7'.34' 0.54% . 18" HOPE J N 00'58 '06" W 92.25' 1.08% 12" HOP[ 4 N 06'/8'54" W 40.00' 1.2% 12;; HOPE. NOTE!! All SIGNACE SHALL BE PER SEFARATE PERMIT I SHJET I CITY OF CARLSBAD I SHgTS I ENGINEERING DEPARTMENT -----·- GHAOING PLJ,NS FOR: LOKER BUSINESS CENTER /1.S. 01-~ APP~"AD j\ _i G°~ • • , !.l.G'f8 b. HUBBS ___i~ r"'---·' J,. PE ' EXP:~ {'!(CITY ENGINEER DAT IN!TIAL 'oAl't LJl'r1AL DWN Y: PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL ~t~g ~{'. Gllf'__ M.S. 04-04 428-7A ·d10606 060707 1f14os· ·-~ i ! 0 ~ t 00 I "'-J )> NOTE/I ELECTRONIC OATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERllCAL SURVEY CONTROi.. - \ ~ ,.,. t,,v "" , .. ", .f'-Atf/M!L.. <J f/~--~ 0" CURO ,t ---... ,,r---f-''-.l.l!~ H-S10P. ❖ C J,> -,,.,,,, > / '.) ···•:!• ,r~v.,;}·· '<" - ·6' /'.s ::;:s::::J _-,..,- 'II, '(,l'.f•-~Fc-:--'t'iJ f_ r; CK DOCK INffT w ~rFIC CRATE W 'lOGARO' TRENCH e'twAcr-&) CONNECT TO TRUCK DOCK TRENCH DRAIN \ .. - }ff{c 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 f"ax: 760-931-8680 www.odayconsultonts.com -t- -+---1- ;-j ~ -_)_ 1 I -r-- Civil Engineering Planning Processing Surveying INSTA 'SUNTREE T[CHNOLOGl[S' CRA [ /Nl[T SKIMMER BOX Jl2. I 361.2 Fl IN (18'}. 361.1 Fl 'N (12 ') 361. I Fl UT \ ORA, /LT[R PARCEL 2 BLOC. jf' FF-373.5 1AD=.J72. 67 S££ SH££T No. DESIGNED BY: ~A~.8~. __ DRAWN BY: T.G. G.M. PROJECT MGR.· T.0.C. ENGINEER OF WORK: -------0~1 ,,.,.... ' TIMOTHY 0. CARROLL, JR. REVISED MARCH 2005 DATE: NOVEMBER 2004 SCALE: 1" ; 20' _---;;;::__, JOB NO.: 03-1071 P.E.55W DATE,½:.JO RCE: 5 381 "AS BUil T" c~ EXP .d¥8 ✓/47 DATE "RCP EST.!"RCP 359.5 re) ----// CONNECT TO EXIST. WATER. -SE£ owe. . w r ,---RIP-RAP TYPE 2. -.ll"----2__/JACKINC, '~ IEi--:----.,,T-=!.O; 5'x8' J7, 0 fC) / ' W/0£ ~ r, EASE [NT MAP o,// Jl2 --osrc) c EKIST. 8" WATFR - ' ----- ------ ------ -_,_ CONCRETE SPILlWAr ~&, SEE DETAIL THIS SH[Ef ti F)(JSTl!VG 3~/}TOR y RIP RAP TYPE 2. / No. 2 BACKING,' BU)LD/JVG T= 0~ 5'x8' ~ '.i . 1~ . '--' . ? ----i--CONCRETE SPILLWAY. SEE DETAIL THIS SHEET . ~, RIP-RAP TYPE 2. No. 2 BACKING. ' T~1.o: 5x8' ' ~--20' w, ST, 'M 'ER 0 REC. •·. EXIST. FIRE HYO. ---!8' WIO[ ACCESS EASEMENT PER DOC. No. 1988-4!629! BENCHMARK DESCRIPTION: 2• ALUMINUM DISC STAMPED GPS CONTROL PT. 2002 LOCATION IN SIDEWALK NOR TH SIDE OF PALOMAR AIRPORT ROAD, JOO FEET WEST OF MELROSE ORl'Yr RECORD FROM: R.O.S. NO. 11211 (PT. NO. 11) ELEVATION: 144.00 M.S.L. DATUM: NG',V 1929 -- ( "t:~~ s-l(~&r 6"'-'<H~l'J 4 t~/P~ TC fil REVIS[ PARKING & GRADING, REPLACEMENT SHT. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION . l:\031071\0371AG04.dwg Nav 28, 2005 8:50am Xrefs: 03717Ull; 0371AMAP; TP _00oy2; TPShl101; 0371TP01; 0371ag; 0371AUTL; 0371AGR0; 0371ASTR v'<Jr) DATE INITIAL OTHER APPROVAL o· 20' 10 40' SCALE: 1" ; 20' [XIS . FIR. HYO. EXIST. A.H. No. 28 358.49 fl IN _ --558:29 FL OUT @ 0.40 ¾ 371.4 re TOP or SPILLWAY CURB FLOW LINE 24" MIN.[ ~RIP-RAP I R"I ~ CONCRETE SPILLWAY NOT TO SC.41.£ PRIVATE STORM DRAIN DATA ~o DELTA/BEARING RADIUS LENGTI-l SLOPE REMARKS ~ N 11'52'00" W 90.55' 0.66% 24"-HOPE I -- ~ N 81'22'27" £ --35.00' 2.00% 8"HOP£ - 3 N 87'22'21' [ --4.00' 10.0% 18' HOP[ 4 N 29'59'06" W --8.25' 1.21% IO'HOP£ - 5 N 85'34'!9' £ --81.95' 0.51% /8' HOPE 6 N 50'2I '!9" [ --52.32' 0.16% 12" HOP[ 1 N 02'37'32" W --40.06' 0.15% » » --8 N 02'31'33" W --9.21' 1.08% 12• HOPf 9 N 02'31'33" W --60.85' 0.66% » ,, ---/0 N 86'5/ '25" W --I 1.01' 15.46% 8" HOP£ NOTE/I All S/GNACE SHALL BE PER SEPARATE PERMIT I S4ET I CITY OF CARLSBAD I SHgTS I ENGINEERING DEPARTMENT CRAOING PLANS FOR: LOKER BUSINESS CENTER J.I.S. O,f.-0,f. APPROVED ,3r , ~ ~";ff' ,!6,GlfNN -r: PRVIM~_/.;,§,.i ,---30 7 CITY ENGINEER 'DATE '.tf.~ ~ OWN BY: PROJECT NO. DRAWING NO. CHKD BY: M.S. 04-04 428-7A CITY APPROVAL RVWD BY: ) ) 060707 ) C :e .!:I, (i) 0 "Tl -0 . I ...... l> NOT£!! p; I : Iii I I II 11 I ; Iii 1 1 ii I II II :1 .. '" 11 I ,,, il[ I II 1!1 1 I 11, 1 I 11 I 11. I 111:_ l : :1 I I Iii I II II __ ' li I Iii I I "' I 11 ,_.jl, / ! ELECTRONIC OA TA RLES AR£ FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERl!CAL SURVEY CONTROL CONSULT 771() Lvker ,A.venue West Suite 1 JU C!,Jrl.s::iorl Cnliforniu 920'.0 7G0-9.)l 77GO Fax· 760 ::131-36<!0 www.odc ycors·J ·tcr ts.com Civil Cng,n1:-ering PJonnins:i Proc:e;:-;'.:>-in,,; '.:;u-veying 0 ENGINEER OF WORK: PJ{RCEL 3 \BL/JG._ 'C' FF-J76~£ 0=315. 77-"' OU/KS C.8. 08-1212' •~ W/ PAR. (__GRAT[ c,, 315.1 RIM -.... ' 3 371.3 FL IN "-. 1,-\--4'-~ 311.2 Fl OUT "-. Q/IIKS£T C.B. (DB-IJIJ) ~ W/ PARKWAY GRAT£ / "' 375. 6 RIM / ·,. 371.9 FL OUT / C I PRIVATE STORM DRAIN DA TA I DELTA/BEARING -- NO RADIUS LENGTH SLOPE REMARKS ------. - I N 04·57'5j'' W --50.6,J' 1.19% 8" HOP[ --J N 52'17'00" W --80.25' !.87% 8" HOP{ N 04'57'57" W 24.96' r---12" HOPE J --!.20% 4 N 85'02 'o3" £ --42.63' 0.94% !2" HOPE . 5 N 08'37'!3" W --72.99' 0.55% 12" HOPE WED BY: 5££ SH££T No. -4 QUA 'S[r__t.8. {08-3636) W / RAFF!C GRA Tl INST'J.4 'sUNTR££ T£CHNOLOG/£S' (,'RAT£ ~L[T SKIMM[R BOX 371.9 RiM 368.2 FL !N. (IJ") 368.J FL !NY11") 367.7 fl OUT r,i;_; o· 20· 10 SCALE: 1" ~ 20' ---- • ~ ~ ~ vi ~ vi 6"MIN. /13 (/4) @ 6" c.c.- DETAIL f -SIO£i 'ALK SECT/a tJ SWALE CROSSING NOT ro SCALE 1 40' ________ .) BENCHMARK D[SC-<il'' ION: 2" ALUMINUM DISC STAMP£0 CPS CONTROL PT. 2001 ,.CCAT':)N IN SID£WALK NORTH SID£ Of PALOMAR AIRPORT ROAD, 300 fffT WFST OF MELROSE DRIVE k:FORD FROM: R.0.S. NO. 11211 {PT. NO. 71) El lVAIIOli: 44400 M5:L. CATlM NGV!J 1929 ---. - r------------------- ~----: ----- //13/(){, TC &:,. Rl:VfSe llQflJ)lt,/6, PAf?.K!NG I Pli'fllli A ISlE (REPl.,ICES SIIE£T 0RIG/NIILLY 5/GMl:O 12/02/1/:. re /t\ !rFVtif PAPKiNC & CRA/J!N(~ i?l:.PLACf./v!f.N I S/JT r DATE INITIAL .......--------REVISION DESCRIPTION ENGINEER or WORK \C,3:C71\il.571AG05dwg N<.w 26, 2)05 10·'.2om Xr~fs: J-!717lf'":; 0371ASRC; 0J71AIJAP: T'"flAUT; 0371TP(ll TP_Q[!At0i; U.'i71A.: CJ71P.STf: - ------ ! 3 07h5J DATE IN!T!AL OTHER APPROVAi NOT£!! ALL SIGNACE SHALL BE PER SEPARATE PERMIT CITY.OF CARLSBADl!SHEETS I -1·s5ET I -ENGINEERING DEPARTMENT i 9 -CHAO/NG PLANS FOi?: ! . LOKER Bl/S/N[SS CENT£!? M.S. 04-04 APPROVED/If"" .. ·· ~ ~/~ ~ ~<, .._,. ~ 'rtdi.'1!/UI Pl?UtM z PE 51.274 ~-300;, CITY ENGINEER J#D~. .:~ ·-·-· ------.. ···------------·-.. ··--• ., .. ,, ..• ,J 1,1! DWN BY: --PROJECT NO. DRAWING NO. ~ DAf( ------ CHKD BY: M.S. 04-04 428-7A CITY APPROVAL RVWD BY· ---·---- 010606 C, :e U'I (i) 0 .s=. ... ~ -.0 co I ....... · ► _'_<_.:;:::::::::'=::-~.J::::/5~-~ fl J78 r"f"'lr.!8 ::cUJ70 i) J?g ---.1' EXIST. IRRIG. N[W MODIFIED 8£NCH 8US STOP EXIST. BA -FlOW P[R N.C.T.D. STANDARD D[TA!lS ---PR[V[. RW Rw•--"' EXISTING LOKER A'\Vi _A?) [XIST.z ' ' WN SEE SHEET No. 4 ... -· EXIST. FIR[ HYO. 20' W/D[ PR/VAT[ STORM DRAIN [AS[M[NT--c-~Rtt==-1.'" P[R DOC. No. 2005-043284 I dr----..... R[C. 5/23/2005 [X!ST. 2· IRRIG. svt;. REMOVE & RfLOCAT[ EXIST. ;;,, "8US STOP" SIGN R[MOV[ [XIST. CURB, S/O[WALK, -----------. UTTER'---- G-~~-- t,15' INT[RS[CTION S/'J',C/JI EXIST. 8" VCP:,r---·; FUTURE 8" R[C. WAT[R WES -W--- L> W) s "" I PER owe. 405-7 / 1 ;I ' I I I I -~;iW---'<--> EXIST. TELEPHONE RISER +-- EXIST. TELEPHONE A.H. -+- .____ /8' WID[ AC EASEMENT P[R DOC. No. 1988-416291 ~-R[MOV[ [XIS!. NON-CONTIGUOUS S/O[WAll< (TO NEAREST EXPANSION JOINT} ANO REPLACE IN-KIND CONTIGUOUS TO EXIST. CURB MODIFY EXIST. LANDSCAPE & IRRIGATION EXIST. CURB TO REMAIN J~--J---J-jl__ SD6t€ VAU~T; fi-----,,.-; /<f'Tl\ I >JING WA U.. '.--~-20-wrct'-ACCF~S [AS[M[NT P[R DOC. No. 200§:.7JV5851) R[C. 5/19/2005 ~,---+----t--rli:UPHoNi;; R!$e"R ~-i---,-EXIST. STOP SIGN / __,ll-f-,-EXIST. SPRINl<ffR CONTROl 80X l-~--t--1----EXIST. T[l[PHON[ RIS[R ..L ----- tt,, =J'l2'32, R=5J6.02 ---'--~ l=J0.02' ~ EXIST. ST. l/GHT -- -------- --- ----------- -------------- ------------------- ',1 EXIST. FIR£ HYO.~ -------------- \,~{ or 50:/ Fl/GHT PATH I ' ', IIDIISED MARCH 2005 -... -... ' ' ~ ~ ~ ~ ~ "----. ~ ~ ~ --------- NOTE/I £lECTRC#IC OATA filES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL a? VERTlCAL S/JR'.EY CC#TROI. c~/??~, s DESIGNED BY: AB. DATE: NOVEMBER 2004 DRAWN BY; T,G. G.M. SCALE: 1" = 20' PROJECT MGR.: T.0.C. JOB NO.: 03-1071 "AS BUil T" ~ (7., _<1)/o-,. //.... -~~ /#2,fk P.E. S5~1 EXP. DATE BENCHMARK DESCRIPTION: 2• ALUMINUM DISC STAMPED GPS CONTROL PT. 2002 LOCATION: IN SIDEWALK NORTH SIDE Of PALOMAR AIRPORT ROAO, JOO FEET #rST OF M£LROS£ DRIVE -- 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: ,?."..' ,WED BY: Suite 100 Planning I I Carlsbad, California 92010 Processing --------: CA ~~fciL? ~ 'fl{(-z:lixo-1-760-931-7700 Surveying DATE:4 '-, ·' • Fax: 760-931-8680 ~ , www.odayconsultants.com TIMOTHY 0, CARROLL, JR, RCE; 55381 DATE RECORD FROM R.0.S. NO. 17271 (PT. NO. 11) ELEVATION: 444.00 M.S.l. DATUM: NGVD 1929 (REPlACl:S S/lcET 0/?/C-INALLY S!GNl:fJ 9!07t 15) t?/ffi/05 TC /1\ REVISE PARKING & GRADING, R£PLAC£M£NT SHT. DATE INITIAL DATE INITIAL REVISION DESCRIPTION ENGINEER OF WORK OTHER APPROVAL I: \031071 \0371 AG06.dwg Nov 28. 2005 8· 59om Xrefs: 03717UTL; 0371/\f.lAP; TP_0Doy2; TPSht101; 0371og; 0371AUTL; 0371TP01; 0371ASTR, 0371agrd o· 20' 10 40' SCALE: 1" = 20' ) ' ' . ' ' 010606 ,060701 NOTE!! All SIGNACE SHALL BE P£R ScPARA TE PERMIT ---I SH;,ET I CITY OF CARLSBAD I SHgTS I ENGINEERING DEPARTMHH --- ----GRAl)fNG I'll.NS FOR: LOKER BUSINESS CENTER M.s. o~-rH -- APPROVED(1Y 4 c.( ~.,p!'_Y.Y ~--;.,< PE sf.>W'EXP: ~30-07 GUN!./ r, PR/Jl{:j/~~ CITY ENGINEER DA E . , ,, - OWN BY: PROJECT NO. DRAWING NO. "'DAiE ffUTIAL CHKD BY: AI.S. 04-04 428-7A CITY APPROVAL RVWD BY: I . 2. 3. 4. EROSION CONTROL NOTES IN CASE EMERGENCY WORK IS REQUIRED, CONTACT CLINT FOWLER AT LUSARDI CONSTRUCTION AT /760/ 744-3/33. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES INHEN RAIN IS EMINENT. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED QR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 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 CREATE A HAZARDOUS CONDITION. 7, ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. B. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5/ DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%/. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE II. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE/ PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING, A. HYDROSEEDING SHALL BE APPLIED TO, I. ALL SLOPES THAT ARE GRADED 6: I (HORIZONTAL TO VERTICAL/ OR STEEPE:R WHEN THEY ARE: . a. THRE:E FEE:T OR MORE IN H£ I GHT AND ADJACENT TO A PUBL IC WALL OR STREET. b. ALL SLOPES 4 FE:E:T OR MORE IN HEIGHT, 2. ARE:AS GRADED FLATTER THAN 6, I WHE:N ANY OF THE: FOLLOWING CONDITIONS E:XIST, a. NOT SCHEDULE:D FOR IMPROVEMENTS/CONSTRUCT/ON OR GENERAL LANDSCAPING/ WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIE:D BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY TH£ CITY ENGINEER THAT WARRANTS IIINEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA, C. D. E. I. ALL SLOPES THAT ARE GRADED 6, I OR STEEPER AND THAT ARE, a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100'.¾ 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 HYDROSEED/NG. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT TH£ OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. HYDROSE:ED/NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING, I. SEED MIX SHALL CONSIST OF NO LESS THAN, a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOL/A e. 3 lbs. PER ACRE OF ALYSSUM /CARPET OF SNOW/ f. 112 I b. PER ACRE: OF D IMORPHOLE:CA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY 8£ OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF TH IS SUB SECT/ ON MUST BE I NOC ULA TED WI TH A NITROGEN FIXING BACT£RIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING B£FORE HYDROSEEDING. /. ALL SEED MAT£RIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENE:D CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. }. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSE:ED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE I MULCH APPLIED AT THE RAT£ OF NO LESS THAN 2000 lbs P£R ACRE. TYPE 6 MULCH /STRAW/ MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. l'A-IEN 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 AJ.NONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TO BE HYDROSEEDED SHALL BE PREPAR£D PRIOR TO HYDROSEEDING BY, I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF, a. TRACK WALKING SLOPES STEEPER THAN 6,1 b. HARROWING AREAS 6,1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING ARE:AS THAT WILL NOT BREAK UP USING ITE:MS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY, a. AOJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALIN£ SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. HYDROSEE:DED AREAS SHALL 8£ MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT 15 PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 50'MIN. 12" MIN. PRQF/Lf: PUBLIC RIGHT- OF-WAY TER FABRIC • MINUS ROCK EXISTING GROUND I STEEL SHAKE PLATES/RUMBLE RACKS PROV/OE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY PUBL C RIGHT-OF-WAY F£NC£/BARRIER TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE STABILIZED CONSTRUCTION ENTRANCE PER CALIF. STORMWATER BMP DWG TC-1 FLOW __ __ I 1c~' I =c~i =I I 1=~=1 i ,11L 1:--·11-·i•,1 ':L:=_ :=. ~ -:;.~: = ,_· ccll1=:11 1 il-l lc·ll=i ' ,-, ' ,-'--J ~-1 I ,_,, , ,-·-< ',--4• VERTICAL FACE lf/§fQDJNG DETAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAH) BALE -----.., FLOW---1► --WIRE OR NYLON BOUND BALES PLACE[) ON THE CONTOUR 2 RE-BARS.STEEL PICKETS.OR 2·x 2· STAKES I 1/2' TO 2' IN GROUND ANCHORING DETAIL • ORA I NAG£ AREA LESS THAN I ACRE: STRAW BALE DIKE I. SET POSTS ANO EXCAVATE A 4BY4 IN (/OBY IOCMJ TRENCH UPSLOPE FROM ANO ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE 9 IN (23 CM/ EARTHEN RIDGE FILL SLOPE UNLINED SWALE & BERM 0 ,,----TOP OF SLOPE CURB LINE: GUTTER LIN£ FILTER FABRIC OVER WIRE FILTER FABRIC/GRAVEL BAGS f) CURB INLET ------ l/ROP INLET WITH GRATE STRAW BAL ES · STAKED WI TH TI\O STAKES PER BALE COMPACTED SO IL TO PREVENT PIPING END AND SIDE OVERLAP AT CORNERS HAY BALE SILT BARRIER GRAVEL BAGS OVERLAP ONTO CURB STAKED STRAW BALE FILTEl?ED I WATER 3 FT (0.9 Ml MIN. FLOW --.,.. RUNOFF GAP BETWEEN BAGS ACTS AS SP I LL WAY THREE LAYERS OF GRAVEL BAGS WI TH ENDS OVERLAPPED 0 0 0 0 0 0 0 GRAVEL BAGS 4"-6" LOGS LOG CHECK DAM .. A B I ~ -. - -, , 1-=L_--,-1:=:71_m=m. ___ J1'::::._11·,-_ ,=-· POINTS A SHOULD BE HIGHER THAN POINT B HAY BALE CHECK DAM 61N/l5CM/ 24 IN (61 CM} i I IN {61 CM) l L=DISTANCE SUCH THAT POINTS A AND BARE OF EOUAL ELEVATION GRAVEL CHECK DAM 4• 6 • x 6 • ANCHOR TRENCH 1-EGEND DESCRIPTION QUANTITY SXMBQL STABILlZED CONSTRUCTION ENTRANCE 2 EA. STRAW BALE DIKE SILT FENCE UNLINED SWALE & BERM D-75 LINED SWALE ----- 380 LF. -o>----co>---00-- BLOCK-SCBEEN-GRAVEL SILT BASIN HAY BALE SILT BARRIER LIMITS OF CLEARING & GRADING GRAVEL BAGS PUNCHED STRAW LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM HYDROSEED FILTER FABRIC/GRAVEL BAG INLET PROTECTrON 2710 Loker A.venue West Suit>::! 100 Cor!sb<ld, Colifornkt 92008 760-931·-7700 Fox: 760-931-8680 www.odoyconsu!tonts.com CJrESS1 -% m NO. 55381 * ""'· 12/31/04 ~ CIVI\. ,~..,_ OF CAl-'~r;:,'<-; Civil Engineering Planning Processing Surveying 1680 EA. 4,600 SF 13 EA ~/ ~/ ~I ~/ + ccccaxrcaxo -►►I --■ ~ DESIGNED BY: _,,A.,,.B.,___ DATE: NOVEMBER 2004 DRAWN BY: T,G.. G.M. SCALE: /lS SHOWN PROJECT MGR-· T.0.C. JOB NO.• 03-1071 ENGINEER Of WORK: DATE: 7. TIMOTHY 0. CARROU., JR. RCE: 55381 "AS BUil T" ---/'7 ·~~ DATE I SHBEET I CITY OF CARLSBAD I SHEEgTS I 1----1----+----------------1-----+---+---+----< ENGINEERING DEPARTMENT 1----+-----l-----------------+---+----il------l~--f 1------+----+----------------'>-----+-----+--+---I lROSl(J/( COfll'RO/. Pl..4NS FOi: DATE INITIAL ENGINEER or WORK !"\O}:o,1<.pi11/l((\>J8"'9 Ju, 22, 2fY::> 10·.\fbn ;'.r,,r,_ OY?,f,'.:. 0371,\N REVISION DESCRIPTION DATE !NITlAL OATE INITIAL OTHER APPROVAL ClTY APPROVAL lOKEH BUSINESS CENTER 11.S. (N-(N bb9'l9 B.J)!LBBS '.'I· 1, o $'_ .. CITY ENGINEER DATE PROJECT NO. DRAWING NO. M.S. 04-04 428-lA 111405 <» 0 - J o' ----15 60' SCALE: 1• • 30' NOT£// £lECTRONIC DATA F1l£S AKE FOR REFERENCE ONLY ANO ARE NOT TO 8E {JS£]} FOR HORIZONTAL f.R VER11CAL SIJRVEY CON77?0l. 2.710 Loker A11enue West Suite 100 Carlsbad, California 92008 760-931-7700 Fm:: 760-·931-8680 www.odayconsultants.com Civil Engineering Planning Proces,;;ing Surveying II -\\> ·, ),.,c:,q><i:,.J. \, "AS BUILT" DESIGNED BY: __cA..,Be.. __ DATE: NOVEMBER 2004 DRAWN BY: T.G., G.M. SCALE: 1" = 30' .. -----/I PROJECT MGR.• T.O.C. JOB NO.: 03::1071 ~~l_ :...4 _.!f::/.1-t/4:i- r--------------l P.E . .55,?$1 EXP. t:U31r0B -~ATE ENGINEER OF WORK: DATE:7/~ ollu/7,p1 TIMOiHY 0. CARROLL. JR. RCE: 55381 DATE i I BENCHMARK DESCRIPTION: 2• Al/JMINIJM 0/SC STAMPED GPS CON7ROL PT. 2002 LOCATION: IN SIOEWAlK NORTH SIOE OF PALOMAR AIRPORT RQ.ID, JO() FEET IIE"ST OF MElROSE OR/VE RECORD FROM: R.O.S. NO. 17271 {PT. NO. 1'1) ELEVATION: #4.00 A/.S.L DATUM: NG'lfJ 1929 I I 111405 ' "' I SHgET I CITY OF CARLSBAD I SHgETS I ENGINEERING DEPARTMENT -· £HOS/ON CfJNTliOI. PUNS FOR: LOKER BUSINESS CENTER AI.S. fH-0,f. APl(_RO'!_E°,.J\;.JvJJ I,\ ~ ~ 1:1:6'16 8. Hll8llS 9.,.11, PE EXP: -'I""' CITY ENGINEER DATE DATE INITIAL OWN BY: ENGINEER or WORK REVISION DESCRIPTION DATE INITIAL OATE INITIAL CHKD BY· Gllf' PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL RVWD BY: 1,/.$. 0,1-(N 428-7,4 I: \031071\0371 AG09.dW,g Jul 22, 2005 1~ 39<.im Xrefs: OJ?l7UTL 0371AMAP; TPflrevN: 1f'8res£; TP_OOa{,'; lPSht101; OJ71TPOL 0371og-, 037!AVTL; 0311AG!ID; 0371ASTR