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HomeMy WebLinkAboutDWG 413-7A; CT 02-14 (4); BRESSI RANCH PLANNING AREA 9 UNIT 4; 01-09/ r I -1-.lALJ.AG£ I ✓/ GREOI ~-! f ! DRIVE , I . "1 ' .. . "" ', . '' •·,. . \:~' '~.-.\ __ ,.,.. ... -----,t . ,-. OPEN SPACE 2 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY: METHOOS FRO/I INFORMA noN CA THER[D ON, MAY 11, 1998 BY SAN-LO AERIAL SURVEYS ANO THE MASS GRADING CONTOURS PER D~ NO. 400-BA. TOPOGRAPHY SHOWN HEREON CONFORMS TO NAnONAL MAP ACCURACY STANDARDS. IMPORTANT NOTICE SECTION 421~/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDEN11ACA TION NUMBER 8E ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL 8E VALID. FOR YOUR DIG ALERT 1.0. NUMBER, CALL UNDERGROUND SERVICE ALERT: TOLL FREE 1-800-422-413,J; TIIO WORKING DAYS BEFORE YOU DIG. EARTHWORK FILL: 45, 000 C. Y. CUT: 45, 000 C. Y. REMEDIAL: 0 C. Y. ----IMPORT/EXPORT: 0 C. Y. BENCHMARK DESCRIPTION: BRASS DISK IN CONCRETE: IN A STANDARD SURVEY I\El.L ON ON CENTERUNE OF a CAMINO REAL LOCATION: COUNTY OF SAN DIEGO BENCHMARK DESIGNATION NO. R1800 288+89EC ELEVATION: 311.407 M.S.L. DA nJM: N. G. V.D. 29 -~~~~--- T:· \[ngr \2407\PA9\gri\240 7. 97rdCI. dwg 02/19/2004 08: 42 09 AM PST SCALE: 1"=200' GRADING AND EROSION CT 02-14 BRESSI RANCH UNIT NO. KEY MAP LEGEND PRO..f:CT BOUNDARY SHEET LIMITS 0 SHEET NO. 310 LOT NO. REFERENCE DRAWINGS: INDUSTRIAL BACKBONE IMPROVDIEJITS RESIDEN11AL BACKBONE IMPROvf/.lfNTS RESIDEN71AL BACKBONE STORM DRAIN IMPROVEMfNTS MASS GRADING D~ NO. 400-88 0~ NO. 400-8 D~ NO. 400-BC D >I'!. NO. 400-BA ==C= "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE €:NG/NEER OF WORK FOR THIS PROJECT, THAT I HA VE' EXERCISED RESPONSIBLE CHARGE OVf:R THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 670J OF THE BUSINESS AN{) PROFESSIONS CODE, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT 7HE CHECK OF PROJECT ORA WINGS AND SPECIF/CA T/ONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE' ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: PROJECT DESIGN CONSULTANTS ADDRESS: 701 B STREET, SUITE 800 Cl TY, STA TE: SAN DIEGO, CALIFORNIA SEf'.fR WATER STORM DRAIN STREET LIGHT TELEPHONE:: (619) 235-6471 BY: ,&\ b-0-J.. O'" GREGORY M. SHIELDS R.C.E. N0. _____ 4:..::2:.::.95.::..;tc..._ _______ _ REGISTRA T/ON EXP/RAT/ON DA TE: OJ/31/04 _ __...C."-<-"'-'----- PR.OJECTDF.SIGN CONSULTANTS trANNINIJ • llN\IDIIMIIJNTA • BNolNBBRIMJ • SVllVl!l'/OfS 701 ll Strec~ Suite 800, San Diego, CA 92101 \J. $1./ ,..;: /~n c> "' ,. ---z. '-' No. 42951 co CONTROL PLANS: PLANNING AREA 4 ALOMAJ! ROAD PROJECT SITE VICINffY MAP NOT TO SCALE SOILS ENGINEER'S CERTIFICATE: I, Mllio 'D.L k.;.Lt .... J Auor. . A REGISTERED CIVIL ENGINffR OF THE STA'ri: OF 1CAUFORNIA, PRINCIPALLY DOING fJUSINESS IN THE FIEl.D OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND Sn.JOY OF THE SOIL CONDITIONS PREVAlENT ',!ITH/N THIS SITE WAS MADE BbME QR UNDER MY DIRECTION BETM:fN THE DA TES OF ~•A-'°~---~ 20 06 ANO ---,~""'ilo 204 00 (2) COMPLETE COPIES OF THE SOILS R[PORT COMPILED FRO/I THIS Sn.JOY, ',!1/H UY RECOMMENDATIONS. HAS BEEN SUBMlryf~ TO THJi OFJI.Cf OF THE CITY [NG/NEER. SIGNED: ____ Jtl~ (!/ l,.. 'MLLIAM DAVID OLSON R.C.E. NO.: 4528.3 __________ _ 1nµ+----DATE: LICENSE EXP/RATION DA TE: ___ 0"9_/.~30_/2~05 __ _ LEGAL DESCRIPTION LOT 9 OF CARLSBAD TRACT CT 00-06 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 14600, ON FILE IN THE OFFICE OF 7HE COUNTY RECORDER OF SAN DIEGO COUNTY ON MAY 29, 2003 OF OFFICIAL RECORDS. PROJECT LOCA 11ON THIS PROJECT IS LOCATED ',!ITH/N ASSESSORS PARCEL NUMBER(S) 21J-030-17 .t: 21J-030-18 THE CALIFORNIA COORDINA TE INDEX OF THIS PRO..f:CT IS: ____ . _ _1990-5252 (LAMBERT COORDINATES 346-1696) OWNER/DEVELOPER BRESSI GARDENLAN[, LLC., A DELAWARE LIMITED LIABILITY COMPANY, AS OKNER BY: LENNAR/l.NR CAMINO PALOMAR, LLC, A DaAWARE LIMITED LIABILIIY COMPANY ITS ADMINISTRA71VE MEMBER BY: LENNAR HOMES OF CALIFORNIA, INC. A CALIFORNIA CORPORATION, ITS MANAGER .,;2J.. C 1/!'p,.· ITS JC. ;:.:d ~ OWNERS CERTIFICATE 9 I (M) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO ERV/SE OVER-All GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND a TH SITE. · 1 • 1 NAME: -fUJ. 1.~, ~ DATE: I QUANTITIES 10,296 SF LEGEND FOR SDQ&£ TRANSF. R£T WALLS: MA!il/.fUM RfTAIN/N~ WALL HDGHT (70f Or FOOT/NG TO TOP If IYALt.) . . . . H = 4 5' MAXIMUM RE:TAINING '&ILi. H£IGHT fXPOSEI> (F/1115~ GROUWD TO TOP OF Wllll..} . . . . . 1-1 exp. = J. ')' RfTAl.~1/.JG WALL WITH (A 13EL9 ON EACH coR/J[R FC/l TW AND Tf ( TOP Of WALL, TOP OF FOO Tf/.JG) WORK TO BE DONE: . . . . . TW33S. 70 Tf53l.2D " TW33~.20 ~- 1f334 2a 1W531'70 T,~34.20 11\'53570 Tf3?>1.<.0 THE: IMPROVEMENT WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND ALLS, REMEDIAL GRADING, DRAINAGE: FAC/UTIES. EROSION CONffiOI. FACILITIES. AND PREPARATION OF AS-BUILT PLANS. AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS. SPECIF/CATIONS. REQUIREMENTS, RESOLUTIONS AND ORDINANCES Cl7FD ON THESE PLANS. THE IMPROVEMfNT WORK SHALL BE PERFORMED IN ACCORDANCE ',!ITH THE FOi.LOWiNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY fNGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS J. THIS SET OF Pt.ANS 4. RESOLUTIONS NO. 5261 (CT02-14) AND 5264 (PUD 02-62) 5. THE STANDARD SPEC/FICA TIONS FOR PUBLIC WORKS CONSTRUCTION (GRffN BOOK) B. THE SOILS R[PORT TITLED "SUPPLEMENTAL GEOTECHNICAL INVEST/GA TION FOR MASS GRADING, BRESSI RANCH, CARLSBAD, CA" PR[PARro BY LEIGHTON AND ASSOCIATES DA TEO MARCH 14, 2001, AND UPDATE LfnER DA TED JULY 6, 2DOJ. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS ANO AS MAY BE MOOIREO BY THE CITY OF CARLSBAD STANDARDS, 000.JM[NT NO. 769JJ2. B. ENVIRONMENTAL APPROVAL DOCUMENTS DATED 12/15/98. LEGEND: DESCRIPTION LOT NUMBER ---------------------------------------------- PAO ELEVATION -------------------------------------------- SYMBOL CD I 35&.I I PROJECT BOUNDARY ---------------------------------------· - - - - PLANNING AREA BOUNDARY ------------------------------------- • • - EXISTING CONTOUR FINISHED CONTOUR ----------------------------------------- RN/SHED SPOT ELEV. ----------------------------------------- DA 'r!..IGHT UNE ---------------------------------------------- DA 'rVGHT TO NA nJRAL ·---------------------------------------- CUT St.OPE ------------------------------------------------ FILL SI.OPE ------------------------------------------------ RETAINING WALL --------------------------------------------- EXISTING TEMP. DES/L TA TION BASIN --------------OS-J• ------------------ -230- 259.0 ----- BLADED SWALE ----------------------------------------------,. .. - CONC. BROW DITCH----------------D-75, TYPE B ---------------' ,:,,·",/4; /J:s;(l RIP RAP ------------------------0-40 ---------------------· _,:;;,,. EXIST. DA)!JGHT TO NAnJRAL -----------------------------------"---{ i-----1 /- • DENOTES CITY OF CARLSBAD STANDARD DflU NOTf: ALL STANDARD DRAWING NUMBERS REFER TO SAN DIEGO AREA REGIONAL STANDARD DRA'MNGS UNLESS OTHERWISE INOICA TED. l'SZ lF Z EA /97 CY SHEET INDEX SHEET 1 ..................... ,.,,. ..... TITLE SHEET, KEY MAP AND NOTES SHEfT 2 ................... , .... , ...... NOTES it DfTAILS SHEETS J-5 ....................... GRADING PLANS SHEETS 6 ........................... EROSION CONTROi.. DETAILS SHEETS 7-9 ........................ EROSION CONffiOI. PLANS LEGEND CONT'D /O"PVG--------- -Ct.;J5p,'JSg----- --------· 57P.AIGIITlffAOWAIL-------D-.12--------------~. ij RIPP-AP-------------D-4b--------------/JflfJ PLANNING OEPAR1MENT APPROVAL lM .~ao ~~ .. ~ OAT!: -+ / z /4-+ (SI ) MICHAEl J. H<X.ZMILLER, PLANNING DIRECTOR ~~ DATE: ~/01 /ai (SIGNED) RECOMMENDED BY: &hr't-:,°ij!f" W©frr'k'l-n (PRINT NAME) l---f--1------------+---+--+--+----1lsHE1nl __ c_1TY __ o_F_c_A_R_L_sa_A_o~lsHE9nsl ENGINEERING DEPARTMENT "AS BUILT" GRADING AND EROSION CONTROL PLANS FOR: BRESSI RANCH PLANNING AREA 9 619-23j-6471 FAX 619•234-0349 \t Exp. 03-31-04 F;J RCE 'IZ,,51 EXP. I -/ -0~ FOC ,4S • eu1i T I Vi8/01 PQC 1 -ADDEO Rl::TRl\'!1111(, \I/ALLS fO\\ .!>ll(,~-e: APPROVED: LLOYD B. HUBBS 4 -. EXPIRES 12-31-05 'f#~I/ GREGORY SHlfi.DS. R.C.E. 42951 DAl[ REGISlRATial DESIGNED PM ~ ~ EXPIRES OJ-31-04 BY: RrnE'M 'Z,-t 1• d '-f SURVEY REVIEW CIVIi. OF GP.I. I~ TRJ\NSF, ON 5\l!(TS 3,4f ~ IE DA TE INITIAL DRAWING NO. NGINEER OF WORK • REVISION DESCRIPTION 413-7A \ I :.\·· ·1 ' ' . , :Ii '' i. GRADING NOTES: (IN ADDI noN TO THE RF;QUIREMEN TS OF CHAPTER 15. 1IJ OF THE CARLSBAD MUNICIPAL CODE.) I. /HIS Pl.AN SUPERSE:OES ALL OTHER Pl.ANS PRE'l10USI. Y APPROVED BY /HE CITY OF CARLSBAO REGARDING GRADING SHO'I.N ON mis SET OF Pl.ANS. 2. APPROVAL OF /HIS PLAN DOES NOT LESSEN OR WAI\£ ANY PORllON OF /HE CARt.SBAD MUNICIPAL CODE:, RESOLUllON OF CONDtnONAL APPROVAi.. CITY STANDARDS OR 01H£R ADD/llONAL OOCUMENTS US1EO HEREON AS 1HEY MAY PERTAIN TO 1HIS PROJECT. mt: ENGINEER IN RESPONSIBLE: CHARGE SHALL R£\!1SE: 1HESE PLANS 'NHEN NON-CONFORMANCE: IS DISCOVERED. J. CITY APPROVAL OF Pl.ANS DOES NOT RU/EV[ 1HE DEVELOPER OR [NGINITR-Of'-WORK FROM RESPONSIBIUTY FOR /HE: CORRECllON Of ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCllON. ALL PLAN RE.\!1SIONS SHALL BE: PROMP71. Y SUBMITTEO TO /HE: CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM 1HE CITY ENGINEER YilLL BE: REQUIR£D FOR ANY WORK IN 1HE: PUBUC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERllFICA TE OF INSURANCE: MUST BE ALEO NAMING 1HE CITY OF CARtSBAO AS AN ADDtnONAL INSURED ON 1HE: PERMITTE.E'S POUCY IN 1HE MINIMUM AMOUNT OF 11,000,000.00 FOR EACH OCCURRENCE: OF UAB/UTY. 1HE: INSURANCE: COMPANY WRtnNG THE: POUCY MUST HA\£ A RAllNG OF •11• AND A SIZE CA TE.GORY OF CLASS V AS ESTABLISHED BY "BESTS" KEY RA llNG GUIDE. 5. UNLESS EXEMP1ED BY SECllON J01.(b)5 OF 1HE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBUC RIGHT OF WAY R£QUIRE: SEPARATE. PERMITS FROM /HE: BU/WING DEPARTMENT. ~ NO WORK SHALL COMMENCE: UNnL ALL PERMITS HA\£ BEEN OBTAINED FROM Tf/E: CITY AND 0 THER APPROPRIATE A GENC/E5. 7. APPROVAL OF ll-lESE: Pl.ANS BY 1HE CITY ENGINE.ER DOES NOT AUll-lORIZE: ANY WORK OR GRADING TO BE PERFORMED UN111. IHE: PROPERTY 0'1.NER'S PERMISSION HAS BEEN OBTAINED ANO A VALID GRADING PERMIT HAS BEEN ISSUED. a NO RE\!1S/ONS IWLL BE MAD£ TO 1HESE PLANS Wln-JOUT 1HE. WRITTEN APPROVAL Of ll-lE CITY ENGINEER, NOIEO '1111HIN 1HE RE\!1SION 81.0CK, ON Tf/E APPROPRIATE SHEET OF Tf/E. PLANS ANO mt: nn.E SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME ll-lE PROPERTY OF 1HE CITY UPON BfJNG SIGNED BY 1HE Cl TY ENGINEER. 10. 1HE: ORIGINAL DRAWING SHALL BE RE\!1SE.D TO RffiECT AS-BUILT CONOtnONS BY 1HE ENGINEfR-Of-WORK PRIOR TO FINAL ACCEPTANCE OF 1HE: WORK BY 1HE CITY. 11. ACCE:SS FOR FIRE: ANO 01H(R EMERGENCY VEHICLES SHALL BE: MAINTAINED TO 1HE PROJECT SITE. AT ALL llMES DURING CONSTRUCllON. 12. 'NHERE: TRENCHES ARE: Wl1HIN CITY £ASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHffTS ANO (C) COMPACllON CUR\lfS, SHALL BE SUBMIT/ED BY A PROITSSIONAL ENGINEER Of n-lE STA TE OF CAUFORNIA, PR/NC/PALLY DOING BUSINESS IN 1HE Fl[LJ) OF APPLIED SOILS MECHANICS. 1HE SOILS REPORT II-ILL BE SUBMIT/ED TO 1HE: CITY ENG/NffRING INSP£CTOR Wl1HIN 00 (2) WORKING DAYS OF ll-lE COMPLEllON Of FIUO 1EST5. IJ. A SOILS COMPACllON R£PORT ANO COMPUANCE: \lfRIFICA noN REGARDING ADHERENCE: TO RECOMMENDA noNS OUTl.JNED IN /HE SOILS REPORT IS REQUIRED PRIOR ro ll-lE ISSUANCE: OF A BU/WING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER ll-lE DIRECOON OF A PROITSSIONAL ENGINEER OF IHE STA TE OF CAUFORN/A PR/NC/PALLY DOING BUSINESS IN ll-lE FIUO Of APPUEO SOILS MECHANICS. ALL FILL OR FUWRE: FILL AREAS SHALL BE CONSTRUCIEO IN ACCORDANCE: WITH n-lE CITY Of CARLSBAD STANDARD SPECIF/CA noNS AND 1HE "EARll-lWORK SPECIF/CA nONS" ATTACHED TO mE PRUIMINARY SOILS INVESllGA noN. DAIL y F/UD COMPACnON REPORTS II-ILL BE SUBMITTED ro n-lE PROJECT INSPECTOR. 14. A Pfl[CONSTRUCTION /,/FETING SHAil 8E flf!D AT THE SITE PRIOR TO THE BEGINNING OC WORK AND SHALL BE AT/ENDED BY ALL REPRESENTAllVES RESPONSIBLE FOR CONSTRUCTION. INSPECTION, SUPER\!1SION, IESllNG AND ALL 01HER ASPECTS OF n-lE WORK. 1HE CONTRACTOR SHALL SCHEDULE 1HE MffllNG 1HROUGH /HE PERMIT CI..ERK (760-602-2780 EXT. 7302) AT LEAST FIVE (5) WORKING DAYS PRIOR TO STARllNG CONSTRUCllON. APPROVED DRA YilNGS MUST BE: A VAILABI.E: PRIOR TO SCHEDUUNG. ll-lE GRADING PERMIT "'11.L BE PR0\!1DED BY THE PROJECT INSP£CTOR AT 1HE MEEllNG. 11 ALL INSPECllON REQUESTS Oll-lER ll-lAN FOR PRECONSTRUCllON MEEllNG II-ILL BE MADE BY CAWNG IHE ENGINEER/NG 24-HOUR INSPECllON REQUEST LINE AT (760) ~8-J891. INSPfCTION REOUESTS MUST 8E RfCflVfD PRIOR TO 2: QQ P.M, ON U:tE DA l'. BCfORE U:tE INSPECllON IS NEEDED, INSPECllONS WILL BE MADE ll-lE NEXT 'NORK DAY UNLESS YOU REQUEST Oll-lERWISE. REQUESTS MADE AF/ER 2:00 P.M. 'MLL BE SCHEDULED FOR 00 (2) flJLL 'NORK DAYS LA /ER. 15. ll-lE OWNER AND/OR APPLICANT n-JROUGH ll-lE DEVELOPER ANO/OR CONTRACTOR SHAU DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DE\!1CES, INCLUDING SHORING, AND SHALL BE sot.a y RESPONSIBLE: FOR CONFORMING TO ALL LOCAi.. STA TE ANO FEDERAL SAFETY AND HEAL 1H STANDARDS. LAWS AND REGULA noNS. 17. IT!f CONTRACTOR SHALL CONFORM TO LABOR COOC 5ECTTON 670, (JY SU(JMlmNG A DETAIL Pl.AN TO ll-lE CITY ENGINEER ANO/OR CONCERNED AGENCY SHOWING ll-lE DESIGN OF SHORING. BRACING SI.OP/NG OR 01H£R PR0\!1SIONS TO BE MADE: OF WORKER PROIECllON FROM 1HE HAZARD OF CAVING GROUND DUR/NG ll-lE EXCA VA noN Of SUCH TRENCH OR TRENCHES OR DURING 1HE PIPE: INSTALLA noN mEREIN. Tfl/S Pl.AN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEP1H AND APPROVED BY THE. CITY ENGINITR ANO/OR CONCE:RNED AGENCY PRIOR TO EXCAVA noN. IF 11-/E PLAN VAR/ES FROM 11-/E SHORING SYS/EM STANDARDS ESTA81./SHEO BY 1HE: CONSTRUCllON SAFETY ORDERS. ll71.E 8 CALIFORNIA ADMINISTRA llVf CODE. 1HE Pl.AN SHALL BE PR£PARED BY A REGISTERED ENGINEER AT 1HE CONTRACTORS EXPENSE. A COPY OF ll-lE OSHA EXCAVAllON PERMIT MUST BE SUBMIT1EO TO 1HE INSPECTOR PR/OR TO EXCAVAllON. 18. NO BLASllNG SHALL BE PERFORMED UNllL A VALID 81.ASTTNG PERMIT HAS BEEN OBTAINED FROM 1HE CITY OF CARtSBAO. SUBMIT APPL/CA noN FOR 81.ASllNG PERMIT l\fl.L IN ADVANCE: Of 1HE: SCHEOUUNG OF BLASTTNG OPERA noNS. 19. If ANY ARCHAEOLOGICAL RESOURCES ARE: DISCOVERED 'M1HIN ANY WORK AREA DURING CONSTRUCllON, OPERA noNS ',\ILL CU.SE /MMEDIA 1U Y. AND 1HE: PERM/TTEE ',\Ill NOnFY Tf/E CITY ENGINEER. OPERAllONS 'MLL NOT RESTART UNTTL 1HE PERMITTEE HAS RECEIVED WR/TlfN AUll-lORITY FROM 1HE: CITY ENGINEER TO DO SO. 20. ALL OPERA llONS CONDUCIED ON 1HE SITE. OR ADJACENT ll-lERETO, INCLUDING WARMING UP, REPAIR. ARR/VA[. DEPARTURE: OR OPERA 110N OF TRUCKS, EAR1HM0\!1NG EQUIPMENT, CONSTRUC110N EQUIPMENT ANO ANY Oll-lER ASSOCIATED GRADING EQUIPMENT SHALL BE UM/IEO TO 1HE PERIOD BETWEEN 7: 00 A.M. ANO SUNSET £AC/-/ DAY, MONDAY ll-lRU FRIDAY ANO NO EAR1HMOVING OR GRADING OPERA noNS SHALL BE CONDUCIED ON OCEKENDS OR HOLIDA Y5. (A UST OF CITY HOLIDAYS IS AVAILABLE AT n-lE ENGINEER/NG DEPARTMENT COUNTER.) T: \£n9r\240i\PAJ\grd\2407.9grd02 dwg 02/23/2004 J4. 51. ,]9 PM ?Sr GRADING NOTES (cont.) 21. AIL Off SITE HAUL ROU7fS SHALL BE SUBMITTED BY T1-IE CONTRACTOR TO T1-IE CITY ENGINEER FOR APPROVAL TWO (2) FVL.LWORKING DAYS PRIOR TO BEGINNING Of 'NORK. 22. IMPORT MA 1ER/AL SHALL BE OBTAINED FROM, ANO WASTE. MA /ER/AL SHALL BE OEPOSl1ED II T, A SITE. APPROVED BY /HE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUIES OR AOJACENT STREETS AS A RESULT OF THE GRADING OPERA noN. 2J. BRUSH SHALL BE: REMOVED ONLY 'M1HIN lflf AREA TO BE GRADED. NO TRITS ARE TO BE REMOVED UNLESS SPECIF/CALLY NO /ED ON THE PLAN. 24. ALL AREAS SHALL Bf GRADED TO DRAIN. GRADING RESUL 11NG IN ll-lE PONDING OF WA /ER IS NOT PERMIT1ED. ALL EARn-lEN SWALES AND DITCHES SHALL HA\lf A MINIMUM ONE PERCENT SI.OPE. 25. ll-lESE PLANS ARE SUBJECT TO A SIGNEO AND APPRO\lfD SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL 8£ AS SHO'I.N AND AS APPROVED BY ll-lE CITY ENGINITR OR AS 0/RECIEO BY 1HE PROJECT INSP£CTOR. 26. ALL SLOP£$ SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE: A UNIFORM SURFACE AND CROSS SECTTON. 1HE SITE SHALL 8E LEFT IN A Nf.A T ANO OROERL Y CONDlnON. ALL STONES, ROOTS OR Oll-lER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY ll-lE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGAIED, STABILIZEO, P!AN1ED AND/OR HYDROSEEDEO 'Mn-JIN 1EN (10) DAYS OF mt: TIME Wf/E/1 EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON mt: APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY ll-lE CITY OF CARLSBAD LANDSCAP£ MANUAL, THE LANDSCAPING PLANS FOR n-1/S PROJECT, DRAWING NO. 400-BN, AND/OR AS 0/RECIED SY 1HE CITY ENGINEER OR PLANNING OIR[CTOR 29. ll-lE 0'1.NER/APPUCANT SHALL INSURE n-lAT ALL CONTRACTORS SHALL COORDINATE n-lE WORK OF THESE GRADING PLANS '1111H THAT SHOWN ON 801H n-lE LANDSCAPE AND /RR/GA noN PLANS AND ll-lE IMPROVEMENT Pl.ANS AS REQUIR£D FOR THIS WORK IN ACCORDANC£ Ill )1j THE LANDSCAPE MANUAL llME REQUIREMENTS. JO. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE. PIPE 1'111H A MINIMUM 0-LOAD Of 1,JSO OR ASBESTOS CEMENT PIPE l'IITH A MIN/MUM 0-LOAD OF 2,000. FOR PRIVATE STORM DRAINS, P/P[S UP TO 15" PVC MAY BE UnLIZED PR0\!1DED DEP1H IS LESS n-lAN 15 FEET AND BACKFILLED 'M1H 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASThl STANDARD 30J4 FOR SOR 35 SOLID WALL PIPE. JI. 'NHERE AN EXISllNG PIPE LINE IS TO BE ABANDONED AS A RESULT OF mE GRADING OPERAnON. IT SHALL BE REMOVED WITHIN TWENTY FEET Of BUILDING OR SIREET AREAS AND REPl.ACED ',\Ill-/ PROPERLY COMPACIED SOILS. IN Oll-lER AREAS, THE PIPE WILL BE PLUGGED W,JH CONCRETE. OR REMOVED AS APPROVED BY /HE CITY ENGINEER. . 32. Tf/E CONTRACTOR SHALL VERIFY 1HE LOCA nON OF ALL EX/SllNG FAC/LlnES (ABO\lf GROUND AND UNDER GROUND) l\lll-1/N THE PROJECT SITE sumCIEN71.Y AHEAD OF GRADING TO PERMIT mE RE\!1SION OF ll-lE GRADING PU.NS IF IT IS FOUND mAT mE ACTUAL LOCAT'ONS ARE: IN CONFlJCT 'M1H 1HE PROPOSED 'NORK. JJ. ll-lE CONTRACTOR SHALL NOTIFY AFFEC1EO UnLJTY COMPANIES (SEE BUOW) AT LEAST TI\O (2) Fl/LL 'NORK/NG DAYS PRIOR TO STARTING GRADING NEAR ll-1£JR FAC/UllES AND SHALL COORDINATE n-JE 'NORK I\IIH A COMPANY REPRESENT ii Tl\lf. CITY OF CARLSBAD (STRITTS & STORM DRAIN) (760) 602-2720 UNDERGROUND SER\!1CE ALERT 1-800-422-41JJ CITY OF CARLSBAD (SEOCR, WA 1ER & RECLAIMED WA IER) (760) 438-2722 SDG&E (760) ~B-6200 SBC 1-800-422-4133 LEUCADIA COUNTY WA /ER DISTRICT (760) 753-0155 ADUPH/A CABLE\!1SION (760) 438-5241 OUVENHAIN MUNICIPAL WA 1ER DISTRICT (760) 753-6465 J4. PERMIT COMPUANCE REQUIREMENTS: A. FOR CONTROLLED GRADING mt: APPLICANT HIRES A Cl\!1L ENGINEER, SOILS ENGINITR, AND/OR GEOLOGIST TO GIVE TECHNICAL A0\!1CE:, OBSER',£ AND CONTROL Tf/E WORK IN PROGRESS {15.16.120A.8.} CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PfJ?MIT-IHE FOLLO'MNG REPORTS MUST BE SUBMIT/ED TO THE CITY ENGINEER \!IA Tf/E PROJECT INSPECTOR {15.16. 120A.10/ CARLSBAD MUNICIPAL CODE:: (1) FINAL REPORT BY SUPER\!1S/NG GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. All EROS/ON CONTROi.. SLOP[ PLAN11NG ANO /RR/GATTON ARE INSTALLED IN CONFORMANCE 'M1H CITY CODE AND 1HE APPROVED PLANS (OBTAIN SAMPLE OF COMPUANCE: LETTER FROM CITY ENGINEER DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) R£PORT FROM ll-lE SOILS ENGINEER. 'Ml/CH INCLUDES RECOMMENDED SOIL Bf.ARING CAPAClnES, A STA IEMENT AS TO ll-lE EXPANSI',£ QUALITY OF n-J[ $01[. AND SUMMARIES OF F/[LJ) AND LABORATORY IESTS. Tf/E REPORT SHALL ALSO /Net.UDE A STA IEMENT BY 1HE SOILS ENG/NEER 1HAT IHE GRADING WAS DONE IN ACCORDANCE: W/Tf/ THE REQUIREMENTS AND RECOMMENDA noNS OUTI_/NED IN THE: PRUIMINARY SOILS REPORT ANO ANY SUPPLEMENTS TH[RETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY 1HE CITY. JS. UNLESS A GRADING PERMIT FOR ll-1/S PROJECT IS ISSUED W/1H/N ONE (1) YEAR AFIER ll-lE CITY ENGINEER'S APPROVAi.. THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHfCK. PI.ANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. J6. n-lE SOILS REPORT 7171.ED 'SUPPLEMENTAL Gf01ECHN/CAL INVESTTGA noN FOR MASS GRADING, BRESSI RANCH, CARLSBAD, CA' PREPARED BY: L[(GHTON cl: ASSOC/A ITT, INC, DA IEO: MARCH 14 ZQQ/ SHALL BE CONSIDERED AS A PART OF 1HIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE Wl1H n-JE RECOMMENDATTONS AND SPEC/FICA TTONS CONTAINED IN SAID SOIL REPORTS. 60' "7 -~ MIN. 1Jf SfALE ---L.,... 10· MIN.7 J t R/W I R/W I 30' I JO' I 1J' I IJ' I I I I I. 1· I --~-- I I I I 2,r ~1 " ±1.5' ±1.5' '-.., --~ PROPOSED STREET SUBGRADE UNDERCUT PUBLIC PROPOSED LOCAL STREET PEPPER TREE WAY, MON/EC/TO DRIVE, ECHO A VENUE, ENCANTO OR/VE DI VITA DRIVE, HUNTINGTON ORI\£ (NO SIDEWALK ON sourn SIDE) TYPICAL SECTTON NO SCALE: t -l(r ◄ :--'-► ,+H---,-t REARYARO SETBACK 20:f LOT w,orn il 1=1 I l -• 1 i--rox LOT 'Mom t (5' MIN.) /OX LOT WID1H ""' 14-- (5' MIN.) 1 l 5' MIN.-• l I ~---'---"!-. c= ------ R.O.W. '--.._ --r _ <;/"• u, V 8' MIN. J v-RET. WALL SIT DET. ON SHEET J -- .:;Po""R"'c"'H~SE=TB~Ac=K,.., CURB &: GUT/ER ........ , _ -.....__°o,..R=5' (TYP.) STREET SLOPE SPECIAL NOTES 1HE FOLLOWING NO/ES ARE PROV/OED TO GI\£ DIRECllONS TO THE CONIRACTOR BY THE ENGINEER OF WORK. THE CITY ENGINITRS S/GNA TURE ON THESE PLANS DOES NOT CONSllTUTE APPROVAL OF ANY OF ll-lESE: NOTES ANO n-JE CITY ',\ILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. I. Tf/E LOCAnON OF EXISTTNG ununES ARE BASED ON AVAILABLE. RECORD INFORMAnON. CONTRACTOR SHALL VERIFY ll-lE LOCATTON ANO UEVA noN OF ALL EX/Sll/lG FACIUTTES (ABOVEGROUND ANO UNDERGROUND) ',\IJH/N mE PROJECT SITE. 1HIS WORK SHALL BE PERFORMED SUFFICIEN71. y AHEAD OF CONSTRUCnON TO PERMIT CITY APPROVAL REVISIONS TO 1HE: CONSTRUCnON Pl.ANS IF ACTUAL LOCATIONS ARE FOUND TO BE IN CONRJCT 1'1111-1 1HE PROPOSED WORK. CONTRACTOR SHALL NOnFY ENGINEER OF WORK OF ANY CONFLICTS OR ANY Oll-lER UT/L/11ES ENCOUNTERED PRIOR TO PROCEEDING WITH CONSTRUCllON. 2. IITIEN110N IS CALLED TO n-JE POSSIBLE: EXISIENCE: OF On-lER UllLITY FAC/LlllES OR STRUCTURES NOT SHO'i,N OR IN A LOCll llON DIFFERENT FROM ll-lAT SHO'I.N ON 1HE PLANS. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASUR£S TO PROTECT mt: U11UTY LINES SHO'MI AND ANY On-lER UNES NOT OF RECORD OR NOT SHOWN ON 1HES£ PLANS. ANY PAVEMENT OR Oll-lER EX/SllNG SURFACE IMPROVEMENTS DAMAGED BY CONTRACTOR SHALL BE REPLACED AS REQUIRED BY /HE CITY OF CARtSBAO ENGINEERING DEPARTMENT. J. SAFETY PRECAUllONS AND ADEQUATE. BARRICADING TO BE IN FORCE BY 1H£ CONTRACTOR AT ALL llMES. NEJ1HER THE OflNER NOR IHE ENGINEER OF 'NORK WILL ENFORCE SAFETY M£ASURES OR REGULA TTONS. n-lE CONTRACTOR SHALL DESIGN, CONSTRUCT, AND MAINTAIN ALL SAFETY DE\!1CES, INCLUDING SHORING, AND SHALL BE SOLU Y RESPONSIBLE: FOR CONFORMING TO ALL LOCAi.. STA TE. AND FEDERAL SAFETY AND H£ALIH STANDARDS, LAWS AND REGULAllONS. 4-. ALL LENGTHS AND DISTANCES FOR IMPROVEMENTS SHO'i,N ON TT-IE.SE PLANS ARE M£ASURED IN A HORIZONTAL PLANE. 5. ll-lE DISPOSAL OF A/IY ASBESTOS CEMENT PIPE SHALL BE IN COMPLIANCE: l\llfl ALL CURRENT LOCAi.. STA TE ANO FEDERAL REGULA 110NS. 6. ll-1[ "WORK TO BE DONE" SECllON ON mis SHEET LISTS IHE STANDARD SPECIF/CA nONS AND ORA WINGS USED DURING ll-lE IMPRO\lfMENT PLAN/ GRADING PLAN DESIGN. THESE PLANS HAVE BEEN PREPARED IN ACCORDANCE '1111H 1HE CURRENT ED/110NS OF THE STANO ARO SPECIF/CA llONS AND ORA WINGS IN EHfCT ON ll-lE DA TE OF THE SIGNA 7URE BY 1HE: ENG/N[[R OF WORK. 7. IF n-JE IMPROVEMENTS SHO'MI ON /HIS Pl.AN HA \If NOT BEEN CONSTRUCIED ANO ACCEPIEO BY mE CITY Wlll-llN Tl',O (2) l'l'ARS OF n-lE. DA TE OF PLAN APPROVAL BY n-lE CITY ENGINEER, THESE: Pl.ANS WILL BE. SUBJECT TO RE\!1EW BY Tf/E CITYS ENGINEERING 01\11S/ON FOR CONFORMANCE WIIH CURRENT CITY STANDARDS, POUC/ES AND/OR ADDITIONAL R£QUIREMENTS. 8. AN AS-BUil T ORA YilNG SHALL 8£ SUBMITTEO FOR ALL PROJECT IMPROVEMENTS PRIOR TO ACCEPTANCE: OF SAID IMPROVEMENTS. 9. ll-lE ENGINEER-OF-VtfJRK SHALL BE NOllFIED 'NHEN CONSTRUCllON COMMENCES. ,0. /HE CONTRACTOR SHALL OBTAIN AN EXCAVA noN PERMIT FROM /HE: Dl\!1SION OF INDUSTRIAL SAFETY BEFORE: ANY EXCAVA noN AND PR0\11D£ PROOF OF OSHA NOllFICA noNS AND SHALL ADHERE TO ALL PR0\115/0NS OF n-lE STA TE. Of CALIFORNIA CONSTRUCTION SAFETY ORDERS. II. IMPORTED FILL MA /ER/AL SHALL 8£ OBTAINED FROM A LEGAL SITE. 12. ALL cur AND FILL SI.OPES SHALL BE PLAN/ED ',\l)H A MIXTURE OF TREES. SHRUBS. AND GROUND COVER TO CONTROL EROSION. SI.OPE LANDSCAPING SHALL BE: INSTALLED FOR PERPETUAL MAINTENANCE OF ll-lE PLANT LIFE USED FOR SI.OPE. STAB/LIZA noN. 13. DUST CONTROL MEASUR£S, SUCH AS ll-lE. PERIODIC WEmNG DOWN OF n-lE BARE AND EXPOSED AREAS, SHALL BE UnLJZED II T ALL TTMES DURING CONSIRUCllON TO /HE SA llSFACllON OF /HE PUBLIC 'NORKS AND/OR BU/WING INSPECTORS. 14. ALL MAJORS SI.OPES SHALL BE: ROUNDED INTO £XIS11NG SLOPES TO PRODUCE A CONTOURED TRANS/llON FROM CUT OR FILL FACES TO NATURAL GROUND AND ABUmNG CUT OR FILL SLOPES. 15. ll-lE CONTRACTOR AGRITS n-lAT HE SHALL ASSUME SOLE AND COMPLETE RESPONS/8/UTY FOR JOB SITE CONDlllONS DURING mE COURSE: OF CONSIRUCllON OF Tf/lS PROJECT, INCLUDING n-lE SAFETY OF ALL PERSONS AND PROPERTY. n-llS REQUIREMENT SHALL APPLY CONllNUALLY AND NOT BE LIMIIED TO NORMAL WORKING HOURS. 1HE: CONTRACTOR SHALL DEFENO, INDEMNITY ANO HOLD ll-lE OWNER, ll-1£ ENGINEER AND ll-1£ CITY HARMLESS FROM ANY ANO ALL UABIUTY. REAL OR ALLEGED, IN CONNECTTON Will-I ll-lE PERFORMANCE OF 'NORK ON n-1/S PROJECT EXCEPllNG FOR LIABILITY ARIS/NG FROM n-lE SOLE NEGLIGENCE: OF n-lE OflNER, ENGINEER OR CITY. 16. ALL EX/SllNG FEA 7URES AND STRUCTURES IN CONFUCT Will-I mESE Pl.ANS SHALL 8£ RUOCA IED OR REMOVED AT ll-lE CONTRACTOR'S EXPENSE. MANHOLES SHALL BE ADJUSIEO TO FINISHED GRAD£ 17. MINIMUM 90% COMPACllON IS R£QUIRED IN ALL ON-SITE FILL AREAS ',\l)H A MINIMUM Of 95:f COMPACllON SIX INCHES (6") aaow SUBGRADE. 18. ALL PROJECT IMPROVEMENTS SHO'i,N ON ll-lESE: IMPROVEMENT PLANS SHALL BE CONSTRUCIED TO mt: SA nSFACnON OF ll-lE. PUBLIC WORKS DIRECTOR PRIOR TO ACCEPTANCE. 19. NO PRIVATE IRR/GilllON MAI/IS OR CONTROL VALVES SHALL BE: ALLOOCD 'Mll-1/N ll-lE: PU8UC RIGHT-OF-WAY. 20. n-lE CONTRACTOR SHALL BE RESPONS/81.[ FOR 1HE INSTALLATION, RaOCA noN OR REPLACEMENT OF ALL STRIPING, SIGNING OR TRAFFIC DE/ECTOR LOOPS AS REQUIRED BY THE PUBLIC WORKS DIRECTOR. 21. A TRAFFIC CONTROL PLAN, INCLUDING THE LAYOUT OF CONSTRUCllON WARN/NG ANO DETOUR SIGNS, SHALL BE SUBMITTED TO ll-lE PUBLIC WORKS DEPARlMENT FOR APPROVAL A MINIMUM OF 72 HOURS PRIOR TO 1HE. COMMENCEMENT OF CONSTRUCllON. 22. FOR STREET IRffS, /RR/GATTON AND LANDSCAPING IN PUBI.IC RIGHT-OF-WAY ALONG CT-02-14 PROPERTY FRONTAGE. SIT IH[ APPROPR/A TE LANDSCAPE: AND /RR/GA TION PLANS Dim. ND. 400-BN. 2J. mE EXCAVATOR SHALL CAREFULLY HAND 0/G Wlll-1/N 2-FEET OF mt: NATURAL GAS TRANSMISSION LIN£ 24. NO POOCR OPERA /ED EQUIPMENT SHALL BE ALLOOCO Wln-1/N 2-FEET OF ANY PORllON OF ll-lE NA IVRAL GAS TRANSMISSION LINE. 25. IF ANY CONTACT OF ll-lE PIPE IS MADE, E\lfEN IF ll-lERE IS NO \!1SIBL£ DAMAGE:, ll-lE: CONTACT AREA MUST BE /MME.DIA TEL Y INSPECIED BY AN SDCJ<E l\fl.D/NG INSPECTOR. ll-1/S MAr S/GN/FICAN71.Y orur YOUR JOB IF SHORING OR omER SAFETY PRECAUllONS ARE: NEEDED TO ALLOW n-lE INSPECllON. 26. TO ARRANGE FOR GAS TRANSMISSION MARK OUT AND STANDBY, CALL USA (800) 227-2600. HYDROLOGY REPORT HYDROLOGY/HYDRAULIC STUDY FOR /HIS PROJECT HAS BEEN PR£PARED BY PROJECT DESIGN CONSULTANTS. 1HE REPORT IS ll71.EO "DRAINAGE STUDY FOR BRESSI RANCH, PLANNING AREA 6-10 &: 12• DA /ED APR/[. 200J. AIR QUALITY NOTES 1. ALL GRADING SHALL BE DONE IN COMPLIANCE 'Mn-I SDAPCD ANO CARB STANDARDS AND REQUIREMENTS AND DUST CONTROL STANDARDS IN 7171.E: 24 OF n-lE CALIFORNIA AOMINISTRA noN CODE. 2. WA /ER/NG OF /HE GRADING SITE SHALL TAKE PLACE: BEFORE AND DURING GRADING OPERATION TO MINIMIZE: DUST GENERA noN. A WA 1ER TRUCK SHALL BE REQUIRED TO BE ON SITE AT ALL TIMES TO ll-lE SAllSFACllON OF ll-lE CITY ENG/NEER. TYPICAL LOT DRAINAGE N. T.S. t----J--+------------+---+--+---I-----I I SH2EET I CITY OF CARLSBAD I SHE9ETS I ~==-===EN=G=IN=E=E=R=IN:::::G=D::::E:::P=A=R=TM::::E:::N=T==:'....':::==::: ~---------------J---1----t---------------+---l----+---~--I GRADING AND EROSION CONTROL PLANS FOR: 0 PR.OJECTDFSIGN CONSULTANTS l'IANNINO • 1!NVniO!MBNrAL • Bl«llNBllRlNO • SlllM!1'/0!'S 701 B Stree4 Suite 800, San Diego, CA 92101 619-235-6471 FAX 6 I 9-234-0349 GREGOR'I' M. SHIEI..M. R.C,!. -42951 DA1E REG!SlRAllOl'f ~ . . • ~ A , Q El<PIRES OJ.-31-04 .,,~ / ~ "l..-1.1-ll'f DESIGNED B~ PM REW:'*- SURVEY REVIEW: L¾- RCE 12.951 "AS BUILT" BRESSI RANCH PLANNING AREA 9 '---+--1----------------1---+---l----l---l ~APPROVED· LLOYD 8. HUBBS .d'Y I .. ~ -• • . ' /D-11·0&, PP<> AS· l>UILT N EXPIRES 12-31-o, ¥#~'-r Alt DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: ~~~1 PROJECT NO. ,NGINEER Of WORK REVISION DESCRIPTION_ OTHER APPROVAL CITY APPROVAL ~~~ ~~; °1lJL CT 02-14( 4) DRAWING NO. 413-7A J.N. 2407.09 ,,, ,II, j t . ' 05~604 £~~s-, WATERPROOFING--~ (SE( GENERAL NO T£S) 12" (MIN.) WW' HOLE (SE[ NOT[ 5) PAD filV OPTIONI VARIES I' MIN. PAO a[V CLASS 2 PERM[ABLE FILTER MA TF:RIAL (SEE: GRAOA 1/0N) 4• P[RFORA TED PIPE: {SEE: NOT£ NO. J) Cfl!INfCT TO Nf:AR€51 ORA/I-I £~g~s-, WA T£RPROOFING ~ (SEE: GENERAL NOTES) 12" (MIN.)-----ft.W VARIES 1' MIN. PAD ELEV 'M:EP HOLE: FILTER FABRIC {SE[ NOT[ 5) (SEE NOT[ 4) PAD aE:V =mH~ llo--1/4 TO 1/2 INCH SIZE: GRAV[L WRAPPED IN FILTER FABRIC 4• PE..RFORA TED PIP[ (SEE NOT[ NO. J) t;;OIINl:CT TO f/EN,ES/OP.4JI.J PIPE: SURROUNDfD 'MTH CLASS 2 P£Rl,l(A8l£ MA T£R/Al GRA1,£1. 'rtRAPPU) IN ALTER FABRIC CLASS 2 Fil TER PERME:ABLE MA TERIAL GRADATION PER CALTRANS SP[CIFICA 1/0NS sr& SIZ( PfRCENT PASSING ,. 100 J/4" 90-100 J/8" 40-100 No. 4 25-40 No. 8 18-JJ No. JO 5-1' No. 50 0-7 No. 200 0-J \ 0 20 40 80 1 0 SEC710NA-A N. T.S. .,. _,., •' . .~:~ :; ' VARIES PAD E.lEV BENCH MARK SECTION 8--8 N. T.S. PAO E.lEV DESCRIPTION: BRASS 0/SK IN CONCR[T[ IN A STANDARD SURVEY YRL ON GEN TERLIN[ OF El CAMINO RE:AL LOCA T/ON: COUNTY OF SAN DIEGO BENCHMARK OESIGNA 1/0N NO. R1800 288+89 EC E.lEVATION: 311.407 1.1.S.L T \Engr\2407\FA9\grd\2407,Sgro)3 ""9 02123/2)04 C4,5! 56 cM PST GRE NOTES; t. SAND SHOULD HA 1£ A SANO EQIJIVAlENT OF JO OR GREA T£R ANO MAY 8[ OENSIFIW 8Y WA T£R JE:mNG. 2. 1 CU. FT. PER FT. OF 1/4 TO 1 1/2 INCH SIZE GRA va WRAPPED IN FILTER FABRIC. J. PIPE IYPE SHOULD 8E ASTM 01527 ACR'rtONITRILE BUTAOIENE (ABS) SDRJ5 OR ASTM 01785 POLYVTN'rt CHLORIDE PLASTIC (PVC), SCHEDULE: 40, ARMCO A2000 PVC, OR APPROVED [QIJIVALENT. PIP[ SHOULD 8[ INSTALlED mm P[RFORA 1/0NS OO'Mv. PERFORATIONS SHOULD BE: J/8 INCH IN OIAME:T£R PLACfD AT 1H[ ENDS OF A 120-0EGR[[ ARC IN TWO ROl'rS AT J-INC/1 ON CENTER (STAGG[R[D). 4. FILTER FABRIC SHOULD 8[ MIRAA 140NC OR APPROVED EQUIVALENT. .5. 'M:EPHOLE SHOULD BE J-INCH MINIMUM DIAMETER AND PROVIDm AT 10-FOOT INTERVALS. IF EXPOSURE IS PERMITTED, 'M:EPIIOLES SHOULD BE LOCA TEO 12 INCHES ABO\,f FINISHED GRADE. IF EXPOSURE IS NOT PfRMITT£D SUCH AS FOR A WALL ADJACENT TO A SIDEWALK/CURB, A PIP[ UNDER TH[ SIDEWALK TO 8[ DISCHARGED THROUGH THE CURB FACE: OR EQUIVALENT SHOULD BE PROVIDED. FOR A BASEM[NT-IYPE: WALL, A PROPER SUBDRAIN OUTLET SHOULD 8[ PROVIDED. 6. RETAINING WALL PLANS SHOULD BE REVIE'M:D ANO APPROVED BY GEOT£CHNICAL [NGINITR. 7. WALLS 01-fR SIX FEET IN HDGHT ARE SUBJE:CT TO A SPECIAL REVIEW BY THE GEOTE:CHNICAL ENGINEER AND MOD/FICA TIONS TO THE: ABO\,f REQUIREMENTS. PL I VAR. r,JIVTH P//IT/)fl-, ,, 61':ASS S.WAIZ ISECTION CJ-0 N.O SOJl-6 PR.OJECTDFSIGN CONSULTANTS PlANNll«t • l!NYnulMl!NTAL • llNalNBmuNo • SVRl'l!l'/Oi'S 701 B Stree~ Suite 800, San Diego, CA 92 IOl 619-235-6471 FAX 619-234-0349 DAT[ REGISlRATI~ EXPIRES OJ-J1-04 ~ 'l,,Z,1-o~ DESIGNED "" SlJRVEY R[\,C1' / "' v' " "' --z (.) No. 42951 C, Lu ,.,, "" Exp. 03-31-04 '1) * ~ ~ GfNERAL NOTES; • WATERPROOFING SHOULD 8E PROVIDED WHER[ MOISTURE: NUISANCE PR08L[M THROUGH TH[ WALL IS UNDESIRABLE • • WATERPROOFING 0/;, THE WALLS IS Jar UNDER PURVl[W OF TH[ GEOTECHNICAL ENGINEER. • ALL DRAINS SHOULD HA II[ A GRADIENT OF t PERCENT MINIMUM. • OUTLET POR170N OF THE: SU8DRAIN SHOULD HA \,f A 4-INCH DIAME/fR SOLID PIPE DISCHARGED INTO A SUITABLE DISPOSAL AREA DESINGED BY THE PRO.ECT ENGINEER. TH[ SUBDRAIN PIP[ SHOULD 8E ACCfSSIBLE FOR I.IAINT£NANC[ (RODDING} • OTHER SUBORAIN BACKFILL OPTIONS ARE: SUBJE:CT TO THE R[VIEW BY TH[ GEO TECHNICAL [NGINE[R AND 1.100/FICA noN OF DESIGN PARAMETERS. \ 1--1--+------------+--+--+--+---1lsH3EErl. __ c_1TY __ o_r_c_A_R_L_ss_A_o___,lsHE9E~I _ ENGINEERING DEPARTMENT "AS BUILT" ~-~ (#•t.l. •1 DATE </29.5/ 01·3!-0S RCE EXP. ~WED BY: ~ EC~f) ~-r:l{eC£A't D TE 11/lilH PDC DA TE INITIAL NGINEER Of WORK /. A • U//,,T &-AllDE\l RET~\NING \,//1.LLS REVISION DESCRIPTION GRADING PLANS FOR: BRESSI RANCH PLANNING AREA 9 EXPIRES 12-31-o, '¢'«-" !; DRAWING NO. 413-7A JN. 2407.09 l 050604 C :E w C) 9.~ CD_., (,J .:.,. J> i . . , ,' , . . /,,.i ) 4-1:,6.9· IJ~~7'L· ,,.. • ~,1-0Q,- ~ 0--sfo.4 cO ._.:i • \ 142,00 @§] 88.77' BENCH MARK 0 PR.OJECTDF.SIGNCONSULTANTS ~ • 1!NvnuiM1iN1M. • l!NtllNllmUl«J • SURVBrlOl'S 701 B Street, Suite 800, San Diego, CA 92101 0 20 40 80 1 0 DESCRIPTION: BRASS DISK IN CONCRETE: IN A srANDARD SURVE:Y l\fl.L ON CENTERUN£ OF El CAMINO REAL 619-23,-6471 FAX 519-234-0349 LOCATION: COUNTY OF SAN DIEGO BENCHMARK D£SIGNA 110N NO. R1800 288+89 [C GREGORY JEI.D R.C.t. ~2951 CAlE REGISTRATION DESIGtED Plil EXPIRES 0:l-31-04 B~ RE',lEYt El£VAl10N: 311.407 M.S.L DA 7UM: _ _;..:N:..:c. G.c.cV..:::.Dc:._. -=-2=-9 ----~ } ~{5,IJ'f T,\Engr\2407\PA9\grci\2407 9grcJ04 dw;i 03/15/20D4 03,33.23 Pl~ PST SUIMY RE~EYt 8EE8HEET3 ss ~ M.~'1( .... •1/Q'1< t; (fl ~ ~ No. 42951 tri -Exp. 03-31-0~ f;J C/Vl'- ci' CAU~ "AS BUILT" i eJs•! ( I ! I ' ' , I , • / I I ' ! j ' ' / / ' . I •.•. I I ,, ·1 ~ '. ,\ <! •· :t t : i t ;:£ r:::1--==-7~EI--==-7~[:::1--==--==--==--==--:==_ -==--:==_ -==--==--==--==-7~[f--==-7~[f--==-7~=--==-7~=--==-7~-;::1 =SH=4E=ET:::1;-;:::::=c=1=TY===o=F==c=A=R=L=s=s=A=o==:;-:1;::s=HE9=ET=S::II i ;l,· ENGINEERING DEPARTMENT ~===--====================-==~ ,. r--' t' GRACING PLANS FOR: ' ' ; ~ BRESSI RANCH • :. PLANNING AREA 9 DRAWING NO. 413-7A · J.N. 2407.09 "i :-·; . 1!· I ' C :E C') ~ ..... w I ...... l> 0 20 40 80 ----~ ---- ---.._ --- -..;::----------" ----- \ \ I / ......... , ----------------' ' " ' ' ' '-' ' ' --._ c ----~ " " '"' ......... <>o 1 0 BENCH MARK DESCRIPDON: BRASS DISK IN CONCRETE: IN A STANDARD SUR'l'EY H£1.L ON CENTERUN£ Of El. CAMINO R£Al " ' ' " " LOCA DON: COUNTY Of SAN DIEGO BENCHMARK DESIGNA noN NO. R1800 288+89 EC ELEVA noN: Jlt.407 M.S.L DAIVM: N_G,V.D. 29 T \Engr\2407\F~9\gra\2407 9grcl05 jwg 02/2312004 04 53 03 PM PS~ " ' " " ' " " " " " "-....._ '--~ '- 0 PROJECTDF.SIGN CoNSULTAN18 PIAHNlNl1 • ~ • IINalNl!mu!«J • SVIMll'/Cll'S 701 ]J Slreet, Suite 800, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGOR'f IL SHIELD!. , 4295 DAl[ 1£GISTRATICN DESIGNED PIii EXPIRES 0J-31-04 BY: RE~ SURVEY REV!Elt I - , r1.1.'< M. Sit~ "' 'J',;y <) -'-" No. 42951 ~ Exp. 03-31-04 * ""~ c1v11. 1t-o,=-CAI- ------ -------------- "AS BUILT" <.,, 1-:t• a DATE EXP. 05•,t-OIJ / , .. - ----:...:.::.::_-~ :.::..:.:::.::_ --J__ ···1········ -~-=~~=I== • t-----t------l'-------------+---+----l----+----1 I SH5EET I CITY OF CARLSBAD I SHEgETS I ENGINEERING DEPARTMENT :====--================='---'=~ GRADING PLANS FOR: I0•/0,I!(, f'PC, l !.Ill! 0~ PDC.. DA TE INITIAL GINEER OF WORK \.JALL1 REVISION DESCRIPTION I DA TE INITIAL TIAL OTI-IER APPROVA CllY APPROVAL BRESSI RANCH PLANNING AREA 9 EXPIRES 12-31-0, ¢~" n: DWN BY: PROJECT NO. ~~~ ~~~ CT 02-14(4) DRAWING NO. 413-7A J.N. 240109 l . i r / 050604 C ~ U1 G) 9. .i:::. (0 ...... w I -..J l> EROSION CONTROL NOTES: I. IN CASl" [M[RGEIICY IKJRK IS REQUIRED, CONTACT JIM URBINA AT (760) 715-7712 (ClliUlAR) OR KR/SllNE ZORTMAN OF WINAR HOMES AT (760) 918-7765. 2. EQUIPMENT AND WORKERS FOR f/,/ERGENCY WORK SHALL B£ MADE AVAILABL£ AT ALL TTM[S DURING "/11£ RNNY SEASON. ALL NECESSARY MA 7UIIALS SHALL BE STOCKPILED ON SITE AT CONITT/IENT LOCATIONS ro FACH.JTATE RAPID CONSTRUCllON OF ID.IPORARY DEVICES 'MIEN RAIN IS IMMINENr. J. DEVICES S/-10.+H ON PLANS SHALL NOT BC MOVED OR MOOIFIEO 11111/0UT 11/E APPROVAL OF /HE ENGINEER/NG INSPECTOR. 4-. /HE CONTRACTOR SHALL RESTORE ALL UIOS!ON CONTROi. OEVICfS TO WORKING OROCR TO 11/E SA nSFACnON Of 11/E CITY ENGINEER AFTER EACII RUN-OFF PROOUC/NG RAINFALL 5. /HE CONTRACTOR SHALL INSTALL ADO/TIONAL EROSION CONTROi. MEASURES AS MAY B£ REQUIRED BY 11/E CITY ENG/NEEi? DUE TO UNCOMP/..ETED GRADING CffRA noNS OR UNFORESEEN CIRCUMSTANCES WHICH MA y ARISE. IJ. /HE CON TRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUllONS TO PREVENT PUBLIC Tl?ESPASS ONTO AREAS WHERE IMPOIJNOED WA Tf:RS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROi. MEASURES PROVIDED PU/ 11/E APPROIDJ GRAO/NG PLAN SHALL B£ INCORPORA TEO HU/EON. a GRADED AR[ltS AROUND 11/E PRO.CCT PUIIMETEff MUST DRNN AWAY FROM IHE FACE Of SLOPE AT 11/E CONCLUSION Of EACH IKJRK/NG DAY. 9. ALL REMOVABLE PROTECll'IE: DEVICES Sl-/0.+l'I SHALL BE IN Pt.ACE AT 11/E END OF EACII 'MJRKING OA Y WHEN 11/E f'IVE: (5) Dlt Y RAIN PR08ABIUTY FORECAST EXCEED FORTY PU/CENT (40%). SILT AND 011/Eff DEBRIS SHALL B£ REMO>f:D AFTEff EACH RAINFALL 10. ALL GR/t IU BAGS SHALL BE BURI.AP rrPE: IWIH J/4 INCH MIN/MUii AGGREGATE. 11. SHOULD GERM/NATION OF HYDROSEEDED 51.0PE:S FAit TO PROWOE EFFECTIVE: CO>f:RAGE OF GRADED SI.OPES (90% COvf:RAGE) PRIOR ro NOVEMBEff 15, 11/E 51.0PfS SHALL BE STABIUZfO BY PUNCHED STRAW INSTALLED IN ACCORDANCE IWIH SECTION J5.02J OF 11/E EROSION ANO SEDIMENT CONTROi. HANDBOOK or /HE DEPARTMENT or CONSERVATION, STA TE or CAUFORNIA. TEMPORARY EROSION CONTROL PLANT1NO AN) /RR/GA T10N NOTES: ALL PERMANENT ANO TEMPORARY EROSION CONTRa PlANllNG AND IRRIGA llON SHALL Bf INSTALLED ANO MAINTAINED AS REQUIRED Ill SECIION 212 OF' 711E STANDARD SPECIFICATIONS ANO 711E FOlLOWING: A. HYDROS£EO/NG SHALL B£ APPUEO TO: t. ALL 51.0PF:S /HAT ARE GRADED 5: I (HORIZONTAL TO vfRTICAL) OR STEEPER WHEN 11/EY ARE: a. THREE filT OR MORE IN HEIGHT AND AOJAC£NT ro A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FffT OR MORE IN HEIGHT. 2. AR[ltS GRADED f1.A T1ffi THAii 6: t WHEN ANY or 11/E FOLLOIIING CONO/TIONS F:XIST: a. NOT SCHEDUI.EO FOR IMPROVEMENTS{CONSTRUCTION OR GENERAL LANDSCAPING) IWIHIN 60 OMS OF' ffOUGH GRADING b. IDEN1/FIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY WSIBLE 7lJ /HE PUBUC. c. HAVE ANY SPECIAL CONO/TION IDENTIFIED BY THF: CITY ENG/NEEi? /HAT WARRANTS IMMEOIA TE TREA TMEN7. 8. HYDROSEEOED AREAS SHALL Bf /RR/GA TEO IN ACCOROANC£ ',tp711 /HE FOlLOIWNG CRITERIA: I. ALL SI.OPES /HAT ARF: GRADEO 6: I OR STEEPER ANO /HAT ARE: a. 11/REE TO EIGHT FffT IN HEIGHT SHALL BE /RR/GA TEO BY HANO WA Tf:R/NG FRO/I QUICK COUPLERS/HOSE BIBS OR A CONvf:NllONAL SYSTEII OF LOW PREC/PffA 710N SPRINKLER HEADS PROWO/NG tOOX COIVIAGl b. GRE:/t TEil /HAN 8 filT IN HEIGHT SHALL BC WAlfREO BY A CONVENTIONAL SYSTEM OF LOW PRECIP/fA noN SPRINKLER HEADS PROVIDING 100% COvf:RAGl 2. AREAS SLOPED LESS /HAN 5: t SHALL Bf IRRIGA TEO AS APPROVEO CITY f/lGINEER, PR/Off TO HYDROSEEOING. /Hf DEIUOPER SHALL SUBMIT A PROPOSED SCHf/,/E TO PROWDF: IRRIGA llON TO /HE CITY ENG/NEEi?. THE PROPOSAL SHALL BE SPECIFIC REGARDING 11/E NUMBERS, TYPES .t COSTS Of IHE E1£Mf/lTS OF /HE PROPOSED SYSTEM. J. /RR/GA TION SHALL MA/NfA/N THF: MOISTURE LEilEl. OF 11/E SOit AT 11/f OPllMU/11.flfl FOR 1HE GROWTH or "/11£ HYDROSEEDED GROWIH. C. HlVf/05EED/NG MIX SHAil CONSIST OF ALL OF THE f!X.LOIWIIG: I. SEED MIX SHALL CONSIST OF' NO LESS /HAN: a. 20 lb& PEI? ACRE OF ROSE Cl.Ovf:R b. 20 /b:,. PER ACRE OF ZORffO FfSCUE c. J lb& PER ACRF: OF' E SCHOOi. CIA CAUFORNl/t d. 4 lb& PF:R ACRE OF' ACHILLEA M/LJ.EFOI.J/t o. J lb& PU/ ACRE OF AL YSSU/1 (CARPET OF SNOW) f. t /2 lb. PER ACRE OF 011./0RPHOlECA g. ITEMS c,d,e, ANO f OF /HIS SUBSECIION MAY BE OMITTED ON LOCATIONS WHERE /HE AREA BEING HYDROSEEOED IS NOT VISIBLE FRO/I EITHEff It PUBUC STREET OR RESIOENllAL STRUCTURES. h. /TEii a OF' THIS SUBSECTION MUST BE INOCULATED 111711 A NITROGfN FIXING BACT£Rl/t AND APPLIED ORY EJTHE/? BY OR/LUNG OR BROADCASllNG BEFORF: HYDROSEEDING. ! ALL SEED MATERIALS SHALL BE TRANSPORTED TO /HE JOB SIT£ IN UNOPENED CONTAINERS ',tp711 /HE CALIFORNIA DEPARTMENT or FOOD AND AGRICULTURE CERllFICATION TAG ATTACHED TO, OR PRINT£D 011 SAID CONTAINERS. J NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDED TO 711f HYDROSEED SI.URRY AT 711f DISCREllON OF' /HE CONTRACTOR. 2. TYPF: I MULCH APPLIED AT 1HE RA TE OF NO LESS THAN 2000 lbs PER ACRf.TYPE 6 MULCH (STRAW) MAY BE SUBSll7lJTED, ALL OR PARr, FOR HYDRAUUCALL Y APPUED f'IBE/? MA T£RIAI. MIEN STRAW IS USED IT 1./UST B£ ANCHORED 7lJ 11/E SLOPF: BY MECHANICALLY PUNCHING NO LESS /HAIi 50:f OF' THF: STRAW INTO 1HE SOIL. J. FfRTIIJZfR CONS/SllNG OF' AMMONIU/1 PHOSPH/t Tf SUlFA If, 16-20-0, 111TH 15% SUIJlJff APPUEO AT 1HE RA Tf or 500 lb .• PER ACRE. 0. ARF:AS TO BE HYDROSEEDED SHALL Bf PREPARED PRIOR TO HYDROSEEO/NG BY: f. ROUGHENING 1HE SURFACE 7lJ Bf PLANTED BY ANY OR A COMB/NA 710N OF: a. TRACK WAU<ING SI.OPES S7fEPEff TI-IAN 6: I b. HAffROIIING AREAS 6:1 OR f1.AT1ffi 711AT ARE SUffiCIENn.Y FRIABLE. c. RIPPING AREAS /HAT IIILL NOT BREAK UP USING ITEMS a Off b ABOvf. 2. CONO/TIONING 11/E SOILS SO 711AT IT IS SU/TAB/.£ FOR Pl.ANllNG BY: a. AOJJSTING 11/E SURFACE SO/f. MOIS7URE 7lJ PROWOf A DAMP BUT NOT SATURATED SEED BED. b. THE AOO/TION OF' SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING Off COvfRING SALINE S0/1.S TO PROVIDED VIABLE CONDITIONS FOR GRO'K711. E. HYDROSEEDED AR[AS SHALL Bf MAINTAINED TO PROVIDE A WGOl?OUS GROWTH UNllL 11/E PRO.CCT IS PERMANENn. Y LANDSCAPED OR, FOR AREAS VtHERE HYDROSSED/NG IS /HE PERMANENT LANDSCAPING, UNTIi. /HE PROJECT IS COMPLETED AND ALL BONDS RELEASED. T,\Engr\24D7VA9\grd\2407 'ler06 ci•g 02/23/2004 05 02 2l C~ PST LEGEND: DESCRIPTION SYMOO. QUANUTY STABIUZEO CONSTRUCllON ENTRANCE · SILT role£ · 0---0--0--0--0- , EA. 0 L.F. 1.100 EA. 5.700 L.F. GR/tlfl. BAGS ::::::: ...... f'IBUI ROlL · .... · .... · · ---. ---- SC-/J SC-6 1 X MIN. (ROUGH GRADE) ,6 S/..OPF: SEE7 CITY STD. DWG. GS-14 SECT!ONA-A NOTES: t. USE SS-2, SS-J, SS-4, SS-5, OR SS-7 AS APPROVED BY IN SPEC TOR. 2. SEDIMENT TRAP W/4' PVC OUn.F:r, ,-HIGH x J' IIIOE OV[RfLOW ONTO SS-7 W/ONE ROW OF' SANDBAGS ALONG EDGE: OF SPILLWAY. TOP OF TRAP 5• ABOVE OVERFLOW. MIN. SIZE IO'x20'. EOW SHALL DESIGN FOR PADS OVER 1,500 S.F. BENCH MARK FIBER ROLL DESCRIPTION: BRASS DISK IN CONCRF:Tf IN A STANDARD SURVEY lifl.L ON CENTERLINE Of EL CAMINO REAL LOCA noN: COUNTY OF SAN DIEGO BENCHMARK DESIGNA noN NO. R1800 288+89 [C ELEVAllON: JH.407 M.S.L OA TUM: N. G. V.O. 29 -----'--'=--c=c._-=------- PR.omcrDFSJoN CONSULTANTS PIJINNINO • .BNWl!IOIBNTAL • llNalNBIIRINo • StllMlYIOl'S 701 El Street, Suite 800, San Diego, CA 92l0l 6lg-233-6471 FAX 619-234-0349 GREGOR • I R.C.t. 42951 DAT! A:EGISlRATIOH DESGNED BY: 9A. . . . EXPIRES OJ-31-04 ✓-a--~ -i.,i1-0'1 SURVEY REViEW: CRUSHED AGGREGATE fRF:A TER /HAN J" BUT SMALLER THAN 6 ORIGINAL GR AOF: 90:f COMPACTED EARn-1 BER/I 12· TOP OF SLOPF: AS SHOWN ON Pl.AN BLADED SWALF: Ill/ERE SYMBOLIZfD ON PLANS W/ SANDBAGS EVERY IOo' L./2' MIN., UNLESS OTHERIIISE SPECIFIED BY It SOILS ENGINEER SECTION A-A r2• Mill., UNLESS 0711ffiWISE SPECIFIED BY A SOILS ENGINEER SECTION B-B N. T.S. PROPOSED OR EX/SllNG S/..OPE N. T.S. NOTI:: CONSTRUCT SEDIMENT BARRIER ANO CHANNEL/lf RUNOFF TO SEO/MEN r TRAPPING DEW CE CORRUGA TEO STffL PANELS .., __________ 50' MIN.------------, MATCH EXJSTING GRADE OR FOUR nMES THE CIRCUMFfl?ENCf OF THE 1.ARGEST CONSTRUCllON vfli/CI.E TIRE, 'M!ICHEVER IS CREA TER PLAN N. T.S. STABILIZED CONSTRUCTION ENTRANCE R/W 0 fYPICAL SECTION NO SCALE SECTION 8-B R/W B TEMPORARY DESIL TING BASINS AT INLETS IN SUMP CONDITION 1110TH AS REQUIRED TO ACCOMOOATI: ANTIC/A TEO TRAFFIC TEMPORARY DESIL TINQ AND EROSION CONTROL/SANDBAG DETAILS NO SCALE GRA ITT BAGS OVERI.AP ONTO CURB RUNOFF _____ .,,.. GAP BETWEEN BAGS ACTS AS SPILLWAY n-lREE I.A l'rRS OF GRA ITT BAGS 111TH ENOS OVERI.APPED ®VELBAGS NO SCALE PROWOF: \.fl.QC/TY CHECK DAMS IN ALL STREET AREAS PAVED OR UNPA>f:D AT 711( INTERVALS IND/CA l[D BELOW. IUOC/TY CHECK DAMS SHALL Bf CONSTRUCTED OF SANDBAGS. EARTH DIKES MAY NOT BE USED AS \.fl.QC/TY CHECK DAMS GRADE OF 711E STREET LESS n-lAN 2X 2X TO 4X INTfRVAL AS REQUIRED 100 FfET 4' --t--5' __i'ARIES. (MAX. 10') BLADED SWALE AND BERM I. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM ANO ALONG 711E LINE OF POSTS. J. ATTACH n-lE RL7fR FABRIC TO TH[ WIRF: FENCE ANO EXl[NO IT IN TO 711( TRENCH. I 11: 1 1 I • 11 I 1111 il1II 11 111 ~ NO SCALE 2. STAPf.f IIIRF: FENCING TO THE POSTS. 4. BACKFILL ANO COMPACT THE EXCA VA 7[0 SOIL. ~r- 1 SILT FENCE NO SCALE J'-5" (75-125mm) '· ~f UVE STAKE NOTI:: 1• X 1• STAKE (25 x 25mm) f'IBEff ROLL INSTALi.A noN REQUIRES n-lf PLACEMENT ANO SECURE STAKING OF THE ROlL IN A TRENCH, J'-5' (7S-125mm) DEEP, DUG ON CONTOUR. RUNOFF MUST NOT Bf ALLOM:D TO RUN UNDER OR AROUND ROLL. \ i'""-:-;,:-::--.--..- ~' ~\ , . ' "' AJJJACOd RUlLS SHALi. r AIIIIT ·~ '-\ V'/· FIBER ROLLS MUST BE PLACED ALONG 51.0PF: CONTOURS SEOIMENifT. ORGANIC MATTER, AND NA VE SEEDS ARE CAPTURED BEHIND 711E ROI.LS. RBER ROLLS INST ALLA T/ON ON SLOPES NO SCALF: BOIWSION BOUNDARY, __ ~_ EXISTING GROUND TYPE C OR D TERRACE DRAIN AS REQUIRED BY GS-14 FOR CU TS ANO f'ILLS H (IN FEEl) LESS THAN 1 O' . B 10' TO 20' OVER 20' EXISllNG GROIJNO TYPE 8 BROW DITCH AS REQUIRED BY GS-14 FOR CUTS AND FILLS A 2' H/5 4' + H/10 ( 10' MAX) TYPICAL SLOPE SETBACKS FROM 8U8DM8ION BOUNDARY NO SCALF: B J.5' 4 H/5 (10' MAX) 4X TO 10:f 50 FfET OVER 10% 25 FEET l---f----l------------+---t--+--+---I I SH6EET I CITY OF CARLSBAD I SHEgETS I ENGINEERING DEPARTMENT :==~--================~=== EROSION CONlROL PLANS AND STREET CROSS SECTIONS "AS BUILT" ofESS # M. Sit/. ;f O' '?-»,. ~ \, . ~ l,•?,t., '2 BRESSI RANCH PLANNING AREA 9 No. 42951 f'l\ Exp. 03-31-04 ~ CIV\\. OF Ci>.LI~ RCE -fZ'l5I EXP. OJ·J/·08 DATE I APPROVED: LLOYD B. HUB~~ -1¥ EX:IRES 12-31-051 ------+------------+---+----ir----+---1 .~d!i ,,r~wd~R ~~,,., . RE tEWE~D BY: '=Q /I-ID-bl, PIX, AC· BUl~T :=:::::::.=:=.=.=.~TL.=._=-,:;-;:,..::~~-=-~~'::,=::,~=:_=.=.=,~:::::;::::::=;::::::::= -r.~ ~--1.,.,.p . .,,.J DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: BE PROJECT NO. DRAWING NO. ~ u'4 ~-""'-' REVISION DESCRIPTION cRHvwoKD BBYY:: CT 02-14(4) 413 7A PECTOR .___DAT GINEER OF WORK OTHER APPROVA CllY APPROVAL - J.N. 2407.~9 0 20 40 80 1 0 BENCH MARK PLANNJNG AREA 7 PER DWG NO, 4-J-J~4A DESCRIPllON: BRASS DISK IN CONCRETE IN A STANDARD SURVEY llflL ON CEN TERLJNE: Of El CAMINO RE:AL LOCA noN: COUNTY Of SAN DIEGO BENCHMARK DES/GNA nON NO. R1800 288+89 [C El.EVA noN: 311.407 M.S.L DA1VM: N.G. V.D. 29 \ \ . . ·: I . 0 PRomcrDooGNCoNSULTANIS l'JANNINO • ~ • BNaiNBIIRINo • SVlM!YIOPS 701 B Street, Suite ~00, San Diego, CA 92101 619-235-6471 FAX 619-234-0349 GREGORY SHIELD'-R.C.E. '1-2951 DAlE REQSTRA.TION OEStGNED EXPIRE3 0J-J1-04 BY: ~ -Z.--t1-o'1 P• R[-.,EW, \ \ • \ -~·· ,,• . _,..J. _.,. ,. . SEESHEETB "AS BUil T" ~ RCE -,.2.'i'if EXP. SUR\f:Y RE~E'lt I ~ ;I ~ / " / ... , / \ ' ✓ . . ' . , ... ..-' • \ . '-,., \ \ ' • -~··· .. · • . !/ • . . , I • ,, , ' . . . . I _/ _ _/ ,·' ,-' / / l----ie---~------------+-----+---+--+---t I SH7EET I CITY OF CARLSBAD I SHE9ETS I ENGINEERING DEPARTMENT :::::====--=================:....'.::::~ EROSION CONTROL PLANS FOR: REVISION DESCRIPTION BRESSI RANCH PLANNING AREA 9 EXPIRES 12-31-05 '¢tKr'I DATE INITIAL DATE INITIAL Dl'IN BY:I PROJECT NO. CRHVWDKD BBYY:. CT 02-14(4) OTI-JER APPROVA CITY APPROVAL DRAWING NO. 413-7A J.N. 2407.09 ,, . '.,'--- 1 I 050601+ 0 20 /1 \ \ \ I ' \ \· \ ' ,.'.' \ . , : •. ' ,, ' I 40 80 \ ',~ ~~~ \ \ -~62, \ ·\ \ \ \'',\ '\ I \ ~~-,. \ ' . \ ,1lr:i, \\ 1 0 SEESHEET9 BENCH MARK DESCRIPTION: BRASS DISK IN CONCRETE IN A STANDARD SUR\£Y fill ON CENTERUNE OF a CAMINO REAL LOCATION: COUNTY Of SAN DIEGO BF:NCHMARK DESICNA TION NO. R1800 288+89 EC aEVA TION: Jtl.407 M.S,L DA TUM: N. C. V,O. 29 ----'-"-~c.,__c~---- T,\E~gr\2407\FA9\gr,:,\24D7 9er08 Jwg 02/23/2004 D5{543 PM PST PROJECTDBSIGN CONSULTANTS l'LINNING • llNVJBallMBNll\ • i!l«llNIIIIRII • SUIM!YIOPll 701 B Street~ Suite 800, San Diego. CA 92101 619-235-6471 FAX 619-234--0349 GREGORY M. SHI . . 4 951 DATE REGISlffATION ~ ~-EXPIRES OJ-J1-04 .,,-a-~ t-t1-o'f DESGNED BY: PM RE\!E\\! SURVEY REVIEW; SEESHEETl ~ ~-'il-r1 ( ~ ~ ~ (I) - No. 42951 ~ Exp. 03-31-04 Ei C/V\\. -CJ\1..1' / / , ,,., / ------------------ .. ,/ .' ; , ( ' / . / / I , / / / i i ,' i ! / / .: / / / I / / / / / / ' / / / / / / / / ' , .. ·-. ,.,.... ,, ·' ,-·--·•"' --•' i i ' 1 ! I . . / ' ' ' : ' . , . ·/ , ,' , . . . . ' ' ' . : ' / . -' ,, , • 1--------1--+------------+--+--+--+----1 j sH8EET I CITY OF CARLSBAD I sHE9Ers I ENGINEERING DEPARTMENT ~==:'..-=======================:'..=:===: EROSION CONTROL PLANS FOR: "AS BUILT" )-\ },.. ' ).., (.. t f., • J BRESSI RANCH PLANNING AREA 9 a DATE I AP)roYED: LLOY!l a. Huss~ ~r; ~RC;E~~1-~zq~~~':=---=EX~P~. =()=J =· '='·=0=8=-· ----t~-=-=-=1~-=,-=--=-1~-=--=,-=--=--=--=--:,-=--=--=--=--=--=--=--=-=--=--=--=--=--=--=--=--=--=--=--=--=-t-=--=--=--=-t-=--=--=--=-t-=--=--=--=-t-=--=--=--=1 . ~ 6 « r~ ~~ 6~. V WED B. YQ: !0·10-(Ji, PW A,• 8Ult..T ~·~~~~d@/"~fl::::__ ~..-f-, __ v DATE INITIAL DATE INITIAL DATE INITIAL DWN BY:~ PROJECT NO. iNSPECTOR c~--~~"D:x.-~" NGINEEROfl'IORK REVISION DESCRIPTION OTHER~PROVA CITY~PROVAL ~~~~~~CT 02-14(4) DRAWING NO • 413-7A I , ' ·, . r .·'.' ~ . •' 1 .,.. ,; J.N. 2407 0~ '.] 1r IV 0 20 40 80 ~ --- ~----' -" ---------- \ \ \ \ \ \ \ BENCH MARK / \\~ \ \ "''90 \ ' ' 'O, 0 \ I / 1 0 DESCRIPTTON: BRASS DISK IN CONCRETE IN A STANDARD SURVfY I\El.L ON CENTERLINE OF EL CAMINO RE.Al LOCA noN: COUNTY OF SAN DIEGO BENCHMARK OESIGNA noN NO. R1800 288+89 EC ELEVA noN: J11.407 M.S.L DA7UM:_~N~.G~, V.-'-'.D"-. -=2.c.9 ____ _ PR.OJECTDF.SIGN CONSULTANTS PINiNJNO • llNvDuoolNrAL • l!l«llN!!llRIN • SVRVl!Y /OPS 701 B Street, Suite 800, San Diego, CA 92101 619-235-6471 FAX 6l'J..B4-0l49 GREGORY M. SH S. R.C.E. 4295 OAT[ REGISTRATION DESIGNED PM EXPIRES 03-31-04 BY! REVIEW ~1,1,o'I SURVEY REOE'lt SEESHEET8 "AS BUil T" / \ '. '' / r·-. I .-, .1 \ 1---+---+-----------------1---1------1 I sH9EET I . __ c--=1TY'-'==o=F=-=--C..:.;A=-R'-"L-'-'-S=B:;.;.A.;._o _ _. fSHE_ETS]9Ers ;· _ ENGINEERING DEPARTMENT L__J!__j EROSION CONTROL PLANS FOR: BRESSI RANCH PLANNING AREA 9 EXPIRES 12-31-0~ !/p~tJ DRAWING NO. 413-7A J.N. 240709 I, 050604