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''•e· 1·•· 1-., ,; ..•. , .. ,\ .. ,, .. , .. ,.,, .•. -l···''••~lm 1, ., ._·, d\H,Gl!i!""''·~"i 1.v ,.,a'111;s, ... ,J,,;, ... 1S!!O,: ul ,~r~("'"' ;t .. ,.,.~ ,;; "'·J ;,:,,~,, ... , ..... , ,.tn,i,.,'!· ;-·',,, f I. Ii ' "•\"' .,,,,!i'•j! .. ~,.,,., I'~ I ,:.,,,., ;,, .•• .• :•,•p•,<••·' ·'.,-,1 ~, .... ,,, J),;,"~tl,,t .i!1) OT, I {';\SC Ul, "f ~'-' ,i,!l 1L,,,~dl 1h; °!J.llH\ ,.,~ ,,..fo,t,.., •. i~•'"'·"K;ll ~,am "lW°1., .. /c, -;, ,~PR 16 1018 . ~~ I : ,· i ! T .. ,-.).' ,··-! . \Ii. co plllili 0 N IQ :r= u a • ~ Ull > -a Q • a • -> • ~ co P"'I ~ ~ I-ii u Lil I--:t u c:: • w u z Ull a 0 .J LL '. CIRADINCI NOTE$ (IN ADDrtJON TO THE REQUIREMEN1S OF CHAPTER 15.16 OF JHE CARLSBAD MUNICIPAL CODE.) I. THIS PLAN SUPERSEDES ALL. OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2 APPROVAL OF Tl/IS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF T/1[ CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HERE:ON AS 1HEY MAY PERTAIN TO T/1/S PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS W1-1£N NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RE:UEVE THE DEVE:LOPER OR ENGINEER-OF-- WORK FROM RE:SPONSIBIL/TY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN RE:VISIONS SHALL BE PROMPTLY SUBMITTED TO TNE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN TNE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE As WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADD!nONAL INSURED ON THE PERMITTEE'S POLICY IN 1HE MINIMUM AMOUNT OF $1,000,000.00 FOR EACN OCCURRANCE OF LIABILITY. THE INSURANCE coMPANY WRITING THE POLICY MusT HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTfR AS ESTABLISHED BY "8fSTS" KEY RA TING GUIDE:. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS NAVE BEEN OBTAINED FROM THE CITY AND OT/1ER APPROPRIA JE AGENCIES. 7. APPROVAL OF THESE PLANS BY T/-IE CITY ENGINEER DOES NOT AUT/10RIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL 1HE PROPERTY OWNER'S PE:RMISSION NAS BEEN OBTAINED AND A VALID GRADING PERMIT NAS BEEN ISSUED. 8, NO REVISIONS WILL BE MADE TO 1HESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TN£ TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF fflE CITY UPON BEING SIGNED BY THE CITY f:NGINE:ER. 10. THE ORIGINAL DRAWING SI/ALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY 1HE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF Tl1E WORK BY THE: CITY. ft. ACCESS FOR FIRE AND 01HER EMERGENCY VEHICLES SHALL BE MAINTAINED TO Tl-IE PROJECT S/JE AT ALL TIMES DURING CONSTRUCTION. 12. W/1ERE TRENCHES ARE: WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEE,T, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SNALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF T/1£ STA TE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOIL$ REPORT W,LL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF 1HE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING AD/1ERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER TN£ DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE w,rn THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIF/CATIONS " ATTACHED TO Tl-IE PRELIMINARY SOILS INVEST/GA 1/0N. DAILY FIELD COMPACTION REPORIS W,LL BE SUBMIT/ED TD THE PROJECT INSPECTOR. 14. A PRECON51RUCTION MEETING SHALL BE HELD AT Tl/f SITE PRIOR TO fflE BEGINNING I!£ WORK AND SHALL BF ATTENDED BY All REPRESENTAJJYES. RESPONSIBLE FOR CONSTRUCIJON, INSPECTION, SUPERVISION. TESTING AND ALL 01HER ASPECTS OF T~E CONTRACIVR SHALL REQUEST A PRECONSTRUCTION /JEETING BY CALLING Tl-IE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. TNE CONTRACTOR W,LL THEN BE CONTACTED BY 1HE PROJECT INSPEC)OR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY 1HE PROJECT INSPECTOR AT 1HE MEETING. 15. ~(1£SIS__QJJJ£B__7HAN __ £QB_EBE_QrJSJRUCTION MEETING WILL BE MAI2£. BY CALLING THE £N!;INEERING 24-1101/R /NSPfC17oN REQUEST UN£ AT (760) 4JB 3891. /NSPEClJON REQUEST MUST /JE RECEIYED PRIOR TO 2;00 P.M. o' Tl-IE DAY BEFORE 1HE I SPEC TIO IS EEDED. INSPECTIONS WILL BE MADE THE NEXT ORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCNEDULED FOR TWO FULL WORK DAYS LA TfR. 16. THE OWNER AND/OR APPLICANT TJ-/ROUGH T/IE DEVELOP£!< AND/OR CONTRACTOR SI/ALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALi. BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STA TE AND FEDERAL SAFETY AND NEAL TH STANDARDS, LAWS AND REGULATIONS: 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO T/1£ CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING 1HE DESIGN OF SNORING, BRACING SLOPING OR 01HER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM JHE HAZARD OF CA \/ING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING fflE PIPE !NSTALLA TION 1HEREIN. 1HIS PLAN MUST BE PREPARED FOR ALL TRENCNES FIVE FEET (5') OR MORE IN DEPTN AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCA VAT/ON. JL1H£ PLAN VARIES £RQM TH£ SHORING SYS-1IM. STANDARDS ESTABLISHED BY TNE CONSTRUCTION SAFETY ORDERS, TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY .A REGJSTER£0 ENGINEER AT TH£ CON1RACTORS EXPENSE, A COPY OF JHE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SNALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM 1HE CITY OF CARLSBAD. SUBMIT APPL/CAT/ON FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19, IF ANY ARCHAEOLOGICAL RESOURCES AR£ DISCO -RED T/11 A Y ORK AREA DURING CONSTRUCTION, OPERAVONS . 1LL E S I IA TE Y. AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERA 110NS 1LL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTE:D ON THE SITE OR ADJACENT 1HERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EAR1HMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY 01HER ASSOC/A TfD GRADING EQUIPMENT SHALL BE UM/JED TO TN£ PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACN DAY, MONDAY THRU FRIDAY AND NO EAR1HMOV!NG OR GRADING OPERA 1/0NS SNALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY NOL/DAYS IS AVAILABLE AT JHE ENGINEERING DEPARTMENT COUNTE:R.) 21. LL OFF-SITE HAUL ROUJES SHALL B · SUB ITJED BY THE CO Ii CTO TO H- i§Y ENGINEER FOR APPRO )\L T O FULL _ ORK/ G DAYS PRIOR TO BEGINNING OF K. • 22. IMPORT MAJER/AL S1-IALL BE OBTAINED FROM, AND WASTE MAJER/AL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACIQR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE 09.CURR/NG ALONG THEJiA!ll. ROUJES OR ADJACENT STREETS AS A RE:SUL T OF THE GRADING OPERATION. 23, BRUSH SHALL BE REMOVED ONLY W11HIN 1HE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTE:D ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN 1HE PONDING 01° WATER IS NOT PERMITJED. ALL EAR1HEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED S'//PPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SNALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE S/TE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE: APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSE:EDED Wlffl/N TEN (10) DAYS OF THE TIME W/1EN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, fflE LANDSCAPING PLANS FOR ffl/S PROJECT, DRAWING NO. ___ , AND/OR AS DIRECTED BY fflE CITY ENGINEER OR PLANNING DIRECTOR. 29. rnE OWN[R/APPLICANT SHALL INSURE mA T ALL CONTRAC1VRS SHALL COORDINATE THE WORK OF T/1ESE GRADING PLANS WITH THAT SNOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND T/1£ IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH fflE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED As A RESULT OF TNE GRADING OPENA TION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED W/TN PROPERLY COMPACTED SOILS. IN OfflER AREAS THE PIPE W,LL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. /HE CON1RACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) W11HIN 1H£ PROJECT SIJE SUFFICIENTLY AHEAD OF GRADING TO PERMIT fflE REVISION OF 1HE GRADING PLANS IF IT /$ FOUND THAT TN£ ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 32. Tl/£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SE[ BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STAR11NG GRADING NEAR THEIR FACILITIES AND 51-IALL COORDINATE TH[ WORK W,TH A COMPANY REPRESfNTA TIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CA 110NS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760l434-2980 'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATE:R) (760 438-2722 'SAN DIEGU/TO WA JER DISTRICT (760)633-2650 . "LEUCADIA WASTEWATER DISTRICT (760)763-0155 *VALLEC/TOS WATER DISTRICT (760)744-·0460 'OUVENHAIN WATER DISTRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 x1330 *AS APPROPRIATE 33. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS /15.16.120 A.8/ CARLSBAD MUNICIPAL CODE. B. PRIOR TO fll/1iL APPROVAL ;if A GRADING._--EEBMll -THE FOLLOW/NG REPORTSUST BE SUB ITTED TO TNE CITY ENGINEER VIA THE PROJECT INSPECTOR /15.16.120 A.10/ CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA 11NG ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE W,TH CITY CODE AND TliE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LET1ER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FRO!,/ THE SOILS ENGINEER, W/11CN INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUAL.ITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SNALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER 1HAT THE GRADING WAS DONE IN ACCORDANCE WITH Tl/£ REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY S011.S REPORT AND ANY SUPPLEMENTS THE'RETO. (4) REPORT W,1H AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY JHE CITY. 34. UNLESS A GRADING PERMIT FOR 1H/S PROJECT IS ISSUED W,T/1/N ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, Ti1ESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES W,LL BE REQUIRED FOR ANY SUCH RECI-/ECK. 35. IN ACCORDANCE WITH THE CITY STORM WA JER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN Sf/ALL INCLUDE "STENCILS' BE ADDED TO PRON/BIT WASTE-WATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SA 175FACTION OF ffl[ CITY ENGINEER. "DEdLARATION OF RE$PON$IBLE dHARCIE" I HEREBY DECLARE mA T I AM THE ENGINEER OF lfOl?K FOR THIS PROJECT, mA T I HA VE fXfRC/SfD RESPONSIBLE Cf/ARGE OVER Tl-IE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND fflAT TN£ DESIGN IS CONSISTENT W!Tfl CURRENT STANDARDS. I UNDERSTAND fflA T T/1£ CNECK OF PROJECT ORA W,NGS AND SPECIF/CATIONS BY TNE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: dk GREENE CONSUL TING, INC. ADDRESS: P, 0. BO 1 3 CITY STA TE: BONSALL, CA 92003 TELEPHONE: 760-310-9408 BY:-------DATE: _______ _ KRISTIN L. GREENE R.C.f. N0.:_--5Zfl__QJL ___________ _ REGISTRATION EXP/RATION DA JE: ~6"-/.~30e,/~1~8 ____ _ 5 siona/ ~ 0\0 I)[/ -0.\ ~\f\CAft: /,::,(1> s 'A-11 • :'! C' d5rsBo q .., . -",;; l(Rlf/TIJ!{ LIPiSKA 9. -dREEl{E , di ., ~. 6) ,!.' ..._ \<! \,.,, ..... • -/-,<>1/l,:s, 01'!>"' * ~/ $OIL$ ENCIINEER'S dERTIFidATE I, .L!AYID W. SKELLY, REPRESENTING GeoSoils. Inc. A REG/SJERED (CIVIL/ GEO TECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN TNE DA TES OF SEPTEMBE:R 27 2016 AND SEPTEMBER 30 2016. TWO COP/ES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF 1HE CITY ENGINEER. W.0. 7156-A-SC SIGNED: G.E./P.E. NO.: _RllCE~4uZ~B~5L7 ________ _ DATE: _______________ _ LICENSE EXP/RATION DA TE: 12/31/17 OWNER'$ CERTIFidATE I ( WE ) 1-/EREBY CERTIFY 1HA T A REGISTERED SOILS ENGINEER OR GEOLOGIST 1-IAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON Tl-IE COMPACTION AND STABILITY OF THIS SITE. IF Tl-1/S PROJECT/DEVELOPMENT IS SUBJECT TO A STATE- REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR W,LL BE RETAINED TO SUPERVISE IMPLEMENTA 110N OF THE SWPPP IN ACCORDANCE W,T/-1 1HE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST VERSION. RYAN CSAFTIS DATE EROSION CONTROL NOTES t. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RYAN CSAFTIS AT 760-889-1779 (PNONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TfMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STA TE SWPPP /WOID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, T/1£ QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN fflf WATER POLLUTION CONTROL (WPC) PLAN TO AD6RESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED '//PC PLAN AND UPDA TfD SW,,PP SNALL BE KEPT AT Tf/£ PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND Tl/£ ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. T/1£ QSP SHALL REPORT BMP DEFICIENCIES TO Tl-IE CITY INSPECTOR. THE QSP SNALL OBTAIN APPROVAL FROM THE QUALIFIED SWf'PP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLO'iMENT. 4. 1HE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO 1HE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALi .. 5. THE CONTRACTOR SNALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLEJED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WIIICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS W/1ERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALI. EROSION CONTROL MEASU/IES PROVIDED PER Tl1E APPROVED SwPPP AND/OR EROSiON CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND 1Hf PROJECT PERIMfJER MUST DRAIN AWAY FROM THE FACE OF $LOPE AT THE CONCLUSION OF EAC/-1 WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN Sf-/ALL BE IN PLACE AT TNE END OF EACH WORKING DAY W/1EN 1HE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT AND OTHER DEBRIS SHA/.L BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE W,rn 3/4 INCN MINIMUM AGGREGRA JE. 11. SNOULD GERM/NATION OF HYDROSEEDED $LOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBE:R 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLE:O IN ACCORDANCE W11H SECTION 35.023 OF 1HE EROSION AND SEDIMENT CONTROL HANDBOOK OF T/1£ DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY ERO$ION CONTROL PLANTING AND IRRICIATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE: INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN TJ-/EY ARC: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HE/GNT. 2. AREAS GRADED FLATTER THAN 6: t WHEN ANY OF THE FOLLO'AfNG CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL l.ANDSCAPING) WITHIN 60 DAYS OF ROUG/ I GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE 10 THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDE:NTIFIED BY 1HE" CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IR/1/GA JEO IN ACCORDANCE WITH 1HE FOLLOWING CRITERIA: 1. Al.L SLOPES Tl/AT ARE GRADED 6: 1 OR STEEPER AND TNA T ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER //EADS PROVIDING 100% COVERAGE. b. GREATER 1HAN 8 IEET IN HEIGNT SHALL BE WATERED BY A CONVENTIONAL SYSJEM OF LOW PRECIPITATION SPRINKLER NEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS 1HAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SNALL. SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHAU. BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COS)S OF THE ELEMENTS OF JHE THE PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LE:VEL OF THE SOIL AT THE OPTIMUM LEVEL FOR 1HE GROWTH OF 1HE HYDROSEEDED GROW1H. C. HYDROSEEDING MIX 51-/ALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SNALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCNOOL CIA CAUFORNICA d, 4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1 /2 lb. PEI~ ACRE OF DIMORPJ-IOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE T/1E AREA BEING HYDROSEEDED IS NOT VISIBLE FROM E/1HER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED W/TN A NITROGEN FIXING BACTERIA AND APPLIED DRY EITl1ER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. I. ALL SEED MATERIALS SHALL BE TRANSPORTED TO 1HE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICUL )URE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WET77NG AGENTS MAY BE ADDED TO TN£ HYDROSEED SLURRY AT fflE D/SCRE110N OF 1HE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WNEN STRAW IS USED IT MUST BE ANCNORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS mAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPNUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE NYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: t. ROUG/1ENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER 1HAN 6: 1 b, HARROWING AREAS 6: 1 OR FLATTER 1HA T ARE SUFFICIENT/. Y FRIABLE. c. RIPPING AREAS rnA T WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING 1HE SOILS 50 1HAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE: A DAMP BUT NOT SA TURA TfD SEED BED. b. 1HE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTN. VICINITY MAP WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS--BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON 1H/5 SE:T OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMEN1S, Rt'SOLUTIONS AND ORDINANCES CIJED ON 1HESE PLANS. NTS ~- \ --/ ... -1~~\) ~T17A LN c..__ \:1 THE GRADING WORK SHAI.L BE PERFORMED IN ACCORDANCE W,JH THE FOLLOW/NG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY 1HE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE ~ ') \_, --· .,,. s;_ ~-,\< ~~ '<\ \ \.,.1 :+~ ', .,.. <J •'. s;_ CJ ,'I INDEX OF SHEETS SHEET 1 -TITLE SHEET SHEET 2 -GRADING PLAN s2Is SHEET 3 -TIER 2 S'//PPP NOTES SHEET 4 -TIER 2 S'//PPP PLAN SHEET 5 -BMP PLAN LECIAL DESCRIPTION LOT 257, MAP NO. 12412 APN # 215-611-05-00 PROJECT ADDRESS 7184 AV/ARA DRIVE CARLSBAD, CA 92008 OWNER/DEVELOPER RYAN CSAFT/5 PO BOX 131028 CARLSBAD, ..CA 92013 760-889-1979 REFERENdE DRAWINGS SEE BLDG PERMIT FOR WALLS-CB972407 J IMPROVEMENT PLANS NO. 85-35-AVIARA-PHASE 1, GRADING PLANS NO. UNIT D SNEET 5 OF 15 UNIT D SHEET 6 OF 8 85-35--A VIARA-PHASE 1, EARTHWORK QUANTITIES CUT: 44 CY FILL: 180 CY IMPORT: 136 CY EXPORT; CY REMEDIAL: CY BENCH MARK 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. N/A DATED-____ _ 5, T/1£ STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONS1RUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEO SOILS, INC. DATED AUGUST 12, 2016 7. fflE SAN DIEGO REGIONAL STANDARD DRAWINGS AND As MAY BE MODIFIED BY 1HE CITY OF CARLSBAD STANDARDS. '--... 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED -'-"Nccil'----------- 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATfD ______ _ 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY SEE S/iEETS 3 & 4 DA TEO WOID NO. 9 375 N A ---- SWNO. ___ _ 11. STORM WATER MANAGEMENT PLAN PREPARED BY ---1'1 ii DA TED ----SWMP NO. ___ _ 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DE$CRIPTION DWG.NO, ___ $YMBOL QUANTITY G) CONSTRUCT SINGLE FAMILY RESIDENCE ® CONSTRUCT PERVIOUS PAYERS Q) CONSTRUCT CONCRETE PATIO @)INSTALL SEWER LATERAL. @ INSTALL 4" PVC DRAIN PIPE ® INSTALL 6" PVC DRAIN PIPE [) NDS ROUND GRATE ® NOS 6" ATRIUM DRAIN @) CONSTRUCT NEW DRIVEWAY APRON @INSTALL 1" WATER METER CMWD W-3A ([I) CONSTRUCT DECORATIVE PAYERS PROPERTY BOUNDARY CE1h'TEPLH~1E EXISTING CONTOURS EXISTING WATER MAIN EXISTING RETAINING WALL EXISTING SEWER MAIN EXISTING SEWER LATERAL EXISTING ELECTRICAL LINE EXISTING COX CABLE LINE EXISTING WATER LATERAL FLOW LINE PROPOSED LANDSCAPED AREA PROPOSED SOD RIP RAP D-40 PROPOSED RAISED DOWN SPOUT GARDEN BED. TOTAL LOT AREA = 10841 SF 0.25 ACRES SDRSD G-14A TOTAL DISTURBED AREA -10841_--""------ (TH/S AREA INCLUDES BUT IS NOT LIMITED TO OFF-S/JE WORK INCLUDING PIJBUC IMPROVEMENTS ~ I ;, >J -0f---- 0 183 l ;,_ > I --ml--@ ~ ------------ ~-~-r~-.,u-•--•--•• ,/80 -,------~,-•- ---11'---- :m-m:::..:~...:m~~~~:~ ----s----- ---E--- ---C--- ----1•>----1@ ---3>----3>-- j++++++~ I "1 ·, .. _:._ :··: '._;' -: P-'\;"c-' . .. "a-~··· l-f':: .. -· .... _.,.,_.,.,_.,e........., ose '' AS BUILT" 1253 5F 1322 SF 1 EA 290 LF 12 LF II EA 7EA 112 SF I EA 996 SF DESCRIPTION: DISC IN WEST END OF SOUTH HEADWALL-24" RCP AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY )RENCHES, BACKFILL. CUTS AND SL.OPE KEYWA YS) RCE __ EXP, ___ _ DATE LOCATION: 0.4 MILES EAST OF INTX OF LA COSTA AND SAXONY RD RECORDED: CO. OF SAN DIEGO DPW REPORT-SV0106-01 1985 ELEVA TTQN: 13.87 DA TUM:_ NGYD 1929 TOTAL REPLACED IMPERVIOUS AREA = .~-- TOTAL PROPOSED IMPERVIOUS AREA = 3212 SF I INSPECTOR REVIEWED BY, DATE fsHml ITY OF ARL BAD I SHEETS I $OURdE OF TOPOCIRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY GPS MET/-IODS FROM INFORMATION GATHERED ON E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE 1HE PROJECT IS PERMANENT/. Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS fflf 1HE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. ~_-__ -------P~o~r-doN~TRUdTioN BMP TABLE I ll-----+1---+1--------~-----+1--r-· -r----+1----11 L_.!:._J ENGINEERING DEPARTMENT _ ~ I-----+----+---------------+---+-· --+-----+·----I-JclRADINd PLANS FOR: . -, CSAr'TIS RESIDENCE BY RAY SPENCER, LS 3065. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT JS LOCATED WITHIN ASSESSORS PARCEL NUMBER($) 215-611-05 Tl-IE CALIFORNIA COORDINATE !NDE:X OF 1H/S PROJECT 15: N-=-'---------£~16=8=5~ _______ _ STORMWATER REQUIREMENTS 1HAT APPLY: EXEMPT FROM 1/YDROMODIFICATION? [)<] STANDARD STORMWA TER REQUIREMENTS • YES (SEE sWMP FOR DOCUMfNTA TION) • PRIORITY PROJECT REQUIREMENTS • NO TYPE DE~dRIPTION OWNER~HIP MAINTENANCE AGREEMENT ~HEET No. I MAINTENANdE FREQUE.NdY dk Greene Consulting, Inc. P.O. BOX 143 BONSALL, CA 92003 (760) 310-9408 • . ,.<ii,li!',!<i "'" dkGreene Consulting, Inc. DATE I INITIAL ENGINEER OF WORK fl\,. REVISION DESCRli"TION 7184 AVIARA DRIVE ---1--+---+----+----f 1GR2017-0034 TITLE SHEET DATE I INITIAL DATE I INlllAL OTHER APPROVAL CITY APPROVAL APPROVED: JASON S. GELDERT -------·-----------------CITY ENGINEER DWN BY: CHKD BY: RVWD BY: RCE 63912, EXl'ljl_ES 9/30/18 DATE ~ PROJECT NO. DEV 2017-0108 DRAWING N0- 504--5A I , L ~ NOS 6" ATRIUM POLYOUC:1-'IN _ _ ___ ~ GRATEW/ U.V. INHIBITORS. =~;,;. ;;;;;;,i,e;;·iti,ITT·"°· =cSSLOPETODRAIN ~llili~J.u;:---coMPACTED SOIL ~ C" SEWERE & ORAII~ RISER PIPE (LENGTH AS REQUIRED) .B\W~l:~i~~~~NS oun "'~. c<JAAl/(•iATfD) N.T.S, ~ -.. -rmpl'O,< ... NDS ROUND P•LYDLEFJN l lJ 210 206 202 198 194 190 _j ' u 0+00 SLOPE __,,---GRATE vi/ U,V, INHIBITORS "all ===="',-/" ---.SLOPE TD DRAIN ~e--~---"""'C•~PACTED SOIL ~c-0 -~NDS #66 -6' SEWER & DRAIN RISER PIPE (LENGTH AS REQUIRED) t:1\ '"JI:= ;il'' / NDS #201 SPEE-D BASIN ii1 1 I \ ; ,1 1• 4" DRAIN PIPE @ "1IN 1% <[ > ~INVERT ELEVATI•N ~' \.,,..----CRUSHED STONE fM-.as· . \ ,. ~ ' -' , _ _,_ NDS ROUND GRATE WITH NDS SPEE-D ~ BASIN N.T.S, dk Greene Consulting, Inc. P.O. BOX 143 BONSALL, CA 92003 (760) 310-9408 elk Greene Consulting, Inc. JOB N_O, 2017-28 FEBRUARY 26, 2018 0 10--20 30 )< & _j I " 0.. I. 0+20 0+40 /{@\ , MANHOLE #9 EXISTING GROUND SURF ACE ALONG 'A' J:i=O,,O " JI 0+60 H•RIZ, SCALE, 1' = 10' VERT, SCALE• 1' = 10' 0+80 'A ';)) ~\--------STA 39+20.00 CL AH #9 " I.E. 202.00 PER "AS BUILT" OF IMPROVEMENT PLAN OF AVIARA-PHASE 1 CARLSBAD TRACT NO. 85-35 SHEET 5. un"~'" FF 206,0' -= 1+00 7180 AVIARA DRIVE V) ~ '27 ·.> 6', 'j'i' V -.,,, ·-2, ~ - 1+20 1+40 SDGE 0-9 'f~ ~'2, -~-~:h, 0:?v ~., ./1 I· .~--_,.,.-· ,._,0. ~- (),;1/ N 89'55'30' vi 137,31' -~~~-~-. -.:-.;__lb."' ' 'i1!1!-,,JQ&fu£42?.-~a--..::lli%, ::= -~ -'"I' +'+ +---,.---+ ____ :,':_,, + + + + + + + + + + + + -__ ± _ _±... .. ,_±-_,1.....----+,--~-'"'F + + </::) + 2-_ + + + c:p--.. --+--.. -f-<-.. _+--.. t_..±--+21.t---·,;;1-_~----•--l•---+-·-~ + + + + ~ 1,,'l,,a ____ + + + + ··---,Af,·:::·-1----"""""?~ / .. f@/ V) -.,.·210.0 FL 2.10.58 FS II • <1 ---------·1--··· "fl':::-(]?_ 11 V) 209.41 FL 209.47 FS ,.-----~~--------,. h,_ )-----~ ./~ ' 208.82 FL ~ ~ £: b ;t; I--...; ~ 20~-:-ssi=s V) 'A' .. --~------~--- V) ;< '~-----" • fl " ~ iii :,J " ··--1._____ ~ I "'•· ,-•.•.• 1"WATER METER PER CMWDW-3A· I "'o. + + -H [ ~ ,¢,"~a 4 . I f,3, '+ 1 l,i:ANDJC~PE "'("' ~a V "It , + -t;j . . -·-·~ -.. , . rr"' ~a ~e. g \. + . '_ ~o::> ~ ."2a. '·.1 B' 9' ~ +--j • [b· ,..£) ·-.~ ·_ "1 o /'c...::r _;,() ::1-Y ._.. -.:7~1~ . A;",.,_ ou,ir ,71fl v. ,.,o::> · . .-., . ·. • .. & ~ u· • ;:W~==•cx.,. .. " A ···•·-,.1 A {/.I '-'. 0, EX. WATER LATERAL~?),@--tif-~-j~~ q, --I L "::?--·EX. SEWER A TERA ;< "'•-----, eoe T--+---~--.,.,:1-+ + + + + + :f:. + + + ...±--±----+----+·--f--+---.i.___ ·nc:f:>;., ~ ™· ·. _ ~ &13 +---·4"·--r·+ + + .. _±: ____ ±.--..¼--.t__,+-. -w -... --_-·--: "-2i+--±--+-----*--+--.~ __ ,:!:" ____ .;l; .. ~-..1::. __ :t;: "-. _ . ___ , + 44 + "'!;..,._-±..---+---;--T + ,,. .... +·------.4;, ~-~~~n~-<? 1<-'-----~"-<? ~---· V .<--------·---. ) --~-'5' D I r· /_.----~<tJ IS~ ~<o'f/, fg ClJ Qi ~· 1 ( 1r-'11 I I '' PROPOSED (pARA E I FF EL =29~. fll=:/::::1=:\:::::r--.:-l PAD Els20 ' ' C. & i 'ENTRY FF /=L=20~.7~ j ~\~ • G) DSat,9 _ 01'0~1' '<""· 0~· ,f;-. ·"' PROPOSED HOUSE PAD EL=205.33 FF EL=206.00 ~ -~ COVERED PATIO FF EL=205.50 PAD EL=205.33 2% Ds• fbV I I ;ru'"'' , -,..V.> '½ . ! '1-:'. :JH... \ <g, ,.. U\ 1--' POOL _j ' 0.. ' " L-2.J. ~ . t, ~,. 1 tro ~ i. i.1., r 1 +I ,+ 1 r ,.!i ••• t, I 7 \ , , ~ ........... ,,. __ rv. <1 4' i/,JEXISTING FENCE "' ,-~ '•,...._ . ~., ---cl "••------1 205 --- I ----___i--__.__.--- 1 l..-----:?" 4 F••T GENERAL UTILITY EASEMENT T• THE CITY OF CARLSBAD, 7188 AVIARA DRIVE BENCH MARK DESCRIPTION: DISC IN WEST END OF SOUTH HEADWALL-24" RCP LOCATION: 0.4 MILES EAST OF INTX OF LA COSTA AND SAXONY RO RECORDED: CO. OF SAN DIEGO DPW REPORT-SV0106-011985 ELEVATION: 13.87 DA TUM: NGVD 1929 -- 210 206 202 198 194 190 1+60 DATE I INITIAL ENGINEER OF WORK I f ·EXISTING WROUGHT IRON FENCE REVISION DESCRIPTION Bio-Aquifer Storm System or equal 1/4" Joints Concrete Header to be installed against house foundation 2:: Stone .. chips ~II II 1,. 6" wide x 18" deep Open Grade~ .. (~~~e~g~~~at~fa.) =v·' ':.! .·, J Open Graded (1/?'' to 1" dia) 3" Crushed Stone Sub-base Open Graded (2 -1/2'' to 3" dia.) --- Geotextite (hp570 or equiv.) --- Subgrade., •. PERVIOUS PAVER SYSTEM " . NOTES: l'L 1·.s. SEE DETAIL THIS SHEET REGULAR MAINTENANCE AND UPKEEP OF PERVIOUS SERVICES WILL BE REQUIRED TO ENSURE THAT SURFACE REMAINS PERVIOUS. DO NOT SEAL PERVIOUS SURFACE AFTER INSTALLATION. PERVIOUS SURFACE SLOPE 3% IN THE DIRECTION OF DRIVEWAY. FOR IMPERVIOUS AREAS, SEE IMPERVIOUS AREA PLAN -,,slona1 1:,.· 0' •. --:----, ., ~'-'(\CAI~ .,.-? ?.> r;1:, \ 1f e,<11 (! Cf C5786Q q ..., . -~ KBI{f!fff{ LIP~KA 9. ·-GREE/(E ._ OJ "" -· ~ ,;-...... ~~ {V\... -~ .f;.,1i?ES· 1,\'!><:> * . . _C,oJLfFOR\'\.\"i>-~ '' AS BUILT" RCE __ _ EXP, ___ _ REVIEWED BY• INSPECTOR ITY OF ARLSBAD ENGINEERING DEPARTt,iENT PLANJ"J FOR, CSAFTIS RESIDENCE 7184 AVIARA DRIVE GR2017-0034 PLAN SHEET DATE DATE I SHE:TJ APPROVED: JASON S. GELDERT CITY ENGINEER RCE 63912 EXPIRES 9/30/18 DATE DATE I INITIAL DATE 1NIT1AL OlHER APPROVAL CITY APPROVAL DWN-BY: _ CHKD BY: __ _ RVWD BY: PROJECT NO. JI DRAWING NO. DEV 2017-0108 504-5A I !'. I ' 11ER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) 0 ,j_ STORM WATER POLLU110N PRE'VEN170N NOTES GENERAL SITE MANAGEMENT REOUIREMENTS THE FOLLOW/NG GENERAL SITE MANAGEMENT REQUIREMENTS SHALL /3E ADHERED TO THROUGHOUT /HE DURA I/ON OF THE CONSTRUCTION WORK (YEAR ROUND). /. IN CASE EMERGENCY WORK IS REQUIRED, CONTAC7' _____ FRO/J: __ _ AT (TEL.NO.)-------· 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR /JODIFIED W,7HOUT /HE APPROVAL OF IHE ENGINEERING INSPECTOR. 3. THE CONmACTOR SHALL RESTORE ALL EROSION CoNmOL DEVICES TO WORKING ORDER TO THE SAI/SFAC770N OF THE CITY ENGINEER AFl[R EACH RUN-OFF PRODUCING RAINFALL. 4. TlfE coNmACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DU£ TO UNCOA/PLETED GRADING OPERA 770NS OR UNFORSEEN CIRCUA/STANCES W,i/CH MAY ARISE. 5, 1/fE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUllONS TO PREVENT PUBLIC mESPASS ONTO AREAS W!fERE IA/POUNDED WATERS CREA TE A HAZARDOUS. CONDITION. ! 6. GRADING AREAS AROUND THE PROJECT PERI/JETER A/UST DRAIN AWAY FROM THE rACE or SLOPE AT llfE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT IHE END OF EACH WORKING DAY WHEN FIVE {5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORIY PERCENT {40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8, ALL GRA vfL BAGS SHALL CONTAIN J/4 INCH MINIMUM AGGREGATE 9. ALL EXPOSED DISTURBED AREAS A/UST HA VE EROSION PROTEC770N B/JPs PROPERLY INSTALLED. 77f/S INCLUDES ALL BUILDING PADS, UNHNISHED ROADS, AND SLOPES. to. ADEQUATE PERI/JETER PROTECllON BMPs !,/UST BE INSTALLED AND MAINTAINED AND /#LL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTEC770N FROM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL B/JPs MUST BE INSlALLED AND MAINTAINED. 12. ADEQUATE B/JPs TO CONTROL OFFS/TE SEDIMENT TRACKING A/UST BE INSTALLED AND /JAINTAINED. 13. A MtN!MU/J OF 125;{ OF /HE /JA TERIAL NEEDED TOO INSTALL STANDBY B/JP,· TO ;! PROTECT /HE EXPOSED AREAS FRO/J EROSION AND PREVENT SEDI/JENT DISCHARGES, /JUST BE STORED ONSIT£ AREAS ALREADY PROTECTED FRO/J EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETA 770N STAB/LIZA 770N B/JPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIRE/JENT. 14. 77fE OWNER/DEVELOPER/CONTRACTOR /JUST FOLLOW "WEA 77fER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY B/JPs TO PROTECT /HE EXPOSED PORTIONS OF THE SITE W,77f!N 48 HOURS or A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40;{ CHANCE OF RAIN /#THIN A 5-DA Y NA llONAL WEA 77fER SERVICE FORECAST). ON REQUEST, llfE OWNER/DEVELOPER/CONTRACTOR /JUST PROVIDE PROOF OF /HIS CAPABIUTY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL B/JPs /JUST COMMENCE AS SOON AS SLOPES ARE CO/JPLETED. 77fE OWNER/DEVELOPER/CONTRACTOR /JAY NOT RELY ON /HE ABILITY TO DEPLOY STANDBY B/JP MATERIALS TO PREvfNT EROSION OF SLOPES 77fAT HA VE BEEN CO/JPLETED. 16, 77fE AREA 77fA T CAN BE CLEARED, GRADED, AND LEf7 EXPOSED AT ONE 71/JE IS LIMITED TO THE AMOUNT OF ACREAGE /HAT THE CONTRACTOR CAN ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES, GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS 77fA T ARE NOT COA/PLETEO, BUT ARE NOT ACllvfLY Bic7NG WORKED BE/VRE ADDITIONAL GRADING IS ALLOWED TO PROCEED, AT THE 0/SCREllON OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS /HAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED A/UST BE FULLY PR07ECTED FRO!,/ EROSION IF LEFT FOR 14 OR A/ORE DAYS. THE ABILITY TO INSTALL B/JP MA lERIALS IN A P/10/JPT MANNER IS }1[!1' SUF/7Clt'NI; BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs Musr BE STOCKPILED AT VARIOUS LOCATION llfROUGHOUT THE PROJECT 51/E THROUGHOUT 77fE YEAR. WHENEVER THERE IS A 40¾ CHANCE OR CREA /ER OF A RAIN W,7HtN A THREE (3) DAY FORECAST, /HE INSPECTOR W/LL VERIFY THAT B/JPs ARE ADEQUATELY STOCKPILED. BA/Ps /JUST BE STOCKPILED AND READY FOR DEPLOY./JENT W!fEN 77fERE IS 150% CHANCE OF RAIN W!Tlf!N A 48 HOUR FORECAS7: FAILURE TO GOA/PLY W,TH 77f!S REQUIREMENT COULD RESULT IN /HE ISSUANCE OF A STOP WORK NOl/Cf: OR OTHER ENFORCE/JENT ACTION. 19. ALL TREATMENT ANO EROSION CONTROL BA/Ps /JUST BE INSPECTED WEEKLY AND PRIOR TO A FORECASTED RAIN EVENT OF CREA /ER THAN 60¾, ANO AFTER A RAIN EVENT. IN ADD/770N, TREA TA/ENT CONTROL BMPs A/UST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED B/JP FAILS DURING A RAIN EVENT, IT A/UST BE REPAIRED OR IMPROVED OR REPLACED »)77f AN ACCEPTABLE AL TERNA TE AS SOON As IT IS SAFE TO DO SO. llfE FAILURE OF A B/JP IND/CA TES IT WAS NOT ADEQUATE FOR Tiff CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACE/JENI' A/UST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE 21. ALL CONsmUCTION EMPLOYEES /JUST BE TRAINED ON llfE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND B/JP MAINTENANCE WEATJIER TRIGGERED ACTION PLAN 77fE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGE/JENT PRACTICE MEASURES TO CO/JPLETELY PROTECT 77fE EXPOSED PORTIONS OF 77fE SITE /#THIN 48 HOURS OF A PREDICTED STOR/J EVENT ( A PRED/Cl[D STORM EVENT IS DEFINED AS A FORECASTED, 40¾ CHANCE OF RAIN BY 77fE NA noNAL WEA 77fER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERI/JETER CONTROL, WIND EROSION CONTROL, TRACKING\ NON-STOR/J WATER CONTROL, WASTE /JANAGEA/ENT, AND /JATERIALS POLLUTION CONTROL. 77fE NA T!ONAL WEA /HER SERVICE FORECAST SHALL BE /JON!TDREO AND USED BY /HE DEVELOPER ON A DAILY BASIS. IF PREC/PITAI/ON IS PREDICTED {40% CHANCE OF RAIN), llfEN 77fE NECESSARY WATER POLLU770N CONTROL PRACTICES SHALL BE DEPLOYED /#TMN 48 HOURS AND PRIOR TO /HE ONSET OF /HE PRECIPITATION. /HE DEPLOYMENT OF THE BA/PS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125¾ or /HE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGE/JENT PRACTICES /JEASURES TO PROTECT /HE EXPOSED AREAS FORM EROSYON AND PREVENT SEO/A/ENT DISCHARGES /JUST BE STORED ON-SIT£ AREAS TlfAT HAVE ALREADY BEEN PROTECTED FRO/J EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA 7/0N B/JPS AS DETER/JINED BY /HE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEA 77fER mlGGERED AC1/0N PLAN". AN ADEQUA TE SOURCE or EQUIP/JENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEA 77fER TRIGGERED BA/PS~ JOB NO. 17-28 EROSION CONTROL HYDROS£EDING, PLANUNO AND IRRIGATION /, ALL PERMANENT AND TE/JPORARY EROSION CONTROL PLANllNG AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF llfE STANDARD SPECIF/CATIONS AND /HE roLLOW!NG: A HYDROSEEDING SHALL 8£ APPLIED TO: 1 ALL SLOPES 77fAT ARE GRADED 6: 1 {HORIZONTAi. TO VERllCAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR A/ORE IN HEIGHT AND ADJACENT TO PUBLIC WALL OR smEET. b. ALL SLOPES 4 FEET OR A/ORE IN HEIGHT. 2 ATIEAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING C0NDl710NS EX/SI' a. NOT SCHEDULED FOR 1/JPRO\lf:/JENTS (CONSTRUC770N OR GENERAL LANDSCAPING) WITHIN 60 DAYS or ROUGH GRADING. b. /OENT/17£0 BY 77fE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c, HA VE ANY SPECTAL CONDITION IDENTIFIED BY THE CITY ENGINEER /HAT WARRANTS t!,/MEDIA TE TREA WENT. B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE W,77f THE FOLLOW/NG CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND llfA T ARE: a, THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WA TERING FROM QUICK COUPLERS/HOSE BIBS OR A CONvfNT!ONAL SYSTEM OF LOW PREC/PITA I/ON SPRINKLER HEADS PROVIDING 100% COVERAGE. b. CREA l[R THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVEN770NAL SYSTEM OF LOW PRECIPITA 770N SPRINKLER HEADS PROVIDING /00% COVERAGE. 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY /HE CITY ENGINEER, PRIOR TO HYDROSEEDING. 17/E DEVELOPER SHALL SUB/JIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO 77fE CITY ENGINEER. 111£ PROPOSAL SHALL BE SPECIFIC REGARDING Tiff NUMBERS, TYPE; AND COSTS OF THE ELEMENTS OF 77fE PROPOSED SYSTE/J. :f /RR/GA 770N SHAU. /JA!NTAIN 77fE /JOIST/JR£ LEVEL OF THE SOIL AT 77fE OPllA/U/J LEVEL FOR TlfE GRADING OF THE HYDROSEEOED GROWllf. C HYDROSEEOING /J!X SHALL CONSIST OF ALL OF THE FOLLO/#NG: 1 SEED /JIX SHALL CONSIST OF NO LESS Tl/AN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. :fibs PER ACRE OF E SCHOOL CIA CALIFORN!CA d 4 lbs PER ACRE OF ACHILLEA MILLEF'OLIA e. Jibs PER ACRE OF AL YSSU/J {CARPET or SNOW) f. 1/2 lb. PER ACRE IF DI/JORPHOLECA g, !TE/JS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM El/HER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a or 77f/S SUBSEC770N MUST BE INOCULATED W,77f A NtmocEN FIXING BACTERIA AND APPLIED DRY EllHER BY DRILLING OR BROADCAS!NG BEFORE 11 YDROSEED!NG. i. ALL SEED /JA TERIALS SHALL BE 7RANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS W,77f THE CALIF'ORNIA DEPART/JENT or FOOD AND A GR/CULTURE CER17ACA TION TAG A TTACHEO TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WETTING AGENTS /JAY BE ADDED TO /HE HYDROSEED SLURRY AT THE D/SCRE770N OF /HE CONTRACTOR. 2 TYPE I /JULCH APPLIED AT llfE RA TE OF NO LESS HAN 2000 lbs PER ACRE TYPE 6 MULCH {STRA/1? MAY BE SUBS77TU7[0, W!fEN smAW IS USED, IT A/UST BE ANCNORED TO THE SLOPE BY MEGHAN/CALL y PUNCHING NO LESS THAN 50¾ IF TIIE STRAW INTO THE SOIL. J FERTILIZER CONS!SllNG or AMMONIUM PHOSPHATE SULrATE, /6-20-0 Wt7H /5¾ SULPHUR APPLIED AT THE RATE OF. 600 lbs. PER ACRE D AREAS TO BE HYDROSEEOEO SHALL BE PREPARED PRIOR TO HYDROSEEDING: 1 ROUGHEN/NG /HE SURF~CE TO BE PLANTED BY ANY OR A CO/JBINA TION OF: a, TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: f OR FLA Tl[R 77fA T ARE SUFFICIENT/. Y FRIABLE. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOW/NG CONDITIONS EXIST: a. ADJUSTING /HE SURFACE SOIL /JOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. /HE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWIH. E HYDROSEEDING AREAS SHALL BE /JA!NTAINEO TO PROVIDE A VIGOROUS GROWTH UNTIL /HE PROJECT IS PERMANENT/. Y LANDSCAPED OR, FOR AREAS W!fERE HYDROSEEDING IS 77fE PERMANENT LANDSCAPING, UNTIL 77fE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA 770N INSTALLED AND BE STABILIZED, PLANTED AND/OR /1YDROSEEDED /#THIN TEN (10) DAYS OF 77fE TIME W/fEN EACH SLOPE IS BROUGHT TO GRA/JE AS SHOWN ON THE APPROVED GRADING PLANS. J, SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES {90:{ COVERAGE) PRIOR TO OCTOBER I, 77fE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL /JA TT/NG /JA TERIAL APPROVED BY /HE PUBLIC WORKS INSPECTOR. 4, LANDSCAPING SI/ALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY Tl-IE CITY or CARLSBAD LANDSCAPE MANUAL, 77fE LANDSCAPING PLANS FOR llf/S PROJECT OR AS DIRECTED BY Tl-IE CITY ENGINEER OF PLANNING DIRECTOR. 5. 77fE OWNER/APPLICANT SHALL ENSURE 77fAT ALL CONTRACTORS SHALL COORDINATE 77fE WORK OF /HIS CONSTRUCTION S/'(PPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND !RR/GA TION PLAN~; AND IMPROVEMENT PLANS AS REQUIRED FOR /HIS PROJECT WORK. SW --- CITY OF OCEANSIDE 78 ¼ VICINITY MAP NTS ~-\ ~ (! ,, I y c, "' -® :.-<'\ "¼,yo ~·· '< -~ C \) ~~\J /')\.··;;' ~ '<, • r-t>;; · \ I . _, 12 \.[)'\ " ii'( ~ CITY OF \Y ~f--. o?o' ROA --VISTA 'y'. I ' l>'?o)O Q 0-,.<>. ~;1/ PKWY SIT£ = BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE -- Erosion Control Sediment Cor1trol BMPs Tracking Non-Stonn Water Waste Management and Materials BMPs Control BMPs Management BMPs Poffution Control BMPs " ~ " :§ .Q ~ 'O .Q ~ Ii 'O Ii -0, 0 'O -~ .l'l " u u .~ " t E § ~ § 0 ~ .s '5 .9, 0 ~ -~ .;, " ~ "' 'O " 0, L .J; -,s; ~ t-0, --o " "' -~ .s § fg " ~ ,z 0 ] " .l'l 0 "" 0, fl-"' .s; ('l .~ Best Management Practice' " 0, .,; .s; 0<5 "' i} l:: is :,, :,, 1 ,/2 " " 0, ~0 " ~ J: .s; (.) ~ 0 -"' -=-0 "" .9 ~ % :§ .s; E l,; 0, " 'O " £ 'O " :!!; ~ ~ fil .. ~ 'le~ (BMP) Description • 8l ~ 0, ec al~ " " C, ~ " ~ ~ (() ~ ~ ~ 0 J: V) ,E,:: 'O " 8 fil § " 0 0, j§ " E " E ~ 0, "' :ii c::, & g, Cl~ " ~-" -C;o, " _E " 0 ,Q o" 1 "< .g " ~ ~~ ,!::-.:!~ I.....~ .,,, ~.s -~ " a; .s 1l t·i ~ .§ 'ts 1! '\l u "'15 ·-0, .fz, a.. i: 0, L 0, " 0, 'O " :,, " " E2 ·-" ..,,, --0 " --g -~ § a; e 'O 0 0 " b o fil ~ :R ~ g. ~ a J3 ~ -g 0 -g ,£ I.... u --Ji 0 -"' " 0 ~ o C ~ " -"' "' ~c C ~ C: :.::=t5 §§ §§ it Lt) £ i.2 a 175 U) " 6 ti! ('l en~ U) cl.: -c :£a: .l'. 8-.l'. ~(3 ~t; :£ -b}8 Jl::,, ::i: u, cr, ~S "' "' u, :,;:::,, ""' CASQA Designation • ,' ... "' ., C, -"' "' "' "' 0 ,' "' " ., -"' "' ... <o "' ., --"' "' ---I I I I I J., J., J., I J., J., J., J., I J, 'it J, J, I I I I I . I I Construction Activity &l &l &l &l &l &l (/j (/j "' bj "' "' "' "' fl', f'o "" "" "" ¥ * ¥ * ~-* ~ Gradi'nn lSoil Di'sturbance ·--.--y X X X Trenchinn l£xcavation y X X --------·-Stacknl/inn Drlllfn~ /Borinn Concrete/Asoha/t SawcutF,a y Concrete Flatwork X Pavina X Conduit /Pine Installation . Stucco/Mortar Work Waste Disoosa/ _-1:,, Stoning/Lay Down Area y X X ---·-Enuinment Maintenance and Fue/inn X . Hazardous Substance Use/St-Drane y -Dew-aterlna Site Access Across Dirt X -. Other Oistl: Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 2. Located al9Qg the top of the B/JP Table is o list of B/JP's with it's corresponding California Stormwater Quality Association (CASQA) d~slgnation number. Chaase one or more BMPS you intend to use during construction from the list. Check the box Where the chosen activity row intersects With the BMP column. 3. Refer to the CASQA construction handbook for Information and details of the chosen B/JPs and hoW to apply them to the project. LEGEND DESCRIPT/Of,f SE-I, SILT FENCE S'E-7, SIREEr SWEEPING SE-10, INLET PROTECTION TR-1, STABILIZED CONSTRUCTION ENTRANCE SYMBOL 111 Ill I SE-7 I 0 ~ OWNER'S CE'RTIF'fCATION: I UNDERSTAND AND ACKNOWLEDGE 77fA T I /JUST: (I) t/JPLE/JENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSmUCllON ACllVITIES TO /HE MAX/1,/U/J EXTENT PRACTICABLE TO A VOID THE /JOB/LIZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID 77{£ EXPOSURE or STORM WATER TO CONSTRUCTION RELATED POLLUTANTS,· AND (2) ADHERE TO, AND PACIFIC OCEAN NS-3, PAVING AND GRINDING OPERATIONS NS-8, VEHICLE AND EQLIIP!,/ENT CLEANING Wlv/-1, MATERIAL DELIVERY AND STORAGE WM-2, MATERIAL USE Ns-31 Ns-sl WM-1 I AT ALL Tl/JES, COA/PL Y W,TN 17-//S CITY APPROVED TIER 2 CONSTRUCTION SWPPP IHROUGHOUT 77fE DURATION OF 77fE CONSTRUCTION ACTIVITIES UNTIL /HE CONSTRUCTION WORK IS COA/PLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. RYAN CSAFTIS DAlE "R j, I• \ .I SITE· 'AVe: CITY OF ENCINITAS CITY OF ~4 SAN MARCOS A!' # " MAP OVERVIEW SHEET INDEX· SHEET /: TITLE SHEET SI/EET 2: EROSION CONTROL PLANS APN: 215--611-05 SITE ADDRESS: 7184 AVIARA DRIVE CARLSBAD, CA 92008 AREA OF DISTURBANCE AREA OF DIS7URBANCE 10,841 SF (/HIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) CONSTRUCTION THREAT: CONSTRUC770N THREAT TO STORM WATER QUALITY (CHECK BOX): • HIGH 181 /JEDIU/J OWNER/APPLICANT: RYAN CSAFTIS PO BOX 131028 CALRSBAO, CA 92013 760-889-1979 EMERGENCY CON1'A.CT: RYAN CSAFTIS PO BOX 131028 CALRSBAO, CA 92013 760-889-1979 Wlv/-4, SPILL PREVEN770N AND CONTROL WM--6, SOLID WASTER MANAGEMENT WM-6, HAZARDOUS WASTE MANAGEMENT WM-8, CONCRETE WASTE MANAGEMENT ~ [1.i[-] I WM-51 [1.i[-~ lwM-sl IWM-91 fsHE:E1l ITY OF' ARL BAD I SHEETS I ~------------------------! ~ ENGINEERING DEPARTl,1ENT 5' WM-9, SANITARY/SEPTIC WASTE MANAGEMENT dk Greene Consulting, Inc. P.O. BOX 143 BONSALL, CA 92003 (760) 310-9408 dkGreene Consulting, Inc. NAME OF PREPARER: KR1S11N L. GRCENE QUALIFICATION OF PREPARER-· _P_E ______ _ ADDRESS: P.O. BOX 143 JIONSALL, CA 92003 PHONE NO.:. 760-310-9408 SIGNATURE 57860 R,C.E,/CE:RT. NO, 1111 iona, f:.-,,•·:,...-~ ·~ q_'-,;\CAIi" ,,~ b ~\ ._ 11. "'<ll !: 'fY C57860 q .... . --;;; ERJ~TIN LJP{iKA ~ ·-GREENE ~ ~ " -~ .;; ..... · ~ s-,.. '--1'\ '1;,:, .,.r:, ... · 'Re's, '>I /I" C'4(1FOJll\ll- 6/30/18 UC. EXP. DATE DATE ATER POLLUTION PREVENTION PLAN (~WPPP · TIER 2 CSAFTIS RESIDENCE 7184 AVIARA DRIVE GR2017-0034 T!TLE §HE;]l:T APPROVED: JASON S. GELDERT CITY ENGll'j_EER RCE 63912 . EXl'lgES~QL30,{J8 DATE DWN BY: __ _ CHKD BY: __ _ RVWD BY: PROJECT NO. II DRAWING NO. DEV 2017-0108 504-5A • I dk Greene Consulting, Inc. P.O. BOX 143 BONSALL, CA 92003 (760) 310-9408 dkGreene Consulting, Inc. JOB NO. 17-28 TIER 2 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) Yi/', . 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' ( 11 (( z ' . ,~\ \ . . \ . r , , ,, . c~.~-:N~~o-~y~EXISTING FENCE esW»..··•l'L_lmm...Wi-... ~----~""-~JW.'&..,--~~ 7188 AVIARA DRIVE 20 e i 30 j LEGEND DESCRIPJJ.ON SE-1, SILT FENCE SE-7, STREET SWEEPING SE-10, INLET PROTECTION TR-1, STABILIZED CONSTRUCTION ENTRANCE NS-3, PAVING AND GRINDING OPERATIONS NS-8, VEHICLE AND EQUIPMENT CLEANING WM-1, MATERIAL DELIVERY AND STORAGE WM-2, MATERIAL USE WM-4, SPILL PREVENTION AND CONUIOL WM-5, SOLID WASTER MANAGEMENT WM-6, HAZARDOUS WAS7E MANAGEMENT WM-B, CONCRETE WASTE MANAGEMENT WM-9, SANITARY/SEPTIC WASTE MANAGEMENT SYMBOL II! llll I SE-71 0 ~ [N~] I NS··8 I I WM-1 I I WM-21 I WM-41 [WM-51 I WM-61 I WM-al I WM-91 fsHEETj ITY OF CA.RL BAD I SHEETS I ~ ENGINEERING DEPARTMENT o sslona/ E,. ,,•·:...--,· ·~ ~1.. :\_\y\CAr.e-'\, b •,~ 1, • ~ o' CoraBo q -. -~ IfRI/ITIN UP/IKA 9 -~ dREENE -:; t'.ll o, -, '&-cf-:::-'1< ~-t °'' .... • "'Res c;i" ,., ~ ATER POLLUTION PREVENTION PLAN (i'IWPPP) . TIER 2 CSAFTI'Z RESIDENCE 7184 A VIARA DRIVEJ GR2017-0034 ElROSION CONTROL PLAN APPROVED; JASON S, GELDERT CITY ENGINEER RCE 63912 EXPIRES 9/30/18 DATE DWN BY: __ _ CHKD BY; __ _ RVWD BY: PROJECT NO, II DRAWING NO, DEV 2017-0108 504-5A VICINITY MAP NTS ( p~ •~ " "· t" 1" [> \) ,,;. "·· ) ' 'J;;; ') \ ,) • \~\A\-. ... \.-· "----......~---PKWY SITE = dk Greene Consulting, Inc. JOB No. 2017-28 P.O. BOX 143 BONSALL, CA 92003 (760) 310-9408 dkGreene Consulting, Inc. 7180 AVIARA DRIVE -.. . 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"'-.._,, . '· 5 .. ·, . . .·. •• : t ~ ' + + + ·.j + + . + : + + + + @ -\~---' ., •..• --' I '"-l ..... , ____ .. ,,-.,:-:-' . . ., ,. ·' '%111'" "\ . ; " .a i : ... , • '. · ' -. . "' 1 / z, ' ,1 , , , -l!J .l1_._, , I -.......... -....... -207... .. .... -... 1 ' ---·-= ' --,.--""" '-..,"'---._ ~~ .... "&~ ... ~tt~-5~iL .. W>'!.,, f' I ~ V ~/ 4 FOOT GENERAL UTILITY EASEMENT _.-.,,,.-TD THE CITY OF CARLSBAD, · , I I (R· ~ ft.I .... _glOi/)\ ~ fly { ( f / 1/1 I l'ij ~~~=ti~jjj~ , ! (.l, 1 z 1·1= ,--® \ rHk"<k'Yrl-, )., '& l 4 'rJ:i . j + + + + + + + + +·\!::,I.++ I~++ ;, I+ + 1~-· ~ {srFJH_sc-6 I+ + ~ + + + .r4\, + + ~;t_+ ~ .. :.+-~4~~-+-:.c),..~----!«,~-~-==-'· + + ~.-J·•-":+: ,I-¼ + ± ..± ± ± "-+ -• -" ~ t, r+--;t;--~+ ..C;iNEW 6FT W,1, FENCE (MATCH tiPXIST'G EXISTING FENCE = ~ ~jl ace · -~ \\\'"·----~ . -•~~-·-.-:, ,.,,~-::::~{~~::~~:_;\.-;,;; .":~..;,~.-::~~-~ "' l;:~ 7188 AVIARA DRIVE I 1 1 \. ~ I ,, SYMBOLOGY LEGEND PROPOSED CONCRETE PROPOSED PERVIOUS PAVERS (SEE SECTION SHEET 2) PROPOSED DECORATIVE PAYERS (SEE LANDSCAPE ARCH, FOR DETAIL) PROPOSED LANDSCAPED AREA PROPOSED SOD I • I : . ::,;.;_ :._ i -. ~ ~ 1+~+~+~-tl I . l ·,_. .. : .. :·: \ .: ',~ IMPERVIOUS SURFACES ... ·-·- AREA NAME AREA SF AREA SF SURFACE DRAINS TO 11 18 ; ® TOTAL TYPE . 1500 SF ROOF DRAINS TO STREET 1642 SF ROOF DRAIN TO ESA 48 SF CO•" RFTF DRAIN TO ESA 1018 SF DECORATIVE DRAINS TO STREET PAVERS 2518 SF 1690 SF N01£: NATURAL SLOPES AND POOL ARE SELF MmGA TING AREAS PERVIOU$ SURFACES AREA NAME AREA SF SURFACE TYPE 1253 SF PERVIOUS PA',!ERS 2111 SF LAf!QSCAPE --__ .,_, .. ,_ __ 9.9J. SF .SOD TOTAL 4265 SF TOTAL DISTURBED AREA 10841 SF (0,25 ACRES) SOURCE CONTBOL LEGEND DESCRIPTIO~ L,QQAIIO~ PREVENTION OF ILLICIT DISCHARGE lsc-1 I AS INDICATED PROTECT OUTDOOR MATERIALS jsc-J I AS INDICATED PROTECT MATERIALS STORED IN [2,C-41 AS INDICATED OUTDOOR WORK AREAS PROTECT TRASH AREAS FROM I sc .. 5 I AS INDICATED RAINFALL, RUN-OFF & RUN-ON LANDSCAPEJiOUTDOOR PESTICIDE, INTERIOR P RKING, SIDE WALKS l]c-{j AS INDICATED SITE DESIGN LEGEND W.CBIP]Q~ 1Q.QL, TIO~ MINIMIZE IMPERVIOUS AREA I SD-31 AS INDICATED IMPERVIOUS AREA DISPERSION I SD-51 AS INDICATED RUNOFF COLLECTION rjD-6 I AS INDICATED LANDSCAPE WITH NATIVE AND/OR DROUGHT TOLERANT PLANTS [SD-7j AS INDICATED ssloria, £,. 11 AS BUIL T 11 ,'":.---''e q_\ _,,1\CAr,t /~ t> A--' 11. e,,:o i tJl d67B60 'C? .., . -~ KRif/f[}{ LIPf/KA 9 ·-<JBEEJ(E ,. cl'I "' .... ~. ;-..... '(L I:' ,"' '- 1'1 'ft> "'"' , 'Res· Bi * ~ RCE __ _ EXP. REVIEWED BY, INSPECTOR DATE DATE l"'sHml CITY OF CARLSBAD I SHEETS I 1----+----+-----------+---+----tf----t---1 ~ f--. ENGINEERING DEPARTf.iENT 5 BENCH MARK 0 10 20 30 DESCRIPTION: ~x~x~x~x __ ~ ~ LOCATION:=================================~-RECORDED: ____________ -c-:---:-=:-::::--ELEVATION: XXX DA 1UM: NAVD llll l----+----t-------·----+----1----tf----t---l IBMP PLAli[~ FOR: I CSAFTIS RESIDENCE 7184 A VIARA DRIVE GR2017-0034 PLAN SHEET APPROVED: JASON S, GELDERT , ,1' l l ICITY ENGINEER RCE 63912 EXPIRES 9/3D/18 DATE I ' DATE I INITIAL DATE j INITIAL DATE l 1N111AL Dv,N BY: PROJECT NO, DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~ig ~~: --DEV2D17 .. 0108 504-·5A (