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HomeMy WebLinkAboutDWG 434-4A; PIP 05-04; PALOMAR FORUM LOT 4; 01-06GRADING NOTES I IN ADDITION TO THE REQIJIREMENTS OF CHAPTER 15. /6 OF THE CARLSBAD MIJNIC/PAL CODE./ I. THIS PLAN S/JPERSEDES ALL OTHER PLANS PREVIOIISLY APPROVED BY THE CITY OF CARLSBAD REGAl10/N6 GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN 011 1114IV£ ANY PORTION OF THE CARLSBAD MIINICIPAL COO£, 11£SOLIITION OF CONDITIONAL APPROVAL, CITY STANDARDS OIi OTHER AOOITIONAL OOCIIMENTS LISTED HEREON AS THEY M4Y PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS IIHEN NON-CONFORMANCE IS OISCOVEREO. 3. CITY APPROVAL OF PLANS DOES NOT l?ELIEVE THE DEVELOPER OIi ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS 0/SCOVEREO 01/R/NG CONSTRIJCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY S(JfJA{/TTEO TO THE CITY ENGINEER FOR APPROVAL. 4. A R/6HT-OF-1114Y PERMIT FROM THE CITY ENGINEER WILL BE 11EOIIIR£0 FOIi ANY WORK IN THE P/JBL/C RIGHT OF WAY. PRIOR TO PERMIT /SSIIANCE, A CERTIFICATE OF /HSI/RANCE Ml/ST BE FILED NAMING THE Cl TY OF CARLSBAD AS AN ADDITIONAL INSIIREO ON THE PERMITTEE'S POLICY IN THE MIN/MVM AMOIJNT OF $1,000,000.00 FOi? EACH OCC/JRRENCE OF LIABILITY. THE INSIJRANCE COMPANY !'IRITING THE POLICY MUST HAVE A RATll{G Of •4.• QR BETTER AND A SIZE: CATEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS· KEY RATING GUIDE. 5. IINLESS EXEMPTED BY SECTION 301. {b/5 OF THE I/NI FORM 811/LOING CODE, RETAINING 1114LLS 01/TSIOE OF P/IBL IC RIGHT OF 1114Y RE0/1111£ SEPARATE PERMITS FROM THE BIi/LO/NG DEPARTMENT. 6. NO WORK SHALL BE COiWJENCEO IINT/l ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 1. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT A/JTHORIZE ANY WORK OIi GRADING TO BE PERFORMED 1/NTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISS/1£0. 8. NO REVISIONS WILL 8£ M40E TO THESE PLANS WITHOI/T THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY IIPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-811/LT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. II. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE Mtl/NTA/NEO TO THE PROJECT SITE AT ALL TIMES 0/JRING CONSTRIICTION. 12. WHERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (Al SI.WARY SHEET, {Bl LABORATORY HtJl?K SHE'ETS AND {CJ COMPACTION CIIRVES, SHALL BE S/IBMITTEO BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING 81/SINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE S/JBMITTEO TO THE CITY ENGINEERING INSPECTOR WITHIN THO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. /3. A SOILS COMPACTION 11£PORT ANO COMPLIANCE VERIFICATION REGARDING ADHERENCE ro RECOiWJENOATIONS ovntNED IN THE SOILS REPORT IS REOIIIREO PRIOR TO THE /SSIIANCE OF A B/IILOING PERMIT. All CONTROLLED GRADING SHALL BE DONE IJNOER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING 81/SINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FIITIJRE Fill AREAS SHALL BE CONSTR/JCTEO IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE • EARTH#VRK SPECIFICATIONS • ATTACHEO TO THE PRELIMINARY SOILS INVESTIGATION. OAILY FIELD COMPACTION REPORTS WILL BE SIIBMITTEO TO THE PROJECT INSPECTOR. 14. A PRECONSTRIJCTION MEETING SHALL BE HELD AT THE SI TE PRIOR TO THE BEGINNING OF KQRK ANQ SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRIICTION. INSPECUQN. SIJPERVISION, TESTIN0 AND ALL OTHfR ASPECTS OF THE" WORK. THE CONTRACTOR SHALL SCHEOIILE THE MEETING BY CALLING (760/ 438-3891 AT LEAST FIVE /5/ WORKING DAYS PRIOR TO STARTING CONSTRIICTION. APPROVED DRAWINGS Ml/ST BE AVAILABLE PRIOR TO SCHEOIIL ING. THE GRADING PERM/ T WILL BE PRO VIDEO BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REWESTS OTHER THAN FOR PHECONSTRIJCTION MEETING WILL BE MAI)£ BY CALL ING TH£ £NQIN££RIN6 24-HOIIR INSPECTION REQ/JEST LIN£ AT 176{)/ 438-3891 INSPECTION HEQIJESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE QAY BEFORE THE INSPECUQN IS NEEDED. INSPECTIONS WILL BE M40E THE NEXT WORK DAY IJNLESS YO// R£01/EST OTHERWISE. 11£01/ESTS MADE AFTER 2:00 P.M. Will BE SCHEO/JLEO FOR TIit::> FIILL HtJl?K DAYS LATER. 16. THE OWN£R ANO/OR APPLICANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCL/ID/NG SHORING, AND SHALL 8£ SOLELY RESPONSIBLE FOR CONFORMING TO All LOCAL, STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS ANO REG/JLAT/ONS. IT. THE CONTRACTOR SHALL CONFORM ro LABOR COO£ SECTION 6705 BY SIIBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE M4DE OF WORKER PROTECTION FROM THE HAZARD OF CAVING 6RO/IND 0/JRIN!J THE EXCAVATION OF SI/CH TRENCH OR TRENCHES OR 0IJ11/NG THE PIPE INSTALLATION THEREIN. THIS PLAN Ml/ST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5'/ OR MORE IN DEPTH ANO APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM TH£ SHORIN0 SYSTEM STANDARDS ESTABLISHED BY THE CONSTRl/CTION SAFETY ORDERS. TITLE 8 CAL /FORNI A ADMINISTRATIVE COOE. THE PLAN SHALL 8£ PREPARE() BY A REGISTERED ENGINEER AT TH£ CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE S/JBMITTEO TO THE INSPECTOR PRIOR TO EXCAVATION. /8. NO BLASTING SHALL BE PERFORMED IINTIL A VALID BLASTING P£RMIT HAS 8££N OBTAINED FROM THE CITY OF CARLSBAD. S/IBMIT APPLICATION FOR BLASTING PERMIT HELL IN ADVANCE OF THE SCHEOIILING OF BLASTING OPERATIONS. 19. IF ANY ARCHA£0L00ICAL RESQIIRCES ARE DISCOVERED WITHIN ANY WORK AREA DI/RING CONSTRIICTION, OP£f/ATIONS WILL CEASE IANEDIATEL Y, AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART /JNTIL THE PERM/TT££ HAS RECEIVED M?ITTEN AIITHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS COND/JCTEO ON THE SI TE 011 ADJACENT THERETO, INCL/JO/NG WARMING 1/P, REPAIR, ARRIVAL, DEPART/IRE OR OPERATION OF TRI/CKS, EARTI-MOVING E()IJIPMENT, CONSTR/ICTION E()IJIPMENT ANO ANY OTHER ASSOCIATED GRADING £011/PMENT SHALL BE LIM/TEO TO THE PERIOD BETWEEN 7:00 A.M. AND SIINSET EACH DAY, MONDAY THR/J FRIDAY ANO NO EARTHMOVING OR GRADING OPERATIONS SHALL 8£ COND/JCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOL IOAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT CO/INTER./ 21. ALL OFF-SIT£ HAUL ROllTES SHALL BE SIIBMITTEO BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL 1)1() FIILL WORKING DAYS PRIOR TO BE<JINNIN<J OF WORK. 22. IMPORT M4TERIAL SHALL BE OBTAINED FROM, AND WASTE M4TERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CQNmACTQR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR OAM4GE OCC/JRRING ALONG THE HAUL ROI/TES OR ADJACENT STREETS AS A RESIJL T OF THE GRADING OPERATION. 23. SRI/SH SHALL 8£ REMOVED ONLY WITHIN THE AREA TO 8£ GRADED. NO TREES ARE TO BE 11£MOVED IINLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRAOEO TO ORA IN. GRAO I NG RESIJL TI NG IN THE PONO I NG OF WATER IS NOT PERMITTED. ALL EARTHEN Sll/4LES AND 0/TCHES SHALL HAVE A M/NIMIIM ONE PERCENT SLOPE. 25. THESE PLANS ARE SI/BJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN ANO AS APPROVED BY THE CITY £NGIN££R OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TR/1,1,1£0 TO A FINISH GRADE TO PROD/ICE A /JNIFORM S/JRFACE 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. PALOMAR FORUM LOT 4 WONK TO BE DONE lHE GRAl}/NG WORK SHALL CONSIST OF THE CONSTRIJCT!ON OF Ail. C/J7S ANO FILLS, CONCOURSE 27. All SLOPES SHALL 8£ IRRIGATED, STABILIZED, PLANTED ANO/OR HYDROSEEDED WITHIN TEN ( 10/ DAYS OF THE TIME WHEN EACH SLOPE IS BROI/GHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PADS AS REOIIIRED BY THE CITY OF CARI.SHAO LANDSCAPE MAN/JAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO.=---, ANO/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSI/RE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRRIGATION PLANS AND THE IMPROVEME:NT PLANS AS REOIIIREO FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE M4NIJAL TIME REOIIIREMENTS. 30. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETE PIPE WITH A MINIMIIM 0-LOAD OF 1,350, FOIi PRIVATE STORM DRAIN PIPES, /IP TO 15" PVC M4Y BE IITILIZEO PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH 3/4' ROCK PER SORSO S-4 TYPE •c• ANO PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOL ID WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESIILT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN n+cNTY FEET OF 8/JILOING OR STREET AREAS ANO REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL 8£ PLIIGGEO WITH CONCRETE' OR REMOVED AS APPROVED BY THE CITY ENG!N££R ANO/OR THE GEOTECHNICAL ENGINEER. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACIL /TIES {ABOVE 6ROI/NO AND /INOER GROI/NO/ WITHIN THE PROJECT SITE SI/FFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOi/ND THAT THE ACTIIAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED IITIL ITY COMPANIES {SE£ BELOW/ AT LEAST 2 F/JLL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COORDINATE THE llfJRK WITH A COMPANY REPRESENTATIVE. /INOERGROIIND SERVICE ALERT S/JlifJE /-800-422-4/33 f 800 I 660-7343 {800/892-0/23 /760/438-1741 {160/434-2980 (160/438-2722 (160/633-2650 f 760/ 153-0155 I 160/ 144-0460 (760/ 153-6466 r 160/ 726-1340 SBC ADEL PH I A COMIIIIN I CAT IONS CITY OF CARLSBAD {STREETS 8 STORM ORA/NJ *CITY OF CARLSBAD (SEW£R,WATER 8 RECLAIMED 1114T£RI *SAN DIEG/1/TO WATER DISTRICT *LEIICADIA COIINTY 1114TER OISTRICT *VALLECITOS WATER DISTRICT "Ol lVENHAIN WATER DISTRICT *BIIENA SAN/ TAT/ON DISTRICT *AS APPROPRIATE 34. PERMIT COMPLIANCE REOIIIREMENTS, IX 1374/ A. FOR CONTROLLED <JRAOIN0-THE APPL /CANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120.8} CARLSBAD MIINICIPAL COO£. B. PRIOR TO FINAL APPROVAL OF A GRAOING PERMIT-THE FOLLOWING REPORTS Ml/ST BE S/JBMITTEO TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16. 120. 9 8 10} CARLSBAD MIINICIPAL COO£: ( I J FINAL REPORT BY SI/PERVIS ING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANO IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE ANO THE APPROVED PLANS {OBTAIN SAMPLE' OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT/. (2/ AS-811/LT GRADING PLAN. /3/ REPORT FROM TH£ SOILS ENGINEER, WHICH INCL/JDES RECOIM'NOEO SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE 01/ALITY OF THE SOIL, AND SIMMR/ES OF FIELD ANO LABORATORY TESTS. THE REPORT SHALL ALSO INCL/JOE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE 11£0/JIREMENTS AND RECOIM'NDATIONS 0/ITLINEO IN THE PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. (4/ REPORT WITH AS-8/J/LT GEOLOGIC PLAN, IF REO/JIRED BY THE CITY. 35. /JNLESS A GRADING PERMIT FOR THIS PROJECT IS /SS/1£0 WITHIN ONE {I/ YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS M4Y BE REOIIIREO TO BE RESIIBMITTED FOR PLANCHECK. PlANCHECK FEES WILL BE REOIJIRED FOR ANY SIICH RECHECK. 36. THE SOILS REPORT TITLED IIPOATE OF COMPACTION REPORT FOR PROPOSED COiWJERCIAL IND/JSTRIAL BIJILOING. LOT 4 PALOMAR FORIIM. CITY OF CARLSBAD. NO. 99-06. DRAWING NO. 399-4A DATED APRIL 27, 2005, Pl?EPAREO BY VINJE & MIDDLETON ENGINEERING SHALL BE CONSIDERED AS PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMIIE:NOATIONS ANO SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. £N(l!NE£KS NOTES 1. RElt1SION OF lHESE PLANS MAY BE REQUIRED IF 1HE PROPOSED IMPROvEJ.IENTS AH£ NOT CONSTRUClllJ PRIOR TO 1HE 1)£AOLJNE DA TE OF 1HE IMPROVEMENT AGREEMENT. 2. lHE EXISTENCE AND LOCA 710N OF 1/llLITY STRIJC!l/RES ANO FAC/UllES SHOWN ON 1HE CONSTRIJCTlON PLANS WERE OBTA/NE!) BY A SEARCH OF THE A VAILABI.E RECOROS. Am:NllON IS CAlLEll TO lHE POSSIBLE EXISTENCE' OF OlHER 1/llUTY FACIUTIES OR STRI/Cfl/RES NOT SHOWN OR IN A lOCAllON 0/FffRENT FROM !HAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRE[) TO TAKE OU£ PRECAUllONARY MEASIJRES TO PROTECT THE 1/llllllES SHOWN ON lHE PLANS ANO ANY OTHER EXIS71NG FAC/UllES OR STRIJC!l/RES NOT SHOWN. J: lHE CONTRACTOR SHALL VERIFY lHE lOCA 110N OF All EXISllNG FACIUTIES (ABOVECROIJNl) ANO UNO£!?GROUNO) WITHIN 7H£ PRO£CT SITE SI/FflCIENTl Y AHEAO OF lHE CONSTRIJCllON TO PERAIIT THE REVISIONS OF lHE CONSTRIJCllON PLANS IF IT IS FOIJNO THAT THE AC'l1JAL LOCA 7/0NS ARE IN CO/VFl.lCT WITH lHE PROPOSED IK¥i'K. ONE AT P.I.P. THE PALOMAR FORUM 05-04 PROJECT LOCATION THIS PRO.ECT IS LOCA 7EJ) YtflHIN ASSESSORS PARCEL NO. 221-015-01 lHE CAUFORNIA COORDINATE IN()£X OF THIS PROPERTY IS N1992 £6258 SOI/KC£ OF TOPOGHAPHY MASS GRADING PER !)llf'J. No. .J99-4A. LEGAL DESCRIPTION LOT 4 OF CARLSBAO TRACT No. 99-06, PALOMAR FORUM, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA 7E OF CALIFORNIA, ACCOR/JING TO THE MAP THEREOF No. 14831, fllElJ IN THE OFFICE OF THE COUNTY RECORfJER OF SAN /JIEGO COIJNTY, .JI/NE 29, 2004 AS FIL£ No. 2004-06069J5 OF OFFICIAL RECOl10S. REFERENCE DRAWINGS 399--4 399-4A GRADING ANALYSIS: Cl/7: 8,380 C. Y. fill: 6,560 C. Y. EXPORT: 1,820 C. Y. REJ.IEO/Al• 5,880 C. Y. N01E: SOILS ENGINEEK's CEKTIFICAT£ I, S. C!cl:i«•· S .!>Jl..-r;.ri , A REGISTERElJ CML ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY 00/NG 8/JSINESS IN lHE FIE1.I) OF APPI.JElJ SOO.S AIECHANICS, HEREBY C£RllfY TH4T A SM/Pl.ING AND STUOY OF THE SOIL CONDITIONS PREVALENT WllHIN THIS SITE WAS Al40E BY Al£ OR IJNfJER MY DIRECTION 8£TWE£N THE OATES OF J/JL Y 2 2004 ANO NQl/f/lRf8 24. 2001 TWO COPIES OF THE SOILS REPORT COMPILEJ) FROM THIS STUDY, WflH 'g/ff!/!!~.llONS... H4S ~~~ :~ :s /1/, •. . "· ~,,..,,.,,, "':2~e....1wh....::::~ .. _e_=-=~=== --=-==z::=====-§'.~\\DL~_:::J.ia/';~" J1V1vc:.u. + = ?,/:;J,/:,M,1S,,i~J /ft/2❖ ~\'~ • NO.: 4<el7 4 1--/' ,, -=>l<Lµ,,,,,__ _________ _ '.:B ~ l~e-,m,74 ~ ~! '\': Exp.12-31·06 DTE· _,.,P=..(....,11,._..,fa=S~--------- "',:;.t. civ,1. fie-+," 'LICENSE EXPIRAllON 1147£: IJ, /3/f?<, 'l! 0/: C p,,t,\'ro DECLAHATION OF 8£SPONSl8l£ CHANG£ I HEl?EBY OEC/.ARE lHA TI Ml THE ENGINEER OF lltJRK FOR THIS PRO.ECT, THAT I HA /.f' EX£RCISEJ) RESPONSIBLE CHARGE 01£7? THE OESIGN ON THE PROJECT AS lJ£FlNElJ IN SECTION 6703 OF THE 8/JSINESS ANO PROFFSSIONS COOE, AND lHAT THE fJESIGN IS CONSISTENT YtflH CURRENT STANOARDS. t IJNOERSTANO lHAT THE CHECK OF PROJECT DRAWINGS ANO SPEC/RCA llONS BY THE CITY OF CARLSBAD IJOES NOT R£/.l£/,f' 11£, AS ENCINEER OF lltJRK, OF MY flE.SPONSIBlllllES FOR PROJECT lJESIGN. OVAY CONS/JLTANTS, INC. 2110 LOKER A /.f'NI/E llfST, Sl/l1E 100 CARI.SBA{), CAUFORNIA 92010 (760~)!;-Jl~✓ . _..,~~~/fl:~~~--DATE· {i'f/~ KftlHHANSEJi /?.C.E. Na 6022:J EXP. 6,/.10,/06 OWNER~ CERTIFICATE I (WE) HD?EBY CERTIFY TH4T A REGIST£RE!) SO/l.S ENGINEER OR GEOLOGIST HAS BEEN OR WIU. BE RETAINEfJ TO S/JPEIMSE OVER--AIJ. GRADING ACTMTY ANO ADVISE ON lHE COMPACllON ANO STABIUTY OF !. lH£S£ QUANTITIES 00 NOT /NCL/)1)£ SHRINKAGE OR EXPANSION. ,_JJJSSllE. ~~a• W~~ -m.... ,. "!;., ,111em6',._ NAME, TITLE, CITY OF OCEANSIDE ··¥7 •J , I , CITY OF VISTA SITE PACIFIC OCEAN />,'1'i-· ?9,\\l{i,('(1\/>- -.,Y,,-BUSINESS PARK DR. OWN£!f/SUBD/VIO£K: CONCDIJRSE ONE, lLC A DELAWARE UM!lEJ) UABIUTY COMPANY !1820 IWLLOW CREEK ROAD, SIi/TE 400 SAN OIEGO, CA 92121 (858) 211-7050 CIVIL ENGINEER/LAND SURVEYOR: OVA 2710 CARLSB. (760 Y CONSULTANTS, INC. LOKER AVEN/JE llfST, S/.J/TE 100 !40, CA. !12010 ~ 9J1-77{)() /?El,/ElJIAL GRAl}ING, ORA/NACE FACIUllES, EROSION CONTROL FACII..ITIES, ANO PIANTING OF PERMANENT !.ANDSCAPING ANO PREPARATION OF AS-BU/lT GRAlJ/NG Pf.ANS, AS-BUllT GEOLOGIC MAPS ANO REPORTS, Ail. AS SHOWN OR REQIJIR£lJ ON THIS SET OF PLANS ANO SPECIFICATIONS ANO l?EQIJ/R0.l£NTS C/TEO ON lH£S£ PLANS. THE GRAlJING WORK SHAU. BE PERFORMElJ IN ACCORDANCE WfTH THE fOLLOW/NG /XJC/JIIENTS, CIJIIHENT AT THE TIME OF APPROVAL., AS OIREC1ElJ BY lHE CllY ENGINEER 1. CARLSBA/J MUNICIPAL COOE. 2. CllY OF C.4Rl.SBAI) STANOARD$. J: THIS SET OF PlANS. 4. P\\"05 ~041\?PRO\II\L LETTE.f< DATED DcCEMBE.R ~L~_oos 5. THE STANOAR!) SPECIFICATIONS FOR PIJ8lJC WORKS CONSTRUCTION (GREEN UWK, 20(),Jj. 6. SO/l.S REPORTS ANO RECOWENOATIONS BY WAIi£ I MIOOI.ETON ENCIN£ERINC 0A7EJ) FE8R/JARY 6, 2002. ANO /JPOATE l.£l7ER l)AlEJ) AP/?IL 21, 2005. 7. THE SAN DIEGO R£GIONAL STANDARD DRAWINGS ANO AS M4Y BE 1,1()/)/FIElJ BY lHE CITY OF CARI.SEW) STAN!14ROS. 8. ENVIRONMENTAL APPROVAL IXJClJMENTS OATElJ OCTOBER 11, 2001, RES. NO 5031 9. STORMWATER POLL/Jl10N PRMN710N Pl.AN (SWPPP} PREPAREI) BY OZl-tY CONS/JlTANlS, OATElJ to/27/2005. woto I 9J7C.JJ74!16 ta STORM WATER JIANAGMENT PLAN (SWMP}, PR£PAREI) BY OZl-tY CONS/JLTANlS, !141EO JI/NE U, 2005 11. CAllFORNl4 SlrJ/?WATER QUAllTY AZOC {C4$04) ST1JRl,/WATER BEST /IANACEJIENT PRACTICE. CONSTRIJCTION HANOBOOK; ANO lHE STATE OF CAl.lfDl1NIA OPAtmfENT OF TRANSPORlAllON CONSTRIJCllON SITE BEST MANAGEMENT PRACTICES (BMP) MANI/Al JIQJ£· OUANTIT/£S ARE FOR BONO/NC PURPOSES ONLY. ACTUAL OUANTIT/£S M4Y VARY. STD. owes. ARE SAN DIEGO REGIONAL STOS. UNLESS NOTED OTHERWISE LEGEND DESCRIPTION DWG, NO, (SDRSD) SYMBOL EARIHWORK. • • . • • . • . • . • • • • • • . . . . . . •••.• SEE GRADING ANALYSIS AC PAVEMENT • P.C.C. 6" Cl/RB. G-1 . . . . . . . . . . . . . . . . . . . . . . . . . P.C.C. 6" CURB tk GlllTER . . . . .•••• G-:2. . ...... . P.C.C. SHJEWAlK (4,. , . . . .. , . . . . G-: 7, . . . . . . .. HOPE STORM ORAIN (6: 8' tk 121. . . . . . . . . . . . . . . . ----5(J--- HOPE STORM DRAIN (181 . . • • • • • . . . . • , , . . . • • . • ----5(J--- mrooKS CATCH BASIN, SIZE PER PLAN (YtflH □ SOi./ti TRAfF!C CO~ I/NIESS OlHERl'ISE N07EJ)) · • · • • • · · TYPE '8' CIJRB INLET • • ••••• !l-:2. . , ' . . . . . G BROOKS CATCH BASIN, SIZE PER PLAN (IHlH !'::'I TRAFFIC GRATE COJ,fl?, IJNl.£SS OlHERYtfSE NOTED) ' . · . • . • • 1a,1 AREA MAIN ......................... , .. • 0 .J' PCC S/1/AlE. • • . . • • . ••. , ,D~T.Al,L. S,H~~T. Z . . . . . . SWALE (1/Nl./NE/)), ••• , ..•••••••....•...• •• . • --- C~~TS DESIGNED BY: J.J., H.R. DRAWN BY: C.F .. G~ PROJECT MGR.: KH 2710 Loker Avenue West Civil EngiMering Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 QUANTITIES 96600 SF .J7J6 lF .J86 lF 224.J SF 251 LF 51:J lF 2 EA 1 EA ?EA 1 EA 2!17 SF 600LF DATE: JULY 2005 SCALE: AS SHOWN JOB NO.: 011010-11 Surveying ENGINEER OF woz #It--~ DATE: t/ ,t /tJt, Fox: 760-931-8680 KEITH W. HANSEN RCE: 60223 CITY OF ENCINITAS P!,NIN;[EPARTMENT APPROVAL •• AS BUil T" /pt{/. ... , z 1z/r If,(,;, __:.t DATE:/ f!'/p;; VICINITY MAP NO SCALE NO'/fll EUC1H(NC DA 1;,f Fl.ES Ali£ Fat ll£Flll£Na' OltY AND NIE NOT 1D llE IISSJ FM HCR/Zt1iTAL (R 191K:4t $I.IMY CIJN1Ra. BENCHMARK: DESCRIPTION: STANOARO STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOIJ7H OF PALOMAR AIRPORT ROAD ON CENTERt.lNE OF El CAMINO REAL RECORD FROM: NORTH COUNTY V£Rl7CAL CONTROL DATA R-1800 308+76 ELEVATION: 297.25 M.S.l. DATUM: NGW) 1929 I,\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I: \981022\9822FG01.dwg Nov 30, 2005 4:04pm Xrefs: 9822AN; 98221/lC; 9822FG (SIGlll!D) ' AS.s I s-, "'"'"1 PLllOOIIG lllllD:rGI RCF w()ZZ3 EXP. ~]3b/!,B DATE ¢ .6-,.........., DATE: l /2'f'C1o ~~B/~(1/4. (SIGlll!D) IIICOIIIIINDl!D BY: ,less,~ <~1a, a~v,Jf I 2 /2/01.,, (PRlll'f -) i 1NSPECTOR 1 ' DATE I S1EET I CITY OF CARLSBAD I SH6ETS I ENGINEERING DEPARTMENT Plll.""CISE GIWJIN(J PWiS FOR: PALOMAR FORUM LOT 4 p J.P. 06-()I. ~ROVED,1Y'° ·" GLENN , 0"'1IM ~..a;fi"oG.. .# r/1 ' -- RCE 51274v'EXPIRE!!!' 09-30-07 CITY ENGINEER --DTE OWN BY: PROJECT NO. DRAWING NO. DAT£ INITIAL DAT£ INITIAL CHKD BY:~ P.I.P. 05-04 434-4A OTHER APPROVAL CITY APPROVAL RVWD BY: - 020806 LOT 8 \\ \ I \! . I \ :::::,:t·-::::: ;:;.:;:::;::, c~~~, s 2710 Loker Avenue West Civil Engineering Suite 100 Planning Cadsbo<l, Californio 92008 Precessing 760-931-7700 Surveying Fcx: 760--931-8680 KEY MAP SCALE: I' = 60' SHEET INDEX !....... 11/ZE SHEET 2....... KEY MAP, SECllONS & DETAILS J-4... PRECISE GRADING PLANS & PR/VA TE STORM DRAIN PLANS 5....... EROSION CONTROL DETAILS 6....... EROSION CONTROL PLAN DESIGNED BY: J.J., H.R. DATE: JUNE 2005 ''AS-BUILT DRAWN BY: Q.F,. !..~. SCALE: AS SHOWN j/'.. ./ u ' -PROJECT MGR.:_J(H JOB NO.: 011010::J 1 ' EXP. ~/3o}OfJ. P.E. IROZ23 ENGINEER OF W2 Rx°,;a~ ~£-, .. DATE: 1/3/'~ KEITH W. HANSEN RCE: 60223 rNSPECTOR ,, 12} 0t:, ? ' DATE /~/~t 2' OVERHANG:--- PARKING 18' 6' TYPE 'G-1' CURB C::--jl----0.5' (TYP.} (W/ OPENINGS FOR ORA/NAG£) OR TYPE );' CURB AND GUTTER VARIES 60'-64' OR!vEWAY 24'-28' PARKING 18' (TYP.) 2' OVERHANG -4' A.C. PAVEMENT OVER 8' A.8. (MIN.) o.R 6/i' P.C.C. OVER 6" NATIVE COMPACTED TO 90% o.RASREC{Jl,IMENDEOBYSO!LSENC/NEER. TYPICAL PR/VAT£ DRIVEWAY I ' DETAIL -COMPACT PARKING SPACES TYPICAL NOT TO SCALE NOTE!! El£Cl1?CWIC DATA flt.ES AR£ FOH REFERENCE ON/. Y AND AR£ NOT TO BE USED FOR HORIZCWTAL OH VERTICAi. S/JRVEY CCWTROI. BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DA TA R-1800 308+76 ELEV/\TION 297.25 M.SL. DATUM: NGVD 1929 NO SCALE 1 ' DETAIL -PARKING SPACES TYPICAL NOT TO SCA/.£ --·-· -··-·-·· ... .. /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I: \981022\9822FG02.dwg Dec 12. 2005 2: 20pm RjW 2' OVERHANG 26' 72' ff. 26' RjW 10' EAGLE DRIVE/GREY HAWK COIJRT PARKING 18' VARIES 18'-32' NO SCALE VARIES 60'-64' DRIVEWAY 24'-28' t I ,J.O'p I/ SWALE PARKING 18' VARIES -5. 2' OVERHANG 6" TYPE 1,' CURB -.....__ 4" A.C. PAVEMENT OVER 8" A.B. (MIN.} o.R 6/i' P.C.C. Olm 6' NA17VE COMPACTED TO 90% o.R AS RECOMMENDED BY SOILS ENC/NEER. DRIVEWAY TYPICAL SECTION NO SCALE I . J' . I 2" 7 [ ~. :a -;.~ ]],· • • 4 4 ',,d ', ' . 560-C-3250 CONCRETE· /° !• DETAIL -CONCRETE SWALE NOT TO SCALE 2' ~ -CURB ,,,;--I_,____ 6" FINISH SURFACE DETAIL -CIJHB OPENING NOT TO SCALE I S2ET I CITY I SH6TS I OF CARI.SHAD ·--.. -~-·-ENGINEERING DEP.~RTMENT ~~·~·~· ·-k..-.-------Pl?ECISE GRADING Pl.ANS FOR: PALOMAR FORUM "' LOT 4 P.I.P. OS-G4 A._i,:f RO\/ED 8 r -.. ~ """ . -'A.,, • 'AGL£NN THOMAS PRUIM ~-, RCE o127VEXPIR6i!ll 09 .. 30-07 CITY ENGINEER -DTE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DA1E INITIAL CHKD BY:~ OTHER APPROVAL CrrY APPROVAL RVWD BY: P.lP. 05-04 4J4-4A Xrefs: 9822FG; 9822AGRD; 9822:ASTR; 9822AUTL; 9822FGRD; 9822FUTL; 9822FMAP; 9822EGRD; 9822eull : I NO I 2 3 4 5 6 1 8 o· s· 20· 10 40' SCALE: 1' = 20' ©2005 O'Day Consultants, Inc. \ ' \\\r \ .\ \1 \i \\ 440. 4 v----1 'i 439,5 P.O.C. ROOF DRAIN @ BLOC. SE£ PLUMBING PLANS F, \\ \ \,~ \ \ STORM DRAIN DATA (PR/VAT£) LENGTH 8297' 86.14' 10{.43' 6,43' 6240' ··•--" JOO' 25.22 100' REMARKS 18' HOP£ @ I. 00% 18" HOPE@ 500% 12" HOPE@ 578% 8" HOPE@ 1882% 12" HOPE@ 250% 12" HOPE@ 5.00% 8" HOP£ @ 1390% 8" HOPE@ 5.00% 2710 Loker Avenue West Suite 100 Carlsb-Od, CaHforn!o 92008 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing St.tveying NOTE!! MOO/FIFO CURB & CUTTER PER SORSD G-2 J' I 12" ADDITIONAL BASE SECTION A-A NOT 1V SCALE I, ROOF DRAIN OUTLET SYSTEM ro BE MAN!fOLOED WTO (2) ~ 3" SDR-J5 PVC FROM BU/LO/NC CONNEC!ION. OUTLET THROUGH CURB PFR SDRSD D-21. PROJECT MGR·_ ~K-H __ JOB NO.: 011010-11 ;/ 1---------------1 PE. U"6l.Z3 EXP. G/30(,?8 ENGINEER OF WORK: (~j{, KEITH YI. HANSEN RCE: '60.i23 N PECTOR 440.9 BUILDING 77,666 SF #0.9 fF 4«J.2 PAO 439.9 SEE SHEET No. 4 " DATE 1.z/2/4"' DATE NQm1 £1.£CTRON/C OA TA Fll.£S ARE FOR REHRENCt: ONLY ANO ARE NOT TO 8£ //SEO FOR HORIZ(¥>{TAL fR VEltflCAL SIJR'vEY CONTROl BENCHMARK: I 2 4 5 6 DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION APPROX. 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA R-1800 308+76 ELEVATION: 297.25 M.S.L. DATUM: NGVD 1929 1:t,4.6w,;JL,F,CJ.. 440.3 :::=:::,,,, I: ii 11 20' IMO£ CM/'IO EASEMENT PER ._.-l•---- DOC. No.~---REC. ___ _ PR 05-132 P. 0. C. ROOF DRAIN,@ BLOC. SEE PLUMEJ!NG PLANS * STORM DRAIN BOX DATA REMARKS J6"x36" PRECAST C.B. TC=4J1. 00 FL IN ":429. 00 FL(OUT)=428 75 EXIST. TrPE 'F' C.B. -CONVERT TO TYPE A'~'~C.~.Q~. -R~1//,-il=-4~J-8.~00-fi~l=/N==-4~24-.4-J~-fi~l ~OU~' r==-4~24-.9~:J,; l2'x8" HOPE TEE fl 8" =43040 fl 12' =430.07 J6"x36" PRECAST C.8. TG=435.00 fl OUT.=431.61 24"x24" PRECAST C.8. TC=4J510 FL !N'=430.99 fl OUT=4J0.79 24"x24" PRECAST C.8. TG=4J570 fl !1✓'=43215 FL OUT=1J25.5 /,\ DATE INITIAL DATE lNiTl,-\L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL !: \981022\9B22FG03.dwg Jan 04, 2006 9; 36cm Xrefs: 9822AGRD; 9822AUTL; 9822ASTR; 9822EUTL; 9822FG; 9822FMAP: 9822CUTL; 9822EGRD; 9822FGRD * @ 7 8 g , DATE I \ .. EX/Sl 20' IJ1I)E CM/'IO £AS[M£NT PER PR\05-75 - ' ' I I \, J i ! i r i ~/-, STORM DRAIN BOX DATA (PR/VAT£) ' ' -··---"' . -·-"-' ' ' ' ~---. ' REMARKS J6"x36" PRECAST C.B. TG=4J540 Fl{QUTJ = 43290 36"x36" PRECAST C.B. TC=4J8JO Flf!N!=43320 FlfOUTJ = 4JJOO J6"x36" P.'?ECAST C.B. TG=438.5/ FL(OUT) = 43335 INSTALL '13IOCLEAN" INLET BASKETS l't!TH HYDROCARBON ABSORPIION 800# AT All CATCH BAS!,'IS AND INLETS. SEE STORM WA/Eli' MANAGEMENT PLAN FOR AOOITIONAL NOTES AND DETAILS. I SJET I CITY OF CARISBAD ISHrs 1 ENGINEERING DEPARTMENT PRECISE GRADING PiANS FOR: PALOMAR FORUM LOT 4 P.I.P. 05-04 APPROVED lf/Y .... .,. -A' ~ ~ •L LENN THOMAS PRUIM tl-lV,•"' RCt 51274 lli\':PIRES il!l-30-07 CITY ENGINEER r ATE DWN BY: PROJECT NO. DRAWING NO. iNITI.4-L CHKD BY: '" v~ CIT/ APPROVi'L RVWD BY: ''M P.I.P. 05-04 4J4-4A / O' 5' wr / 20· 10' 40' SCALE: 1' ©2005 0'Day Consultants, Inc. \ \ \ \ \ \ \. \ . SEE SHEET No. 3 BUILDING ,/ P.0.C. 77,666 SF #0.9 FF 4#J.2 PAO ,/ ROOF DRAIN @ BLDC -~ SEE PLUMB/NC PLANS \ \ I \ 444,6 TC \ \ \ STORM DRAIN DA TA --{f RIVA TE) .. . NO LENGTH REMARKS I 141.3/' tB• HOPE @ 7.00% 6=2871'46' R=200.00' 2 197.05' 18" HOPE@ 1.00% 3 48.50' 6" HOPE@ 10.04% 4 11.15' ts• HOPt @ 6.80% 5 4289' 18' HOPE @ 1.00% NQlE!! I. ROOF DRAIN OUTLET SYSTEM TO BE MANIFOLDED INTO (2) N .J" SOR-35 PVC FROM BUILD/NC CONNECT/Of/. OUTLET THROUGH CURB PER SDRSD 0-27. DESIGNED BY: __ __,/,,),,__~JL DRAWN BY: C.f .• G.C. DATE: . SCALE: I I \ . \/ c\ \ I \ \ \ \ \ I ---~/- .. JUNE 2005 1· • 20· ---~::,.-;:;:-""-""""C-- \ \ \ \ \ "AS-BUILT • \ \ \ \ c~/??~, Mt'-~ PROJECT MGR.· KH JOB N0.: .. 01!010--__ L\_ s p E. (pOZz..3 EXP.= ~L.:B 2710 Loker Avenue West Civil Engineering Suite 100 Plorming REVIE D \ I 4427 TC " \ \ \ \ \ L7./; /OG:. I DATE Corl9bqd, Cclifornia 92008 Procesrfr;g ENGINEER OF WORK: L ~j;. DATE: ;/4/~ BILL.~ B/~-----760-931-7700 Surveying ,., Fax: 760-931-8680 KEITH W, HANSEN RCE: ' 60223 INSPECTOR DATE // " // D -\ \ . . ~----\ \ \ \ \ 442.Bff IC \ \ \ \ \ -----~-- * STORM DRAIN BOX DATA ~O) REMARKS . ---... -- I Jii'x36" PR£CAST C.B. W/ SOLID COIIER RIM=44().76 Fl/ IN }=431. 50 Fl{OUTJ=4.J/.25 2 18'x6' HOPE TEE FL(6'!=433. I.J FLfl8"!=4.J2 I.J .J l2xl2" AREA DRAIN TC:440.00 FLIOIJTJ=4.J8.00 4 36x.J6" PRECAST C.B. W/ SOL/0 COIIER RIM=438.1.J FLIIN)=4.J.J.l0 fl(OIJT)=4.J3. 45 5 MOD. TYPE '8' C.i. L=6' TC=4.J8.50 FL(OU1)=434.50 MODIFY WITH OPENING ON NORTH SIDE !,YMILAR TV TYPE r• CB INSTALL "BIOCLEAN' INLET BASKETS WITH HYDROCARBON ABSORPTION BOOM AT All CATCH BASINS AND INLETS. SE£ STORM WA T£R MANAGEMENT PLAN FOR ADDITIONAL NOT£S AND DETAILS. IJOTE!I El.EC/'Ratl!C PATA fll.£S ARE' RJR lr£FER£NC£ iJNl r Al'(l) ARE' NOT ro 8£ /JSEO FOH HORIZ<KITAL OH '4:RllCAL SIJRVliY CCWmot. BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF El CAM!,VO REAL RECORO FROM: NORTH COUNTY VERTICAL CONTROL DATA R-1800 308+ 76 .& .. .... _,_, ---...... _,.,_,.__ -·--·-DATE INmAL DATE 44z.85,_2T::,.C-,-, \ \ --"·-· --~-~ ..... ____ iNP"IAl DATE lNITlAL ELEVATION: 291.25 M.S.l. DATUM: NCVD 1929 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I; \981022\9822EG04.dwg Jqn 24, 2006 2; 02pm X,efs, 9822AGRD: 9822AUTL; 9822ASTR; 9822FG; 9822FGTXT; 9822FMAP; 9822EGRD; 9822FUTL; 9822EGRD ' . \ ,/-\~ ,//--, \ / ///~\ 4421 IC I - ----------------------------- \ I S4ET I CITY OF CARLSBAD SHEETS 6 ENGINEERING DEPARTMENT PRECISE GRADING PLANS f'Off: PAI.OMAR FORUM LOT 4 P.I.P. 05-04 APPROVED :J'/' ~ ,; ~-.,-GLENN THOMAS PRUIM t/3$/4,&,, RCE 5127 EXPI S 09-30-07 CITY ENGINEER i1ATE DWN BY: PROJECT NO. DRAWING NO. CHKD BY~ P.lP. 05-04 4J4-4A RVWD BY: I I EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUJRED, CONTACT LARRY SMITH AT (760) 535-9382. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY S£ASON. ALL NECESSARY MA TE:RIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCT/ON OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. 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 ADDIHONAL 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 CR£ATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED ARE:AS 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 RAJN 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 AGGREGATE 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION .35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS 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. THRE[ F[E:T OR MOR[ IN HEIGHT AND ADJAC[NT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR G[NERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECR£ATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. 8. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH TH[ FOLLOWING CRITERIA: 1. ALL SLOPES THAT AR[ GRAD[D 6: 1 OR STEEP[R 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 H£ADS PROVIDING 100% COVERAGE. b. GR£ATER THAN 8 FE[T IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER H£ADS 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 SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROS[[DING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALWORNICA 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 INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. , . ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAJNERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING 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. D. AREAS TO fl£ HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPP(NG AR£AS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED 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. 50'MIN. EXISTING GROUND _J_ 14'MIN. T El.Ni S1E£L SHAKfR PLATES/RUMBLE RACKS PUBLIC RIGHT- OF -WAY 1=111=111=nb11='-11"=, Tf~i I ~ITEi I 1::,:::JTT:- F/L TER FABRIC t PUBLIC RIG T-OF-WAY PROVIDE AP ROPRIAT£ TRANSITION BE?WEEN STABILIZED CONSTRUCTION ENTRANCE AWO PUBLIC RIGHT-OF- FENCE/BARRIER TO RESTRICT WAY i TRAFFIC TO THE CONSTRUCTION ENTRANCE----------J STABILIZED CONSTRUCTION ENTRANCE PER CALIFORNIA STORMWA !ER BMP DWG. TC-1 .1\N(;~'.-_ , .. ri'<S,' S:/.1\t rU'/'. f--'\'1:_-fC'.JS!. •/, .-\,[) 51,,_r 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALOWG THE LINE OF POSTS. ---------.---_-;:.,- / - -~,,.----.c -::::::=-, ,,---:::;;,_!l_rsll - F~ ~ill$LJ,;:;f:~ J. ATTACH THE FILIER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WIR[ F£WCING TO THE POS1S. 4 IN (10 CM) 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. SILT FENCE 9 IN (23 CM) l':ARTH[N RIDGE UNIJNED SWALE & BERM C':i';'i;Ac·c:; 5:JJ ,,~ ,,<,,,-ii ' GRAVEL BAGS OVERLAP ONTO CURB ____ ....,,, RUNOFF / --+ ----·----•-r--~ •-,. -·--I_!_.._ -,·~·····1-···--·-, i•!--:.:;JF7~~~ty'~Bf ,,} \ J FT (0.9 M) MIN. GAP BE?WEEN BAGS ACIS AS SPILLWAY THREE LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS .,VERTICAL SPACING VM3/£S BETWEEN 8' TO 10' NOIE: INSTALL f/B£R ROLL AL ONG A LEVEL CONTOUR DATE INITIAL t, FIBER ROLf.S FIBER ROU. /,\ --FIBER ROLL 4" Ml'✓• SET DETAIL ABOVE ENGINEER OF WORK REVISION DESCRIPTION i:\981022\9822FG07.dwg Jan 24, 2006 11:36am Xrefs; 9822FG A DATE LEGEND DESCRIPTION STABILIZED CONSTRUCTION ENTRANCE UNLINED SWALE & BERM GRAVEL BAGS SILT FENCE HYDROSEED C~~T s 271 O Loker Awmue West Civil Engineering Suite 100 Planning Corlsbod, CoHfornia 92010 Pmcessing 760-931-7700 Su,veying fox: 760-931-8680 QUANTITY S)'M'RQL 1 EA. 840 EA. CX:X::X::X:X:X:· 510 LF. 6483 SF. -0>-----<0>---- DESIGNED BY: -J.J., H.R. DA.TE: _,JUC(_2005 ·- DRAWN BY: ..• .Q.F. G faaC. SCALE: _{,Ji SHQWJI_ __ PROJECT MGR.· KH JOB NO.: 011010-11 ENGi~~ DATE: {?~c::t;, KEITH W. HANSEN RCE: 60223 I SsET I CITY 0 CARLSBAD I sH6~s I ENGINEERING DEPARTMENT £HOS/ON CONTROi. Pl.ANS FOH: PALOMAR FORUM LOT 4 P.I.P. 05-04 ~PROVE~ "' ~. • .. GLENN THOMAS PRUIM t/J.S'ht:,,. RCE 5127 XPIR 09-30-07 CITY ENGINEER,-El'ATE DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITtAL OTHER APPROVAL CiTY APPROVAL CHKD BY:¥ RVWD BY: P.lP. 05-04 4J4-4A CONSULT 2710 Loker Avenue West Suite 100 Corlsbcd, Co!iforn:o 92008 760-931-7700 Fox: 750-931-86B0 Civil E.ngineering Pionn[ng Processing Surveying DESIGNED BY: ___./,,/,,_ H.&, __ DATE: _ _J\JJ;E_20Qli __ _ DRAWN BY: C.F. G.C. SCALE: AS SHOWN PROJECT MGR._· ~K~H __ JOB NO.: 011010-11 ENGINEER OF WORK: µg __ DATE: Af(A, KEITH W. HANSEN RCE: 60223 DATE ~,?:::::--.::_ ~ NQmt ElEC!RONIC DATA fll.£S AR£ FOR REJTRENCE: ONl Y ANO ARE NOT TO 8£ /JSEO FOR HORIZONTAL OR 'ERllCAL SV/?';f:Y CONTF/a. BENCHMARK: DESCRIPTION: STANDARD STREET SURVEY MONUMENT LOCATION: APPROX 1400 FEET SOUTH OF PALOMAR AIRPORT ROAD ON CENTERLINE OF EL CAMINO REAL RECORD FROM: NORTH COUNTY VERTICAL CONTROL DATA R-7800 308+76 ELEVATION: 297.25 M.S.l. DATUM: NOVO 7929 ,., I I i< ,)f ~· ---~---·-·-- /1\ DATE !NiTIAL DATE :NlT!AL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL io\981022\9822FG08.dwg 0ec 13, 2005 7:48om Xrefs: 9822amop; 9822AGRO; 9822AS1R; 9822AUTL: 9735AGRD; 9822FG; 9822FGRD; 9822FUTL 80' 40 SCALE: 1" = 40' I SH6ET I CITY OF CARISBAD I SH6TS I ENGINEERING DEPARTMENT EROSION CONTROL PLANS FOR: PALOMAR FOHlJM LOT.¢ P.lP. 05--()4 APPROVED#Y" A -·,?, U,C~-•,l GLENN THOMAS PRUIM f/3$/"""4, RCE 5127411/EXPIR~ 09-30-07 CITY ENGINEER {)ATE OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY~-P.I.P. 05-04 434-4A ClTY APPROVAL RVWO BY: .. ·o~osoa 0 =e ~Gl o ... .,, w ~ ... I ... > }