HomeMy WebLinkAboutHMP 2022-0003; RANCHO CARRILLO HOA SLOPE REPAIR; Administrative DeterminationGRADING NOTES EROSION CONTROL NOTES
(IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT JASON HARRIS-AD MAGELLEN AT WORK TO BE DONE
CARLSBAD MUNICIPAL COD£.) THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE (760) 477-3~:ifl. (PHONE NUMBER) THE GRADING WORK SHALL CONSIST OF TH£ CONSTRUCTION OF ALL CUTS AND FILLS,
1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE GITY AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE A VAILABLE AT ALL REMEDIAL GRADING, DRAINAGE FACIL/T/£5, EROSION CONTROL FACILITIES, AND
OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS,
2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF /HE 29. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET
CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, C/TY GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING DEVICES WHEN RAIN /5 EMINENT. VICINITY MAP OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS
STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER 3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION AND ORDINANCES CITED ON THESE PLANS.
PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE CITY OF OCEANSIDE THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING
REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. THE CITY ENGINEER. QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY
POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. HIGHWAY 78 -ENGINEER. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-30. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES
WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFFICIENTLY THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND .·.
MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE
< Jo~ 1. CARLSBAD MUNICIPAL CODE DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS % \l: p SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT
ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE 1'l <;;; 2. CITY OF CARLSBAD ENGINEERING STANDARDS WORK. • '" V RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY Y ' ~ r~ t. -%, -LC\_ <"'
4. A QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE; A 31. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SE£ BELOW) AT INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. NOT TO 3. THIS SET OF PLANS
CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR SCALE
4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER V -&_ Gl '<01 4. RESOLUTION NO. NIA DATED NIA FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
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PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1, 000, 000. 00 FOR EACH UNDERGROUND SERVICE ALERT (DIG ALERT) 811 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN
OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST SDG&E (8005411-7343 REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR .. · . . ,if§> 1l CITY OF VISTA BOOK).
HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII AT&T (619 237-2787 UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. CANNON (] <; 6. SOILS REPORT AND RECOMMENDA T/ONS BY SCST. INC. OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. SPECTRUM CABLE (8005227-2600 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO DATED MARCH 21, 2017
5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM COX COMMUN/CATIONS (619 262-1122 PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A CITY OF CARLSBAD(STREETS & STORM DRAIN) (760 )434-2980 ,;, I" ~ 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY AND OTHER APPROPRIATE AGENCIES. "CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (766)438-2722 HAZARDOUS CONDITION. ~ ,iJ, ~ "' THE CITY OF CARLSBAD STANDARDS. 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY 'SAN DIEGUITO WATER DISTRICT (766)633-2650 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR ~ \ < <I' CITY OF WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION "LEUCADIA WASTEWATER DISTRICT (760)753-0155 EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. ~~ -, .. _,, 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS
HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. *VALLECITOS WATER DISTRICT (760)744-0460 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF DATED NIA ~ ""u -.. ~ , ....
7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL 'OLIVENHAIN WATER DISTRICT (760)753-6466 SLOPE AT THE CONCLUSION OF EACH WORKING DAY. "' 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED NIA
OF TH£ CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE "BUENA SAN/TA TION DISTRICT (760)726-1340 x/330 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ~~ ~
APPROPR/A TE SHEET OF THE PLANS AND THE TITLE SHEET. *AS APPROPRIATE WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY <f'<,; ~ 10. STORM WATER POLLUTION PREVENTION PLAN, TIER 2, PREPARED
PERCENT (50%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. ·:A:.: .· .. ·.·.?:\::-f:f.. BY COFFEY £NG/NEERING SEE SHEETS 3 & 4 OF THIS PLAN 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING 32. PERMIT COMPLIANCE REQUIREMENTS: ~ SIGNED BY THE CITY ENGINEER. A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE. PACIFIC . \LI< cosrJil -AVE c.; 11. STORM /,WATER QUALITY MANAGEMENT PLAN PREJ_ARED
9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, 11. SHOULD GERM/NAT/ON OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OCEAN \~ ~ BY N A DATED N A
BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8} OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE ft 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND
CITY. CARLSBAD MUNICIPAL CODE. STABILIZED BY PUNCH 51RAW INSTALLED IN ACCORDANCE WITH SECTION 35. 023 OF THE Lr--... ~ CAL TRANS CONS1RUCTION SITE BMP MANUAL.
10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO B. PRIOR TO COMPLETION OF GRADING WORK -THE FOLLOWING EROSION AND SEDIMENT CON1ROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION,
TH£ PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE STA TE OF CALIFORNIA.
OF ENCINITAS~ PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD CITY
11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED MUNICIPAL CODE: EROSION CONTROL HYDROSEEDING, PLANTING AND /RR/GA TION INDEX OF SHEETS LEGEND OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION
CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE SHEET 1 ••..•.•••••••••••••• TITLE SHEET & NOTES DESCRIPTION DWG.NO. SYMBOL QUANTITY
CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS GRADING IS COMPLETE. ALL EROSION CON1ROL, SLOPE PLANTING INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SHEET 2 .................... GRADING & DRAINAGE PLAN
MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEER/NG AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY SPECIF/CATIONS AND THE FOLLOWING: SHEET 3 ••.••••••.•••••••••• CITY TIER 2 SWPPP TITLE SHEET PROPERTY LINE N45:1_5'45"W
INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE A. HYDROSEEDING SHALL BE APPLIED TO: SHEET 4 .................... EROSION CONTROL & BMP PLAN
12. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA T/ON REGARDING LETTER FROM CITY ENGINEERING DEPARTMENT). 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN DIRECTION OF FLOW/
ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED (2) AS-BUILT GRADING PLAN. THEY ARE: EARTHEN SWALE Q('
PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A LEGAL DESCRIPTION (E) SPOT ELEVATION X 100.00 ~·
SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO PUBLIC WALL OR STREET. LOT 239 OF TRACT 93-04, RANCHO CARILLO PHASES 4 & _igg$ STATE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 5 IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, (P) SPOT ELEVATION
SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF (E) CONTOUR 90
ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE EXIST: 13832, FILED IN THE OFFICE OF THE COUNTY RECORDER, (P) CONTOUR 90 • EARTHWORK SPECIF/CATIONS • ATTACHED TO THE PRELIMINARY SOILS GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL a. COUNTY OF SAN DIEGO, AUGUST 10, 1999 OF C.R. INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING.
PROJECT INSPECTOR. AND ANY SUPPLEMENTS THERETO. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY APN: 222-662-26 P.C.C. BROW DITCH D-75 )· )· 72 LF
13. A PRFCONSIB.!.J.C.IlQtJ. MEE.Il/Y.G. SHALL I.if. li£U2 AI Itl.E. S.lIE: EElQ/i TO JH£ (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE VISIBLE TO THE PUBLIC.
l.1£Git,UY.lti.G. QE WORK .!,/!I.fl S./:1.Al l I.if. .!, 111:.Nllf.Q l.i't All /iE.PRFSF/!I.U, IDL£S. CITY. C. HA VE ANY SPECIAL CONDIT/ON IDENTIFIED BY THE CITY ENGINEER LIMIT OF GRADING ~ _::,J( _\v.'._ RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER (5) PERMANENT S7RUCTURAL BMP INSTALLATION CERT/FICA TE. THAT WARRANTS IMMEDIATE . TREATMENT. PROJECT ADDRESS
AS.EEC.IS. O[ THE. woms: THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION (6) PERMITTED WALL FINAL INSPECT/ON REPORT. B. HYDROSEEDED AREAS SHALL BE /RR/GA 1[0 IN ACCORDANCE WITH THE FOLLOWING EL FUERTE STREET & CHORLITO STREET STORM DRAIN LINE 4" SOR .35 U.N.O. 75 LF , G BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) CRITERIA: .
=----•" CARLSBAD, CA 92009 WORK/Nii VA,~ , , ,<r-STAffflNG~TRUCTION. THE CONTRACTOR WILL THEN BE 33. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: 4" PERFORATED UNDERDRAIN I I I I I I I I I I 111111111111111 85 LF CONTACTED BY THE PROJECT INSPECJ; -'-'ro-£00RDINAT£. A.Dt.TEAND TIME FOR THE YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED a. THREE TO EIGHT FEET IN Hlc/GHT SHALL BE /RR/GA TED BY HAND
PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO·· TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL DEVELOPER SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR liNY SUCH RECHECK. SYSTEM OF LOW PRECIPITA T/ON SPRINKLER HEADS PROVIDING 100%
AT THE MEETING. COVERAGE. NAM£: RANCHO CARILLO MASTER ASSOCIATION
14 . .!ill /llSPEC.IlQ/!I. RFOllfS.IS. QTHFf?. llia/!I. FQE EliE.C.QNSTRllC.IlQ/!I. MFE.Il/Y.G. Wll I 1.1F 34. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS b. GREATER THAN 3· FEET IN HEIGHT SHALL BE WATERED BY A ADDRESS: 2237 FARADAY AV£ f100 CONSTPUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT MA/lE. BY: C.Al l/NG. THF E./!I.GJ./!I.E.E.RING. 2~ tiQUR lf!l.,PFCilQ/!I. RFOU.E.S.I ! /ti.E. ilI WASTEW.4TER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE CONVENTIONAL SYSTEM OF LOW PRECIPITA T/ON SPRINKLER HEADS
(760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. PROVIDING 100% COVERAGE. CARLSBAD CA 92008 ABBREVIATIONS SATISFACTION OF THE CITY ENGINEER. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MAO£ "DECLARATION OF RESPONSIBLE CHARGE" 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY
THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE PHONE NO.: (7602 431-2522 AC ASPHALTIC CONCRETE H HIGH
15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CON7RACTOR HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE BLK BLOCK IRCV IRRIGATION CONTROL VALVE SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT TH£ DESIGN IS THE PROPOSED SYSTEM. BRK BRICK LP. LOW PRESSURE SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, CONSISTENT WITH CURRENT STANDARDS. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM REFERENCE DRAWINGS BW GRADE AT BOTTOM OF WALL PVMT PAVEMENT STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. Ii. CENTER LINE TEL TELEPHONE
16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: MAP 13832 C; CONG CONCRETE TW TOP OF WALL ELEVATION
A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING RESPONSIBILITIES FOR PROJECT DESIGN. 1. SEED MIX SHALL CONSIST OF NO LESS THAN: DWG. NO. 188-6 ELEV ELEVATION TYP TYPICAL
THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE ~/~ DWG. NO. 188-6A /[; FL FLOW LINE -.. OF WORKER PROTECT/ON FROM THE HAZARD OF CAVING GROUND DURING THE FIRM: COFFEY ENGINEERING. INC. a. 5 LBS. PER ACRE COASTAL DEERWEED
EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA TION ADDRESS: 9666 BUS/NESSPARK A VE., SUITE 210 ~\.J. V,i( ~ b. 4 LBS. PER ACRE FASCICLED TARWEED EARTHWORK gUANTITIES THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR SAN DIEGO CA 92131 ~ rt.f ~ ~ C. 3 LBS. PER ACRE CALIFORNIA ENGEL/A M!'l'i 1 \l ZG22
MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED CITY, STATE: C>C) .... ~ d. 7 LBS. PER ACRE CALIFORNIA BUCKWHEAT CUT: 15 CY
AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARl!;;.S. FROM THE:. SHORING SYS.IrM TELEPHONE: (858) 831-0111 !I!! No. C076074 e. 4 LBS. PER ACRE LONG-STEM GOLDEN-YARROW r .. . . .. . .
* * 100 CY .
STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 BY: DANIEL VALDEZ PE DATE: 2/17121 4 LBS. PER ACRE CALIFORNIA POPPY FILL: ' f. .. . . ~ ,.. . . ·-.: .,; . ' -" CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A (NAME OF ENGINEER) ~ CtV\\. ~ g. 2 LBS. PER ACRE COASTAL GOLDENBUSH IMPORT: 85 C.'t REGIS.TERED E.NG.[NEEf?. AT THE C.ONTRACIORS /;;.XfJENSE. A COPY OF THE OSHA R.C.E. NO.: 76074 If-D; CA\.\ ,cs h. 3 LBS. PER ACRE STINGING LUPINE
EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO REGISTRATION EXP/RATION DA TE: 6/3012022 I. 2 LBS. PER ACRE CATERPILLAR PHACELIA EXPORT: NIA C.'t STRUCTURAL {POST-CONSTRUCTION) BMP TABLE
EXCAVATION.
SOILS ENGINEER'S j 4 LBS. PER ACRE NEEDLE GRASS REMEDIAL: 465 C.'t STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMOD/FICA T/QN? 17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN CERTIFICATE k. 2 LBS. PER ACRE WESTERN VERVAIN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING EMIL RUDOLPH REGISTERED CIVIL ~ STANDARD STORMWATER REQUIREMENTS B YES (SEE SWMP FOR DOCUMENTATION) PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. ,. ,A BENCH MARK
18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING DESCRIPTION: WELL MONUMENT WISTAMP RC£ 9416 PRIORITY PROJECT REQUIREMENTS NO
DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT o. ALL SEED MATERIALS SHALL BE 1RANSPORTED TO THE JOBS/TE IN LOCATION: WELL MONUMENT; CLSB-030, (PT If. 30) A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART SITE WAS MADE BY ME OR UNDER MY DIRECTION ON THE DATE OF FOOD ANO AGRICUL TUR£ CERTIFICATION TAG ATTACHED TO, OR RECORDED: FEBRUARY 8, 2002 AS FILE NO. 2002-0112862 OF O.R. MAINTENANCE MAINTENANCE UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY TYPE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. . FREQUENCY MARCH 21 . 2017. TWO COPIES OF THE SOILS REPORT PRINTED ON SAID CONTAINERS. ENGINEER TO DO SO. COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE ELEVATION: PER ROS 17271 p. 19. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. ELEVATION: 517.68' DATUM: NGVD29 WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. EARTHMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOCIATED TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND SIGNED: HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING G.E./P.E. NO.: 2767 ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY THE STRAW INTO THE SOIL. HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) DATE: 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% i 20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY OF CARLSBAD I SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. TOTAL LOT AREA -9.596 ACRES CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF LICENSE EXP/RATION DA TE: 613012021 Administrative Permit ' 11 AS BUIL T 11
WORK. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: TOTAL DISTURBED AREA = 0.10 ACRES OWNER'S CERTIFICATE 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF:
21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE ·-(THIS AREA INCLUDES BUT IS NOT LIMITED TO a. TRACK WALKING SLOPES STEEPER THAN 6: 1
Case No HM.{:> 2.0U. -OOO J DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. lliE C.Q/!I.TRACTOR I ( IA,£ ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR b. HARROWING AREAS 6: 1 DR FLATTER THAT ARE SUFFICIENTLY FRIABLE. OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS
SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL C. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ANO TEMPORARY DISTURBANCE SUCH AS VEHICLE
ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA T/ON. GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF ABOVE. ixibit ~o.-6-'5-·· Date 7 J1,..i /y;ZL i AND EQUIPMENT STAGING AREAS, CONSTRUCTION RCE EXP. DATE
22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO 1REES ARE THIS SITE. IF THIS PROJECT/DEVELOPMENT 15 SUBJECT TO A STATE-2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY
TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. REGULATED SWPPP, I (WE) ALSO AGRE£ A QUALIFIED SWPPP PRACTITIONER a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) REVIE\v'ED BY:
23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF BUT NOT SATURATED SEED BEO. TOTAL REPLACED IMPERVIOUS AREA --0-S.F WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONST.RUCTION ORDER AND b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING
MINIMUM ONE PERCENT SLOPE. MUNICIPAL PERMIT, LATEST VERSION. COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR TOTAL PROPOSED IMPERVIOUS AREA --0-SF INSPECTOR DATE GROWTH. 24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT 15 I SH1ET I CITY OF CARLSBAD I S4ETS I EROSION CONTROL PLANS. EROSION CON1ROL SHALL BE AS SHOWN AND AS APPROVED BOARD PRESIDENT. RANCHO CARILLO MASTER ASSOC/A TION DATE PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. ENGINEERING DEPARTMENT 25. ALL SLOPES SHALL 8£ TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SOURCE OF TOPOGRAPHY 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND MINOR GRADING PLANS FOR:
ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY HANDSHOT WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE Rancho Carillo HOA AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. METHODS FROM INFORMATION GATHERED OCTBER 10, 2019 BY APPROVED GRADING PLANS. AN APPROVED EROSION CONTROL PRODUCT (RECP) SHALL BE INSTALLED PER
26. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED MORRISON ENGINEERING, INC. EC-7 IF THIS REQUIREMENT CANNOT BE MET. JUTE, EXCELSIOR OR STRAW BLANKET IS UNACCEPTABLE. Erosion Repair WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE 3. SHOULD GERM/NAT/ON OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING
AS SHOWN ON THE APPROVED GRADING PLANS. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN GR2021-0010 TITLE SHEET
27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED STANDARDS. APPROPRIATE EROSION CONTROL MA TT/NG MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. APPROVED: JASON S. GELDERT
BY THE CITY OF CARLSBAD LANDSCAPE MANUAL. THE LANDSCAPING PLANS FOR PROJECT LOCATION 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF
THIS PROJECT, DRAWING NO. NIA • AND/OR AS DIRECTED BY THE CITY CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30 /22 DATE
ENGINEER OR PLANNING DIRECTOR. THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) CITY ENGINEER OF PLANNING DIRECTOR. /1\
222-662-26 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COOROINA TE THE WORK OF THIS OATE INITIAL DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: PD2021-0014 530-3A THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT 15: CONSTRUCTION SWPPP SHOWN ON ANY GRAOING PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: N 346 E 1695 IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK.
3' TYPICAL BLANKET FILL IF
RECOMMENDED BY THE
GEOTECHNICAL ENGINEER
TOP WIDTH OF FILL
AS SPECIFIED BY THE
GEOTECHNICAL ENGINEER
COMPETENT MATERIAL ACCEPTABLE TO
THE SOIL ENGINEER (FIRM SOILS FREE
COMPACTED FILL
FACE OF FINISHED SLOPE
HEEL DRAIN PER DETAIL 'B'
(SLOPED MINIMUM 2% TOWARD
SUITABLE SUB-DRAIN OUTLET)
SUB-DRAIN PER
DETAIL 'C' (SLOPED
MINIMUM 2% TOWARD
EX. CONCRETE
HEADWALL
'2: MINIMUM KEY DEPTH
(TO BE DIRECTED BY
FIELD OBSERVATIONS
FROM GEOTECHNICAL
CONSULTANT)
OF LOOSE OR DISTURBED SOILS)
VARIABLE
MINIMUM HEIGHT OF BENCHES L IS 4' OR AS RECOMMENDED BY
THE GEOTECHNICAL ENGINEER
MINIMUM 1' TILT BACK
OR2%SLOPE
(WHICHEVER IS GREATER)
DETAIL 'A' -STABILIZATION FILL DETAIL
NO SCALE
I
I
Perforated Pipe*
f inch open graded gravel or ~UNalert
6wblcfeetlfoot
DETAIL 'B' -HEEL DRAIN DETAIL*
NO SCALE
Outlet Sloped
Minimum2%
Daylight near toe of
slope to suitable outlet
Desian Finish Grade
(
/
i inch open graded
gravel or equivalent
6 cubic feet/foot
/ rillermate)ial to be
/ Mirafi :l:fON or Equal
==========
Lro~M1N-""r----fi ~ r 5'MIN :
~ Plpe~-•➔1-• --Pdorlilled Pipe"'
DETAIL 'C' -SUBDRAIN OUTLET DETAIL*
NO SCALE
*SUB-DRAIN INSTALLATION
Subdrain and heel drain pipe shall be installed with perforation down.
*SUB-DRAIN PIPE
Subdrain and heel drain pipe shall be 4" diameter PVC or ABS, type SDR35
--+---
APN I
I
I
215-380-11 I
I
I
S00"52'06"W 79.66' -----~/2----/
-----------
I
I
I
I
32.0' If. to
FACE OF CURB
-----
-j~ ----
~
I
I
I
I
-~:zj
I 20 30
11 AS BUIL T'1
RCE __ _ EXP, ___ _ DATE
REVIE'w'ED BY:
JASON S. GELDERT
TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP)
STORM WA1BR POLLUTION PREVENTION N01BS VICINITY MAP
GENERAL SITE MANAGEMENT REQUIREMENTS CITY OF OCEANSIDE
HIGHWAY, 713
71-/E FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO EROS/0/j_ CONTROL HYDROSEEDING, PLANTING AND /RR/GA TION l t 71-/ROUGHOUT Tl-IE DURA T/ON OF 71-/E CONSTRUCT/ON WORK (YEAR ROUND). .· ~ gir ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL 8£ .-_. :,..I,
INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF 71-1£ STANDARD ·. '1l ';:\ V 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: DA VE HOFFMAN FROM: GROUNDFORCE SPECIF/CA T/ONS AND THE FOLLOWING: >;A "' r .I AT (TEL.NO) (858)560-9555 EXT. 102 . NOT TO A. HYDROSEEDING SHALL 8£ APPLIED TO: <" ./, ( ~ I,\ SCALE
DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STE:EPER WHEN --.... I,(_ "' ~ IY 2. THEY ARE:
. /' ~ ~,i"''tvo WIT/10UT THE APPROVAL OF 71-/E ENGINEERING INSPECTOR. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A a.
\" '< .. lh OJ J. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER PUBLIC WALL OR STREET. ~ ~A~~~fl # i· ~ CITY OF VISTA b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. TO THE SA T/SFACTION OF 71-/E CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL.
2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS ~ Qj '\ r ROAD -
4. THE CONTRACTOR SHALL INSTALL ADD/T/ONAL EROSION CONTROL MEASURES AS MAY BE EXIST: ;i..._ p ALOl,\AR ,;,.'<-'<OS;,-~/7'"" NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL ~~ ~s~ s:, REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN a. 0~ LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. '<' CIRCUMSTANCES WHICH MAY ARIS£ -/ CITY OF b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS H/GHL Y ~~ ~:( ') R0'-0 , SAN MARCOS 5. 71-/E CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS VISIBLE TO THE PUBLIC. wi y ,
1l> '(9, 7/;/ TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS C. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER ~~ p~ . -
MGA CONDITION. THAT WARRANTS IMMEDIATE TREATMENT.
B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING (3-'4, ~
6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM lHE FACE CRITERIA:
:-:•.:-A.--:-.:-.--.-:-.-:--.-.-._. ...... \.-r{} £( ~ ~ OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: ~ THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND PACIFIC ·.· v-cosr4' ~ AVE o; a. z ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT 71-/E END OF EACH WORKING WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL OCEAN \\ £ DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% ~ AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL COVERAGE. u--.. ~
8. ALL GRAVEL BAGS SHALL CONTAIN J/4 INCH MINIMUM AGGREGATE. NON-8/0DEGRADABLE BAGS b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A
'-\. CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS SHALL BE REMOVED PRIOR TO THE CLOSE OF THE GRADING PERMIT. BIODEGRADABLE BAGS MAY PROVIDING 100% COVERAGE. CITY OF ENCINITAS SC--
REMAIN. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY 2. 9. ENGINEER, PRIOR TO HYDROSEEOING. THE DEVELOPER SHALL SUBMIT A PROPOSED INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. SCHEME TO PROVIDE /RR/GA T/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE
ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE 10. THE PROPOSED SYSTEM. BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF J. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM DURING RAIN EVENTS. LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. Erosion Control Tracking Non-Storm Water Waste Management and Materials 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 8MPs Sediment Control BMPs Control BMPs Management BMPs Pollution Control BMPs
12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND 1. SEED MIX SHALL CONSIST OF NO LESS THAN:
a. 5 LBS. PER ACRE COASTAL OEERWEED C: MAINTAINED. 4 LBS. PER ACRE FASCICLED TARWEED -~ C: .Q --b. .Q C: ,, ~ " ,, C: 3 LBS. PER ACRE CALIFORNIA ENGEL/A -~ 0, 0 "' ,,
13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO C. C: 2 C: " " C: :§ 0, E C: ~ C: .2 0 2 2 .2 .E .!;,. 0 0 d. 7 LBS. PER ACRE CALIFORNIA 8UCKWHEA T 0 § -" SITE ADDRESS: PROTECT 71-/E EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, ~ ::. ,, "' 0, -~ c£ ~ ~ -~ "-:, C' 0, -4 LBS. PER ACRE LONG-STEM GOLDEN-YARROW ~o
C: " "' "' "' §1 c3" 0 C: "' " e. o~ 0, g. " .£ .£, C: -~ ~ ;g_ -MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL Best Management Practice* " ~ .£ 0 0 co & t: C: "' 0 a; a; C: "' f. 4 LBS. PER ACRE CALIFORNIA POPPY C: 0, 0,
"' " "' ~ 8~ -"' 0 -i 1: STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED ~ ii .£ E as .£ L) "' ,, "' ;g ,, Q) "' ::. C: " C: C: EL FUERTE ST. &: CHORUTV ST. 2 LBS. PER ACRE COASTAL GOLDENBUSH (BMP) Description ➔ .Q~ "' ., "' "' 0, " 0, e c: 0, C: C: c::, ::::, ~ -., "' " "' g. " ~ "' 0 "" c5 ~-£ ]~ ,, C: C: i~ CARLSBAD, CA 92009 TO BE "EXPOSED" FOR PURPOSES OF 71-1/S REQUIREMENT. -" 3 ~ Q) <> -0 "' 0 0, "' " E "' E §1 0, "" c::, 0 .c::i-2 "' s 0 -S?: " h. 3 LBS. PER ACRE S71NGING LUPINE "' -::. c::, 0, C: C: ll:: _E §' -L) l'l c£ 0 "' ~ "" .._ -0 "' -"' :u .!; "' ><
:S-~ ~ " -E~ ~ &i ~~ o,~ ~-£ ·-0, ~ a..e 0, 1: 0, e en 71-/E OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION i. 2 LBS. PER ACRE CATERPILLAR PHACELIA ~ "' ,, "' ~ .,, ~ " ::, '€l ·-" ·-,:, i..,.:;:-;; .s; e "§ -~ § as e 32 g t:,O <> 0 14. ~~ -<> .._ " ::, .._ ~ -0 .._ -0 0 " <> <> -~ APN: 222-662-26 0 0 .._ 0 8--" "' 0 .._ <> Ji 0 0 0 0, ~o e; ~ ~ .c: " ~o ~ 0 ::::c::: ~§ C: C: j. 4 LBS. PER ACRE NEEDLE GRASS :2 ~ ~ Ee ict 0 0 -0 ot8 -o 0 0 PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF ct~ ~ G3c:"i "" "' 6 (3 tr)§ en ti: ~ C: ~c -c)l::. Vi "' "' "' -"' ll:: o..a 0.. ::. "' ::. "' :r: ::. L)::. THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT k. 2 LBS. PER ACRE WESTERN VERVAIN
IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NA T/ONAL WEA 71-/ER SERVICE TOTAL 40 LB/ACRE CASQA Designalion ➔ "' .... r-.. -..., .... "' r-.. Q "' ..., r-.. 0:, -"' ..., .... "' <O 0:, 0:, 0, --<O 0:, ---I I I I I I I I I I ~ ~ I I I I I J, I J, I I I I I I I FORECAST). ON REQUEST, 71-/E OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF ~ ~ ~ ~ ~ ~ bl bl bl bl bl bl 12': 12': "' "' i i i i i i i OF THIS CAPABILITY. Construction Activity :;a: :;a: :;a: :;a:
15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE o. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN X Gradinn /Soil Disturbance X X X X X X X X X X X X X X AREA OF DISTURBANCE UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF Trenchina/txcavation AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY FOOD AND AGR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT PRINTED ON SAID CONTAINERS. X Stockoilina X X X X X X X X X X X X X X
HA VE BEEN COMPLETED. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE Drill inn IBorina AREA OF DISTURBANCE 4,500 S. F. p.
THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. Concrete/Asohalt Sawcuttina 16. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. X Concrete Fiatwork X X X X X X X X X X X X X X LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR Pavina (THIS AREA INCLUDES BUT IS NOT LIMITED TO PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF Conduit/Pioe Installation AND TEMPORARY DISTURBANCE SUCH AS VEHICLE
ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING THE STRAW INTO THE SOIL. Stucco/Mortar Work AND EQUIPMENT STAGING AREAS, CONSTRUCTION
IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0, WITH 15% X Waste Disoosal X X X X X X X X X X X X X X WORKER FOOT TRAFFI~ SOIL/GRAVEL PILES, UTILITY SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. X Staaina/Lay Down Area X X X X X X X X X X X X X X TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) 1Z ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED D. AREAS TO BE HYDROSEEOED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: Eauioment Maintenance and Fuelina MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE OAY5. THE ABILITY 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: X Hazardous Substance Use/Storaae X X X X X X X X X X X X X X TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS 1:/QI SUFFICIENT. BMPs NEED TO BE a. TRACK WALKING SLOPES STEEPER THAN 6: 1 Dewaterina INSTALLED IN THESE AREAS. b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. CONSTRUCTION THREAT: C. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b X Site Access Across Dirt X X X X X )( X X X X X X X X 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT 71-/E PROJECT SITE ABOVE. Other (fist): THROUGHOUT THE YEAR. WHENEVER 71-/ERE IS A 40% CHANCE OR CREA TER OF A RAIN 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: Instructions: CONSTRUCTION 71-/REA T TO STORM WATER QUALITY (CHECK BOX}: WITI-/IN A 71-/REE (J) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. □ HIGH 00 MEO/UM ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN BUT NOT SA TURA TEO SEED BED. 71-/ERE IS 50% CHANCE OF RAIN WITI-/IN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING 2. Located a/o~ the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one
THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK N071C£ OR OTHER COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR or more BM s you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column.
ENFORCEMENT ACTION. GROWTH. J. Refer to the CASQA construction handbook far information and details of the chosen BMPs and how to apply them to the project
19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND E. HYDR□SEEDED AREAS SHALL BE MAINTAINED TD PROVIDE A VIGQRDUS GRQ'v/TH UNTIL THE OWNER/APPLICANT: THE PROJECT IS PERMANENTLY LANDSCAPED DR, FDR AREAS 'v/HERE HYDR□SEEDING IS THE PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. PERMANENT LANDSCAPING, UNTIL THE PROJECT IS CQMPLETED AND ALL BONDS IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT RELEASED. NAME: RANCHO CARRILLO MASTER ASSC. -C/0 WALTERS MANAGEMENT 71-/E YEAR. 2. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED AND/OR LEGEND ADDRESS: 3207 GREY HAWK COURT, SUITE 140, CARLSBAD, QI 92010
20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED HYOROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE (DELETE ITEMS NOT USED ON THE SITE MAP) TELEPHONE NO.: (760} 431-2522 OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE AS SHOWN ON THE APPROVED GRADING PLANS. AN APPROVED EROSION CONTROL PRODUCT
FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH (RECP) SHALL BE INSTALLED PER EC-7 /F THIS REQUIREMENT CANNOT BE MET. JUTE,
IT WAS USED. REPAIRS AND REPLACEMENT MUST 71-/EREFORE PUT A MORE ROBUST BMP EXCELSIOR OR STRAW BLANKET IS UNACCEPTABLE. DESCRIPTION SYMBOL EMERGENCY CONTACT: MEASURE IN PLACE J. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT SE-1, SILT FENCE COVERAGE OF GRADING SLOPES (90% COVERAGE} PRIOR TO OCTOBER 1, 71-/E SLOPES SHALL ---D-----0---C,--.,
21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA mNG MATERIAL APPROVED BY NAME: RANCHO CARRILLO MASTER ASSC. -c/o WALTERS MANAGfMENT
WATER POLLU710N PREVEN710N AND BMP MAINTENANCE 71-/E PUBLIC WORKS INSPECTOR. SE-6, GRAVEL BAG = ADDRESS: 3207 GREY HAWK COURT, SUITE 140, CARLSBAD, QI 92010 OWNER'S CERTIFICATION: 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY TELEPHONE NO.: (760) 431-2522 THE CITY OF CARLSBAD LANDSCAPE MANUAL, 71-/E LANDSCAPING PLANS FOR THIS PROJECT WM-1, MATERIAL DELIVERY ANO STORAGE WM-1
OR AS DIRECTED BY 71-/E CITY ENGINEER OF PLANNING DIRECTOR. I UNDERSTAND AND ACKNOWLEDGE 71-/AT I MUST: (1) IMPLEMENT
5. THE OWNER/APPLICANT SHALL ENSURE 71-/A T ALL CONTRACTORS SHALL WM-2, MATERIAL USE WM-2 BEST MANAGEMENT PRACTICES (BMPs) DURING CONSmUCTION ACTIVITIES
COORDINATE lHE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA TION OF
WEATHER TRIGGERED ACTION PLAN PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS WM-5, SOLID WASlF MANAGEMENT WM-5 POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM
REQUIRED FOR THIS PROJECT WORK. WATER TO CONSTRUCT/ON RELATED POLLUTANTS; AND (2) ADHERE TO, AND
PLANTING REQUIREMENTS (COASTdL SAGE SCRUB CONTAINER PLANTS) WM-9, SANITARY/SEPTIC WASlF MANAGEMENT WM-9 AT ALL TIMES, COMPLY WITI-I THIS CITY APPROVED 7/ER 2 CONSTRUCTION SWPPP THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO 71-/ROUGHOUT 71-/E DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL 71-1£ COMPLETELY PROTECT Tl-IE EXPOSED PORTIONS OF THE SITE WITI-/IN 48 HOURS OF A ~ CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD.
PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% SPECIES NAME COMMON NAME COMPOSITION % CENTER SPACING QUANTITY m-1, STABILIZED CONSTRUCTION ENTRANCE CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED ARTEMIS/A CALIFORNICA CALIFORNIA SAGEBRUSH 15 4 JO
YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, BACCHARIS SAROTHROIOES BROOM BACCHARIS 10 4 20 OWNER(S)/ OWNER'S AGENT NAME (PRINT) NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. ENGEL/A CALIFORNICA CALIFORNIA ENCELIA 10 4 20
ERIOGONUM FASC/CULATUM CALIFORNIA BUCKWHEAT 15 12 JO
Tl-IE NATIONAL KE'A THER SERVICE FORECAST SHALL BE MONITORED AND USED BY /SOCOMA MENZIES/I COASTAL GOLDEN8USH 10 4 20 OWNERfS)/ OWNER'S AGENT NAME (SIGNATURE) DATE 71-/E DEVELOPER ON A DAILY BASIS. IF PREC/PITA TION IS PREDICTED (40% CHANCE OF RHUS INTEGRIFOLIA LEMONADE BERRY 20 12 40
I SH4ETS I RAIN), 71-/EN Tl-IE NECESSARY WATER POLLUTION CONTROL PRAC71CES SHALL BE DEPLOYED SALVIA AP/ANA WHITE SAGE 10 12 20 I SH3ET I CITY OF CARLSBAD WITI-/IN 48 HOURS AND PRIOR TO THE ONSET OF 71-/E PRECIPITATION. SALVIA MELL/FERA BLACK SAGE 10 4 20
NAME OF PREPARER: DANIEL VALDEZ ~ESSI~ ENGINEERING DEPARTMENT
THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND
QUALIFICATION OF PREPARER· RC£ 76074, QSD 21156 1~~\. J. v~<~ ~ MINOR GRADING PLANS FOR:
SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST Rancho Carillo HOA MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND -'<' <" ~
PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY ADDRESS: COFFEY ENGINEERING, INC. ~ ~o. C07607: Erosion Re~air * * BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED 9666 BUSINESSPARK AVENU£ SUfTE 210 ,S> '<' GR2021-0010 SWPPP TIER 2 TITLE EET VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT SAN DIEGO, CA 92131 ~ C/V\\. ~ CONSIDERED TO BE "EXPOSED" FOR lHE PURPOSES OF "WEATHER TRIGGERED AC710N PLAN".
PHONE NO.: (858) l',t OF CA\. I~~ APPROVED: JASON S. GELDERT
AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR 831-nJ.11
DEPLOYMENT OF "WEATHER TRIGGERED BMPS~ /v_Vfp" ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30 /22 DATE
76074 6/30/2022 Ii'. DWN BY: PROJECT NO. DRAWING NO.
SIGNATURE R.C.E./CERT. NO. UC. EXP. DATE DATE DATE INITIAL DATE INITIAL DAiE INITIAL CHKD BY: PD2021-0014 530-3A ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY:
HYDROSEEDING NOTES
1. GENERAL SPECIFICATIONS:
SLOPES HIGHER THAN 3' SHALL BE HYDROSEEDED PER
THE FOLLOWING NOTES.
IRRIGATED SEED MIX FOR PADDED AREAS.
II. HYDROSEEDING MIXTURES AND RA TES OF APPLICATION
IRRIGATED HYDROSEED MIX
BOTANICAL NAME -RATE/ACRE
a. 5 LBS. PER ACRE COASTAL DEERWEED
b. 4 LIBS. PER ACRE FASCI CLEO TARWEED
c. 3 LIBS. PER ACRE CALIFORNIA ENCELIA
d. 7 LIBS. PER ACRE CALIFORNIA BUCKWHEAT
e. 4 LBS. PER ACRE LONG-STEM GOLDEN-YARROW
f. 4 LBS. PER ACRE CALIFORNIA POPPY
g. 2 LBS. PER ACRE COASTAL GOLDENBUSH
h. 3 LBS. PER ACRE STINGING LUPINE ,. 2 LBS. PER ACRE CATERPILLAR PHACELIA
j. 4 LIBS. PER ACRE NEEDLE GRASS
k. 2 LBS. PER ACRE WESTERN VERVAIN
TOTAL 40 LB/ACRE
D. ALL BARE SPOTS SHALL BE RESEEDED WITH SAME
HYDROSEED AND SUSPENSION COMPOSf1lON WITHIN
THIRTY (30) DAYS TO THE SATISFACTION OF THE
OWNER.
2. GRADED, DISTURBED, OR ERODED AREAS TO BE
TREATED WITH NON-IRRGATED HYDROSEED MIX SHALL
RECEIVE AN INTERIM BINDER/TACKIFIER AS NEEDED
BETWEEN APRIL 2ND AND AUGUST 31ST FOR DUST
EROSION CONTROL AND SUBSEQUENT APPLICATION OF
HYDROSEED MIX DURING THE RAINY SEASON BETWEEN
OCTOBER 1ST AND APRIL 1ST.
J. PRIOR TO ISSUANCE OF ANY CERTIFICATE OF
OCCUPANCY, IT SHALL BE THE RESPONSIBILl1Y OF
THE PERMITTEE OR SUBSEQUENT OWNER TO INSTALL
ALL LANDSCAPE IN ZONE ONE CONSISTENT WITH THE
BRUSH MANAGEMENT REGULATIONS-SECTION
142.0412-LDC. ALL PLANT MATERIAL IN ZONE ONE
SHALL BE IRRIGATED WITH A PERMANENT,
BELOW-GRADE IRRIGATION SYSTEM. THE SYSTEM
SHALL BE AUTOMATIC, ELECTRICALLY CONTROLLED,
AND DESIGNED TO PROVIDE WATER TO ALL REQUIRED
PLANTINGS TO MAINTAIN THEM IN A HEALTHY,
DISEASE-RESISTANT CONDITION.
PLANTING REQUIREMf:NTS COASTAL SAGE SCRUB ===--+--~-(=== .•·~ ✓---~ :_s..__ -----._ --~--~ ~ ~
HAY BALE
STAKE
----
----
FILTER FABRIC
BACK FILL
TRENGTHENING
KEY IN FILTER FABRIC A STAKE
MINIMUM OF 6' BELOW
THE GROUND SURFACE
AND 6" ACROSS, THEN
BACKFILL WITH DIRT OR
GRAVEL
STAKE
lll 11 l"'l ill=Ill=ill I i 1 11 I
=Iii= II
111i
ANCHORING
BACK FILL
DETAIL '
SILT FENCE INSTALLATION
NO SCALE
20 'MIN.
T PLAN
PAVED SURFACE
REMAINING
PROVIDE APPROPRIATE TRANSITION I GRAVEL STONE SHALL BE 1-3 INCHES I BETWEEN STABIUZED CONSTR.
ENTRANCE AND PAV£D SURFACE
DETAIL'S'
STABILIZED CONSTRUCT/ON ENTRANCE (PVT}
NO SCALE
BIFFY
DETAIL 'T'
TWO LEVELS OF
SAND OR GRAVEL
BAGS -ONE BELOW
VISQUEEN, ONE
ABOVE
(TO CONTAIN
SPILLAGE)
SANITARY TOILET {BIFFY} PROTECTION
NO SCALE
RUNOFF
GAP BE/WE£
CTS AS SP
DETAIL 'V'
GRAVEL BAGS BARRIER
NO SCALE
GRAVEL BAGS
OVERLAP ONTO
CURB OR SIDE
------------
RUNOFF'
M
GAP B£TWEEN BAGS
ACTS AS SPILLWAY
DETAIL 'W'
CURB OR SIDE
OF TRAVELWAY
FT MIN.
THREE LAYERS OF GRAV£L BAGS
WITH ENDS OVERLAPP£D
GRAVEL BAGS ON TRAVEL WAYS
NO SCALE
I ' \
' i
i
I I ' i I I \ ' i
I ' ! ! \
I I ' '
DATE INITIAL
ENGINEER OF WORK
' ' I !
' ', \ l I I i
' ' I
' I ' \ ! I I
I !
)
! I
GRAVEL BAG BERM/BARRIER
FIBER ROLLS
STOCKPILE MANAGEMENT
SANITARY WASTE
(PORTABLE TOILET)
\
MATERIALS DELIVERY AND STORAGE AREA
TEMPORARY TRASH/SOLID WASTE
smEET SWEEPING
32.0' ~ lo
FACE OF CURB
SE-6; DET. 'V/W'
SE-5
WM-3
WM-9; DET. 'T'
WM-1
WM-5
SE-7
cx::x:x::x:::> -----
1 WM-31
WM-1
WM-5
(NO SYMBOL)
*STANDARD DRAWINGS (SE-5, WM-5, ETC.) CAN BE FOUND AT THE CALIFORNIA STORMWATER QUALITY
ASSOCIATION (CASQA) WEBSITE: https://www.casqa.org/resources/bmp-handbooks/construction
11 AS BUIL T 11 ------z-
10 ..--0
M711
30
'
1c...0 ___ -=20 ---
SCALE: 1"=10'
DATE INITIAL
REVISION DESCRIPTION OTHER APPROVAL
DATE
'~'-J. v,.,<' # C e,
No. C07607 RCE EXP.
REVIE'w'ED BY,
INSPECTOR
I S4EET I CITY OF CARLSBAD
ENGINEERING DEPARTMENT
MINOR GRADING PLANS FOR:
Rancho Carillo HOA
Erosion Repair
GR2021-0010 BMP PLAN
DATE
DATE
I SH4ETS I
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 22 DA TE
INITIAL
OWN BY: __ _
CHKD BY: __ _
PROJECT NO. DRAWING NO.
CITY APPROVAL RVWD BY: PD2021-0014 530-3A
--~ -----------·