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HomeMy WebLinkAboutDWG 413-2A; CT 02-14; BRESSI RANCH PLANNING AREA 12 UNIT 6; 01-07R/W 60' R/W JO' JO' 13' 17' 17' 1J' 5.5' 7.5' 7' 7' 7.5' 5.5· STREET IJGHT 6' ACCfSS STRIP f' P. C. C. SIDEWALJ< NONCONTIGUOUS 11. 6' TYPE 'G' CURB ,t GUTTE:R i I STORM SEflfR DRAIN 7' IN STRUC Al PER Cl STANDA D WAT[R CT/0 SB 0 CA ONS PUBLIC PROPOSED LOCAL smEET ,o;r LOT WIDTH (5' MIN.) TYPICAL SECnON NO SCALE 5' MIN. I ,_______, Ii ,. / "' "< \..__L _____ J .._ :"I ... _ REARYARD SE7BACK 205' LOT WIDIH 105' LOT WIDIH (5' MIN.) T SIOEWALJ< 5' MIN. -~=~~--+--t---~ PORCH SE7BACK CURB <i GUTTER ,.__ R=5' (TYP.) STR£ET SJ.OPE PLANNING AREA 12 TYPICAL LOT ORA/NAG! SOURCE OF TOPOGRAPHY TOPOGRN'HY SHOW/'/ ON IHESE PLANS WAS GENERA TEO BY: PHOTOGRAMMETRY MEn-lOOS FROM INFORMA T/ON GA THEREO ON, MAY ,r 1998 SAN-LO AERIAL SURVEYS AND FROM MASS GRADING CONTOURS PER DWG. NO. 400-BA TOPOGRN'HY SHOW/'/ HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. . IMPORTANT NOTICE SECTION 4216/4217 OF /HE GOVERNMENT CODE REQUIRES A DIG ALERT !DENT/FICA T/ON NUMBER B! ISSUED BEFORE A 'PERMIT TO EXCAVATE" WILL BE VALJD. FOR YOUR DIG ALERT /.0. NUMBER, CALL UNDERGROUND SERVICF: ALERT: TOLL FREE 1-800-422-4-IJJ; Tl!O WORKING DAYS BEFORE YOU DIG. EARTHWORK FILL: 2 5, 000 C. Y. CUT: 25,000 C. Y. REMEDIAL: 0 C. Y. ---- IMPORT /EXPORT: 0 C. Y. BENCHMARK DESCRIP170N: BRASS DIS!( IN CONCRETE IN A STANOARO SUR\£Y 1',£1,L ON ON CfN TERI.IN£ OF El CAMINO REAL LOCA T/ON: COUNTY OF SAN DIEGO 8ENCHMARK DESIGNATION NO. R1800 288+139EC UEVA TION: Jll.407 M.S.L. DATUM: N.G. V.D. 29 -~~~~---~ T: \Eoqr\2407\PA12\9rd\24C7.12~rdC1 c!w,1 :;2/11/2004 04: 15: '.JI PM PST GRADING AND EROSION CONTROL PLANS: BRESSI RANCH PLANNING UNIT NO. 6 /--- / ' ·1,-~ 4-Jl 4J6 ~-----.7-l/: -c-,, L~!r_I";; ir --~J,._:; '/:<--·-~.--· rz=-m . ~~~---. _,,•:;~~----- 'ii(~}, LA COSTA •·•• GREENS cr,99,03 REFERENCE ORA WINGS: El FUERTE STREET POINSEmA LANE INDUSTRIAL BACKBONE IMPROVEMENTS RESIDENTIAL BACKBONE IMPROVEMENTS RESIDENTIAL BACKBONE STORM DRAIN IMPROVEMENTS MASS GRADING DWG. NO. 400-BE AND 400-8F Dl1'(;. NO. J97-2J &: J97-2K DWG. NO. 400-88 DWG. NO. 400-8 DIIG. NO. 400-BC D WG. NO. 400-BA SCA!.£: 1"=200' 'DECLARA 110N OF RESPONSIBLE CHARGE' I HEREBY DECLARE THAT I AM TH£ ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE' EXERCISED RESPONSIBLE. CHARGE OYER THE DE.SIGN OF TH£ PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINE.SS AND PROFESSIONS CODE, AND THAT THE DE.SIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY TH£ CITY OF CARLSBAD DO£S NOT RU/£\IE' ME, AS ENGINE.ER OF WORK, OF MY R£SPONSIBILITIES FOR PROJ£CT DESIGN. FIRM: PROJECT DESIGN CONSUL TAN TS -----------------ADDRESS: _~7~0~1 ~8:c...:::S~TR~E~£~T,c...=.:S U~l ~T£=-=-B O~Oc..,_ ____ _ CITY, STA Tf: SAN DIE.GO, CALIFORNIA T£LEPHON£: (519) 235-6471 BY: .Mid J?,, Q J... GREGORY M. SHIUDS INDEX MAP LEGEND ----0---- RIGHT OF WAY SEM:R LINE SEM:R MANHOLE WATER MAIN STORM DRAIN ):( STREET LIGHT :0: STREET UGHT PER 011,G NO. 400-/l ►•◄ FIRE HYDRANT 0 FIRE HYDRANT PER OWG NO. 400-8 SHEET LIMITS SHEET NUMBER AREA 12 ~ VICINITY MAP NOT TO SCALE PROJECT SITE SO/LB ENGINEER'S CER11FICA TE: R.C.E. NO.: ~4=52=8J~---r-------- DATE: ___ z_-_l~_-_o_,I _______ _ LICfNSE EXP/RAT/ON DA TE: --=09=/.=JO,i/i~06~--- LEGAL DESCRIP110N LOTS 12 AND 16 OF CARLSBAD TRACT CT 00-06 IN /HE CITY OF CARLSBAD, COUNTY OF SANDIE.GO, STA TE OF CAIJFORNIA, ACCORDING TO MAP IHE.REOF NO. 14600, ON FILE IN /HE OFF/Cf OF /HE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 29, Z00J OF OFRCIAL RECORDS. PROJECT LOCATION /HIS PROJECT IS LOCATED f'tl/HIN ASSESSORS PARCa NUMBER 213-120-0J ,t 213-122-04 n-1£ CAUFORNIA COORDINATE INDEX OF m,s PROJECT IS: 1990-6252 (LAMBERT COORDINATES 346-1696) OWNER/DEVELOPER BRESSI GARDENLANE, LLG, A DELAWARE LIMITED IJABIIJTY COMPANY, AS OWNER BY: LENNAR/1.NR CAMINO PALOMAR, LLC, A DELA WARE LIMITED LIABIIJTY COMPANY ITS ADMINISTRATIVE MEMBER BY: LENNAR HOMES OF CALIFORNIA. INC., A CALIFORNIA CORPORATION, ITS MANAGER ~4CM!.#1oo · 1rs: v, ''-fu,:d qr OWNERS CER11FICA TE I (M:) HERE8Y CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS 8EEN OR WILL BE RETAINED TO SUPERVISE OVER-All GRADING ACTIVITY AND ADVISE ON /HE COMPACTION ANO ~tury>F /HIS SITE. ~~ ~ 1,\ U. b.x i,:J.Dtt -6~µ~ bl l &.: ~ 1 NAME: Tl/LE: DA TE: " WORK TO BE DONE: /HE IMPROVEMENT WORK SHALL CONSIST OF /HE CONSTRUCTION OF ALL CUTS AND FILLS. REM£0/AL GRADING, DRAINAGE FACIIJTIES, EROSION CONT/la.. FACIUTIES, AND PREPARA170N OF AS-BUILT PU.NS. AS-BUILT GEOLOGIC MAPS AND REPORIS, ALL AS SHOm-1 OR REQUIRED ON m,s SET OF PLANS AND mE CITY STANDARDS. SPECIF/CA T/ONS, REQUIREMENIS, RESOLUTIONS AND ORDINANCES CITE.D ON THESE PLANS. n-lE IMPROVEMENT IIORK SHALL BE PERFORMED IN ACCOROANCF: f'tl 7H /HE FOi.LO WING DOCUMENIS, CURRENT AT n-lE TIME OF CONS1RUCTION, AS DIRECTE.D BY /HE CITY E.1/GINE.ER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. /HIS SET OF PU.NS 4. RESOLUTIONS NO. 5201, 5202, 520J, 5204, 5205, 5206, 5207, 5208 &: 5209 DATED MAY 31, 2002. RESOLUTION NO. 5461 (CT 02-14) AND 5464 (PUD 02-06) 5. n-lE STANDARD SPECIF/CATIONS FOR PUBIJC WORKS CONSTRUC170N (GREEN BOOK) 6. n-lE SOILS REPORT Tl/LED 'SUPPI..EME.1/TAL GEOTECHNICAL IN\£STIGA TION FOR MASS GRADING, BRESSI RANCH, CARLSBAD, CA' PRE.PARED BY LEIGHTON AND ASSOCIATES DA TED MARCH 14, 2001 AND /HE "UPDATE GEOTE.CHN/CAL LETTER, PROPOSED RESID£N17AL DEVELOPMENTS. P!ANNING AREAS 10 AND 12• BY LEIGHTON AND ASSOCIA'fES DATED JULY 16, 2003. 7. n-lE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY /HE CITY OF CARLSBAD STANDARDS. DOCUMENT NO. 769332. B. ENVIRONMENTAL APPROVAL DOCUMENTS DA TE.D 12/15/98. LEGEND= ITEM SYMBOL LOT NUMBER ---------------------------------------CJ) PAD El.EVA TION -------------------------------------[ JS6.0) PROJECT BOUNDARY ---------------------------------- - - - PLANNING AREA BOUNDARY ------------------------------- • • - EXISTING CONTOUR -----------------------------------. · ··· ; , .• FINISHED CONTOUR ----------------------------------- FINISHED SPOT El.EV. ----------------------------------- -230- 259.0 DA)t!GHTUNE-----------------------------------------/ - DA )t!GHT TO NATURAL-----------------------------------I~ f--- JJ5 l.F. CONC. BROW DITCH---------------0-75, TYPE 8---------~~~ 12,100 S.F. RETAINING WALL---------------BY SEPARATE PERMIT-------- EXISTTNG ......... 1 TE.MP. OESILTATION BASIN·-------------DS-J• ------------·-····-L.· ! ....... :··.-;.., . . ... '~; ,. :1 t ... !: .. ~ ~-~,~.;:: ... :::·~--j BLADED SWALE. ---------------------------------------··········i--·····~ CONC. BROW DITCH---------------D-75, TYPE B--------- RIP RAP -----------------------SDRSO D-40------------ EXIST. OA)t!GHT TO NATURAL-------------------------------1 l-----j /- NOTE: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD DRAWINGS UNLESS 0/HERWISE: IND/CA TED. LEGEND CONT'D 6ZLF tJ'PVCCCl45,t50J------------------· ---- t. €A 511?4/GIITl!EAPWALJ.------- -d-32-----------~ f,!85C'f RIP RAP-------- ----d.·40---------~ SHEET INDEX . SHEET 1 ............................... Tl/LE SHEEr, KEY MAP AND NO'fES SHEET 2 ................................ NOTE.S &: DETAILS SHEETS J-4 ......................... GRAOING PLANS SHEETS 5 .............................. EROSION CONTROL DETAILS SHEETS 6-7. ........................ EROSION CONTROL PLANS LEGEND fOR SDG&E TRANSF. RET. WALLS: MAXIMUM RETAINING WALL /1£1GHT (TOP Of FOOT//JG TO TOP CF WALL) MAXIMU/11 RETAINING WALL HJ:IGHT EXPOSED (FINISH GRDVND TO TOP OF WALL) . . . . . . . . . ' . . . . . . . . . . . . . . ' H=: 4 5' Hexp.=3.9' TW331. 70 R,TAJNiNG .liALL w1rn LABE.LS GH EACH COR.~l.q • lf?,54.20 FOR 1W AND TF ( 70/> or WALL, roP OF FOOTING' . r•,/J3S 20 T,V33~.IO TFJ34 tO nvJ3J70 T/'334 20 'I. ~ • ~ • • • • T J.3 .2 . ,,.--·. {' • ♦' d ' ., PLANNING DEPARTMENT APPROVAL ' ~e,~,.4tt,z..., DATE: -1 /z.~/&4-' .. (SIG D) ': • MICHAEL J. HOLZMILLER, PLANNING DIRECTOR ;; 8 a • •.• t-li~~}d-uru_ DATE: <J'.t ,E}1 fe;q , . (SIGNED) REcoMMEN □Eo sv: CV)®Y \i.o (PRINT AME) R.C.E. N0. ____ --'-42~9:..:5.c.1 ________ _ R£GISTRA TION £XPIRA TION DA TE: _ __:0..:.3/.'-J;;_l.,_/i..:.0_4 __ _ DA Tf: Z. -I 'Z.• o'f l--l--l-------------l---+---+--+--IISHE1ETl~_c_1TY __ o_F_c_A_R_Ls_B_A_D __ 1sHE7ETSI . ENGINEERING DEPARTMENT PR.omcrDF.SIGN CoNSULTANTS l'L\NNINO • llNVna:NIBNrM. • ilNlllNBBRINO • SllllVl!r /OPS 701 B Stn:cl, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGORY M. sHIEUJ DATE REGIStRATiat DESIGNED PY EXPIRES OJ-Jt-04 B~ RrnEW: z..1t,.o "i SURVEY REVIEW! ESS ~ M. 'w1 ~ ~'.! z. No. 42951 ri Exp. 03-31-04 !;J RCE 1Z'Fil IV\ I. "AS BUILT" EXP. 03-'1·0~ 11/lll0-I PDL DA TE INITIAL GINEER Of WORK AS-J?UII T ADDtD RET. Wl.\lS FDR 5D6 l -?J!>l .s11.us 3 4- DATE INITIAL REVISION DESCRIPTION 0lliER APPROVAL CITY APPROVAL GRADING AND EROSION CONlROL PLANS FOR: BRESSI RANCH PLANNING AREA 12 PROJECT NO. DRA'MNG NO. CT 02-14 413-2A J.N. 2401.121' } i C :E .... G) 9.~ --.J ...... (,.) I N )> GRADING NOTES: (IN AOOITTON TO TT-IE REQUIREMENTS OF CHAPTER //j, r, OF TT-IE CARLSBAD MUNICIPAL CODE.) ,. 1HIS Pl.AN SUPE:RSEDES ALL 01HER Pl.ANS PR£\IIOUSI. Y APPRO'vfD er 11-1£ CITY OF CARLs&AD REGARDING GRADING SHOWN ON THIS SET W PLANS. 2. APPROVAL W THIS Pl.AN DO£S NOT LESSEN OR WA/',£ ANY PORnON OF THE CARLs&AD MUNICIPAL CODE, R£SOLUnON OF CONDmONAL APPROVAL. CITY STANDARDS OR OTHER ADDlnONAL DOCUMENTS USTE:D HEREON AS 1H£Y MAY PERTAIN ro THIS PRMCT. 11-1£ ENGINEER IN R£SPONSleL£ CHARGE SHALL R£\IIS! 1H£SE PLANS 'MiEN NON-CONFORMANCE: IS DISCO'v£R£D. J. CITY APPROVAL OF PLANS DO£S NOT Ra1£'v£ !Hf DE:filOPER OR £NGIN££R-OF-WORK FROM R£SPONSIBILJ TY FOR !Hf CORR[C nON OF ERRORS AND OMISSIONS DISCO'vfR£D DURING CONSTRUCnON. ALL Pl.AN R[VISIONS SHALL BE: PROMPII. Y SUBMITTE:D 10 !Hf CITY £NG/NEER FOR APPROVAi.. 4. A RIGHT-OF-WAY PERMIT FROM THE: CITY £NG/NEER WILL BE: REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE:, A CERnFICA TE: Of INSURANCE: MUST Bf nLED NAMING THE CITY OF CARLs&AD AS AN ADDlnONAL INSURE[) ON THE PERMITTIT'S POLICY IN 1H£ MINIMUM AMOUNT OF $1,000,000.00 FOR E.ACH OCCURR£NC£ OF UABIUTY. 1HE: INSURANCE: COMPANY WRmNG THE POLICY MUST HA'v£ A RAnNG OF "A" AND A Sil£ CA TE:GORY OF Cl.ASS V AS ESTABUSHfD BY "BESTS" KE.Y RA nNG GUIDE ,. UNLESS EXEMPTE:[) BY SECnON 301.(b), OF 7Hf UNIFORM BUILDING COOE, RE.TAINING WALLS OUTSIDE: OF PUBUC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTME.NT. 8. NO WORK SHALL COMMENCE UNnL ALL PE.RM/TS HA VE: BEE.N OBTAINED FROM !Hf CITY ANO 01HER APPROPRIATE: AGENCIES. 7. APPROVAL Of 1H[S! Pl.ANS BY 1HE CITY ENGINEER [)0£5 NOT AU1HORIZE: ANY WORK OR GRADING TO Bf PE.RFORMED UNnL THE PROPERTY O'lrNER'S P£RMISSION HAS BEE.N OBTAINED AND A VAUO GRADING PERMIT HAS BEEN ISSUED. 8. NO RE.\IISIONS MLL Bf MADE TO THE.SE Pl.ANS '1,111-IOUT THE 'M?ITTE.N APPROVAL OF !Hf CITY ENG/NffR, NOTED MlH/N THE RE\IISION BLOCK, ON 1HE: APPROPRIATE: SHEE.T OF THE Pl.ANS ANO 7Hf nll.E SHEET. 9. ORIGINAL DRAWINGS SHALL B[COME 1H£ PROPERTY OF 1H[ CITY UPON BEING SIGNED er 1H[ CITY E:NGINU:R. 10. 1Hf ORIGINAL DRA'WING SHALL BE: RE.\IISED ro RUlECT AS-BUILT CONOITIONS BY 1HE: £NG/NEER-OF-WORK PRIOR TO FINAL ACCEPTANCE: Of !Hf WORK BY THE: CITY. 11. ACCfSS FOR nRE AND 01HER £MERGENCY VE:HIC/.£S SHALL BE MAINTAINED TO THE: PROJfCT SIT£ AT ALL nM[S DURING CONSTRUCnON. 12. WHERE TRENCHES ARE Wl1H/N CITY EASEMENTS, A SOILS REPORT COMPRISED Of: (A) SUMMARY SHEET, (8) 1.ABORA TORY WORK SHffTS ANO (C) COMPACnON CURVES, SHALL BE SUBMITTE:D BY A PROffSSIONAL [NG/NEER OF 1HE STA TE: Of CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN 1HE: FlaD Of APPUEO SOILS MECHANICS. 1H£ SOILS REPORT WILL BE: SUBMITTE:D TO 1HE CITY ENGINEERING INSPE.CTOR '1,11H/N TWO (2) WORKING DAYS OF !HF: COMPLF:TTON OF FIELO TESTS. 1J. A SOILS COMPACnON REPORT ANO COMPUANCE VE:RIFICA noN RE.GARDING ADHERENCE: TO RECOMMENDA noNS OUll.lNED IN !Hf SOILS REPORT IS REQUIR[() PRIOR ro TH£ ISSUANCE: OF A BUILDING P£RMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECnON OF A PROF£SS/ONAL [NG/NE£R OF THE: STATE: OF CAUFORNIA PRINCIPALLY DOING BUSINESS IN TH[ Fla[) OF APPUED SOILS ME.CHAN/CS. ALL FILL OR FUIURE nLL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE: '1,11H )}If CITY OF CARLSBAD STANDARD SPEClnCA noNS AND 1H£ "£AR1HWORK SPE.ClnCA nONs" A ITACHED TO THE PR£UMINARY SOILS IN'v£SnGA noN. DAILY FlaD COMPACnON REPORTS WILL BE SUBM/TTE[) TO mE PROJfCT INSPECTOR. 14. A PR£CONSTRUCnON MffnNG SHALL Bf HELD AT 1HE SITE: PRIOR TO 1H£ BEGINNING Of l\l2RK AND SHALL 8£ AT/ENDED BY ALL R£PRES£NTAVVE$ RESPONS/81£ FOR CONSTRucnoN, /NSP£CnON, SUPERVISION, TESnNG AND ALL 01HER ASPEC1S OF 1H[ WORK. 1H[ CONTRACTOR SHALL SCH£DULE n-lE MffnNG n-lROUGH THE: P£RMIT ctERK (760-602-2780 EXT. 7302) AT LEAST n'vf (5) WORKING DAYS PRIOR TO STARnNG CONSTRUCnON. APPROVED DRAMNGS MUST BE: AVAIi.ABLE: PRIOR TO SCH£0UUNG. 1HE GRADING PERMIT Vt7Ll Bf PRO\IIDED BY 1HE PROJECT INSPECTOR AT 1HE: MEE:nNG. "· ALL INSP[CnON R[QU[STS On-l[R 1HAN FOR PRECONSTRUCnON MEETING MLL Bf MADE: er CAIi /NG THC £NGINFfR/NG 24 @18 INSPECWN 8FC/V£ST I IN£ AT (760) 4.JB-3891, INSPfCDQN REQUESTS MUST Bf 8[C[l't(Q PRIOR TQ 2:00 e1.1. ON 1Hf DAY 8EFORE 1Hf INSP[CnON IS NEEDED. INSPECnONS WILL BE MADE THE N[XT WORK DA y UNLESS YOU REQUEST 01HERWISE. REQUESTS MAD£ AFTE:R 2: 00 P.M. WILL BE: SCH£DULED FOR TWO (2) FULL fl(}RK DAYS I.ATER. 18. THE OWNER AND/OR APPLICANT 1HROUGH 1HE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFE.TY DEVICES. /NctUDING SHORING, ANO SHALL Bf sot.a y RE.SPONSIBLE FOR CONFORMING ro ALL LOCAL. STA TE ANO Ff:OERAL SAFETY AND HEAL 1H STANDARDS. I.A WS AND REGULA nONS. 17. THE CONTRACTOR SHALL CONFORM ro LABOR COO[ S£CnON 610, BY SUBMlmNG A DETAIL Pl.AN TO Tl-If CITY £NG/NE£R AND/OR CONCERNED AGENCY SHO'WING 1HE D£SIGN OF SHORING, BRACING SI.OPING OR 01HER PROVISIONS TO 8£ MADE: OF WORKER PROTECOON FROM 1HE HAZARD OF CA \JING GROUND DURING )}If £XCA VA noN OF SUCH TRE.NCH OR TRENCHES OR DURING 1HE PIPE INSTALLA nON THE.REIN. 1HIS Pl.AN MUST BE PREPARED FOR ALL TRENCHES nVE: ITTT (5') OR MORE IN [)[P1H AND APPROVE:D BY 1HE CITY £NG/NEER AND/OR CONCERN[[) AGENCY PRIOR TO £XCAVA noN. IF 1H[ Pl.AN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABUSHED BY 1HE: CONSTRUCnON SAFE.TY ORDERS. T/11.f 8 CAIIFORNIA AQMINISTRADYE CQDf. 17-IE Pl.AN SHALL Bf PRfPARfQ BY A R£GIS[[R[D ENGINEER AT 1HE: CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVAnON PERMIT MUST BE SUBMITTED TO 1HE INSPECTOR PRIOR TO EXCAVAnON. 18. NO 81.ASnNG SHALL BE PERFORMED UNnL A VALi[) 81.ASnNG PERMIT HAS BEEN OBTAINED FROM 1HE CITY Of CARLSBAD. SUBMIT APPUCA noN FOR BLASnNG PERMIT 11£1.L IN ADVANCE Of 1HE SCHEWUNG OF BtASnNG OPERA noNS. 19. IF ANY ARCHAEOLOGICAL R£SOURCE:S ARE DISCOVER£[) '1,11HIN ANY WORK AREA DURING CONSTRUCTION, OPERA noNS MLL CE:ASE IMMEDIA m Y, AND TH[ PERM/TT£[ WILL NOnFY 1HE CITY £NGIN££R. OPERA noNS WILL NOT RESTART UNnL 1HE PERM/TTE:[ HAS RECEIVED WR/mN AU1HORITY FROM THE: CITY ENGINEER TO DO SO. 20. ALL OPERA TTONS CONDUCTED ON 1HE SITE: OR AOJACENT THERETO, INC/.UD/NG WARMING UP, REPAIR, ARRIVAL. DEPAR7URE: OR OPERATION OF TRUCKS. EAR1HMOVING £QU/PME:NT, CONSTRUCnON EQUIPMENT AND ANY 01HER ASSOC/A TED GRADING EQUIPMENT SHALL BE UM/TED TO 1HE PERIOD BE.TYffN 7: 00 A.M. ANO SUNSET EACH OA Y, MONDAY 1HRU FRIDAY AND NO EAR1HMOVING OR GRADING OPERA noNS SHALL BE CONDUCT£[) ON ltf:EKE.NDS OR HOLIDAYS. (A UST OF CITY HOLIDAYS IS AVAIi.ABLE AT 7Hf £NG/NEERING DEPARTMENT COUNTER.) BENCIIMARK OeSCRIPT!ON: BRASS {)/'.ii{ IN CONCRETG IN A 5TANOAH/J SURVEY WELL ON C0/T/;Rl1Nfi OF !L CAMINO REAL (.OCATI0N: COlJNT'I OF SAN 0/EGO BENCYMARK DESIGNATION NO. R1800 28818'1 EC EiEVAi!ON: 3ft4(17 H.SL f)A7/JM:_--'N."'.~G,_V.""a..,,z'-'-q ___ _ T:\[ngr\2407\PA12\grd\2407 12yrJG2dwg ~2/'1/2004 :128:17 AM PST GRADING NOTES (cont.) 21. ALL OFF-SITE: HAUL ROUTES SHALL BE SUBMITTE:O BY 1HE CONTRACTOR TO THE CITY ENG/NffR FOR APPROVAL TWO (2) FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. . 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE: DEPOSITED AT, A SITE APPROVE:D BY TH£ CITY ENGINEER. THE CONTRACTOR SHALL BE: RE:SPONSIB'-E FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG 1Hf HAUL ROUTES OR ADJACENT STREE1S AS A RESULT OF 1H[ GRADING OP£RA noN. 2J. BRUSH SHALL BE REMOVED OM. Y WITHIN THE AREA TO BE GRADED. NO TRffS ARE 10 8£ R£MOVE:[) UNL[SS SPEC!nCALL Y NOTED ON TH[ PLAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING R[SUL nNG IN mr PONDING OF WATER IS NOT P[RMITTED. ALL [ARn-lEN SWALES ANO DITCH[S SHALL HA VE: A MINIMUM ONE PERCENT SI.Of'[. 25. 1H£SE Pt.ANS AR£ SUBJfCT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. [ROS/ON CONTROL SHALL BE AS SHO'M'I ANO AS APPROVE[) BY 1HE CITY £NG/NEER OR AS DIRECTED er 1H[ PROJfCT INSPECTOR. 26. ALL $1.0P[S SHALL BE: TRIMMED ro A nNISH GRADE TO PRODUCE: A UNIFORM SURFACE ANO CROSS SECnON. THE SITE SHALL BE lEFT IN A N£AT AN[) ORDERLY CONDmON. ALL STONES. ROOTS OR 01HER DEBRIS SHALL iJ[ R[MOVED AND DISPOSED OF AT A SITE: APPROVED OF BY mE CITY ENG/NffR. 27. ALL SI.OPES SHALL BE /RR/GA TED, STABIUZEO, Pl.ANTE:[) AND/OR HYDROSEEDED Vt1n-l/N TfN (,o) DAYS OF n-1[ TIM£ 'MiEN EACH SLOP£ IS BROUGHT ro GRADE AS SHOWN ON THE APPRO'vfD GRADING PLANS. 2/J. LANDSCAPING SHALL BE ACCOMPUSHED oN ALL SLOPES ANO PADS AS REQUIRED iJY THE CITY OF CARLSBAD LANDSCAPE: MANUAi.. THE LANDSCAPING PLANS FOR 7HIS PROJfCT, DRAWING NO. 400-8N, AND/OR AS DIRECTED BY 1H[ CITY £NG/NE£R OR Pt.ANNING DIRECTOR. 2!1. 1HE: OWNER/APPUCANT SHALL INSURE: 1HAT ALL CONTRACTORS SHALL COORDINATE THE WORK Of 1HESE GRADING PLANS 1rl1H 1HAT SHOWN ON BOTH TH[ LANDSCAPE AND /RR/GA nON Pl.ANS ANO 11-1£ IMPROVE:M£NT Pl.ANS AS REQUIRED FOR THIS WORK IN ACCORDANCE: v.711-1 n-lE LANDSCAPE MANUAL nME REQUIR£MENTS. 3ll STORM DRAIN PIPE SHALL Bf R£/NFORCED CONCRE.TE: PIPE '1,11H A MINIMUM D-LOAO Of 1,350 OR ASBE:STOS CEMENT PIPE MIH A MINIMUM D-LOAO Of 2,000. FOR PR/VA 1l STORM ORA/NS, P/P£S UP TO 15" PVC MAY Bl U111.JZE/J PRO\IIDEO DEPTH IS LESS THAN 1' FEET AND BACKFILLED '1,17}1 J/4" ROCK PER SORS[) S-4 TYPC "C-AN/) PIP( ME[T$ AS1M STANDARD JOJ4 FOR SOR J, SOLID WALL PIPE. 31. WHERE AN EXISnNG PIPE UN[ IS TO 8£ ABANDONED AS II RESULT Of 1HE GRADING OP£RA nON, IT SHALL BE R£M0',,[0 Wl1HIN TMNTY ITTT OF BUILDING OR STREET AREAS AND REPI.AC[/) '1111H PROPERLY COMPACTED SOILS. IN OTHER AR[AS, THE PIPE MLL 8£ PLUGGED Wl1H CONCRE.T£ OR REMOVED AS APPROVE[) BY THE CITY ENGINEER. 32. 1H[ CONTRACTOR SHALL V£R/FY THE LOCAnON OF ALL [XISnNG FACILinES (ABO'v£ GROUND AND UNDER GROUND) v.711-1/N 1HE PROJECT SIT£ SUFFICl[Nll. y AHEAD OF GRADING TO PERMIT 11-1£ RE\IISION OF THE GRADING Pt.ANS IF IT IS FOUND THAT 1HE ACTUAL LOCA noNS ARE IN GONnJCT v.711-1 n-lf PROPOSED WORK. JJ. 7H[ CONTRACTOR SHALL NOnFY AFFECTE:D unuTY COMPANIES (SEE BaoW) AT LE.AST TWO (2) FULL WORKING DAYS PRIOR TO STARTING GRAOING NE.AR THEIR FAC/Un[S AND SHALL COORDINATE 1H[ WORK Wl1H A COMPANY REPRESENTAnVE. UNDERGROUND SERV/Cf ALERT (BOO) 422-4133 SDG&£ (800) 660-7343 SBC (800) 892-012J ADEi.PH/A CABLEVISION (760) 438-7741 COX COMMUN/CA nONs (760) 8015-9809 CITY OF CARLSBAD (STREETS ANO STORM DRAIN) (760) 434-2980 • CITY Of CARLSBAD (SE11£R, WA /ER & RECLAIMED WATER) (760) 438-2722 • SAN D/£GU/TO WATER DISTRICT (760) 633-2650 • LEUCADIA WAS/EWA TER DISTRICT (760) 753-0155 • VALLECITOS WATER DISTRICT (760) 744-0460 • OUVE:NHAIN WATE:R DISTRICT (760) 75J-li466 • BUENA SAN/TAnON DISTRICT (760) 726-1340 • AS APPROPRIA T£ 34. PERMIT COMPUANCE: REQU/REMEN TS: A. FOR CONTROLLEO GRADING-THE APPUCANT HIR£S A C/\IIL ENG/N£ER, SOILS £NG/NffR, AND/OR GfOI.OG/ST 10 Gl'v£ TECHNICAL ADVICE:, OBSERVE AND CONTROL 1HE WORK IN PROGRESS {15.16.120A.8./ CARLSBAO MUNICIPAL COO[. 8. PRIOR TO F1NAL APPROVAL OF A GffADING PERMIT-THE FOLLOWING REPOR1S MUST BE: SUBMITTED TO n-lE CITY ENG/NE£R \IIA n-lE PROJfCT INSPECTOR {15.115.120A.IOJ CARLSBAD MUNICIPAL COD[: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA nNG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOP[ PLANnNG AND /RR/GA noN AR£ INSTALL[[) IN CONFORMANCE W/1H CITY CODE AND n-1[ APPROVE:[) PLANS (OBTAIN SAMPLE: OF COMPLIANCE: LETTER FROM CITY £NG/NEER DEPARThlEN1). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM 1HE SOILS ENGINEER, WHICH INctUD[S RECOMMENDED SOIL BEARING CAPAClnES, A STATEMENT AS TO mE EXPANSIVE: QUAUTY OF 1HE: SOIi.. ANO SUMMARIES OF nao AND LABORATORY TESTS. )}If REPORT SHALL ALSO /NCI.UDE: A STA T£M£NT BY 1HE SOILS ENGINEER 1HAT THE GRADING WAS OON£ IN ACCORDANCE Vt11H THE: REQUIREMENTS AND RECOMMENDA noNS OUll.lN[O IN TH[ PREUMINARY SOILS REPORT AND ANY SUPPLEM£N1S n-lER[TO. (4) REPORT M1H AS-BUILT GfOLDGIC Pl.AN, IF REOUIR[[) BY TH£ CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED Wl1HIN ONE (1) 'r'£AR N'TER 11-1£ CITY £NG/NEER"S APPROVAL. THESE PLANS MAY iJE RE.QUIRED TO BE R£SUBMITTE:D FOR PI.ANCHfCK. PI.ANCHfCK FE£S MLL BE REQUIRED FOR ANY SUCH RECHECK. 315. THE: SOILS R£PORT nil.ED 'SUPPLEMENTAi GfOTECHN/CAL INVESnGAnON FOR MASS GRADING, BRESSI RANCH, CARLs&AD, CA' PREPARED BY: LEIGHTON & ASSOC/A TES. INC. DA TED: MARCH 14, 2001 SHALL BE CONSIDER£[) AS A PART OF 1HIS GRADING PLAN. ALL GRADING SHALL BE DONE: IN ACCORDANCE '11111-1 TH[ RECOMM£NDknONS AND SP[C/nCA nONS CONTAINED IN SAID SOIL REPORTS. HYDROLOGY REPORT HYDROLOGY/HYDRAULIC S7UDY FOR 7HIS PROJECT HAS BffN PREPARED BY PROJECT DESIGN CONSULTANTS. THE REPORT IS n7l.ED 'DRAINAGE STUDY FOR BRESSI RANCH, Pt.ANNING AREA 6-10 & 12. • AIR OUALfTY NOTES f. ALL GRADING SHALL BE DONE IN COMPLIANCE: M 1H SOAPCD AND CARB STANDARDS AND REQU/R£M£NTS AND OUST CONTRQ STANDARDS IN nn.E: 24 OF 1HE CAIJFORNIA ADMINISTRA [ION CODE R/W I i 13' I I I I I I I I 2x JO' I' ---- 2:it ~ .. ,., .. 60' R/W J4• 30' I 1J' : t I I I I I 1' I I • ?X ~, --±1.5' ±1.5' 2. WA TE.RING Of 7Hf GRADING SITE: SHALL TAKE Pl.ACE: BEFORE AND DURING GRADING OPERA noN ro MIN/Mil£ DUST GENERA OON. A WATER TRUCK SHALL BE REQUIRED TO 8£ ON SITE: AT ALL nMfS TO !Hf SATISFACTION Of !Hf CITY £NG/NEER. '----PROPOSED S71?E£T SUBGRADE: UNDERCUT PU8LJC PROPOSED LOCAL STREET 0 PROJECTDESIGNCONSULTANTS trANNING • BNvnDIMBNTAL • .BNcllNBl!RINO • SVllVEr/Offl 101 B Street. Suite 800, San Uiego, CA 92101 619-23S-6471 FAX 619-234-0349 PLUMER/A DRIVE, PAlMfTTO DRl'vf, LIVE: OAKS DRIVE, ARCHES WAY. ASCOT A VE:NU£ (NO SIDEWALK ON soum SIDE) TYPICAL SECnON NO SCALE "AS BUILT" RCE 4t 1f7/ f1•z.t,t11 DATE SPECIAL NOTES 1HE FOLLOWING NOTES ARE: PROVIDED ro GIVE DIRECnONS TO 1H[ CONTRACTOR BY 1H[ ENGINEER OF fl(}RK. !Hf CITY £NGINffRS SIGNA7URE ON 1H£SE Pl.ANS DOES NOT CONSnTUTE APPROVAL OF ANY OF 1H£SE NOTES AND THE CITY Vt1LL NOT Bf RESPONSIBLE: FOR 1HEIR ENFORCEM£N T. ,. !Hf LOCAnON OF EXISTING unUTlfS AR£ BASED ON AVAILABLE RECORD INFORMAnON. CONTRACTOR SHALL VE:RIFY 1HE LOCAnON AND ELEVA noN OF ALL E:X/STING FACIUnES (ABO'vfGROUNO AND UNDERGROUND) '1,11H/N THE PRMCT SITE. THIS WORK SHALL BE P[RFORMED sumc/ENII. y AHE.AO OF CONSTRUCnON TO P£RMIT CITY APPROVAL R[VISIONS TO THE: CONSTRUCTTON Pl.ANS IF AC7UAL LOCAnONs ARE FOUND TO BE IN CONnlCT Wl11-I n-1[ PROPOSED fl(}RK. CONTRACTOR SHALL NOnFY ENGINEER Of WORK Of ANY CONnJCTS OR ANY On-lER ununES ENCOUNTERED PRIOR TO PROCEEDING W/1H CONSTRUCnON. 2. A mNnON IS CALLED TO 1HE POSSIBLE: E:XISTfNGE OF OTHER unuTY FACIUn£s OR STRUCTURES NOT SHOWN OR IN A LOCA nON DIFFERENT FROM 1HAT SHOWN ON 1HE: PLANS. CONTRACTOR SHALL TAKE: PRECAUnONARY MEASURES TO PROTECT 1HE UTIIJTY UNES SHO'M'I AND ANY 01HER UNES NOT OF RECORD OR NOT SHOWN ON 11-IE:SE PLANS. ANY PA VE:MENT OR OTHER £XISTTNG SURFACE IMPROVE:ME.NTS DAMAGED BY CONTRACTOR SHALL Bf REPLACED AS REQUIRED BY THE: CITY OF CARLSBAD ENGINEERING DEP ARThlENT. 3. SAFE.TY PRECAUnONS ANO AD[QUATE: BARRICADING TO BE: IN FORCE: BY 1HE CONTRACTOR AT ALL nMES. NE/1HER TH[ OWNER NOR 1HE £NG/NEER OF WORK WILL ENFORCE: SAFETY MEASURES OR REGULA noNS. )}If CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY 0£\IICE:S. INC/.UDING SHORING, AND SHALL BE: sot.a Y R£SPONS/8Lf FOR CONFORMING TO ALL LOCAL. STA TE AND FEDERAL SAFETY AND HEAL 11-1 STANDARDS, LAWS AND REGULATIONS. 4. ALL LENG1HS AND DISTANCES FOR IMPROVE:MENTS SHOWN ON 1HE:SE: PLANS ARE MEASURED IN A HORIZONTAL PUWE:. 5. 7H£ DISPOSAL OF ANY ASBESTOS C£MENT PIPE SHALL BE IN COMPLIANCE: '1111H ALL GURRE.NT LOCAL. STA TE: AND FEDERAL REGULA noNS. 6. )}If "WORK TO BE: DONE:" SECnON ON mis SHffT LISTS THE STANDARD SPEClnCAnONS AND DRAMNGS USED DURING 1HE IMPRO'vfMENT PLAN/ GRADING Pl.AN DESIGN. 1HES£ PLANS HAVE BEEN PREPARED IN ACCOROANCE: M1H n-lE CURRENT EDlnONS OF THE STANDARD SPEClnCAnONS AND DRAMNGS IN EFFECT ON 1HE DAT£ OF THE: S/GNAIUR[ BY )}If [NG/NffR Of WORK. l. IF 1HE IMPROVE:MENTS SHOWN ON 1HIS PLAN HAVE: NOT 8£EN CONSTRUCTED AND ACCE.PTED BY THE CITY '11111-IIN TWO (2) l'EARS OF n-lf DA TC OF PLAN APPROVAL BY 1Hl CITY ENG/NffR, 1H£SC Pt.ANS MLl 8£ SUBJfCT TO Rf\1/EW BY THE CITY'S ENGINEER/NG DIVISION FOR CONFORMANCE '1,11H CURRENT CITY STANDARDS. POLICIES ANO/OR AODlnONAL R£QUIR£MENTS. IJ. AN AS-BUILT DRAWING SHALL BE SUBMITTE:O FOR ALL PROJECT IMPROVE:MENTS PRIOR TO ACCEPTANCE: OF SAID IMPRO'vfMENTS. 9. THE: ENGINEER-OF-WORK SHALL BE: NonnED WHEN CONSTRUCnON COMMENCES. 10. )}If CONTRACTOR SHALL OBTAIN AN EXCAVAnON PERMIT FRO/./ !Hf D/\1/SION Of INDUSTRIAL SAFETY BEFORE: ANY £XCAVAnON ANO PRO\IIDE PROOF OF OSHA NOnFICAnONS AND SHALL ADHERE TO ALL PRO\IISIONS OF 1H£ STATE OF CALIFORNIA CONSTRUCnON SAFETY ORDERS. "· IMPORTED nu MATERIAL SHALL BE OBTAINED FRO/./ A LEGAL SITE. 12. ALL CUT AND nLL SLOP£S SHALL B[ Pl.ANTED Vt71H A MIX7URE: OF TREES. SHRUBS, AND GROUND CO\.£R TO CONTROL £ROS/ON. SLOPE LANDSCAPING SHALL Bf INSTALLED FOR PERPETUAL MAINTENANCE: OF THE: PLANT /JFE USED FOR SLOPE: STAB/LIZA TION. 13. DUST CONTROL MEASURES. SUCH AS !Hf PERIODIC f'lfmNG DOWN OF 1HE BARE AND [XPOSE.D AREAS. SHALL Bf unLIZED AT ALL nMES DURING CONSTRUCnON TO 1HE SA nSFACnON OF THE: PUBLIC WORKS AND/OR BUILDING INSPECTORS. 14. ALL MAJORS SLOPES SHALL BE ROUNDED INTO EXISnNG SLOPES TO PRODUCE A CONTOURED TRANSITION FROM GUT OR nLL FACE:$ TO NA 7URAL GROUND AND ABUmNG CUT OR FILL SLOPES. 15. 1HE: CONTRACTOR AGR££S 1HAT Hf SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDlnONS DURING 1HE COURSE: OF CONSTRUCnON OF mis PROJECr. INC/.UD/NG mr SAFETY OF ALL PERSONS AND PROPERTY. 1HIS R£QU/R£MENT SHALL APPLY CONTTNUALLY AND NOT BE UM/TED TO NORMAL fl(}RKING HOURS. 1HE CONTRACTOR SHALL DffFND, INDEMNITY AND HOLD n-lE O'lrNER, 1H£ ENGINEER AND n-1[ CITY HARMLESS FROM ANY ANO ALL UABIUTY, RE.AL OR ALLEGE:D, IN CONNECnON Vt71H n-lE PERFORMANCE OF WRK ON n-115 PROJECT EXCEPTING FOR UABILITY ARISING FROM 1HE SOLE: NEGLIGENCE: Of 1HE O'lrNER, ENGINEER OR Cl TY. 16. ALL EXISTTNG FE:A 7UR[S AND STRUC7URES IN CONnlCT '1,111-I THESE PLANS SHALL Bf RELOCATED OR R£MOVED AT !Hf CONTRACTOR'S EXPENSE:. MANHQ£S SHALL BE: ADJUST[[) TO FINISHED GRADE 17. MINIMUM 907' COMPACnON rs REQUIRED IN ALL ON-SIT£ FILL AREAS W/1H A MINIMUM OF 95:it COMPACnON SIX INCHES (6") BELOW SUBGRADE. 18. ALL PROJfCT IMPROVE:MENTS SHOWN ON 1H£SE IMPROVEMENT Pl.ANS SHALL BE CONSTRUCTED TO THE SA nSFACnON OF THE PUBLIC WORKS DIRECTOR PRIOR TO ACCEPTANCE 19. NO PRIVATE: IRRIGAnON MAINS OR CONTROL VALVES SHALL BE AUOf'lfD Vt71HIN 1HE PUBI.IC RIGHT-Of-WAY. 20. 1HE CONTRACTOR SHALL B[ RESPONSIBLE: FOR !Hf INSTALi.A noN, RaOCA noN OR REPI.ACE:M£NT Of All STRIPING, SIGNING OR TRAFFIC DETECTOR LOOPS AS REQUIRED BY 1HE: PUBLIC WORKS DIRECTOR. 21. A TRAmc CONTROL Pl.AN, INC/.UD/NG TH[ I.A YOUT OF CONSTRUCnON WARNING AND DETOUR SIGNS. SHALL BE: SUBMITTE:D TO THE PUBI.IC WORKS DEPARTMENT FOR APPROVAL A MINIMUM Of 72 HOURS PRIOR TO n-lE: COMMENCEMENT OF CONSTRUCnON. 22. FOR STREET TR£ES, IRR/GAnON AND LANDSCAPING IN PUBUC RIGHT-OF-WAY ALONG CT-02-14 PROPERTY FRONTAGE. SEE THE APPROPRIA T£ LANDSCAPE AND /RR/GA noN PLANS D ll'G. NO. XXX-fK. 23. 1Hf EXCAVATOR SHALL CARETULL Y HANO DIG M1HIN 2-FEE:T OF n-lE NATURAL GAS TRANSMISSION UNE 24. NO PO'ttf:R OPERATED EQUIPMENT SHALL Bf ALLO'ttf:D MlHIN 2-FEE:T OF ANY PORTTON Of TH[ NA IURAL GAS TRANSMISSION UNE. 25. IF ANY CONTACT OF THE PIPE IS MADE, [VEEN IF !HER£ IS NO \IIS/BLf DAMAGE. !Hf CONTACT AREA MUST BE IMMWIATELY INSPECTED BY AN SDG&:E 'MlDING INSPECTOR. 1HIS MAY SIGN/FICANII. Y DEi.A Y YOUR JOB IF SHORING OR 01HER SAFETY PRECAUnONS ARE NEED[[) TO ALLOW THE INSPECnON. 26. TO ARRANGE FOR GAS TRANSMISSION MARK OUT AND STANDBY, CALL USA (800) 227-2600. I SHZT I CITY OF CARLSBAD I SH7TS I DATE INITIAL .NGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTI-IER APPROVAl DATE INITIAL CITY APPROVAL ENGINEERING DEPARTMENT GRADING AND EROSION CONTROL PLANS FOR: BRESSI RANCH PLANNING AREA 12 ~D: LLOYD B. HUBBSdY' .;6 EXPIR~:-31-05 ,./7~.e.,~ -/'·· '7' , / OWN BY: PROJECT NO. DRAWING NO. CHKD BY~ CT 02-14 413-2A RVWD BY: · JN. 2401.12 051004 !I 1 C • ~ I\) G") 9. ,I::. : 1 --.J .... w I I I\) l> • • j /'I 2l'OJ'08" 17.1()' -------------------------- -------------------------------- 0 20 40 P NIN ARE'A 8 NOA ~ "" /'I j '04'06 4,50' 8ENCII MARK 0€5CRLPT/Of,/: B/!A'$f/ /)(51{ IN CONCRE'!li IN A 5TANOARO SIIRVf.Y WEIL ON 80 1 0 CfMTE!?l!IIE OF El CAMINO REAL LOCATf(IN: COWJN OF' SAN OIE00 !3ENCIIMiRK DfflmlATION NQ, Rf80() 288+8'1 EC HEVAT/01.J: aff.407 H.SL. T•\Engr\2407\P~12\grcl\2L0712grclC3.clw;i 01/26/20)4 01•44 29 PM 0 ST PROJECTDESIGNCONSULTANTS PlANNrNO • BNvnoiMBNTAL • l!NolN!!lli!INo • SUIM!Y/Cll'S 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGORY SHIElD5. .~r. 42951 D,'.1£ REGISlRAllON DESIGNED EXPIRES 03-31-0-4 B~ 2.-,2-ov SURVEY RM\¥. M. ~1. "' ~ -'-" No. 42951 \t Exp. 0J-31-04 VI\. Cl\\. SEESHEET4 "AS BUILT" I I. I ' ' o/ ; I i I ACC£5:, EA5EMf./lT fflO~-foe, , I 0/ RtiCOR!JEO ____ _ I 397.35' 122.6 \ . I / I d/ , I I I I I.JI I . f ' , / . ,j ,, ' // / / .·I I , if ,i ' ,;/.-' I I JI/ ' j_ )' I. ,/' '! .' j , / .'/ : j '--+-+81,.ADW SWALf f'ER . OW,NO. 400--IJA I t,a aE RD.lo'rf:p ,,1, ' "''" \-~:) \ ,_.:., I I / i \ l---+---+--------------t----t----t----t--7lsH3EETl.___c_1TY __ o_F_c_A_R_L_s_s_A_o_lsHE1E~I ENGINEERING DEPARTMENT GRADING PLANS FOR: BRESSI RANCH PLANNING AREA 12 PROJECT NO. DRAWING NO. CT 02-14 413-2A J.N. 24~1.12 . (. 05\COi P.C.C. SPt..ASH WALL L=2o' (J,250 PSI) ,,,. D NO SCALE: NOTf: use J8' 'MDE DITCH, A= I II~ 8= 12", UNLESS OTHER'Mst NOTfD ON Pl.AN. f,\Engr\2407\PA12\grci\2407.l2gr!104 :Jwg 03/15/2)04 07,02,51 A~ PS" 80 I 0 ELEVATION: 81/,40711.S.L. PROJECTDPSIGN CoNSVLTAN18 l'ININNf • ~ • .BloNBmuNo • SllKIIBrl'ClPS 701 B Strect, Suite 800, San Diego, CA 92101 619-233-6471 FAX 619-2J4-0J49 DA lE RECISlRA 110N EXPIRES OJ--Jl-04 1,-1,-.o'f ll£SIGH!]) Bl': p~ R[\l[1f SIJR'IEl' REW:it "' ,J> ~ No. 42951 ct: Exp. 03-31-04 c1v11. OF CAI. 8EE8HEET3 Fl 00 T 138.79 24 R<;i> Fl WT 138.20 (10" PVC MOO.. STRAIGHT HEADWALL PER D-31 TOP 139.94 FL 138:/1 · VARIES I MIN. PAD E!EV Ct.ASS 2 Pf:RMEA8LE FIL 7ER . MATERIAL (SEE GRAVA llON) ; 4• PERFORA TEO PIPE , (SEE NOT£ NO. J) CONNECT ! NEAREST DRAIN , VARIES I' MIN. PAO El.EV ALTER FABRIC (SEE NOlf: 4) 1/4 TO 1/2 INCH SIZE GRA WRAPPED IN FILTER FABRIC • WA TERPFIOORNG OF THE WALLS IS NOT UNDER PURVIEW OF THE GEOTECHNICAl ENG/NEEF/. • ALL DRAINS SHOUt.O HA I£ A GRADIENT OF t PERCENT MINIMUM. • OOnET PORllON OF THE SUBDFIAIN SHOOLO HA I£ ,I 4-INCH DIAMETER SOI.ID PIPE DISCHARGED INTO A SUITABLE DISPOSAL AREA DES/NGEO BY THE PFl<M.CT ENGINE[R. THE SUBDFIA/N PIPE SHOIJLD BE ACCESS/Bl£ FOR MAINTENANCE (RODDING) • OTH[R SUBDFIAIN BACKRLl OPllONS ARE SUB£CT TO THE REVIEW BY THE GEOTECHNICAL ENG/NEEF/ ANO MOD/RCA llON OF DESIGN PARAMETERS. 1----t--+--------------f--+--l---+-~ ~' S=HiEE=T ::.:I ==C=l=TY==O=F==C=A=R=L=S=B=A=D==:.'.'=SH=E7E=T~S:i ,--, ENGINEERING DEP ARTulEN T GRADING PLANS FOR: "AS BUILT" R ~EWf.D BY: ~µ !0-/0-06 fPC AS·Nlt-T 11 /18/o4 DC &-DDf:D RE1111N1'1r. "IALJ.S DA TE INITIAL GINEER Of \'/ORK RE'v1SION DESCRIPTION BRESS/ RANCH PLANNING AREA 12 :; L EXPIRES 12-31-05 _.-,1 '{"/~ 'I DATE INITIAL g~0BJ~: 00) OlHER APPROVA CITY APPROVAL RVWD BY, C-W PROJECT NO. CT 02-14 DRAWING NO. 413-2A J.N. 2407./I t __ _ .,:::-, -4 (..J I I\) l> EROSION CONTROL NOTES: I. IN CASE" [ME.RGENCY WORK IS RE.OUIREO, CONTACT Jllrl UR81NA AT (760} 715-7712 (CfUut.AR) OR KRISTINE ZORTMAN OF l.£NNAR HOMES AT (760} 918-7765. 2. EQUIPMENT ANO 'wORKERS FOR EMERGENCY 'wORK SHALL Bl MAO£ A VAILABlI AT ALL TIMES DURING 111£ RAINY SEASON. ALL NECESSARY MA TE.RIALS SHALL Bl STOCKPH.£0 ON SITE AT CONVEN/£NT LOCAT/ONS TO FACIUrATE RAPID CONSTRUCT/ON OF TEMPORARY 0£VICES 'MIEN RA/1'/ IS IMMINENr. J. 0£VICES SHO'M'I ON Pl.ANS SHALL NOT BE MO'-fO OR MOD/RED Ill 1110U T THE APPROVAL Of 111£ ENGINEERING /NSP[CTOR. 4-. 111£ CONTRACTOR SHALL RESTORE ALL EROSION CONTROC 0£VICES TO WORKING ORDER TO 11-1£ SA 1/SFACTlON OF Tl-IE CITY ENGINEER AFTER EACH RUN-OFF' PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROi. MEASURES AS MAY BE REOUIREO 8Y Tl-IE CITY ENG/NEE/I DUE TO UNCOMPILTEO GRADING CY'ERA TIONS 011 UNFORE.SEEN CIRCUMSTANCES 'Ml/CH MAY ARISE. 5. THE CONTRACTOR SHALL 8£ RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAUT/ONS TO PREVENT PU8UC 7/?ESPASS ONTO AREAS 'MIERE IMPOUNDED WA TE.RS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROi. MEASURES PROWOED PEil 11-1£ APPRO'-fD GRADING Pl.AN SHALL BE /NCORPORA TEO HERE.ON. 11 GRADED AREAS AROUND Tl/£ PR0£CT PERIMETER MUST DRAIN AWAY FRO/I Tl/£ FACE OF SI.OPE AT Tl-IE CONCI.USION OF EACH WORKING DAY. 9. ALL REMOVABlI PROTECTIVE D£VICES SHO'Mt SHALL fl£ IN Pl.ACE AT THE ENO Of EACH WORKING DAY MIVI 11-IE: RV£ (5) DAY RAIN PROBABRJTY FORE.CAST EXCEED FORTY PERCENT (40:f}. SILT ANO OTI/Ell DEBRIS SHALL BE REMO'-fO AFTER EACH RA/NF ALL 10. ALL GRA 1£1. BAGS SHALL BE BURLAP TYPE lt!Tli 3/4 INCH MIN/MUii AGGRE.GA T[. 1'. SHOULD GERM/NA 7/0N Of HYDROSEEDEO st.OPES FAIL TO PROWDE EHfCTI..C COVfRAGE OF GRADED S/.CY'ES (90:C CO'-fRAGE) PRIOR TO NOVEMBER 1~ Tl-IE: SI.OPES SHALL BE STABILIZED 8Y PUNCHUJ STRAW INSTALLED IN ACCORDANCE l!ITI! SECTION 35.023 OF Tl/£ EROSION AND SEDIMENT CONTROi.. HANDBOOK OF THE DEPARTMENT Of CONSERVATION, STA TE OF CAUFORNIA TEMPORARY EROSION CONTROL PLANT1NG AND /RR/GA T10N NOTES: ALL PERMANENT ANO TEMPORARY EROSION CONTROi. Pl.ANTING ANO /RR/CATION SHALL Bl INSTALLED ANO MAINTAINED AS REQUIRED IN SECT/ON 212 OF Tl/£ STANDARD SPEC/RCA 1/0NS AND THE FOI.LO'MNG: A HYDIIOSEUJING SHALL BE APPLIED TO: I. ALL SI.OPES Tl/AT A/IE GRADED 6: 1 (HORIZONTAL TO "1:RTICAL) OR STEEPE/l 'MIEN TIIEY ARE: a. Tl/REE FEET OR MORE IN HEIGHT ANO ADJACENT TO A PUBUC WALL OR STREE:T. b. ALL st.OPES 4 FEET OR MO/IE IN HEIGHT. 2. AREAS GRADED Fl.A TTER Tl/AN 6: 1 'MIEN ANY OF Tl-IE FOI.LOl!ING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMEN1S(CONSTRUCT/ON OR GENE/lAL LANDSCAPING} lt!T/-1111 60 DAYS OF ROUGH GRADING b. l0£NTIFIEO BY 111£ PARKS ANO RECREATION DIRECTOR AS HIGH!. Y VISIBLE TO Tl/£ PUBLIC. c. HA VE ANY SP[CIAL CONDITION IDENTIRE:0 8Y Tl-IE CITY ENGINITR Tl/AT WARRAIITS IMMEDIATE TIIEA7M[Nr. 8. HYDROSEEOEO ARE.AS SHALL BE IRRIGATED IN ACCORDANCE 1!1711 THE FOI.LOlt!NG C/1/TERIA: I. ALL 51.0PE:S Tl/AT ARE GRADED 6:1 OR STEEPf/1 ANO Tl/AT ARE: a. Tl/REE 10 EIGHT FEET IN HE:IGHT SHALL BE /RR/GA TED BY HANO WA TERJNG F/1011 OUICK COUPLERS/HOS£ 818S 011 A CONVENTIONAL SYSTE/1 Of LOW PREC/PlrA 1/0N 'SPRINKLER HEADS PROWOING 100:C COVfRAGE. b. GREA TEii Tl/AN 8 FEET IN HEIGHT SHALL BE WA TEREO 8Y A CONVENTIONAL SYSTE/J OF LOW PRECIPITA 1/0N SPIIINKLE/1 HEADS PROWOING I 00:C COvf/1AGE. 2. AREAS S/.OPUJ LESS Tl/AN 6: I SHALL BE 1/IRICA TEO AS APPRO'-fO CITY ENG/NITR, PRIOR TO HYDROSEEDING. 11-1[ OEVELOPE/l SHALL SUBMIT A PROPOSED SCHEME TO PROWOE !FIR/GA 1/0N TO Tl-IE CITY ENGINEER. Tl-IE PROPOSAL SHALL BE: SPfCIRC RE.GARDING THE NUMBERS. TYPES .t COSTS OF Tl-IE: filMENTS OF Tl-IE PROPOSED SYSTEM. J. /RR/GA 7/0N SHALL MAINTAIN Tl-IE MO/STU/IE LEI£!. OF Tl-IE SOIL AT THE OPTIMUM LEI£!. FOR Tl-IE GROWT/-1 OF 11-IE HYDROSEEDEO GIIOWTII. C. HYDROSEE[)ING MIX SHALL CONSIST Of ALL OF Tl-IE: FOI.LOlt!NG: 1. SEEO MIX SHALL CONSIST OF NO LESS Tl/AN: a. 20 lb!I. PEIi ACRE OF ROS£ Cl.OVER b. 20 lb!I. PEil ACRE: OF ZORRO FESCUE c. J tbs. PEIi AC/IE OF £ SCHOO. CIA CAUFORNIA d. 4 lbs. PER ACRE: OF ACIIILlEA MILLEFOI.JA e. J lbs. PER ACRE OF AL YSSU/1 (CARPET OF SNOw) f. 1/2 lb. PEIi ACRE OF DIMORPHOI.ECA g. ITEMS c,d,e, ANO f OF 1111S SUBSECTION MAY BE OMITTED ON . LOCA 1/0NS 'MIERE: Tl-IE AREA BEJNG HYDROSEEDEO IS NOT WSIBlI FRO/I EITI/Ell A PUBl.!C STIIEET OR RESIDENTIAL STRUCTURES. h. /TEii a OF 111/S SU8SECT/ON MUST BE /NOCULA TEO l!ITI! A NITl?OGEN FIXING BACTERIA ANO APPLIED DRY El Tl/Ell 8Y DRILLING OR BROADCASTING BEFORE HYDROSEED!NG. L ALL SEED MATERIALS SHALL BE TRANSPORTED TO Tl-IE JOB SITE IN UNOPENED CONTAINE.RS 111/H THE CAUFORNIA DEPARTMENT OF FOOD ANO AGRICUI.. TUR[ CERT/RCA TION TAG MTACHEO TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDEO TO Tl-IE HYDROSEEO SI.URRY AT 11-IE: DISCRE:TION OF Tl/£ COIITRACTOR. 2. TYPE I MULCH APPLIED AT Tl-IE RA TE OF NO LESS Tl/AN 2000 lb1 PER ACRE:. TYPE 5 MULCH (STRAw) MAY 8£ SUBST/TUTEO, ALL OR PART, FOR HYDRAULICALLY APPLIED RBER MA TE.RIAL 'MIEN STRAW IS USED IT MUST BE ANCHORED TO THE: SLOPE BY MECHANICALLY PUNCHING NO LESS Tl/AN 50:C OF Tl-IE STRAW INTO THE: SOIL J. FERTILIZER CONSIST/NG OF AMMONIUM PHOSPHATE SU/JA TE, 16-20-0, l!ITI! 15:C SW1JR APPUEO AT Tl-IE: RATE Of 500 lb .. PER ACRE:. 0. AREAS TO BE HYDROSEEOED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING 11/E SURFACE TO fl£ Pl.ANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SI.OPES STEEPER Tl/AN 6: 1 b. HAIIRO'MNG AREAS 6: t OR Fl.A TTER Tl/AT A/IE SUFFICIEIITL Y F/1/ABl.£ c. RIPPING AREAS Tl/AT lt!LL NOT BREAK UP USING ITEMS a OR b ABO',£, 2. CONDITIONING Tl-IE SOILS SO 11-IAT IT IS SUITAEJI.£ FOR Pl.ANTING BY: a. AO.AJSTING Tl-IE SURFACE SOit MO/STU/IE TO PROWDE A DAMP BUT NOT SA TURA TEO SEED BED. b. Tl-IE ADDITION OF SOIL AMENDMENTS. PH AD.AJS7MENT, LEACHING OR COVERING SAUNE SOILS TO PIIOWDEO VIABLE CONDIT/ONS FOR GROWTII. E. HYDIIOSEEOED A/IE.AS SHALL 8£ MAINTAINED TO PROWOE A WGOROUS GROWT/-1 UNT/L Tl/£ PRO£CT IS PERMANENTLY LANDSCAPED OR, FOR AREAS HRE HYDIIOSSEDING IS Tl-IE PERMANENT LANDSCAPING, UNT/l. Tl-IE PRO<LCT IS COMPLETED ANO ALL BONDS IIEl.EASED. T,\Engr\2407\PA12\grci\2407 ,2er05 ciwg Ol/21/2J04 D4 43 Qg P~ PST OESCRIPTION SYMBa, STA8/UZED CONSTRUCT/ON ENTRANCE · · SILT FENCE · · · · · · · -0---0--0--0-0- GRAW:t BAGS · · · · · · · RfJER RO/..L · · · · · · · · · · · · · · SC-6 A L EB/I S -7 -i VJ i ~ SC-6 ----. ~ 1 X MIN. (ROUGH GRADE) 2 1r:; SLOPE SEE] CITY SID. 0~. GS-14 SECTION A-A RBER IIOI.L RBE!l ROLL ERTY..J.INE ~ ir= .--= I A ~l .g:;n, J SEE NOTE 2 10' SC-B ~ -l~ \ MIN. '-ll ~I I u ~ SC-8. SS-9 & I~ / ---· PROPERTY LIN[ ,. ""-F18ER RO/..L =.I - SEE NOTE I PLAN NOTES: I. USE SS-2, SS-J, SS-4, SS-5, OR SS-7 AS APPROVED BY INSPECTOR. 2. SEDIMENT Tl?AP W/4• PVC OUTT.ET, 1' HIGH x 3' 'MOE O'rfRFI.OW ONTO SS-7 W/ONE ROW or SANDBAGS AL ONG EDGE OF SPILLWAY. TOP or TRAP 5• Af/0..C OVERFLOW. MIN. SIZE 10'x20'. £OW SHALL DESIGN FOR PADS O\IER 7.500 S.F. BENCJlMARK !II I g18: u QUANTITY 4 EA. () l.F. J,540 EA 5,100 L.F. I)ESCFIIPTION: BFIA51 OISX IN CONC~ 11/ A 5T'ANDA RlJ SURVEY WELL ON CEN1!RIJNE OF EL CAMINO flEAL LOCATION: COW/TY OP fiAN DIEGO BENCI/MARl(OE5IGNATION NO, f/1800 ZB(ll-tJ'f EC flEVATION: 3ff.4{Jl M.~l. OA171M: /ol.G.V.O. ~ 0 PROJECTDF.SIGN CoNSULTANIS PIANNINO • ~ • BNmNl!ERlNO • SllllVBYtm, 701 BStreet, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGOR SHIEID R.C.E. 42951 DATE REGISlRATION DESIGNED PM EXPIRES 03--.51-04 B'f: RrnE'#. Z..•I I •O I.( SURl'EY REVIEW: CRUSHED AGGREGATE fREA TER Tl!AN 3• BUT SMALLER Tl/AN 6 12• MIN., UNLESS OTl!ERf'IISE SPECIFIED 8Y A SOILS ENGINE.Ell SECTION B-B N.TS. NOTE: ORIGINAL GRADE CONSTRUCT SEDIMENT BARRIER ANO CHANNELIZE RUNOFF TO SEDIMENT Tl?APPING DEWCE CORR/JGATEO STEFL PANElS B ;,. 0 ,,.,., ~~- ,· >,-;:;:- B ~----------50' M/N.----------1 OR FOUR TIMES THE C/RCUMFfRENCE: MATCH EXISnNG GRADE OF THE LARGEST CONSTRUCTION "1:HICI..E TIRE, 'NHICH[VE/1 IS GREA TER PLAN N. T.S. STABILIZED CONSTRUCTION ENTRANCE R/'N 0 TYPICAL SECTION NO SCALE SECTION 8-8 B R/W B TEMPORARY DESIL TING BASINS AT INLETS IN SUMP CONDITION f'IIDTI! AS REQUIRED TO ACCOMOOATE ANTIC/A TEO Tl?AmC TEMPORARY DESIL TING AND EROSION CONTROL/SANDBAG DETAILS NO SCALE GRAVEL BAGS OVERLAP ONTO CURB ____ _., RUNOFF _______ _.y GAP BET'M:EN BAGS ACTS AS SPILLWAY Tl!REE LA l'fRS OF GRA \/EL BAGS ltfn-1 ENDS OVERLAPPED GRA~BAGS NO SCALE PROWOC VELOCITY CHECK DAMS IN ALL STREET AREAS PA'-fD OR UNPAVED AT THE INTERVALS IND/CA TED BELOW. VELOCITY CHECK DAMS SHALL 8E: CONSTl?UCTED or SANDBAGS. £AR111 0/KES MAY NOT BE: USED AS VELOCITY CHECK DAMS GRADE OF THE STl?EE:T LESS 111AN 2X INTERVAL NOTE: 90:f COMPACTED EARTH BERM 12· TOP OF SLOPE AS SHO'MI ON PLAN PROPOSED OR EXISTING SI.OPE __'I/ARI (MAX. 10') BLADED SWALE 'NHfRE: SYMBOI..IZEO ON PLANS W/ SANDBAGS EVERY 100' BLADED SWALE AND BERM 1. SET POS1S ANO [XCA VA TE A 4 BY 4 IN (10 8Y 10 CM} TRENCH UPSLOPE FRO/I ANO ALONG THE UNE Of POS1S. NO SCALE 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO Tl!£ 'MRE FENCE ANO EXTEND IT IN TO THE: TRENCH. 8" -10• DIA. (200-250mm} NO SCALE: 2. STAPtE 'MRE FENCING TO THE: POSTS. 4. BACKFH.l ANO COMPACT THE EXCAVATEO SOIL • -l'-' ...,--,.,-::-.-+ _,,. 4) ,'."-' --. ' AJJJACENI' ROUS SHAlJ. ,, ~YA8t/T" UVE STAKE 1• X 1• STAKE (25 x 25mm) ~-23' (J-Bm} FIBER RO/..L INSTALLA 1/0N REQUIRES Tl!E PLACEMENT ANO SECURE STAKING OF Tl/£ /IOU IN A TRENCH, 3•_5• (75-125mm) DITP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN UNDER OR AROUND 110/..L ·..• ') SP ACING DEPENDS ON SOIL TYPE ANO SLOPE STEEPNESS Fl8fR ROLLS MUST 8£ PLACED ALONG SLOPE: CONTOURS SEDIMENifT. ORGANIC MATTER, ANO NA \£ SEEDS ARE CAP7URED BEHIND THE: ROLLS. R8ER ROUS INSTALLATION ON SLOPES NO SCALE TYPE: C OR D TERRACE EXISTING GROUND DRAIN AS REQUIRED BY GS-14 FOR CUTS AND °Fil.LS . H (IN FEET) LE:SS Tl!AN 10' B -10' TO 20' OVE/1 20' EXISTING GROUND TYPE B BROW DITCH AS REQIJIRE:O BY GS-14 FOR CU1S ANO RLLS A 2' H/5 4' + H/10 ( 10' MAX.) TYPICAL SLOPE SETBACKS FROM SU8DMSION BOUNDARY NO SCALE B 3.5' 4 H/5 (10' MAX) 2:C TO 4:C 4X TO 10:f OVE/1 10:C AS REQUIRED 100 FfET 50 FEET 25 FfET l-------+---+-----------+---+----+---f---l I SH5EET I CITY OF CARLSBAD I SHE7ETS I ::==='..,::=:::::E=NG=l=NE=E:::R:::IN:::G::::::DE:::P:::A:::R:::TM:::E::::N:::T===--===~ EROSION CONTROL PLANS AND STREET CROSS SECTIONS SS1 i'I M. Sit; "AS BUILT" "' ~ -z "' No. 42951 r1 '#. Exp. 03-31-04 f;; C/V\\. e~t§"(~ DATE INITIAL A TE NGINEER Of WORK A& ·iX/1/,T REVISION DESCRIPTION BRESSI RANCH PLANNING AREA 12 APPROVED: LLOYD 8. HUBBS d Y DA TE INITIAL DA TE INITIAL g~D 8~~: fB.w OTHER APPROVAL Cl1Y APPROVAL RVWO BY: G'II PROJECT NO. CT 02-14 • EXPIRES 12-31-o, --r;I~'/ DRAWING NO. 413-2A J.N. 2401.12 :i ·: (t .c.-~-,J . 051004 C :E ~ G') a~ ........... w I I\) l> 0 20 80 I 0 r,\Enyr\2LQ/\?Al2\grcJ\24J7 12erC5 Jw9 01/2l/2J04 C4 4814 PM PST 0 PR.omcrDFSIGNCoNSULTANTS ~ • l!NYJloiMJiHrAL • l!NolNl!muNo • SUllVl!l'IOl'll 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGORY It SHIELDS. R. C.E. 42951 DA.1[ REGISlRATION DESIGN£[) PU EXPIRES OJ-::Jt-04 BY! REV£W: SURVEY l!E\SE1f. 'j I \ ·; ! ii ; !! ' i ' '------' ' ' ' \ ! i I I ' ' i ! SEESHEET7 OESCR/PTION: t!l?A9S Ol5/C DJ CONCRc"ff: IN A 5TANOARO S(IRVEY 'I/ell ON Cfl/TEl?i./NEOF El (,AM/NO /?/:Al ofEss, ~ M. S,,,/. ~G> -z No. 42951 ~ xp. 03-31-04 ;o c1v11.. CAI..I~ "AS BUILT" ))...;.)\ ~•l,f,JJ LOCATION: cownr OF' 5AN (){$0 tJ£NCHMAR!( OE5/GNA7l0NNO. Rf8(}() Z88+8'1 EC ELEVATION: Bff.407 M.5.L. l----lf----t-------------t----t----+--;-------1 I SH6EET I CITY OF CARLSBAD I SHE7ETS I ENGINEERING DEPARTMENT ::ER=o:::s1=0::'.N-.'.:C::O=N::::TR::Ol=P=LA=N=s;::::::::ro:;:R;::::=====:::'....':==~ BRESSI RANCH PLANNING AREA 12 DATE I Af'J10VED: LLOYD B. HUBBS OY-' EXPIRES 12-31-0~ I f-;RC;;E~+t.~<f~5/;=-~E:.'.::XP'.:.:,·.:::::lf:::::•:::::J/=· C=&=-----i':-:-=--=i~-=-~1-'=--=-~~~~-=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=--=-1-'=--=--=-1-~-=--=-1~-=--=-1~-=-~--i . ~&&-e,7-~~.:/{ 3/~{r y . REVIEWED BY: / / ""ID,._-tcc.O..c.·d=-~+-'-P."-'P"-O-+........cAc=.S--'·/MJ~l/.-'-T-------------1-=-cc=-b~.,,...,1-7-==c-+cc-=~ ~=~:::::::=:::::::~;::.... ~=-::...:;,_::;..:::_~~::...::...;::..,.=--,~;::.::~~;::,=.:~;;:.::::::;.::.::: ._. f20 ....f1t-:: etlJ,,lf!"hr,,aY DATE INITIAL DATE INITIAL DATE INITIAL g~DBJ~, E_.Af' PROJECT NO. DRAWING NO. ~~ · DAff GINEER Cf WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWO BY: .?J'J' CT 02-14 413-2A JN 2407.12 051004 1 1 / / . ," / / / / - I --\-" . - ' I• 'c-' ', ' __ (:: ', ; _;.: ' . •';"'' ' \ -· -·, ' _,_ .. . .. -~.,. ......... ~ / ' I / 0£:SCR!Pr!ON: BRAS!J 0!5K IN CONCRflf IN A 6TANOARO 5llRVEYWEl1 ON C£N7El(l/N£ OF EL CAMINO /(€AL '----·•~:;;;•_;.: ,., . . .. ~":""_,.•· ,.\· .. • LOCATION: COUNT( 01' 5A II Of EGO t,€NC/.11MK {)€51Gf.lATKJN NO, RI/JOO ZM+d'I EC ElEVATlON: fJ!l4iJ1 M.5.l. QATUf(: NG.V.O. 2'( 0 20 80 I 0 T,\E~gr\24•)7\PA12\gr:J\24C7.:22r07.:Jwg Oli2212C)4 07,J7,JJ AM ?ST 0 PR.omcrDF.SJoNCoNSULTANTS J'LANNJNO • ~ • BNolNBl!RJMJ • SUKVBY/Gl'S 701 B Street, Suite 800, San Diego, CA 92101 6!9-235-6471 FAX 619-234-0349 GREGORY R.C.E. +2951 DATE REGISlRATION DESIGNED PM EXPIRES 0J-31-1)4 BY: REaEYt ~ ~ Z.•ll.•O"/ SURVEY """""' 1,',.0FESS/ [-( M. Sy/<') " ~. <:> 0, v· - -2' '-' No. 42951 .,, ~ Exp. 03-31-04 '.;J CJV\\.. SEESHEET6 \ \ ' \ \ \ \( -~ . .J' ··" [,. +-.. , c::, \ ,-' ' / ... -· ·,\ \ 1\ ', +Z --' ,!' \ "'- \ \ A',,l-J,l '::;".' \ I i .. \ ~ CITY OF CARLSBAD I SHEETS I l---+---1-------------------1--+---f--+----i Lz....J ENGINEERING DEPARTMENT 7 ;:====-========::::::=::::::::::::::'====~===~ "AS BUILT" Xa ~lt,"l DATE RCE 11. f'il EXP. b) -,i-MJ ~ BY: !#·/011, f1/C 4.$ < @, _ fJ2 ¼: f.µti'K DATE INITIAL ECTOR t~ A f GINEER OF WORK .1s -,u,,r REVISION DESCRIPTION EROSION CONlROL PLANS FOR: BRESSI RANCH PLANNING AREA 12 EXPIRES 12-31-05 S/,¾~ DATE INITIAL DATE INITIAL g:0BJ~~ OTHER APPROVA CITY APPROVAL RVWD BY:~ PROJECT NO. CT 02-14 DRAWING NO. 413-2A J.N. 240112 C :E ...,. G) a ...,.