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HomeMy WebLinkAboutDWG 422-9A; CT 04-06; PALOMAR POINT; 01-07-GRADllfG NOTES (IN ADDlnON TO 11-111' 1/fFJ!)Ulfl!F:WNTS OF CHAPTER 11.t/8 OF Tl-IC CARLSBAD MUNIC/1' AL CODE) 1. 11-IIS l'IM SIJPDISEOES ALL 011-IE"R PLANS PllrlfOUSl Y APPRO\® BY 7H! CITY Of CARLSBAD R£CARD/NG GRADING SHOfllH ON 1HIS SET Of PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSO/ OIi WAI\,£ ANY POR110N OF 1HE CARLSBAD MUNICIPAL COOE, RESOI.UTION OF COND/710NAL APPROVAL, CITY STANDARDS OR OTHER ADDl170NAL DOCIJl,/EliTS US1ED HEREON AS THfY 1,/AY Pf:RTAIN TO THIS PROJECT. 7Hf ENGINEER JH RESPONSIBLE CHARGE SHALL REV/Sf 11-IESE PLANS riHEN NON-CONl'ORMANCE IS D/SCO\.£RED, J. CITY APPROVAL OF PLANS DOES NOT RElJEI£ THE: DE\.£LOPER OR £HG/NEI11-0F- NORK FROM RESPONSIBILITY FOR 11-IE CORR£C710N OF ERRORS MID OMISSIONS DISCO\.£RED DURING CONSTIIUCnON. ALL PLAN RElfSJONS SHALL 8E PROMPTLY SUBMITTED TO 11-IE CITY ENGINEER FOR APPROVAL 4. A RIGHT-Of-WAY P!Rl,I/T FROM 1HE CITY fNGIIIEER 1111.L BE~ fOlf ANY lll?RK IN 11-IE PUBUC RIGHT Of WAY. PRIOR TO PERMIT ISSUANCE, A CERTlflCA TE Of INSURANCE MUST BE FILED NAMIIIG THf CITY Of CARLSBAD AS AN ADDl710NAL INSURED ON 11-IE PERMITTEE'S POUCY IN THE M/Ml,/UI,/ AMOUNT OF 11,000.000.00 FOR EACH OCCURRENCE: OF UABILITY. 7lff;, /NSURANC£ §m'@yl'.mlfvS~¥sTr£w&&\ is~ J1%lr '.finN~ cu1Uf. A SIZE $, UNLESS EXEl,/PTED SY SEC710N J01.(b)5 OF 11-IE UNIFORM BUILDING CODE; RETAINING WALLS OUTSIDE Of PUBLIC RIGHT Of WAY REQUIRE SEPARATE PERM/15 FROM THE SUILDING D£PAR1"'ENT. I. NO IIORK SHALL BE: CO/ill,/EHC(() UNT11. ALL l'f1ftlrTS HA\,£ BrrN OBTAINED Fffll THE CITY AND 011-IER APPROPR/A TE AGENCIES. 7. APPFK!Vlll. OF 1H(SE />I.ANS BY THE CITY EliGINFER DOCS NOT AU1HOl!lzt ANY IIORK OR GRADING TO BE PERFORMED UNT11. TH£ PROPERTY OWWEll'S PERMISSION HAS 8EEJI OBTAIN£{) ANO A VALIV GRADING PERMIT HAS 8EfN ISSUED. I. NO IIE"1SIONS ltlll Ill 1,/A/JE TO THESE PLANS WITHOIJT THE ~ITTrN APPROVAL OF 1'HE CITY fNG/NITR, NOTED WITHIN TH£ REVISION BLOCK, ON 11-IE APPROPRIATE SHEET OF THE: PLAWS AND THE nTLE SHEET. I. ORIGINAL DRAWINGS SHALL BEC<V: THE PflroPERTY Of 1HE CITY UPON BE/HQ SIGNED BY 7HE CITY ENGINEER. IO. 1HE Ol'IIGIHAL DRAlll'fG SHALL II£ IIFYIU IO lfm.£CT AS--81,W, T CONDITIOHS BY 1'HE EliGINffR-OF-WORK PRIOR TO F'INM. ACCEPTANCE OF THE ltORK SY THE CITY. 11. ACCE$S FOR FlltE Ne Ollfflf ~t i£NIICI.CS SHALL Ill MAINTAINED 10 11-IE PROJECT SITE AT ALL 7JMES DURING CONSTRUCTION, 11. NHrRE 111fNCHE:S AM 1111HIH aTY fASEl,IENTS, A Sott.S flt:P(JRT COMf'fflSl!O Of: (A) SUMMARY SHEET, (8) LABORATORY MB SHEE1S AND (C) COMPAC110II CUR\f$, SHAU BE SV81,/17'rro BY A PROFESSIONAL ENCIHEER OF fHE: STA TE Of CALIFORNIA, PRINCIPALLY DOING SUS/NESS IN TH£ F1El.D OF APPLIED SOILS 1,/ECHANICS. 11-IE SOILS RfPORT •LL 8E SUIJtl/TTED TO THE CITY ENGINITRING INSPECTOR MTHIN TWO WORKING DA l'S OF 7HE COMPLE710N Of f/ELD TESTS. fJ. A SCfLS COMPACTIOH l!EPORT ANO COMPLIANCE lf1?11'JCA 1ION IIEGARDIHC ADH£RfNCE TO RECOINENDA nONs OU11JN£0 IN 1HE SOLS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A SU/LDINC PfRl,//T. ALL CONTROLLED GRADING SHALL BE DONE UNDER 11-IE DIRECnON OF A PROFESSIONAL ENG/NrrR OF 11-lf STA TE Of CAUfORN/A PR/NC/PALLY DOING SUS/NESS IN 7HE F1ELO OF APPUED SOH.S MECHANICS. ALL FILL OR FU1VRE FILL AREAS SHALL BE CONS1RUCTED IN ACCORDANCE 11111-1 THE CITY Of CARLSBAD STANDARD SPECIACA 710NS AND 11-IE • EARII-IWORK SPECIF7CA nONs • ATTACHED TO THE PRELIMINARY SOILS IN\.£S71CA new. DAll. Y FIELD COMPACnON REl'Cf/15 IIILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRfC{W$1f/lJCll(W lf!'D/IG $HAU 8E Hfl O AT H $11F PR/<E 10 lHf BEGINNING GE 1 BE ATTfHQf'.Q RY <t RESPONSIBLE THROUGH THE TING PRIOR TO STARnNG CONS ON. APPROVE DRAWINGS MUST 8E AVAILABLE PRIOR TO SCHEDULING. A COPY OF 1HE GRADING PERMIT -,u BE PROVIDED BY THE PROJECT INSPECTOR AT THE: /,/£ET/NG. I'll. A! I IHSPEGJlQN llfQl/fSI'\ ona »/AH FDR P'fW'IHSfflUCTltJN MCEJING • I Bf MAQE BY c•u 1//G 7Hf fNGIHEfRING u HOUR INSPFG11QN RfQl/fST I /NF AT (76~ JB~ ~ECpj»I ~FSTS 1111ST £ RECFl'<fQ PRIOR TO 2; QO P 1rt ON'.AY BJCTH IH fuiON 1s Nd= INSPEcnONs IIILL BE MADE THf NEXT WORK DAY UNLESS YOU REQUEST OTHERIIISE. REQUES1S /,/ADE AFTER 2: 00 P.M. IIILL BE SCHEDULED F'OR TWO FULL IIORK DA l'S LATER. 1'. THE O'IINE.'R AND/OR APPLICANT Tl/ROUGH THE: DE\£1.0PER AND/OIi CONTRACTOR SHALL DESIGH, CONS1RUCT AND l,/AINTAIN ALL SAITTY DEVICES, INCLUDING SIIORING, AND SHAU 8E SOCEL Y RESPONSIBI.£ FOR CONFORMING 7l:) ALL LOCAL, STATE ANO FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULA710NS. f 7. 11-IE CONTRACTOR SHALL CCHTJRl,I TO LABOR COO£ SCC710N 1!705 BY SU8/,/ITIING A DETAIL PLAN TO THE CITY fNGINEER AND/OR CONCERN£{) AG£NCY SHOMNG THE DESIGN OF SHORING, BRACING SLOPING OR OTIIER PROVISIONS TO BE MADE OF WORKER PROTECnON FROM TH£ HAZARD OF CA I/ING GROUHD DUR/NC TH£ fXCAVA 710N OF SUCH 7RENCII Of! TRENCHES OR DURING TH£ PIPE INSTALLATION 11-IEREIN. THIS PLAN /,/UST BE PREPARED F'OR ALL TRENCHES FIVE FEET (51 OR MORE IN DEPTH AND APPROl,ED BY 11-IE C/JY ENGINEER AND/OR CONC£RNED AGENCY PRIOR TO EXCAVATION. If THE PLAN VAR)£$ FROM THE SHOlltNr/ SYSTEJ./ aiffJ!t?l fEL?&ffl'£8¢oi5E5&Ef,WfCMii°XLL SAlfD'PRf'Ji@-si1!£J ENGINITR AT llif CONTRACTORS EXPfNSE, A COPY Of 1HE OSHA EXCAVAnON PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVA 710N. 18. NO SI.AST/NG SHALL BE Pf1IFORMED UN1'/t. A VALID 8LAS11NC PfRl,//T HAS BE£N OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPUCA TION FOR 8LAS71NG PERIIIT l\£LL IN ADVANCE Of 11-IE SCHEDUUNG OF 81.AsnNG OPERA nONs. ft. f ~NY AIICHM]J.QGYCN-BfSW/tQl'$ A/!£ ®CQ\WD lltffi Mr M' lfA DU ING CONSTRUCTION, OPERATION$ MIi CfASf /WEDIAztif AND PERMITTEE IIILL NOnfY 11-IE CITY ENGINEER. OPERA nONS WILL NOT RESTART UNT11. 11-lf PfRMITTE:E HAS RECE/14::D WlflnrN AUII-IORITY FROM Tflf CITY ENGINEER TD DO SO. 20. ALL Cf'£/!A TIONS CCWDUCTEll ON THE 511£ rR ADJACENT IHEll£TO, INCLUO/HG WARMING LIP, Rfl'AJR, ARl'l'IVAL, DEPARTURE QR OPfRA nON Of TRUCKS. EARTHl,/OVING EQUIPMENT. CONSTRUC710N EQUIPIIIENT AND ANY OTIIER ASSOCIATED GRADING EOUIPMENT SHALL 8E LIMITED TO 1HE PERIOD BETWEEN 7: 00 AM. AND SUNSET EACH DAY, MONDAY THRU FRIDAY ANO NO EARTHMOlfNC OR GRADING OPERATIONS SHAU 8E CONDUCTED ON IIEKENDS OR HOUDA YS. (A UST OF arr HOLIOAl'S IS AVAILABLE AT 7Hf ENC/NffRING DEPARTMENT COUN1f.R.) . 21. ~ .SZ~HtlU. ~llS ~ '5rf™T1ED ~y~ CIW~s IP K l1Y ~GiNEt( FOR APROVAJ tdKINCAJR@C NING OF 12. IMPORT WA l'ElllAL SIIALL IE OBTA/NfD FRO/,/, AND WASTE MA mt/AL SHALL BE DEPOSITED AT. A SITE APPROl,ED BY 11-IE CITY CNG/NWI. THE ClWTRAC!llR fltfks8EORR£Jtfflf:f s'lllt?:1fflrC:t°tlfft C§fj,Yffffl,HGOPV-lflON~ Ht,UL 2J. BRUSH SHALL BE R£MO\,£D OHL Y IIITHIN THE AREA TO BE GRADED. NO 1RffS ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON 11-IE PLAN. 1'1. ALL AREAS SHAU /If GRADED TO DRAIN. GRACIIN(; RESUl.11NG IN 1HC POND/HG OF ll'A TER IS NOT PERl,/JTTED. ALL EARTHEN SWALES AND DITCHE:S SHALL HA VE A IIIIMMUI,/ ONE Pf:RCENT SLOPE. . 2$, 1HESE PLANS A/IE SUBJECT 1'0 A 5/IGNlD Mtl) ~ SU (IF EJ!OSION CONTIIOL PLANS. EROSION COHTIIOL SHALL l1E AS SHOIIH ANO AS APPROW BY 1HE aTY ENGINEER OR AS DIRECTED BY 7Hf PRO.ECT INSPECTOR. 8. ALL SLOPES SHALL 8E 1ll1IMrlfD TO A FIN1SH GRADE TO PRODUCf A I.WORM SURF' ACE AND CROSS 5£C710N. TH£ SITE SHALL SC IDT IN A NfA T AND ORDER!. Y CONOJnON. ALL STONCS, R001S OR OTHER DEBR/S SHALL BE RD,/O\.£D AND DISPOSED OF AT A SITE APPROVED Of BY THE CITY ENGINEER. 27. ALL SLOPES SHALL l1E MGA TED, STABIUztD, F'LANTCD AND/OR HYOlfOSffDED WITHIN TfN (10) DA l'S OF 1HE 1)1,1£ ltHEli EACH SI.SH: IS BROUGI-IT TO GRADE AS SHOl'I/ ON 71/E APPROVED GRADING PLANS. 24 LANDSCAPING SHALL EiC ACCOMPLISHED ON ALL SI.OPES AND PADS AS IIEQUIRED BY 11-IE arr Of CARLSBAD LANDSCAPE MANUAL, 11-lf LANDSCAPING PLANS FOR 11-IIS PROJECT. DRA'MNC NO. 422-9!, , AND/OR AS DIRECTED BY TH£ CITY ENGINEER OR PLANNING DIRECTOR. 29. !I-IE OWNER/APPLICANT SHAU INSUIIE !HAT AU CONTl'!AC'TORS SHALL COORDINATE THE WORK Of THESE GRAD/NC PLANS 111TH THAT SHOIIH ON 807H 1HE LANDSCAPE AND /RR/GA 1/0N PLANS AND TH£ 11,/PROVf:l,/ENT PLANS AS REQUIRED FOR THIS lfORK IN ACCORDANCE: WIii-i 11-IE LANDSCAPE MANUAL 71ME REQUIREMENTS. GRADING NOTES (CONTINIJE:D) JO. STORA/ DRAIN' l'IPC SHALL Bf REINroRC£D CONCRETE: PIPE Jll!H A IIINIIIIUM D-LOAD OF 1,J50 OR ASBfSTOS CEMENT PIPE WITH A 1,//N/MUI,/ D-LOAD OF 2,000. FOR PRIVATE STORM DRAIN PIPES, UP TO 1,• PVC MAY 8E UnLIZEQ PROVIDED DEPII-I IS LESS 11-IAN 15 FEET AND BACKFILLED 111TH J/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEE1S ASTM STANDARD J0J4 FOR SOR J5 SOLID WALL PIPE. JI. HR£ AN tXISTINt; PIP£ LIN£ IS TO 8f ABANDONED AS A lfCSVI. T OF 11-IE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR SIREET AREAS AND REPLACED 11111-1 PROPERLY COMPACTED SOILS. IN 011/EII AREAS 11-IE PIPE IIILL BE PLUGGED WIii-i CONCRETE OR REMOW AS APPROVED BY THE CITY EliG/Nffii. 32. THE CONTRACTOR SHALL l£RIFY THI! LOCATION OF ALL £X/S11N(; F'ACILJIIES ( ABOVE GROUND AND UNDER GROUND) 1117HIN 11-lf PRO.ECT SITE SLJmC/EliTL Y AHEAD OF GRADING TO PERMIT 11-IE REVISION Of TH£ GRADING PLANS If IT IS FOUND THAT THE AC1UAL LOCA nONs ARE IN CONFLICT 111TH 11/E PROPOSED MlRK. JJ. THE CONTRACTOR SHALL N011fY AF'fECTED UTIUTY COWANll!S (Sff BE'LOW) AT LEAST 2 FULL MJRK/NG DA l'S PRIOR TO STAR71NG GRADING NEAR 11-lf/R FAC/LlnES AND SHALL COOROINA TE THE: WORK 111111 A COIIPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT 1-800-422-41:JJ SDC&E (760)~7647 PACIFJC BELL I 800-892-0123 ADELPHIA CABLE COIIIIIUNICA TIONS (760)438-7741 COX COMMUN/CA noNS (760)806-9809 CITY OF CARLSBAD (STRE:£1S It STORI,/ DRAIN) (760)434-2980 •CITY Of CARLSBAD (SEll£R, WATER & (760)438-2722 RECLAIMED WA 1!1\') • SAN DIEGUITO WATER DISTRICT • LEUCADIA COUNTY WATER DISTRICT • VALLECITOS WATER DISTRICT • OUVENHAIN WATER DISTRICT • BUENA SAN/TA nON DISTRICT • AS APPROPR/A 1E (760)6JJ-2650 (760)75J-0I55 (76~7#-0460 (760 753-6466 (76 )726-1340 ""-Pf1IIIIT CCl,/f!ILJANCl REQU/REl,l!N'f'S: A. FOR CONTIIQI f ro GR~G-1Ht APl'I.ICANT HIRfS A CML ENQNEE:R, SOILS ENGINEER, AND7:iR GEOCOGIST TO GIVE TECHNICAL ADVICE, 08SER\.£ AND CONTROC 11-IE IIORK /ti PROGRESS {11.06.170(S)/ CARLSBAD MUNICIPAL CODE. B. />IIIQR IP RNAf ApPRQVA/ CT A GRAD/HO f"l1N/T-THE FOLLOIIING REPOR1S MUST BE SUBMITTED TO THE Cl TY fflGIN!E:R VIA 11-IE PROJECT INSPECTOR {11.06.190(8)/ CARLSBAD WNICIPAL COOE: (I) FINAL REPORT BY SUPERVISING GRADING tNG/NffR STATING ALL GRAD/NC IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANnNG AND /RRIGA 170N ARE INSTALLED IN CONF'ORMANCE 111TH CITY CODE AND 11-IE APPROW PLANS (OBTAIN SAl,/PLE Of COMPUANCC LETTER FRO/,/ arr EliGINfERINC Dtf>ARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE saL.S ENG/NffR, WHICH flfCLUDfS RECOl,/ME:NDED SOIL BEARING CAPAClnES, A STA TEIIENT AS TD 1HE EXPANSI\.£ QUALJTY Of TH£ SOIL, AND SUMMARIES OF FJELD AND LABORATORY TESTS. THf REPORT SHALL ALSO INCi.UDE A STATEMENT BY THE SOILS ENGINEER 11-IAT THE GRADING WAS DONE IN ACCORDANCE: Wl7H 11-IE REQIJIREMEWTS AND RECOMMENDA nONs OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMEN1S 11-IERETO. ( 4) REPORT 111TH AS-BUILT GEOLOGIC PLAN, If REQUIREO BY THE CITY. 35. UMiSS A CIIACIING POMT FOR THIS PrfOJECT IS lssvtD rl//1HIN SIX (6) MOl/11-IS AFTER 1HE CITY fNGINEER'S APPROVAL, THl!SE PLANS MAY Bf REQUllffD TO 8E RESU81.t1T1ED F'OR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. Jfl. TH£ SOILS REPORT TITLED WI/KAI UANAGOfEliT CORPORA nON SANTA INfl I CALIFORNIA. PfR/>ARED 8~ KE/11-1 p. 1UCKER I NORCAL fNGINEERING .DA TED: SEPTQ,leER 2J. 2004 , SHALL 8E CONSJDEllfD AS A PART OF 11-1/S GRADING F'LAN. ALL GRAD/NC SHALL 8£ DONE IN ACCORDANCE 11,111/ THE RECOI.IMENDA nONs AND SPEC/FICA nONS CONTAINED IN SAIV SOILS REPORT. J7. GRADING ACTl"171ES A/IE PROHISITED fROM Fl!BRUARr f 71'.J SEPJBll'lf.'R 15 DU! TO 7Hf PRESENCE OF GAGN. •»BCLARATION OF RESPONSIBLE CHARGE" I HEIIEBY DECLARE 11-IA T I AM THE ENGINEER Of IIORK FOR THIS PROJECT, 7HA T I HA\.£ EXERCISED RCSPONS/8LE CHARGE O\.£R 11/E DESIGN Of 11-IE PROJECT AS DEFIN£0 IN 5£C710N 6703 OF' 11-IE BUSINESS AND PROFESSIONS CODE, AND 11-IA T 1HE DESIGN IS CONS/STANT 11111-1 CURRfNT STANDARDS. I UNDERSTAND !HAT THE CHECK OF PROJECT DRAIIINGS AND SPECIFICA 110NS BY THE CITY OF CARLSBAD IS CONFINED TO A REVIEW OHL Y ANO DOES NOT RELIEVE 1,/E, AS ENGINEER Of IIORK, Of 1,/Y RESPONSIBILJnES FOR PROJECT DESIGN. FIRM: K t S ENGINfERIN(; MJDRE:SS: 7801 MISSION CENl!l\' COURT. SUITE 100 CITY, STA TE: N DlfGO CA 9 TELEPHONE:,V--1-".=~ . / 8Y.t:"~b~~~i1~r----DA7!:~<,_/-,.,_,?,/4<-l<...:s"----~ S. Sll£1SS P.E. NO.: EXPIRATION DATE: 08-JQ:-OS SOILS ENGINEER'S CERTIF'ICATI I, KEITH 0. TUCKER , A RE:GISTF:RED GEOTECHNICAL E:NG/NEE:R OF THE STA TE OF CALIFORNIA, PRINCIPALLY DOING BUS/NE:SS IN THE: FIELD OF APPLIED SOILS MECHANICS, H£RE8Y CER11FY THAT A SAMPLING AND STUDY OF THE SOIL COND/110NS PRE:VALENT WITHIN THIS SITE WAS MADE BY ME: OR UNDE:R MY DIRE:CTION BETWE:EN THE DA TES OF BARTBll'ORIC SOUBCI Q'l TOP9GB6PBY QUANTmES CITY or OCEANSIDE TOPOGRAPHY SHOWN ON 11/ESE PLANS INS G!NtJtA m, BY TOPOGRAPHICAL 1,/£11/0DS BY SPEARS Al!RIAL SURVEYS DA TED 12/1'4,/00 CUT: Z,5,00D CY F7LL: ~OOD CY M'ORT: 0 CY EXPORT: CY RfMfD/AI · 125J CY EA:RTmrQRK NOTES; EAR7HWORK QUAN11TIES SHOWN AR£ FOR ES11MA TING PURPOSES ON/.. Y. AC1UAL QUAN71TlfS MAY VARY DUf TO SHRINKAGE, LOSSES DUE TO CLEARING OPERA 710NS. . , , • ,. ·--..·'"7 .,, 0 . ?~ \·. , '#'] \ CITY or VISTA ~ ROAD.' - 1~ CITY or JJr.AL DESCRIPTION A POR110N Of LOT F OF THE lfANCHO AGUA 1'/fDIONDA, IN THE CITY Of CARLSBAD, COUNTY OF SAN DIEGO, STA 'TE Of CALIFORNIA, ACCORDING TO MAP 1'HERfOf No. 2BJ , fllED IN !HE omcE OF 11/E COUNTY RECORDER OF SAN DIEGO COUNTY, NOVfMBER 16, 1886. BENCH MARX PT.No. 62 NAM£: CLSS-062 COMPAC710N, SETTl.EMfNT, ITC. CONTRACTOR SHOULD \.£RlfY QUANnnrs PRIOR TO 8JDDING. , . \ · SAN MARCOS STAMPING L.S. 3189 REFERENCE DRAWINGS /,/AP No. 11811, MAP No. 11289, DIIG. No. 2J9-I, DWG. No. 264-6, DIIG No. J67-1, DWG No. J81-4A. OWNER LAN/KA/ PARTNE:RS JI LLP CA. LIMIT£D PARTNERSHIP P.O BOX 455 SANTA YNEZ CA. 93480 (805) 693-131.f. CONTACT: LAWR£NC£ JE:T1 NOTES ,, , . SITE" IA..,;'\ ~~1 PACIFIC : • ~\ j. ~k-~~~""Xvi~ OCEAN ,.,i.., t 5 r I \\\ CITY or ENCINITAS VICINITY NOT TO SCALE ,.,.._ I c, ., ~. < • HEET 2 MAP ALL £LE:VA110NS SHOWN AR£ FINISHE'.D SURFACE UNLE:SS OTHE:RVt1S£ SHOWN. 1 J . ....., UILDIN ·e· -- 1. 2. mr OWNER AND/OR CONTRACTOR SHALL VERIFY W/11-1 CIVIL ENGINEER THE: BUILDING STRUCTURAL SE:C110N(S) PRIOR TO REQUESTING STAKES FOR ROUGH GRADE PADS. CONTRACTOR TO VERIFY LOCATION AND ELE:VA110N OF ALL E:XISTING UTILITY CONNE:CTIONS PRIOR TO STARTING ANY CONSTRUC110N. ALL CATCH BASINS SHALL HA\IE: FOSSIL FILT£RS INSTALLED • DESCRIPTION: FO. IIEI.L IIONUMDIT CENIY OF BULB CUL-DE;-SAC AT SOUTHEASTERLY END OF DARIIING COURT. LOCATION: MONUl.tfNT 1$ IN CfNTER OF 8Ul.8 CUL-DE SAC AT SOU1H£AST(RLY END Of DARMNG COUR,: SOUTH OF ASTON AV£ £L£VA 710N: 302. 90 OA TUM: NG',1)29 PROJECT LOCATION THIS PRO.ECT IS LOCATED ~1'1/H ASSE'SSCRS PAIICfl. HW8£R(S) 212-120-JJ-00 !Hf: CALIFORNIA COORDINA 71!" IND£X Of 11/IS PRO.ECT IS: N JSo,ooo E __ ,., BiuZe<z.,.,oo,.o"------ BUILDING 11 71 - / HEET SCALE: 1"=150' HEET INDEX or sm:ETs D~. NO. DESCRIPnON 1 ............................ , nn.E SHEET 2............................. PALOMAR POINT WAY 3............................. PAL/Jl,/AR POINT WAY 4 ............................. GRADING, DRAINAGE: AND EROSION CONTROL PLAN J. .f.. .5. 11-1£ BOUNDARY SHOWN ON 1HES£ PLANS IS NOT NE:CESSARfL Y THE: RE:SUL T OF A BOUNDARY SURVEY BY K & S fNGINE:ERING. THE BOUNDARY LINES SHOWN HEREON MAY HA\,£ BfE:N E:STABUSHED FROM RECORD DA TA ONLY. 5 ............................. GRADING, DRAINAGE: AND E:R05ION CONTROL PLAN 15 ... ••• •• • ....... ............. fROSJON CONTRa. Pl.AN NO'TES AND DETAILS 6. 7. 9. ALL SURFACE DRAINAGE SHALL BE: DIRE:CTE:D A MINIMUM OF 2 PERCENT AWAY FROM n-1£ BUILDING(S). DRAINAGE WITHIN LANDSCAPE: ARE:AS SHALL 8£ PURSUANT TO TH£ LANDSCAPE ARCHITf:CTURAL PLAN. IF LANDSCAPE: PLANS ARE: NOT REQUIRE:D, TH£ CONTRACTOR SHALL TAKE ALL 1./E:ASURES NECE:SSARY TO INSURE THAT NO PONDING OF WAJER OCCURS IN THE: PLANTER AREAS. THE FIN/SHE:D GRADE WITHIN LANDSCAPE ARE:AS ADJACl£NT TO THE BUILDING SHALL BE 6" BELOW THE FINISHE:D Fl.OOR. WA T£RPROOFING AND/OR A STEMWALL IS REQUIRED WHE:N THE: FINISHED GRADE IS LESS THAN 6" BELOW THE FINIS/I/ED FLOOR AND DEE:PENE:D FOOTINGS ARE RE:QUIRED WHE:N THE: FINISHE:D GRADE IS 1./0RE: THAN 6" BE:LOW THE: FINISHED Fl.DOR •. THE: SUB DRAIN FOR TH£ RE:TAINING AND/OR KEYSTONE WALLS. AS SPECIFIED BY OTHERS, SHALL BE CONNECTED Wl7H POSITIVE: FlOW TO A DRAINAGE: SYSTEM OR CURB OUTLE:T. ALL STORM DRAIN PIPES SHALL HAVE: WATERTIGHT JOINTS INSTALL£D. 7 ............................. fROSION CON7ROI. Pl.AN DIGALERT d-:;.~,:llr, l~ti:1.•;.11,·•~••·· ',,,,,~u·' , ' ' '' "'·'1•".""'"''11>1'1...,,¼'" ·,-'·-·---~tJF,:l,,!:;, '· · ~r '!ITT>l"~li,,..l,,fi41fifli4, ti,. Ji,,· ~• ' . , I -... ~~ ' 11,j. I, WORK TO BE DONE '1'" TH£ GRADING WORK SHALL CONSIST Of , TH£ COHS'l'lwcTION CF ALL CUTS MID FIi.LS, REMfDIAL GRADING, DRAINAGE F'ACIUT1£S, EROSION Cc!NTROL fAaU11ES. AND PLANTING Of PERMANENT LANC!SCAPING AND PREPARA 710N OF' AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, AU AS SHOWN OR REQUIRED ON 11-1/S SE:T Of PLANS AND THE CITY STANDARDS, SPECIF/CA nONs, REQUIREMENTS, R£SO/..UTIONS AND ORDINANCE:S Cl T£[) ON THESE: PLANS. 1'HE GRADING ll'ORK SHALL El( PERF'ORl./£0 IN ACCORDANC£ IW1H T1-I£ FOLLOMAA;: DOCIJl,lfNTS, CURRENT AT THE TIM£ Of CONSTl'!UC1ION, AS DIR(CTE:D JIY THE: CITY fNGINEER. 1. CARLSBAD MUNICIPAL COOE 2. CITY OF' CARLSB~D S NDARDS J. THIS SET Of PLA 4. R£SOLU710NS N . §709,5710,5711.5712.571J,571<f,571S,5711J,S717 DA 1ED 09/!)1/04 5. Tf/f STANDARD SPECIF/CA nONS FOR PUBLIC WORKS CONSTRUCnON (GREEN BOOK). IJ. SOILS REPORT. RECOMMENDATIONS AND UPDATE LET'ltR BY. K£11H 0. TUCK£R/ NORCAL fNi;/NEERING DATED SfP-2J-2004 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODll'IEI) BY Tf/E arr Of CARLSBAD STANDARDS. 4 CAUF"ORNIA/, COASTAL COMMISSION DEVELOPMENT PFRMIT CONDITIONS DAT£[)~N~,-~Ac_ _______ _ ,. ENVIRONMENTAL APPROVAL DOCUl,/FNTS DATED ..,0"'-7'-'/08=a/t)f,_,__ ___ _ 10. S~ DA7FD 12/04 11. Sllf>PP DA 7FD 12/0.f. LEGEND: (SEE SHITT It FOR EROSION CONTROL LtG£No A'1D QVANT/11£S) DESCRIPTION DWG, No, SYMBOL QUANTITY PROPERTY LINE DA'rl.lGHT LJNf EXISTING CON11'UII CXISTING ElEVATICW EX/S71NG WALL PROPOSED COHTOUR (INISH SUlll'ACE E'l£VA TltW II.OW UNE fLEVA 710N 0/RE:CJIOH ~ II.OW (1:C MIN.) TOP GRA TE,ANVERT E'l£VA 110N PVT. CA TC/I BASIN (BROOKS OR CQUAL) (24"X24") W/ /NI.Et FILTERS PVT. CA TC/I BASIN (/IRooKS OR fQUAL) (I2"X12") W / INLET FJL TfRS PVT. CATCH BASIN TYPE I II' /INLET FIL TfRS ~D~:r, (STANDARD) SDRSD D-§ -------11---,- _.---.210 __ _(2110CJ)_ ---------·-·-·----------------·---- / ID! 211 211.00 211.00 re 211.00TG 211.00IE lli!i) @1] IQ) a - 4 CA. 1 EA. !J CA. f EA. ~&~;;·1 . .- "VT-STORM DRAIN aIANOOT n,,r A W/INLET FIL TfRS ,.VT. STORM DRAIN l'1Pf (S12£ NO!lD) P\IC SCH-40 I" CURB & GUT'/!11, Tl1'£ G(/IVT) Stllt5tl 11-2 ------r-21 LF., r-H L.F. 10•Ng5 Lr.,12•-245 LF. 15"~93 L.F'.,18"~227 L.F. 1• CURB SIJRSD G-1 J' WIDE CONCflf1E GU71£R !DRSD G-12, !J DffPEJlfI) FOOTING (Ml ARCHITECT /tLANS) 8UILOING SlcAIWAU. (PER ARCHITECT /ti.ANS) /tA',fJ,IFNT AR!'A (COIIC.-AS/'11.) .MOW Dl'ICH /J" P\IC SfllE1I lll)JN (PVT) /J" 5El1£l! ct£.4N OUT (PVT) I" SE1l£11 LA 1ll1AL (PVT) fETAINING WAU. (PER SEPARA'/£ PERIIIT) MASONRY RETAINING WALL (PER SEPARA IF PERMIT) CftO $8 Q/111) $7 E'.XISIING SroRII DRAIN Cl.tANOU1 m£ A S0RSD t1~1 EX/SIING INl£T LOT NUll8ER Hl,IP LIN( !NVIRONltttNTALL Y SlHSl11\£ Al!fA NON-IJISTRUIJED AREA --- 1,,,.1 +--s ~ LJ q 2f95 Lf. 3910 Lf 1256 L.r. NU:M SF 1'11HLf JOO L.r. '!A J £A. THE fOLLO'MNG ITEMS ARE PEB IMPBOY™ENTS PLAN$ /J" P\IC SfM£R MAIN 18" P\IC WA !FR MAIN /J" P\IC WA TfR MAIN /J" F1R£ SER\1CC 11'/CHECI( ASSY., /flfV 4 FOC Z-11'111E71 LAIE1IAL (/XII) 1• WAID! LAIDIAL (Ila.) FIM HYDIIANT ASSY. CXIST. ;' WA ml WAIN EXIST. ;' S£ll£II MAIN (P't/ll) z• MANUIL AIR IIFJIASE (11.A.R.) z• Bl.OW OFT (B.O.) -----------·V,,J--------·--- 'N ----------- w 2" AIR VACUI/I,/ ASSEIIBL Y (A. V.A.) , .. __ .,_ " ---1■■--·-···--· • 'w'DID 1937C330784 J c v, n ::: Q .,. ,, ~ u, I[) 0 0 <U ",, '° ',, ~ Ol " cl ~ 0 ( cl C u, ,, :n " CJ ~ / ::J; <, o1 / "' co C I (l. 0 / X I +' u o, -, 0 '-c_ / X I u " u ,, / X I 6 +' d " X SEPTEMBER , 20 04 AND SEPKMBER , 20.04_ • TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY. WITH MY <; _t~;,/ RECOMMENDA 710NS, HAS BEEN SUBMITTED TO THE OFFICE OF THE: CITY THE: HARDSCAPE SHOWN HtR£0N WAS OBTAINED FROM THE ARCHIT£CTURAL PLAN. CONTRACTOR SHALL CONSTRUCT ALL HARDSCAPE: PER THE: ARCHIT£CTURAL SITE PLAN. CALL BEFORE YOU DIG 1-800-227-2800 · 48 HOURS NOTICE REQUIRED 06·30-08 DATE ENGINEE:R. // t, . '; ~, , j , O. FIRM NAME: NORCAL EliGINftRING SIGNE:D: .~·_:__..,, D.\CKER ADD~: 10641 HIJl,/BOLD ST. LOS ALAMITOS P.E. NO.: ----"-'-'41c_ _ __,l,':t~ CA. 9072D PHONE: No.: (562) 799-9-469 DA TE: _l:....---01..:..i _o_s-____ --""'~~:.::: ;;;;_. -~ LICENSE £XPIRATION OA Tf:: I2/Jf/ot, OWNER'S CERTIFICATE I (~) HE:REBY CE:R11F'Y Tl-IA T A REGISTERED $OILS cNGINEE:R OR GE:Ol.OGJST HAS BEEN OR IWLL 8£ RETA/NE:D TO SUPERVISE OVE:R-ALL GRADING AC11VITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. LLP, CA. LIMITED PARTNERSHIP LARRY JETT. THE CONTRACTOR SHALL No11FY THE ENGINEER OF WORK PRIOR TO POURING ANY CONCR£T£ F'OR CURBS OR HARDSCAPE: IF ANY OF THE: A.D.A. STANDARDS HAVE NOT BEEN ME:T. K&S ENGINEERING rinc Surveying i---1---+-----------1---+--+-----i,----1 j SH1ET II CITY OF CARLSBAD 11 sH7rs I ::=::::::::::=..=========~~ GRADING, DRAINAGE & EROSION CONTROL PLANS FOil: PALOMAR POINT AS-BUILT. -ADDED S.D CONNECTION DETAIL"A SHT. 4 5. LOTS 1·-7, CARLSBAD TRACT NO. CT 04-08 GPA !M-08/ZC !M-03/1.CPA 04-07 /CT 04-08 PUD 03-02/ PIP 03-02/CDP 03-06/llDP 03-0Z. -ADDED CONC. DITCH AT BOTTOM OF WALL. APPROVED: GLENN T. PRUIM 9,- -ADDED GRADED swALE SECTION. A t"z<~ ~;, tr' l---l---1-_-'RE~PL=A::..C..cED:..:..::Dc::-7::.5...:C:.;ITc.,C;.::H::.W..::,t=GR'-A.:.;:J.;.:EDc._SW_A_L_E_. -,----f----4f--+--+---I PE: 5127 4 EXPJ<s:9 t'30l!it" CITY ENGINEER 1---+----+---'----'--'----'-'--'---'----"---'--""'-----+----ll----+----1----1 02·14-06 KBiS -DELETE RETAINING WALL DITCH SHT. 3,4 5, OWN BY: --,-PROJECT NO. DATE INITIAL 0A1t INITIAL DATE INITIAL cRHv~9D eBv1, CT O ... _0• ENGINEER or WORK REVISION DESCRIPTION OTHER ~PPROVAL CITY APPROVAL w .,. o DRAWING NO. 422-9A i I. 2. 3. 4. 5. •• 7. e. 9. 10. 11. 12. 13. NOJES I / I I ! I I I I I I I I I I • i II! I :1/ I ! .. l,r I I I I. : I I I V I I I I I I l I ; I I I t ; j I 1/ . I I I I I ' . I I I 5 • ,I ., • !, • ,, I r, I! I I 11 I I AU. ELEVAOONS SHOIII 11/E. f1lftlED Ulif'M:I U'llESS O'IHEAll!f: NO'IED. 'IHE OWNER MIIJ /0'. COHfflACTOR !HALL 'iEftlfY WllH CIW. ENGINEER 'IHE IIUllDINC Sll!IJCl\JRAL SECTION(S) PRIOR TO REQUESTING $TAKES FOR ROUGH GRADE PADS. Ca>llRACTOR TO \f:RIFY LOCA1ION ANll El.EVA'MON OF AU. ElGSTING UTlUTY CONNECTIONS PRIOR TO STARTING ANY CONSll!IJCTION. AU. CATCH BASINS SHALL HA\£ FOS!L F1L1'£RS INST.-LLEO: 1'H£ eouNOARY SHOWN ON THE!t Pl.ANS IS NOT NECESSAllli.. Y 'H N!!iUl T r:I A l!JOONOARY 51.!R'<t:Y BY K I: S ENGINEERING. lliE BOUNDARY LINES SHOYtW HEREON t.tAY HA 'v£ BEEN ESTABLISHED FROt.t RECORD DA TA OHL Y. ALL SUl!fACE ~MNAOE SHALL !IE IJIM:Cltl) A IIIIIIMUM OF 2 PERCENT AWAY FROt.t THE IIU1LDING(S). DRAINAGE 'MTH1N LAHDSCAPE AREAS SHALL BE PURSl.!ANT TO THE LANDSCAPE ARCHITECl\JRAL PLNt IF LANDSCAPE PLANS ARE NOT REQUIRED, THE CONlRACTOR SHALL TAKE ALL MEASURES NECESSARY TO INSURE THAT NO PONDING OF WATER OCCURS IN lliE PLANTER AREAS. THE FINISHED GRADE WITHtl LANDSCAPE AREAS ADJACENT TO Tf£ BUILDING SHALL BE 6" BELOW THE RNISHED FLOOR. WATERPROOflNG JWJ/OR A STEt.tWALL IS REQUIRED WHEN TIIE RNISHEO GRADE IS LESS TIIAN 6" BELOW TIIE RNISHED FLOOR AND DEEPENED FOOTINGS ARE REQUIRED vtlEN THE nNISHED GRADE IS MORE THAN 6" BELOW THE RNISHED FLOOR. 1'HE SUI! Dl'IAIN Fa! 1'HE PIETAINING AND~ Kt:YSTONE WALLS, AS !11'£CIFIED BY OTHERS, SHALL BE CONNECTED WITH POSIT1'v£ FLOW TO A DRAINAGE SYSTEM OR CURB OUTLET. ALL STOMI DRAIN P1PES SHALL HA',£ •mt11GHT JOINTS INSTALLED. 1'HE HARDSCAPE SHOWN HEREON WAS OBTAINEI) FROM lliE ARCHITECTURAL PLAN. CONTRACTOR SHALL CONSTRUCT ALL HARDSCAPE PER THE ARCHITECTIJRAL SITE PLAN. THE CONTRACTOR SHALL NOTIFY 1HE ENGINEER OF WORK PRIOR TO POURING ANY CONCRETE FOR CURBS OR HARDSCAPE IF ANY OF THE A.D.A. STANDARDS HA\£ NOT BEEN t.tET. SEE SHEETS 8 I: 7 FOR EROSION CONTROL PLAN AND DETAILS. FOR IMPRO'v£MENTS TO PALOt.tAlt POINT WAY, SEE DWG-+22-9 Ot<:ITAl COPIES FOR HORIZONTAL Ca>ITROL OF CIJRII LA'IOUT Will l!E AVAILABLE TO THE SUR'v£YOR OF TIIE JOB FOR CONSTRUCTION STAKING. I I I I I I I I I I I I I I I I ! I I I I I ' I I I I I I I • I I I I I I ' I ' • I I • ! I I ,10---Q I l '-~ I • __J r I I I I I I I STll!!ETU~T---.11-'-- (TYP.) NOlflH SOU'II! R/W ---ii-it-------'------'"7---1--~.: LIN£ 5.5' CXJ,ICRETE SIDEWALK O'v£R APPRO\IED BASE PER SDRSD G-7 16' PVC POTABLE 1 WATER A.C. PAVEt.tENT O\ffl APPRO'v£D AGGREGA 1t BASE 12' 12' 8" TI!'E ·c- CURII & GUTTER (TYP.) La'PVC RECLAIMED L WATER e"PIIC SEWER MICAL SEGDQN -PALOMAR POINT WAY NOT TO SCALE K&S ENGINEERING Surveying (819}298-7801 sion ee£'gioo San Diego. CA 08 SEE SHEn No. 5 \ ,_ ~- j..3• Slll£WALI( U PIPES PER SDRS D-27 -----SI.OPE :zx-W. ·-7--, AWAY FROII Bl.llG. TYP. 1.0X . ' . ~#' I -7--,;,---__ ---.c:,,,, __ ' \' ~ ,', '\\, ~'-. ' -. • •. -,..i..-c--';· • \. \'-. \ • -r-,...c-.,--,_ ··-· .. --" .-. -~ -~-~-.. --~-"'-... -~ _----<.(,' 90 SCALE: 1 "• :50' 1,iDID 1937C330784 DATE REVIE'w'ED BY, t oJ«;/ot, NSPECT□R DATE 1---1---+-----------,---t--t----i--tl!JI CITY OF CARLSBAD III] -FILL SLOPE BY OTHERS. 02·14-0 Kl!iS AS-BUILT DATE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPRCJ\/Al CITY APPROVAL GRADING, DRAINAGE & EROSION CONTROL PLANS POR: , PALOMAR POINT WAY LOTS 1-7, CARLSBAD lRACT MO. CT 04-08 GPA 0'4-08/ZC 0-4-03/).cPA 04-07 /CT 0'4-08 PUD 0&--02/ PIP 0&--02/CDP ~08/IIDP 0&--02. APPROVED: GLENN T. PRLIIM l,-- .,_4':.liM<'~•<~<c.~;£:;;_,..t2i::z_~1,.1::2•~IE:.~l'lj\\•~c:.,ci,' ""'-==-1/ 71/-,C PE:5127+ EXPIR~ 30 OrGITY ENGINEER DATE DRAWING NO. 422-9.l °' • 0 / " ro 0 I (U D .. X I -P u • -, 0 L IL / X I 0 M u <[ / X X ) N 9. ..... 0 0 C\I + . co 0 .... Z<] E--E-< rail U) rzJ rzJ ::t:z IZl ~ r&l :I: r&lu IZl E--t < :::s 1. 2. 3. 4. II. •• 7, 8, •• 10. 11, 12. 13, ' I I \ ' ' \ ',, 32e.llO ~IIY•*PAD•326.60 l"""t-t-+-I 0 LOTIM ' \ \ NOTES ALL ELEVATIONS SHOllN NfllC F1Ml!lH[I) SUIIFACE UNLESS OTHER'Wlst NOTED, THE ~ AND /OR CCINlRACTOlt SHALL lmFY 11TH Cl\1l ENGINEER THE BUltDIIIC SlRUCl\JRAL SECTION(S) PRIOR TO REQUESTING STAKES FOR ROUGH GRADE PADS. CONlRACTOR TO ~IFY LOCATION AND ELEVATION OF ALL EXISTING UTILITY CONNECTIONS PRIOR TO STARTING ANY CONSlRUCTION. ALL CATCH BASINS SIIAU. HA'vE FOSSIL FlLTERS INSTALLED. M !Jru!IOARY SHOIN ON THESE PLANS IS NOT NECESSARILY TH£ RElM. T OF A lldlNOARY SURVEY BY K at S ENGINEERING. 1HE BOUNDARY LINES SHOWN HEREON WAY HA VE BEEN [STABUSHED FROM RECORD DATA ONl Y. ALL !lJRFACE MAINAGE SHALL 8E Offl'.CTED A M!Nllilllll OF 2 PERCENT AWAY FROM THE BUILDING(S). DRAINAGE WITHIN LANDSCAPE AREAS SHALL BE PURSUANT TO THE LANDSCAPE ARCHITECl\JRAL PLAN, IF LANDSCAPE PLANS ARE NOT REQUIR£[), THE CONTRACTOR SHALL TAKE ALL M£ASIIRES NECESSARY TO INSURE THAT NO PONDING OF WATER OCCURS IN THE PLANTER AREAS. THE RNISHED GRADE WITHIN LANDSCAPE AREAS ADJACENT TO THE BUILDING SHALL BE 6" BELOW THE RNISHED FlOOR. WATERPROORNG AND/OR A STEMWALL IS REQUIRED WHEN THE RNISHED GRADE IS LESS THAN s• BELOW THE RNtSHED FtOOR ANO DEEPENED FOOTINGS ARE REQUIRED WHEN THE FlNISHED GRADE IS WORE THAN 6" BELOW THE RNISHED FtOOR, THE SUB ORAi! FOR TH£ RETAINING AND/OR KEYSTONE WALLS, AS SPECIFIED BY OTHERS, SHALL BE CONNECTED WITH POSITIVE FtOW TO A DRAINAGE SYSTEl.l OR CURB OUTLET. ALL STORM DRAIN PIPES SHALL HAVE WATERTIGHT JOINTS INSTAILLED. THE HARDSCAPE SHOWN HEREON WAS OBTAINED FROt.t THE ARCHITECl\JRAL Pl.AN . CONTRACTOR SHALL CONSlRI/CT ALL HAROSCAPE PER THE ARCHITECl\JRAL SITE Pl.AN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK PRIOR TO POURING ANY CONCRETE FOR CURBS OR HAROSCAPE If ANY OF THE A.O.A. STANDARDS HAVE NOT BEEN MET. SEE SHEETS 6 &: 7 FOR EROSION CONlROL PLAN AND DETAILS. FOR IMPROVEMENTS TO PALOMAR POINT WAY, SEE DWG-422-9 DIGITAL COPIES FOR HORIZONTAL CONTROL OF CURB LAYOUT 1W.L BE AVAILABLE TO THE SURVEY<»< OF THE JOB FOR CONSlRUCTION STAKING. ,_ ai ~ f-~~eimR VARIES c;, VARIES f;:~t-~~~:::!"'+4..Jll~AR!!J!IE~SL._..j NON-DISTURBED AREA -++-'I --------l'fT::![ml(J£!Jft~~ PROPOSED GRADE ~ , RETAINING WALL PER SEP ARA TE PERMIT PROPOSED GRAD[ SEE SHEET No. 4 324.5 ELEV. ,---O,ooW.S.E•324.10 ELEV. 323.6FG ;;'o'i'/.._,,.,.,:,,··,.,. • '. !..._-..~-":::-:;,' ' BIO R]JER PER ---,_ 'C~~~·=· ·:r·,~11;·:··:'"S_TRU_CTU-RA~::::~ P~:ll SECTION c-c NOT TO SCALE TAKE THE NECESSARY DESIGN MEASURES TO PROTECT THE FOOTINGS FOR THE PORTION OF RETAINING WALL ALONG THE BIO-FILTER BASIN. I , ' ' ( 'I,_ ' ' '· ,,_ \ I ',,"', ""-,, ' (619~ ,SHEET NO. 3 , / 3-3• SIDEWALi\ IMOEROlt,ui, Pl'ES PER SDRS 0-27 (TIP) r--.... SEE DETAIL IN SHffi NO. .,,,-----JJO - ·"' _,,/ FlNISH PIPE(S) FtUSH WITH CURB FACE BU1t_pfNG C FF•~25.20 *PAD•324.50 / /.----1.oT UN[ ) 3" PVC (SCH-40) QUANTITY AS INDICATED CURB DRAIN PIPE NOT TO SCALE 0 l'llOPOSt1D PUn··--•• / 8' PVC WATERMAIN / / " ... i5JOTG 5f-tt-+-' '/. /.,,' ' \, ,9/ ,/ / ,. / I i -,t 0 z 0 15 30 &O 90 t r,::i ::i:: Cl) SCALE: 1"-30' 'ltO 1£: PAD El fYA]J(lt ' PAO El£VAT10N SUB.ET TO CHANCE PO 1 ACl\JAL BUILDING STRUCl\JRAl SECTION. 0-7S T'l'l'E "II" ' MODlflEO 1.0' WIDE • o• DP SECTION P-P NO SCALE StCIEWALK GUR111 & GUTTER (CONTINUATION) N6TEs 13. 14. ALL ON SITE, PRIVATE II.IPRO\£MENTS SHOWN ON THIS MAWING ARE FOR INF'ORl,lATION ONLY, THE CITY ENGINEER'S APPROVAL OF THIS DRAWING IN NO WAY CONSTil\JTES AN APPROVAL Of SAID PRIVATE 11.lPRO'vEMENTS. A SEPARAlE PERMIT FOR SUCH IMPROVEMENTS WAY BE REQUIRED. DIGITAL COPIES 'Mll BE AVAILABLE FOR CURB LAYOUT TO THE SUR'IEY0R OF THE JOB FOR CONSlRUCTION STAK1NG. 'WDID: 937C330784 UIL T" REVIEWED BY: INSPECTOR DATE 1----1----+----------,------+---+--+----t--1 I SH3ET 11 CITY OF CARLSBAD I I SH7TS l :::===::..:::::================::::.::==::::::: GRADING, DRAINAGE & PRIVATE IMPROVEMENT PLANS FOR: Suneying .s l00 08 I 02~4-06 K8i!5 DATE INITIAL ENGINEER OF WORK AS·BUILT. -ADDED TRIANGULAR PLANTERS . -DELETE RETAINING WALL DITCH DA TE INITIAL REVISION DESCRIPTION O'TH!:R APPROVAL DAlt INITIAL CITY APPROVAL PALOMAR POINT WAY LOTS 1-7, CARLSBAD TRACT NO. CT 04-08 QP.l 04-08/ZC 04-03/ICPA 04-07 /CT 04-011 PUD O!l-02/ PIP 03-02/CDP 08-011/llDP O!l-02. PROJECT NO. CT 04-06 DRAWING NO. 422-9A f-,J) Q_ 2 <. 10 C' "' c ~ If) 0 0 N '•, CJ ',,, ry ~ 'O ,0 0 I 'O ~ ry ,j OCJ () I c,1 0 / m 3' 0 " ,j OCJ C._l N 0 / X I +' 0 "" 0 ~ Q_ / X I :~, c, I <( / 'x I 0 + [J ,::;, / X / .. ~ 0 - U":) ~ t rzl ::c: rr.l rzl rzl rr.l 1. 2. 3. 4. 5. •• 7. a. 9. 10. 11. ) (, / NOTES 135.1' 18" Pl( G Ulli o· cu ,~)·--~ --;..''=;' --~ '~:t"'-1•-- -----~~: -Alm! l'tll , I Ill OSCAPE/ARCH./ .•,323.6 , ,. / I ALL ELEVATIONS 5HO'IIN ARE l'INISH£D !l!RP'ACE UNLESS OlliERWISE N01'ED. M O'M'IER ANO /a! CONTRACTOR SHALL 'if:RlfY Willi CIVIL ENGINEEft lliE BU1LDING STRUCl\JRAL SECTION(S) PRIOR TO REQUESTING STAKES FOR ROUGH GRADE PAflS. CONTRACTOR 10 'lf:Rtf'Y LOCATION ANO ELEVATION or Al.I. EXISTING UTIUTY CONNECTIONS PRIOR TO ST AR11NG ANY CONSTRUCTION. ALL CATtH BASINS SHALL HAYE FOSSIi. Fll.TERS ltlSTALLED. M IIOUNDARY SHOWN ON ll£SE PLAHS IS NOT NECESSAR11. Y 1'HE RESULT Of A BOUNl)Al!Y SURVEY BY K le S ENGINEERING. THE BOUNDARY LINES SHOWN HEREON MAY HAVE BEEN ESTABl.lSIIED FROM RECORD. DATA ONLY. ALL SURF ACE DRAIN,'.GE SHALL BE DIREC'ltD A MIIIIMUM OF 2 PERCENT AWAY FROM iHE BUILOING(S). DRAINAGE WllHIN LANDSCAPE AREAS SHALL EIE PURSUANT TO THE LANDSCAPE ARCHllECTIJRAL PLAN. IF LANDSCAPE PLANS ARE NOT REQUIRED, lHE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO INSURE THAT NO PONDING or WATER OCCURS IN THE PLANTER AREAS. lHE FINISHED GRAflE WITHIN LANDSCAPE AREAS AflJACENT TO THE BUILDING SHALL BE 6" BELOW THE FlNISHED FLOffl. WATERPROOf'ING AND/OR A SlEMWALL IS REQUIRED MiEN THE FlNISHED GRADE IS LESS THAN s• BELOW iHE FlNISHED FLOOR AND DEEPENED FOOTINGS ARE REQUIRED \ltlEN THE FINlSHED GRADE IS MORE TliAN 6" BELOW THE FINISHED FLOOR. THE SUB DRAIN FOR THE RETAINING AND /M KEYSTONE WALLS, AS SPECIFIIID BY OTHERS, SHALL BE CONNEClED WITH POSITIVE FLOW TO A DRAINAGE SYSlEM OR CURB OUTLET. ALL STORM DRAIN PIPES SHALL HAVE WATERllGHT JOINTS INSTALLED. TliE HAROSCAPE SHO'M'l HEREON WAS OBTAINED FROM THE ARCHITECl\lRAL PLAN. CONTRACTOR SHALL CONSTRUCT ALL HARDSCAPE PER THE ARCHITECl\JRAL SITE PLAN. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF WORK PRIOR TO POURING ANY CONCRETE FOR CURBS OR HARDSCAPE IF ANY or THE A.D.A. STANDARDS HAii[ NOT BEEN MET. SEE SHEETS 6 le 7 FOR EROSION CONTROL PLAN AND DETAILS. TYPE A CONSTl'II.C CONC. DITCH AlOMI IIOTTOM OF RETAIN I NG WALL S.0'...,10" P.Vt. di) !l"Jlo CONNECT TO 0-'1'5 O11'CH -·---\-... -:-) ....... -· ... ···-... ·\-+· .-l.( .----~----cc ;;-::-r-~==~-_~/~z"-=-~=1c·•~--""•~-.\.~-::1:----1t--____,s::t -,"'.'--cc··""·T-.:::-c~i===- • ll-:!' SlllEWl\l.K lKIENM.11111 PIPES l'ER SDRS 0-27 (TIP) r--.... SEE DETAL IN SHEET NO. / (CONTINUATION)NOTES 12. ALL ON SITE, PRIVATE IMPROVEMENTS SHO'llN ON 1lilS DRA'fl!NC ARE FOR INFORMATION ONLY. THE CITY ENGINEER'S APPROVAL or THIS DRAWING IN NO WAY CONSTil\JTES AN APPROVAL OF SAID PRIVATE IMPROVEMENTS. A SEPARATE PERMIT FOR SUCH IMPROVEMENTS MAY BE REQUIRED. 13. DIGITAL COPIES YIILL l!IE AVAILABLE FOR WRB LAYOUT TO lliE SURVE'tllll or THE JOe FOR CONSTRUCTION STAKING. /.,✓ /' eutU>fNG C FF=325.20 tf> ADJi::324.50 Iii / I I Iii LOT LINE 0 142.1' 12" P'<'C 0 1.2ll i I I . j -kl Rl!:TAINING W',lti I PER SEPARATE PERMIT i I I I ORADEO SWALE A'T I¾ MIN. 3.2~--~~~-a '---l!RIOW DITCH D-75 TYPE B _ ..... i,, 325.19 / I I ! SPLA!H WALL TVPE'D' 0-T!l---r~· DITCH • . .'· ffiTE; PAQ El EYAJJON PAD ELEVA 110N SUB.£CT TO CHANGE PER ACl\JAL BUILDING SlRUCl\JRAL SECTION. ) / I / DET.A.IL 1A1 NO SCALE i +----'-~ --~ \ \ I SCALE: 1 "-JO' w'DID 1937C330784 UIL TH 06·30·0$ REVIE',,'ED BY• ,Af~ DATE Lor 5 MAP NO. 283 APN 2"J2-120-33 ll I SECTION A-A REMOVAfJU: PIPE--..,. BOLL/IRS PER ARCHITEClURAL EX.FLOOR:---... 1. I Lor 56 MAP NO. 1-JB11 APN 2-J2--J20--Jo ,,--EX.CUM! SECTION D-D NO SCALE NO SCALE K&S ENGINEERING Surveyiq 100 l«l SCALE · NSPECT □R 1----+--+-----------+---+---t---+-----t L£11 CITY OF CARLSBAD I LLJ 1-----1---1------------~---1----+--+----+---t GRADING, DRAINAGE & PRIVATE IMPROVEMENT PLANS FOR: 02·14-06 KSS DA TE • INITIAL ENGINEER OF WORK AS-BUILT -OELETEO RETAIN1NG WALL DITCH ·-ADDED S.O CONNECTION DETAIL A • AOOED CONC. DITC.rl AT BOTTOM OF WALL -ADDEO GRADED SWALE SECTION -REVISED TRIANGULAR PLANTERS. -REPLACED 0-75 DITCH W/GRA'OED SWALE. REVISION DESCRIPTION DATE INITIAL CTI£R APPROVAL DA TE . INITIAL CITY APPROVAL PALOMAR POINT LOTS 1-7, CARLSBAD lRACT NO. CT 04-08 GP! 0-4-08/ZC 114-0S/LCP! 04-07 /CT 114-ot PUD 03-02/ PIP 113-02/CDP 09-0II/HDP 03-111. A O : GLENN T. PRUIM Y" dJ'.1,r;■<~«ir.<~C~L.L~:..,l,l<;~-~r,.:,.;~•~e~i!i4,.,,,._,-=......,= Jh,/,., PE:51274 EXPMs:9)3o}r56 DEPUTY OIR. DPW o,('J'E lfC w C 0.. ()) 0 I C\J 0 / ::n 'T m 0 I C\J 0 / X I ,. u ~ / X I 0 d u •1: / X I d +-' d 7'j / X ... 0 - NOJI: BASIN MAftfJENANCE MAINTENANCE OF DETENTION BASIN WILL BE ACCESS£0 FROM LOT 65 AS SHOWN IN THE CC & R DOCUMENTS. I. 2. 3. 4. !I. 1. 10. 11. LOT ee NOTES ALL ELEVA TIOlfS SHOWN /llf/E. l'llll!!ll!ll !IUl!F AC:C UNI.ESS OTHERWISE NOlEO. M: O'IINER MfO /f1/I. CO!ll1UCTOR SHALL VERIFY WITH CIW. ENGINEER THE l!UILDING SlRUCTIJRAL SECTION{S) PRIOR TO REQUESTING STAKES FOR ROUGH GRADE PADS. CONTRACTOR TO \£R!FY LOCATION ANO ELEVATION OF ALL EXISTING UTILITY CONNECTIONS PRIOR TO STARTING ANY CONSTRUCTION. AU. CATCH BASINS SHAU HAVE FOSSIL fl.TERS INSTAUED, 11-iE !IOUNDARY SHOWN ON M!IE Pl.MIS IS NOT NECESSARILY 1H[ IIE!IUL T OF A IIOONO.litr 9UIMY BY K .ti S ENGINEERING. lHE BOUNDARY LINES SHOWN HEREON MAY HA VE BEEN ESTABLISHED FROM RECORD DATA ctll.Y. ,u SUl!f' ACE DRAINAGE SHALL I[ C)RC'TEI) A MINIIIIUM Of' 2 mcmr AWAY l'!!OM THE !!UILOING(S}. DRAINAGE WITHIN LANDSCAPE AREAS SHALL BE PURSUANT TO THE LAt,!OSCAPE ARCHITECTURAL PLAN. IF LANDSCAPE PLANS ARE NOT REQUIRED, lHE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO INSURE THAT NO PONDING or WATER OCCURS IN THE PLANTER AREAS. THE FINISHED GRADE WITHIN LANDSCAPE AREAS ADJACENT TO THE BUILDING SHALL BE 6" BELOW THE FINISHED FlOOR. WA TERPROOANG ANO /OR A STEMWALL IS REQUIRED WHE~ THE FINISHED GRADE IS LESS THAN 6" BROW THE FINISHED FLOOR ANO DEEPENED FOOTINGS ARE REQUIRED WHEN THE FINISHED GRADE IS MORE THAN 6" BELOW THE FINISHED FLOOR. lHE sue DRAIN FOR M RETAINING AND/OR KEYSTONE WALLS, AS SPECIFlED BY OTHERS, SHALL BE CONNECTED WITH POSITIVE FLOW TO A DRAINAGE SYSTEM OR CURB OUTLET. ALL STORM DRAIN PlPES SHALL HAVE WAlERTIGHT J(JNTS INSTALLED. 'IHE HARDSCAPE SHOWN HEREON WAS Ol!TAINED FROM THE AIRCHITEC'IIJRAL PLAN. CONTRACTOR SHALL COOSTRUCT ALL HARDSCAPE PER THE ARCHITECTURAL SITE Pl.AN. 11-IE CONTRACTOR .SHALL NOTIFY THE ENGINEER or WORK PRIOR TO POURING ANY CONCRETE FOR CURBS OR HARDSCAPE IF ANY or THE A.D.A. STANDARDS HAVE: NOT BEEN MET. SEE SHEETS 6 & 7 FOR EROSION CONTROL PLAN AND DETAILS. (CONTINUATION) NOTES 12. ALL ON SITE, PRIVATE IMPROVEMENTS SHOIN ON THIS DftAWING ARE FOR INfORMA TION ONLY. THE CITY ENGINEER'S APPROVAL or THIS DRAWING IN NO WAY CONSTIRJTES AN APPROVAL OF SAID PRIVATE IMPROVEMENTS. A SEPARATE PERMIT FOR SUCH IMPROVEMENTS MAY BE REQUIRED. 13. DIGITAL COPIES WILL BE AVAILABLE FOR CURB LAYOUT TO THE SURVE'IOR OF THE JOB FOR CONSTRUCTION STAKING. GRADED SWAU: WIDTH VARIES SIDEWALK SECTION A-A NO SCALE -J!!!• \ 325.78 328.80 ••. DlltPENED LEA\£ 3-3" OIA. ,...._ FOOTING '!,~-":l HOLES IN CUR9 \, : _::;i;. -FOO DRAINAGE I" __ , , ··la ~-.::c.i- SEE 0ET AIL IN 9€0 NO J i \'· '• '1,! .[,,, _ 'l' w,t.lEl! 'S!P.~.:::J, ,. • 1 1 /2" MElER • •·•- ·-32'!:0 -··1 325.26 BUflQfNG A i' · \\,;;/.~,,....~M'""-.1 326.80 •327,36 m :m.eo. ln!'ENEI) FOOTING----._-.lil 11--+-t--t-11.. :i-i• SIOEWAI..K UND!:RWAJ..K PIPES PER SDRS 0-27 ~-;~ AWAY FROM BLDG. TYi'. 1.0X _ 'NOTE; PAP fl EYADQN PAD ELEVATION SIJBJ::CT 1'0 CHANGE l'ER ACTIJAL BUILDING STRUCTURAL SECTION. VARIES PRO ED REl W " PERMIT , ' . ·-"•ff;;';~ . \J\1-,~~·:•·♦~ Dffl:H Wffl1 ••.· • • ••• RIP-RAP, 0.5i, SIDE Of D-75 ~~~tt-:· FOR DRAINAflE ~:, . . . AIDGE J 32 32 \ ""'----2!100 PSI AIR Pl.ACED CONCRElE SPLASH WN1. WITH 13' LONG f4 BARS 2500 "'9 AIR PLACED CONCIIETE SPLASH WALL WITH 13" LONG I<! BARS PLACED 'IERTICALL Y & Sl>ACEO 0 12• O.C. EMBED BARS INTO DITCH 4'. -"' .~ '.':.;\ , .. c,·., e• 'IHIMNED EDGE -:D (BOTH SIDES) PLAN NOT TO SCALE 12· 2!!00 ,sa NII. PI.ACm CONCliiit WITH 1 1/2' X 1 1/'l' SECTION f-F 17 GAGE STUCCO NETTING. --- PLACED VERTICALLY & SPACED • 12• O.C. EMl!lfD BARS INTO DITCH +•. $PLASH !'I ! PEJM- NoT TO SCALE 10' ' ~4.5'., . ,• • • i • ;_ • . 11.5' 21' PLAN \1EW NOT TO SCALE 2.5' 0.75'-f-f---=---, 1.75 4,0' SECTION B-B NOT TO SCALE 3' 470-C-2000 CONCRETE OR 3' 2500PSI AIR PLACED CONCRElE WITH 1½'SQ MESH 17GA SlVCCO NETTING 2'X5'0f!IF1CE OPENING 2.5' TYPE G-3 CATCH BASIN, MODIFIED AS SHOv.tl. TOP•281.5 ORAINA EASEMENT 10' CRA'<tl FILTER l!El'IM Wl11-I 1• (MIN.) ROCK SIZE. SLOPE AT 1 -": 1 TO I IEISI t:r SHOWN. COVEii 6RIFICE WITH 5 MICRON 277.e21E (MEET EX 24") EXISTINC GRADE~-C PORllON EX 24" RCP TO REt.tAIN ~ - ,C:--- )._ {':i-=-== REMOVE EX HEADWALL ANO 7±LF' EX 24" Rel) PROFILE B FILTER. Cr WSE•281.50 I (100-'IR) I.··--I 3" CONCRETE INL£T APRON 12· 278.5Fl 2.5'X0.5' ORIFICE BASIN BOTTOM ---SILT AREA OU].ET STRUCTURE DETAIL NOT TO SCALE 'w'DID 1937C330784 IL T0 P. Of·&>-oe DATE REVIE\o/ED BY• , ol.agf ou NSPECTDR ' DA TE FINISH GRAD£ 0 15 30 60 90 l---~,---+-----------1----+--'--+--+-----t ITl I CITY OF CARLSBAD 11 ~ SCALE: 1 •-30' K&S ENGINEERING Surveying AS-9UILT. -BROW DITCH NOT BUILT. -ADDED TRIANGULAR PLANTERS, (619 100 02-14-06 K"S, S • DELETED RETAINING WALL DITCH. DATE INITIAL ENOINEER Of' WOAI< REVISION DESCRIPTION DA1E INITIAL DA 1E INITIAL DTI£R APPROVAL CITY APPROVAL GRADING, DRAINAGE & EROSION CONTROL PLANS FOR: PALOMAR POINT LOTS 1-7, CARLSBAD lRACT NO. CT 04-08 GPA 04-08/ZC 04-09/LCPA 04-07 /CT 04-0I POD -02/ PIP -02/CDP -Oll/llDP 03-0I. PROJECT NO. CT 04-06 DRAWING NO. 422-9A I-v, n I: [L Cf) c-, ,. ··• (Cl n 0 G ru ·-. "' ·-- OJ • 10 u·: C ' lJ L OJ "' OJ 0 I n.1 0 ' CJ) "< " / -st- Cf) 0 I (U I 0 / X +' u Q, ·, 0 ' [L / X I cl d u <[ ,/ X I d I' d " >< c,, 2. QOSION CONTROL NOTES 1, IN CASE ~GENCY WOii!( IS 1'EOUl1'ED, CON,-ACT LAWRENCE ,EU AT (11~11) 893•1314. 1. EQI.IIPM£NT ANO WORKERS ~OR !:MEP!GENCY \!IOAK SHALL II( MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON Silt AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS Et,ffNENT. 3. DEVICES SHOYltl ON PLANS SHALL NOT II[ MMD OIi MOOIF'IEO WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTIIACTOR SH,1,U. RESTORE All EltOSION CONTROL DEVICES TO WORl<ING ORDER TO THE SA TI SF ACTION OF THE CITY ENGINEER ATTER EACH RUN-OFF PRODUCING RAINFALL e. THE CONTRACTOR SHAU INSTALL AOOITIONAL mostON CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 8. THE CONTRACTOR SHU IE l'l[SPai!S181.E AND SHALL TAKE N'ECltSSA""' PRECAUllONS TO PREVENT PUBLIC TRESPASS OtJTO AREAS WHERE IMPOUNDltD WATERS CREATE A HAZARDOUS CONDITION. 7. M.L EROSION CONTROL l«ASllfttS ~ PER ll-lE Al'F'IIOVED GRADING PLAN SHALL BE IN CORPORA TED HEREON. II. GRADED AAEAS AROUNO TH[ PRO.tCT P[RtM['!'ER MUST DRAIN AWAY FROM THE F'ACE OF' • St.OPE AT THE CONCLUSION OF EACH WORKING DAY. t. AU REMOVAIU "11:0TECTIVE 0Ev1CES SHOWN SHALL I.IE IN PLACE AT THE ENO OF EACH 'IIORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40X). SILT ANO OTHER DEBRIS SH-'I.L BE REMOVED AFTER EACH RAINFALL 10. AU GRAVEL !JAGS SHALL IE BURLAP T'r'P[ WITH 3/4 INCH t,ffNIMUM AGGREGATE. 11. SHOULD GERt.llNAllON OF HYllROSEEDED !ii.OPES f'All TO "11:0VIDE EFFECTIVE C0\1£RAGE OF' GRADED SLOPES (90" COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHAUL BE STABILIZED BY PUNOI STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROi. HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANO TEMPORARY EROSION COIITRQ. PLANTING "ND IRR1GA TION SHALL !1£ INST&LED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOUOWING: A. H'iOROSEEOING SH-'1.L 9E APPLIED TO: 1. AU !ii.OPES 'IMAT ARE GRADED 9: 1 (HORIZONTAL TO VERTICAL) OR STEEPER l'IHEN THEY AffE: o. THREE FEET OR MORE IN ~GHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALIL SLOl'ES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED F'LATTER THAN e: 1 \1IHEN ANY 0, 'THE FO..LO\m!G CONOITION$ EXIST: o. NOT SCHm.lLEO FOR IMPROVEMENTS (CONSTRUCTION OIi GENERAL LANDSCAPING) WITHIN SO DAYS OF l'!OUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONOITION IOIENTIFlED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. H'l"Df!OSEEDED AREAS SHALL IE lftR1GA TEO IN ACCOROANCE MTH THE rOLLOW'NG CRITERIA: 1. ALL SLOPES '!'MAT Ml!E (lRAOEO 8:1 OR STEEF't."R ANO 11-tAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHAU BE IRRIGATED BY HANO WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONYENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100,: COVERAGE. b. GREATER THAN e FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100,: COYERAGE. 2. AREAS SLOPED 1.£S5 TM-.N 8:1 SHAU II[ IRRIGATED ~ APPROVED BY THE CITY ENGINEER, PRIOR TO HYOROSEEDING. 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. IRRIGA TtON SHALIL MAINTAIN THE MOISTURE LE\IEL Of THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYOROSEEDED GROWTH. C. H'iOROSEEO Ml)( • A" SHALL CONSIST Of ALL Of THE rOLLOWING: 1. SEED MIX SHALL CONSIST Of NO LESS THAN: :s. APPLY TO ALL GRADED AND UNGRAOES !ii.OPES, AS wtLL AS ANY PAD AREAS NOT SCHEDULED FOR IMPROVEMENTS ~THIN 6 MONTHS OF COMPLETION OF ROUGH GRADING IJIW. K I.IS./ I';, ACHt IDTIMl':N. IMIE ~ !«IE M / 15 3 tsCHSCHCl.ZIA CAUFORNICA CALIFORNIA POPPY /JO / 90 2.5 LASTHENIA CAUFORNICA CALIF GOLDFIELDS to/ so 4 LOTUS SCOPARIUS DEERWEED ti!/ 90 2.5 UJF'INUS BICOI.OR ARROYO LUPINE 70 / 80 4 NASELLA LEF'IDA FOOTHILL STIPA ti! / 15 l NE MOP HILA MEN Z1ESII BABY l!!LUE EVES 19 TOTAL POUNDS PER ACRE SOIL STABILIZER-W l1NDER OR EQUAL 120 LBS/ACRE WOOO FIBER-CONWEI 100l( WOOD Fll!ER 1500 LBS/ ACRE FERTILIZER-1-20-20 /JO L$S/ACRE NON GRAOED ANO l'AO AMAS (NON 1""1GATEO AREAS) WIU LIE DORMAN'!' UNTIL NA1URAL RAINFALL PROMOTES GERt,ttNA TION a. ALL SEEO MA TER1ALS SH-'LL !IE fflANSPORTED TO THE JO!ISITe: IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTLRE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. b. NON-PHYTO-TOXIC WETTING AGENTS MAY !JE ADDED TO THE HYOROSEED SLURRY AT THE DISCRETION ~ THE CONTRACTOR. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lb1 PER ACRE, TYPE S MULCH (STRAW) MAY BE SUBSTITLTED, ALIL OR PART, FOR HYDRAULICALLY APPLIED FIBER MA TERI AL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50,: OF THE STRAW INTO THE SOIL. FERTILIZER CONS1STING OF AMMONI\Jl,1 PHOSPHATE SULFATE, 16-20-0, ~TH EROSION CONTROL NOTES (CONTINUATION) D. AREAS TO l9E H'l'OROSEEOED SHALL BE PREPARED PRIOR TO HYOROSEEOING l!IY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINA l!ON OF': a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARRO~NG AREAS 6: 1 OR FLA mR THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT ~LL NOT BREAK UP USING ITEMS a OR b ABOV[. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANl!Nt BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA TURA TEO SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH AOJJSTMENT, LEACHING OR COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. M'l'DROSEEDEO AREAS SHAU I.IE MAINTAINED TO PR0\10E A \1GOROUS GROWTH UNTIL THE PROJECT IS PERMANENTIL Y LANDSCAPED OR, FOR AREAS WHERE HYOROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. £/,IBEDDINfi (£TAIL ANGLE f11!ST $'TAK[ TOWA 0 PREVIOUSLY LAID BALE ---- FLOW ---1•► WIRE CA NYLON BOUND BALES PLACED ON THE CONTOUR 2 RE-BARS,SllEEL PICKETS,OR 2"X 2" STAKES 1 1 /2' TO 2' IN GROUND ANCtfQRING (£TAIL " DRAINAGE AREA LESS THAN 1 ACRE STRAW BALE DIKE. NbT TO SCALE 1. SE:T POSTS ANO £XCAVA~ A j 4 BY 4 IN (10 19Y 10 CM TRENCH UP$LOPE FROM ND ALONG THE LINE OF POSTS. ------~ ::---_ ~-~ ,,--:::; .~,I:f J /' ..-rr1t:;ill;';:;LL;:; I ::. · 3. ATTACH THE: F'IL TIER F' ABRIC lfO THE WIRE FENCE AND EXTEN~ IT INTO THE llRENCH. 2. STAPLE Wl~E: F'ENCING TO THE POSTS. 4 IN (10 CM) 4. BACKF'IL~ AND dOMPACT THE EXCAVA1'ED SOIL. SILT FENCE NbT TO SCALE COftRUGATED METAL RUMBLE STRIP PANELS MAY BE USED ON APPROACH TO EXIT CRUSHED AGG~EGATE GREATER THAN 3" LESS THAN e• OVER FILTER F'ABRIC I PUBLIC "1GHT-0F-WAY OR PAVED ROADWAY PUU 111GHT-OF'-W,\Y OR PAVED ROADWAY or LARGEST CONSlRUCTION VEHICLE 14' lt!l'N. OR AS P!EQ'0 TO ACCOMOOA 1'E TRAFFIC TIRE CMANNELlzt TO SE ntAPPIN &IJ, P!!OVOE Al'PROPRIA1E 'IRAIISITION BETV,EEN STABILIZED CONSTRUCTION ENTRANCE ANO PUBLIC RIGHT-OF-WAY STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE GRAVEL BAGS OVERLAP ONTO CURB ____.,. ------/ / ;"''" 7 GAP BETWEEN BAGS ACTS AS SPILLWAY THR'£E LAYER$ OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAGS NOT TO SCALE \./DIIJl937C330784 DATE'. REVIE'wED BY• io)1yl,,._ NSPECT□R DATE ---------------------1 SH6ETII CITY OF CARLSBAD IISH,TSI :::==~========~=====: 1-----1,----1----------------1-----...--~---1---1 GRADING, DIUJNAGE I< EROSION CONTROL PLANS FOR: PALOMAR POINT LOlS 1-7, CARLSBAD TRACT NO. CT 04-08 GPA 04-08/ZC 04-0S/LCPA 04-07 /CT 04-011 Pl1D OS-02/ PIP OS-02/CDP 03-011/IIDP 03-01. Surveying A D: GLENN T. PRUIM el>'~~ ~'UJ-f :'!";:: 30 06 DEPUTY DIR. DPWDkfi 02-14-06 KS.S AS-BUILT DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL □THER APPROVAL CITY APPROVAL RV'wD B PROJECT NO. DRAWING NO. CT 04-06 -4-22-tA C- V) c.. X c.. M ?. 0 CJ Cj ~ ()) • <'.l 0 0 <'.l I.. ()) ..-co 0 Cj 0 / OJ • <'.l / "<t co 0 CJ 0 / X .p u -'!'., 0 I.. c.. / X <'.l d u <L / X " +' _g / X I I I " ij 1' ,/ I :_1_ 1_ 1µ• '/ I I, I ,, j { ·' I i! r I d . '1.11 , , I 1/ I 11 .! I , i I , I ii I I // ii ,/ / / i I I I/ I I .'! I I ,! I I ;/ I I # I I . ? / • \ I /~ '" HYDROSEED MIX "A" ,..,,. .. AflH2'9-WO,,ff APPLY TO ALL GRADED AND UNGRADES SLOPES, AS WELL AS ANY PAD AREAS NOT SCHEDULED FOR IMPROVEMENTS WITHIN e MONTHS OF COMPLETION OF ROUGH GRADING lllf(.I LIS./ P/C AUi£ llfJrll/f/t:II.~ 98 / 75 3 ESCHSCHa..Z1A CALIFORNICA 50 / 80 2.5 LASTHENIA CALIFORNICA 90 / 80 4 LOTUS SCOPARIUS 98 / 110 2.5 LUPINUS BICOlOR 70 / 80 4 NASELLA LEPIDA 98 / 85 3 NEMOPHILA MENZIESft 19 TOTAL POUNDS PER ACRE SOIL STABILIZER-M BIN'DER OR EQUAL WOOD FIBER-CONWEB 100" WOOD FIBER FERTILIZER-8-20-20 CALIFORNIA POPPY CALIF GOLDFIELDS DEERWEED ARROYO LUPINE FOOTHILL STIPA IIABY BLUE EYES 120 LBS/ACRE 1500 LBS/ ACRE 50 LBS/ACRE NON GRADED ANO PAO AREAS (NON IRRIGATED AREAS) Will LIE DORMANT UNTIL NATURAL RAINFALL PROMOTES GERMINATION 'If~~~--=..-!-'--::::,,,,.~-~ i _ t,✓ _____ .------1 I,EGEND DESCRIPTION STABILIZED CONSTRUCTION ENTIIIANCE SILT FENCE GRAVEL BAGS HYOROSEED SLOPE PROTECTION TEMP. DESILT BASIN 10' X 25' X 2' DEEP NOTE; QUANTITY 2 EA. 4892 L.F'. 800 EA. 21864 S.F. 6 EA. l' ' I SYMBOL -a---,□1---- ij FOR EROSION CONTIROl NOTES AND DETAILS SEE SHEET NO. e .. -, ' ~~ I j-. ·, ;~, / ,,/ ' \ K&S ENGINEERING Surveying 100 \ I I ~- ~ ) ', -/ ' ( ..... l' FF'--2.0 'PAl),a324.511 / 0 /, ..... , __ __,,,.,-· -~-~ . / I / I I i I I, / ./ 150 SCALE: 1"•50' \./DID1937C330784 s UIL TH ,;-1/4, DATE REVIEIJED BY• to/~ct, NSPECT□R DA TE . ----------------+---11----t--t---iLZJI CITY OF CARLSBAD IITJ 02~4-oe 1<as AS-BUILT. DATE INITIAL DA TE INITIAL ENGINEER Of WORK RE\11S101\1 DESCRIPTION DTI-D APPRIJVAL DI\ TE INITIAL CITY APPROVAL EROSION CONTROL PLAN FOR: PALOMAR POINT LO'l'S 1-7, CARLSBAD TRACT NO. CT 04-01 GPA 04--08/ZC 04--03/WPA 04--°¼:; 04--08 PUD 09-02/ PIP 03-02/CDP 03---08 09-02. DRAWING NO. 422-9A C- V: 0 C lC "' 0 .,. 0 0 n., / a, " 0 / -,- m 0 I (U u / X +' u IV -, 0 \._ c_ / X -,, " u <( X I " +' 0 u / X " " I .... 9. ....