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HomeMy WebLinkAboutDWG 502-4A; DEV 2016-0070; DEMPSEY RESIDENCE; 01-06GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREV/OUSL Y APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN Tl-/£ PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST 8£ FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO 8£ PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 7. NO REVISIONS WILL 8£ MADE TO TI-IESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET: 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON 8£/NG SIGNED BY Tl-/£ CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL 8£ REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY Tl-/£ CITY. 10. ACCESS FOR FIR£ AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL 8£ SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS; THE SOILS REPORT WILL 8£ SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 12. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF.. CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS ANO THE " EARTHWORK SPECIF/CATIONS " ATTACHED TO Tl-/£ PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL 8£ SUBMITTED TO THE PROJECT INSPECTOR. 1J. A PRFCONSTRUCTION MFETING SHA/ I BF Hf/ D AT THF SITE PRIOR TO Tl-IE BEGINNING OF WORK AND SHAii BF ATTENDED BY All RFPRFSFNTA TIVFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 4J8-J891 AT LEAST FIV£(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN 8£ CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUCT/ON MEETING. APPROVED DRAWINGS MUST 8£ AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL 8£ PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 14. All INSPECTION REQUESTS OTHER THAN FOR PRFCONSTRUCTION MFETING WILL BE MADE BY CAI I ING THF ENGINFERING 24 HQIIR IN5PFCTION RFOIIFST I INF AT (760) 438-3891. INSPECTION REQUEST MUST BF RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK eiA Y UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE"PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE, A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO , EXCAVATION. 17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCT/ON, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 19. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 2J. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND /OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY Tl-/£ CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. TH£ SITE SHALL 8£ LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ANO DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 26. ALL SLOPES c,HALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. N/A AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 28. Tl-/£ OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WI TH Tl-IA T SHOWN ON BO TH (HF LANDSCAPE AND /RR/GA T/ON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 29. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. JO. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFF/C/ENTL Y AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. J1. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) 811 SDG&E (800)411-734J AT&T (619)237-2787 SPECTRUM CABLE (800)227-2600 COX COMMUNICATIONS (619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)4J4-2980 'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 'SAN 0/EGU/TO WATER DISTRICT (760)6JJ-2650 'LEUCADIA WASTEWATER DISTRICT (760)75J-0155 'VALLECITOS WATER DISTRICT (760)744-0460 'OLIVENHAIN WATER DISTRICT (760)75J-6466 'BUENA SAN/TA TION DISTRICT (760)726-1J40 x1JJO *AS APPROPRIATE 32. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENG/NEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO COMPLETION OF GRADING WORK -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH · INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT _J_O_H_N_D_E_M_P_SE_Y ______ A T (760) 918-6900 (PHONE 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 TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. FOR PROJECTS COVERED BY STATE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. 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 ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTICIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM Tl-/£ QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. TNE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY' BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. ·· 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATF. 11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION· CONTROL PLANTING AND IRRIGATION 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/CA T/ONS AND THE FOLLOWING: A. HYDROSEEDING SHALL 8£ APPLIED TO: 1. ALL SLOPES THAT AR£ GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WIT/-1/N 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE B. HYDROSEEDED AREAS SHALL 8£ /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CITY. CRITERIA: (5) PERMANENT STRUCTURAL BMP INSTALLATION CERTIFICATE. 1. ALL SLOPES T/-IAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: (6) PERMITTED WALL FINAL INSPECTION REPORT. . . a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND . ' WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL 3J. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) SYSTEM OF LOW PRECIP/TA TION SPRINKLER HEADS PROVIDING 100% YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED COVERAGE. TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WA T£RED BY A ANY SUCH RECHECK. CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS J4. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM GRAIN INLETS PROVIDING 100% COVERAGE. CONSTRUCTED BY T/-1/S PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY THE CITY WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SATISFACTION OF THE CITY ENGINEER. SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE "DECLARATION OF RESPONSIBLE CHARGE" SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE t HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, T~A T I J. /l~~G;~/g;/s~~Af[sT~~ithAIN THE MOISTURE LEVEL OF THE sotL AT THE OPTIMUM HA VE EXERCISED RESPONSIBLE C/-IARGE OVER THE DESIGN OF THE PROJECT AS DEFINED LEVEL FOR THE GROWTH OF Tl-IE HYDROSE£0£D GROWTH. IN . SECTION 670J OF .THE BUSINESS AND PROFESSIONS COO£, AND THAT THE DESIGN IS C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF Tl-IE FOLLOWING: CONS/STENT WITH CURRENT STANDARDS. 1. SEED MIX SHALL CONSIST OF NO LESS THAN: I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE a. 20 lbs. PER ACRE OF ROSE CLOVER CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY b. 20 lbs. PER ACRE OF ZORRO FESCUE RESPONSIBILITIES FOR PROJECT DESIGN. --""==-c. 3 lbs. PER ACRE OF £ SCHOOL CIA CALIFORNICA • C'f /NC d. 4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA FIRM: (! • t ~l'-orESSio,v, e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) ADDRESS· 1441 MONTIEL ROAD SUITE·'115 f:), I'-R • ,'1( f. 1/2 lb. PER ACRE OF DIMORPHOLECA CITY, STATE: ESCONDIDO, CA 92026 ff v" ,,.,, "'t g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON TELEPHONE.. Phone (760) 746-4955 Fax (760) 746-9806 t{ ~ "',, ~ LOCATIONS WI-JERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE ~ \';! No.C 085 ~ FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. BY: --, 'Jamllei:A~~[fi.'31 DA T£:_2._::_ / 2 -/ 7: h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A ~ 'MDcf.B,_EFLACE:By,DAN1£LT. ,-.,,;,.,,-H • EX· 9/3 17. • NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING R.C.E. NO.: GQ8101l5 t;;JtJl,9 ,, J''1tc CJV\\o'<'~"" OR BROADCAST/NG BEFORE HYDROSEED/NG. REGISTRATION EXP/RATION DATE: 09/30/17 12.( 3 //1 o Or CALI ~~ i. ALL SEED MATERIALS $;/ALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF SOILS ENGINEER'S CERTIFICATE ~v9?R~5:".o'!q;',, FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR J2t /J-1, ~--------------L_/J.' ~,SL r ', '? -~ PRINTED ON SAID CONTAINERS. GEO TECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY D_Of P/t q No. 01013 'i-) * . HYDROSEED SLURRY AT THE DISCRETION OF Tl-/£ CONTRACTOR. I, ,;J 'A---r,4/ , A REGISTERED (CIV:;,j 't" · 1;~,.t,~ j. NON-P;tYTO-TOX/C WETTING AGENTS MAY 8£ ADDED TO THE BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY TH \Br ''P-l2131~')f, I{] TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN TH "),,, c "/& "!r'k TYPE 6 MULCH (STRAW) MAY Bf SUBSTITUTED, ALL OR PART, FOR S/T?lAS~M~E BY ME' 0to U!)~ER A~b DIRECTION BEIJEE1// TH~ 2g~T~S T~~o>br~ol'-"" HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST 8£ COPIES OF THE SOILS REPORT COMPILED FROM THIS STUD~ WITH MY ~~ ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF 'THE CITY TH£ STRAW INTO THE SOIL. ENGINEER. --""==~ C::: J J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% o\'-OrESSJo,,, -~ ~ __. ________,-SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. 0,:y \_1., T. ''"'< ~ SIGNED: __ ___c<"'"<,,===::::.________ D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEED/NG BY: ~ , 1,--" 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: !;j ,;! -,, __ ;t G.£./P.E. NO.: 2665 a. TRACK WALKING SLOPES STEEPER TI-IAN 6: 1 0 a No.2665 :i: ii; DATE: 7-/Z.-/ 7 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY \'2 EXP.12/31/18 ~ FRIABLE. • "'ce ..,v • LICENSE EXPIRATION DATE: 12/J1/18 c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS o OR b <!';-O r,cH"'~ '1>"" ABOVE. "''coFcALI\Q'<' OWNER'S CERTIFICATE 2. CONDITIONING THE SOILS so THAT IT IS SUITABLE FOR PLANTING BY: I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE- REGULATED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCT/ON ORDER AND MUNICIPAL PERM/ T, LA TEST VERSION. a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. f. HYDROSEEDED AREAS SHALL (if MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE Tl-IE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEFDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. F. G. H. \ VICINITY MAP CITY OF OCEANSIDE l'"=-~~ 't,t %/ \ p HIGHWAY ?8 7 ", 'fl, V// ~ I '{)-__/'i , ;_: ~ ~grLJO , <( "'L ~~ _$; ~ o~~"''lvo 4 •. •. fa § ~~ CITY OF VISTA -Y""f CANNON ,8 _§> ~ \ \ '\" ,-, ii/ f'-~R"'O~Anil-r,~~r- . '\ \ ~\-ALOMAR ::J ~ ~<l ,i \~ ~)---q.:~ C> \ I "' < ' --\L CITY OF ~ ~ '/;, ) Ro~O ~ I SAN MARCOS ~ ;'\"\ ~) Y Pk '(Y " GA 0c 'l '-'-"~PROJECT SITE V V y.:-'-, CANDIL l .·.i:·C'·~-.,-_ ,-,,. c':-.·'--'.-.'c-·."·:._c_-: .. (•.7_.1/ BOLERO 11':1A:~4: PL. PAi~~N ~ ~:y; ~~;~~ f~E, (jT ~ _,..____1"=--r"\ L.\. CITY OF ENCINITAS "'----17. _ _J TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION(CONT) ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON Tl-/£ APPROVED GRADING PLANS. AN APPROVED EROSION CONTROL PRODUCT (RECP) SHALL BE INSTALLED PER EC-7 /F THIS REQUIREMENT CANNOT BE MET. JUT£, EXCELSIOR OR STRAW BLANKET IS UNACCEPTABLE. SHOULD GERMINATION OF HYDROS£ED FAIL TO PROVIDE EFFICIENT COVERAGE (NO LESS THAN 70%) PRIOR TO OCTOBER 1, TH£ SLOPES SHALL BE STABILIZED BY AN APPROVED RECP. JUTE, EXCELSIOR AND STRAW BLANKET IS UNACCEPTABLE. DESCRIPTION RIGHT-OF-WAY BOUNDARY SET BACK EXISTING SEWER LINE EXISTING SEWER MANHOLE EXISTING FIRE HYDRANT EXIST CURB INLET TYPE B EXIST CLEAN OUT EXIST CATCH BASIN EXIST STORM DRAIN CUT/FILL DAYLIGHT LINE PCC CURB (MOD.) PCC 4" SIDEWALK CONCRETE DRIVEWAY FINISH GRADE TOP OF WALL BOTTOM OF WALL TOP OF FOOTING GRATE INVERT ELEVATION TOP OF CURB FINISHED SURFACE FLOW LINE FINISHED FLOOR DOWN SPOUT CARLSBAD STANDARD DRAWING LEGEND D,,-G,NO. SDRSD D-1 SDRSD 0-9 PRECAST PER PLAN & SDRSD G-1 SDRSD G-7 CSD GS-12 SAN DIEGO REGIONAL STANDARD DRAWING DIRECTION OF FLOW SYMBOL () .... ,;,,-_;,j -...±.... - 21 FG TW BW TF GR IE TC FS FL FF OS CSD SDRSD I\ QUANTITY 237 1095 340 LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY LANDSCAPE MANUAL, THE LANDSCAPE PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER. 2: 1 CUT/2: 1 FILL SLOPE SLOPE/RIDGE CUT y rrr FILL 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 CATCH BASIN PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT RETAINING WALL GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND PRECAST (CUSTOM DESIGN) DETAIL SHEET 4 THE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED PERVIOUS PAV£RS DETAIL SHEET 2 ON THESE PLANS. STORM DRAIN (PVT) 12" AND UNDER SDRSD 0-60 THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE 'MTH THE FOLLOWING SEWER SERVICE (PVT) PVC CSD S-7, 5 DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY WATER SERVICE IPVT' PVC W1/ METER CMWD W2 W3A ENGINEER. ,, I ' SCO/SDCO SDRSD SC-01 =!il==== ----I: I : I SD s w 8 EA 1162 SF 5361 SF 491 LF 81 LF 77 LF J EA 1. CARLSBAD MUNICIPAL CODE EXISTING CONTOUR (MAJOR) i .----------160--... t,;f 2. CITY OF CARLSBAD ENGINEER/NG STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. N/A 5. Tl-IE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS ayCONSTRUCTION TESTING AND ENGINEERING INC. _____ DATED DECEMBER JO, 2016 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED NiA (E-J2) 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED -~N~'l~iA~---- 10. STORM WATER POLLUTION PREVENTION PLAN SE£ SHEET 4 AND 5 WD/0 NO. __________ _ 11. STORM WATER MANAGEMENT PLAN PREPARED BY NIA (E-34L DATED ___ _ SWMP NO. 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCT/ON SITE BMP MANUAL. PROJECT LOCATION EXISTING CONTOUR (MINOR) PROPOSED CONTOUR (MAJOR) PROPOSED CONTOUR (MINOR) BROW DITCH (MOD.) SDRSD 0-75 STORM DRAIN DIFFUSER SEE DETAIL SHEET 2 EARTHWORK QUANTITIES INDEX OF SHEETS CUT: 700 CY 1 TITLE FILL: 2J40 CY 2 GRADING AND DRAINAGE J SECTIONS AND DETAILS IMPORT: 1,640 CY 4 WALL DETAILS EXPORT: 0 CY 5 SWPPP TIER 2 Tl TLE 6 SWPPP TIER 2 PLAN REMEDIAL: CY LEGAL DESCRIPTION LOT 46 OF PM 8302 REFERENCE DRAWINGS DWG 182-6 POST-CONSTRUCTION BMP TABLE THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 215-491-J6-00 STORMWATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA TION? 186 LF EA Tl-IE CALIFORNIA COORDINATE INDEX OF T/-1/S PROJECT IS: STANDARD STORMWA TER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS II] YES (SEE SWMP FOR DOCUMENTATION) l_J NO N J40 F __ ~16=9=5~------ BENCH MARK Of SCRIP TION: ==c-2=. 5~"0~/S=K-S=TA"'-M"cPcc-ED=c'~' .c..CL"'Sc=B~-.c..O=J1-L.'=S='. 6~2=15'c===~ LOCATION: SOUTHEAST CORNER OF Tf/E SOUTHERLY FOUNDATION PAD ON THE WEST SIDE OF EL FU/RTE STREET, 200FT. NORTH OF CORINTH/A STREET, ADJACENT TO THE SOUTHERLY ENTRANCE TO LA COSTA MEADOWS SCHOOL, 15FT. BEHIND SIDEWALK. RECORDED: R.O.S 17271 D. FEBRUARY 8 2002. ELEVATION: 562.JJJ DATUM: NAVO 88 TOTAL LOT AREA = TYPE DESCRIPTION 0.76 ACRES TOTAL DISTURBED AREA = 0.65 ACRES OWNERSHIP OWNER NAM£:_J~O~H~N~DE~M~P~S~E~Y ___ _ ADDRESS:7105 CORINTIA ST. PHONE NO.: ( 760) 918-6900 CARLSBAD, CA 92009 (THIS 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 KEYWAYS) TOTAL REPLACED IMPERVIOUS AREA = 0 TOTAL PROPOSED IMPERVIOUS AREA = 6J10 SF NO DEVELOPMENT IS PROPOSED ON NATURAL SLOPES GREATER THAN 25% MAINTENANCE AGREEMENT RCE 6 (0/3 SHEET NO. EXP. IZ"-3/-IB MAINTENANCE FREQUENCY DATE f----1---+''"-~lCH~"'Lf'l/!l-f-,,_, __ .t<>,.,"'-,J-s_tt_ee:r: __ ~_'"=_~''::,''=~-o_·i:,n~:~~~~~~~~:~~~~~~~~ 1 SHE/ET I CITY OF CARLSBAD I SHE6ETS I ENGINEERING DEPARTMENT ::==:::::..:::==========:::::..:::====: GRADING PLANS FOR: DEMPSEY RESIDENCE /1~ ~ ~ 7·12-·/7 7 ~r~SEY___,__ 1--F--'-"D~ATE -LEUCADIA WASTEWATER DISTRICT PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER GR 2017-0016 DEV 2016-0070 C~E~ Construction Testing & Engineering, Inc. I j Ne lnepectlon I Testing I Geotechnlcal I Environmental & Construction Engineering I Civil Engineering I Surveying Fax: (760) 7-46 -9806 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY SURVEY --METHODS FROM INFORMATION GATHERED ON 2010 12 , 20J.fi_ 3y_'.Ll.!CTFc._11Y.!,'"~~-------------- APPROVED: ( L J' u , V JASON s., 9ELJlERT ~ :(DO o~ c'.1:>3/a91. ,-1~-n ~ . CITY ENGINEEW ~E :3~12 EXPIRES 9/30/1~111~ Dexter S. Wils'iin, PE RCE Dote ~ -+""/"'·l\,_ _______________ +---+----+~ll~lr..t-·.1 . .c,,_:cr1 ::;:::::::~=~=::::::;~::::==:==::::::=:::::"::':::'=::;;:=:::::==~ ~llJJ OWN BY: JG PROJECT NO. DRAWING NO. , w E . . 1 .,_,.. 2. 1.,. oA E 1N1T1AL DATE INITIAL DATE INITIAL CHKD BY·.-s"'c::.~-~ · 1441 Montiel Road, ~lte 115, Escondido, CA 92026 Phone: (760) 7-46 -4-955 TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. ~clf.Jou.·11!mo~-".,,5,.1-"e~e-.,,.~•""·'""-· (o·,'.JV • O Jl ENGINEER OF WORK REVISION DESCRIPTION RVWD BY· . ..n,;·o.. DEV 2016-0070 502-4A Firm -~ Exp. Date OTHER APPROVAL CITY APPROVAL _ ~ ;TE NO. 10-1JJ92C ' '' ' ..a. 0 -+, O') CJ ll i 2 GJ 2 C s: OJ ~ CJ ll ~ 2 GJ 2 C s: OJ m :0 Ol ~ Ufj ~ ij ' 5.00' ----- C ----------" END CAP ---r· --c, ----s - (!)372.0 SDCO 370.5 IE @)365.o sea 361.0 IE 363.95 FG . '" <Jii68.J7 TW ··-65.40 BW 363004 TF / 2" MIN. ROCK, T=/4", MIN. 6" COVER OVER PERFORATED PIPE; HAND PLACED LOOSELY I 12"X12" PRECAST STORM DRAIN CATCH BASIN BASE H=/.5' WITH OPEN BOTTOM, PARKWAY GRATE. OVER 0.5' GRAVEL; OVER FILTER FABRIC. i------+-----+---------16.00' ---------------f--~I 1.86' 1.86' \' \, ';'' \' C, SDHW (IE 362.0) . DWG 182-6 . EXISTING 18" RCP OUTLET FS 6 I \ \ ' \ C 1 / 8 84.5 FL -- --- 375.8 1£ 11 WATER POC \ \ 385.00 TW 7 385.00 FG 382.50 TF 77.3 GR(J) 314l 1r •, C7 X V> c4 C7 r "' p crj -,-z V, br.'0 71, 9 sc:o . ~3.01£ /5' SEWER ACCESt EASEMENT !PER MAP 8302 .. 'REC: 5/5/1976 1 (GR 368.0) (IE 360.5) DWG 182-6 6.e;;;.....J; EXISTING SCREEN WALL 0.50' 2% MIN. . !JOY -45 SPILLWAY STRUCTURE: 12"X12" PRECAST STORM DRAIN CATCH BASIN, OLOCASTLE 1212CB OR EQUIVALENT, INCLINE TOWARDS SLOPE, PLACE OVER 6" GRAVEL. BASE H=1.5' WIJH OPEN BOTTOM, PARKWAY GRA Tr. IMPERMEABLE LINER (10 MIL. MIN.) .. <:-, f------1--5.oo· ____ j-:J 8" PVC ~ 10.0 L.F. PERFORATED PIPE. 8" PVC ~ 10.0 L.F. PERFORATED PIPE; 1/2" HOLES @ 5" MIN. PLAN 4" MIN. ROCK SPLASH PAD, T=0.5', PLACE OVER FILTER FABRIC. PROFILE ~E~ Construction Testing & Engineering, Inc. '-' I J JNC Inspection I Testing I Geotechnlcal I Envlronmental & Construction Engineering ~ 1441 Montie! Road, Suite 115, Escondido, CA 92026 Phone: {760) 746 -4955 DETAIL STORM DRAIN DIFFUSER Civil Engineering I Surveying Fax: (760) 746 -9806 \ \ \ STA: 22+9 .51 14 STA: 22+/12.25 P~ \ \ I APPLICABLE SWQMP BMPS PER PROJECT REQUIREMENT E-36 CHECKLIST CONSTRUCTION NOTES: SITE DESIGN· BMP SD-MAINTAIN NATURAL DRAINAGE AND HYDROLOGY RUNOFF COLLECTION / NATIVE DROUGHT TOLERANT LANDSCAPING .cl// SD-8: HARVESTING AND USING PRECIPITATION SOURCECONTROL-BMP SC-1: PREVENTION OF ILLICIT DISCHARGES INTO THE MS4 SC-2: STORM DRAIN STENCILING OR SIGNAGE SC-3: PROTECT OUTDOOR MATERIALS STORAGE AREAS FROM RAINFALL, RUN-ON, RUNOFF, AND WINO DISPERSAL SC-4: PROTECT MATERIALS STORED IN OUTDOOR WORK AREAS FROM RAINFALL, RUN-ON, RUNOFF, AND WIND DISPERSAL SC-5: PROTECT TRASH STORAGE AREAS FROM RAINFALL, RUN-ON, RUNOFF, AND WIND DISPERSAL (PRIVATE FUTURE RESIDENCES) STA:21+73.98 SC-6: ADDITIONAL BMPs BASED ON POTENTIAL SOURCES OF RUNOFF POLLUTANTS / DETAIL DETAIL SC-17, SC-44 SELECTED YES YES YES YES YES YES YES NO SELECTED YES NO NO NO YES YES 0) CL£ANOUT (SDCO AND SCO) PER RSD SC -01 (]) 16' PCC DWY PER RSD G-14(A) CITY STANDARD GS-12 Q) 12"X 12" PRECAST BASIN, OLD CASTLE 1212CB OR EQUAL © CONSTRUCT PERVIOUS PAVERS SEE DETAJL THIS SHEET @ PROPOSEO 1" WATER METER CONNECTION TO EXISTING 3/4" WATER SERVICE STUB PER CMWD DWG NO. W-JA. CONTRACTOR TO FIELD LOCATE EXISTING SERVICE. @ DEEPENED FOOTING PER SEPARATE ARCHITECT AND STRUCTURAL DRAWING ([) CMU RETAINING WALL PER DETAILS SHEET 6, STRUCTURAL CALCULATIONS AND GEOTECHNICAL RECOMMENDATIONS @ CONSTRUCT CONCRETE BROW DITCH PER MODIFIED RSD D-75 (W=12", H=6") @ LEVEL SPREADER DIFFUSER Vi1TH 4" CRUSHED STONE COVER AND PAD PER DETAIL THIS SHEET @ FIELD LOCATE EXIST SCO AND CONNECT TO LATERAL AS-BUILT LOCATION TO DOCUMENTED BY CONTRACTOR. LWD AND BEGINNER TO BE NOTIFIED OF ANY DISCREPANCY BETWEEN FIELD LOCA TJON AND RECORD LOCATION q]) POC PER ARCHITECTURAL PLANS @) 6" (P. V. T.) CURB PER SDRSD G-1 @ SAWCUT AC PAVEMENT/' WT FROM UP OF GUTTER. SAWCUT PCC CURB AND GUTTER AT LIMITS OF PROPOSED IMPROVEMENT. DEMO EXISTING CURB AND GUTTER. REPLACE AC PAVEMENT SECTION, MATCH EXISTING. <J]) CONSTRUCT PUBLIC SIDEWALK PER SDRSD G-7. MATCH EXISTING. @ CONNECT THE WALL DRAIN TO THE AREA DRAIN. CONNECTION LOCATIONS ARE ABOVE THE 100 YEAR STORM HGL. @) INSTALL DRAINS PER GEO TECHNICAL RECOMMENDA DONS, DA )'LIGHT WALL DRAIN AND FILL DRAIN TO THE SLOPE FACE. VOID FILLER -1/8" TO J/8" (NO. 8) AGGR[GA TE IN VOIDS BELGARD AQUABRIC PERMEABLE PAVER H=J 1/8" W /TYPE 8 JOINT FILL 6"X18" PCC FLUSfl CURB ALONG QZ) PERIMETER AT LANDSCAPE, HARDSCAPE AND FOOnNGS, 6" FACE WHERE SHOWN STA: 20+66.JJ CL WHERE PERVIOUS PAVERS MffT FOOTINGS AND ALONG TOE OF SLOPES IMPERMEABLE LINER SHALL BE PLACED AGAINST TH£ FOOTING AND EXTEND OUT FROM THE BUILDING 5' MIN. NOTES: BETWEEN THE COMPACTED SUBGRADE AND BASE. INSTALL 4" PERFORATED PIPE AND CONNECT TO AREA DRAINS -ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) -THE PAVERS Sf/ALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED ;' ~, 0 GV 'JB -~~ v/1 s-+--:-il_ 1,t-,-,:i--PED ~ox w STA:20+ 6.99,P~- -EACH COURSE SHALL BE VIBRATORY COMPACTED BEFORE PLACEMENT OF NEXT COURSE -NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED EXCEPT AS NOTED. DETAIL TYPF 'R' Cl,,,, (TC 379.4) (IE 370.0) t !, DWG 182-1 ., I I I .± I I I - I I • STA: 20 31.22 14 s: I I I GRAPHIC SCALE 20 0 10 Ille~~'_, ~ I 20 40 , ___ , 1 inch = 20 ft. 80 , BELGARD PERMEABLE PAVER DRIVEWAY NTS STORM DRAIN DATA (PRIVATE) D LENGTH SLOP£ T)ff [I] Jo.a· 13.8% 8" SDR-35 111 100.4' 1.0% 8" SDR-35 SEWER DATA (PAIVA TE) Q] 80.2' 1.1% 8" SDR-35 ◊ LENGTH SL/1'£ Tl1'E: rn 40.5' 1.1% 6" SDR-35 (1) 70.5' 17.0% 4" SDR-26 PVC [fil 36.7' 0.9% 6" SDR-35 [§] 62.5' 1.0% 6" SDR-35 [z] 16.J' 1.0% 6" SDR-35 WATER DATA (PRIVATE) Em 74.7' 1.5% 6" SDR-35 0 LENGTH TYPE: [2l 6.5' 1.0% 6" SDR-35 [Wl 23.8' 1.7% 8" SDR-35 [TI! 10.0' 0.0% 8" SDR-35' (jJ 36.0' 2" SCHD 80 PVC (}; 41.2' 2" SCHD 80 PVC ' PERFORATED PIPE t---t---t-------------t---+---+---+-----< I SH2EET I CITY OF CARLSBAD I SHE6ETS I ENGINEERING DEPARTMENT ::=='--=========:::::'..==~ 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DlHER APPROVAL CITY APPROVAL GRADING PLANS FOR: DEMPSEY RESIDENCE GR 2017-0016 APPROVED: C1TY ENGINE DWN BY: CHKD BY: -i=-,.-- RVWD BY:_ DEV 2016-0070 PROJECT NO. DRAW1NG NO. DEV 2016-0070 502-4A .. . □ :c ~ 2 G) 2 C s: Ill m :c 082117 N 0 ..., c,') □ :c ~ 2 G) 2 C s: Ill !II □ :c ~ 2 G) 2 C s: Ill m :c Co ~ ~ ti :c . ' -~ -·~-,,·;; -I .~ . . -, !>:~' ) _,-:,t/ .,, BOLERO STREET Fl TC q_ 390 ~ 1: 1 TEMPORARY SLOPE /, ~ TO BE DETERMINED BY I GEOTECHNICAL ENGINEER /j J o-75 "J" DITCH--.....____, IL lt:1:::o.=00=·~=20=.o=o=·:::l--------------1 FG 387.5u~~T ~ /J 1n 1i:....;:::i-1-_ 11.82' ';) I 1] :t: I, - BW 385.00 LI/ ~l5no· // TW 383.00, / 1 · /, / TF 382.50 ~ HOUS~ PER ARCHITECT PLANS /,/,-..-JJ.0' /~ """;--+--_--'-'---""""-'-""" FF 378.70 r.:-///// v //////////////, j -I._-<--"'- 3801----8--c-Mu-. fl-@1-6~-. #-5@1-6"v_~_\\\---,--1V,,:/,-,,L½A½/21/,L½/½7'1/,-,,L½A½/2½L'l/L/rr~-,,L0,L-;0A0L0/L½v'7"1/1--~-.L1-_---'_::::-7,1rt~-r1-+--~~-----------1 ~ '-t\ TF 377,50 ~ co "' 0 CJ 10' SEWER ~ ~ ~ PROJECTED UNDEVELOPED GRADE KEY AND BENCH CUT, GEOTECHNICAL REPORT R[COMM[NDA T/ONS AND FIELD O[TERMINA TION TAKE PRECEDENCE. EASEMENT I ( ~_!:15~'-1A---1",.L-D££PENED /CITING / ?2 ~ II J / / H~/5" "' ~ / ~~-2§ 370 1-------1-------/-----f-/---±=-=:ii!c•ff--ARCH/Jf_ TURA1=-P'ia,eA')tN/S-" =f-'-----+;·j------r-t---t---------------------1 / I PAVER STRUCTURAL SECTION AND LINER PER DETAIL. 360 // _ _j // • I'-.... FG 365 / 16 / L --d~,--4• PERFORATED PVC BACKDRAIN ENCLOSED IN GRAVEL AND FILTER FABRIC, GEOTECHNICAL REPORT RECOMMENDATIONS AND FIELD DETERMINATION TAKE I PRECEDENCE. ______ _,..I _16_.1_8_' _.,. ___ 33_.7_5_' --~'--------+-__ 1_1._99_• ________ ,_ __ 2_1._96_' __ 1 __ ,___6_.o_o_,.· '-----------------------, I SECTION A-A SCALE VERT. 1" ~ 4' HORZ. 1" ~ 20' 3901----------------tf--~----------------r----------------, HOUSE PER ARCHITECT PLA; S 380 1----------------1-----------1-------t----------------1 TW 378.00 8" CMU, #4@16"H, #5@16"V ~ -...-., I ~ ~ PROP /NISH GRADE~-......_ TW 369. 0 r / ..._~ r 370 l------------------+---l---'~./--ll---,,-L/--,---------1------------------, 8" CMU, #5 @ 32 ~ ---l / I ---.._,, u ~ EXIST FINISH GRADE 10' SE "R EASEMB,NT I/ FG 366 80 ! ...✓-,--KEY AND BENCH CUT, GEOTECHNICAL REPORT RECOMMENDATIONS , ' ~ ANO FIELD DETERMINATION TAKE PRECEDENCE. ;111,--'! i -- I ' TF 364.37 7' FOOTING SE BAG I / I ----t--t-r,t---1"'1-.J_,.u._. rl----4" PERFORATED PVC BACKDRAIN AND WALL DRAIN ENCLOSED IN GRAVEL AND FILTER FABRIC, 1: 1 FOOTING INFLUENCE UN[. INFLUENCE-...___ EXTENDS BELOW TH[ EXISTING 8" SEWER (IE "-s I / I I I ,1 GEOTECHNICAL REPORT RECOMMENDATIONS ANO FIELD DETERMINATION TAKE PRECEDENCE. t------1: 1 FOOTING I INFLUENCE LINE. ~ 355.3, INFLUENCE ~ 353.1). K 3601---------------+,--l~~-1-------------i----------------, / SECTION C-C / SCALE VERT. 1" = 4' f HORZ. 1" = 20' ~ Construction Testing & Engineering, Inc. CTE ]NC Inspection I Testing I Geotechnlcal I Environmental c!c Construction Engineering I ~ 1441 Montiel Road, Suite 115, Escondido, CA 92026 Phone: (760) 7'46 -4955 Civil Engineering I Surveying Fax: (760) 7'46 -9806 LOT45 LOT46 CMU RETAINING WALL PER SfflUCTURAL CAL GULA TIONS FG .383.97 If. I I ACCESSORY DWELLIN a UNIT PER ~; ARCHITECT PL [ NS HOUSE PER ARCHITECT PLANS ,-/ V V ~ '.( 11/ % /1 SW 382.00 V / V v:'. % ~ % 6.00 --I I- LOT47 390 V / / / / / [/ r/////, v////, _...,.,-, l--t-----------il½,L-,,L½A1//2 ~,L //ri'-A---¥-W//1/, l:1///1//'.'-""'-----+--A,-JT;C;TFC--C3=79,-c;.3;,;-2 --------1 I --------------1---~""'-~ ~---FG 378. 00 / - 380 15' SEWER ACCESS EASEMENT 1 \r-,.._ / - - --__r 1· ~KEY AND BENCH CUT, GEOT[CHNICAL REPORT RECOMMENDATIONS C I AND FIELD DETERMINATION TAKE PRECEDENCE. / EXIST;FINISH GRADE I'--PROP FINISH GRADE I /,.,.--,___. ' +-- FG 370.81 ___-~ ---.' -----' - - r--. -----_J --t-------,----1~---IL1---~----l-+----l----~---f-----~----t+------------------1 370 17.95' \_ -I:. 17.95' 12.34' 24.83' 15.00' 35.64' 19.02' 4" PERFORATED PVC BACKDRAIN ENCLOSED IN GRAVEL AND FILTER FABRIC, GEOTECHNICAL REPORT RECOMMENDATIONS AND FIELD DETERMINATION TAKE PRECEDENCE. SECTION B-B SCALE VERT. 1" = 4' HORZ. 1" = 20' 19.63' 2J.65' 360 NOTE: Sff SHE[T 6 FOR WALL DETAILS. SECTIONS A-A & B-B SHOW Tfl[ UPPER & LOWER TIER WALL. SECTION C-C SHOWS THE WEST SLOPE WALL. l----+---t------------t---t----t----t----1 I SHJEET I CITY OF CARLSBAD I SHE6ETS I ~;:;~~:;::;:;~EN~G~I~N~EE~R=:l:::::N::::G=D:::::E:::::P:::::A:::::R:::::T:::::M:::EN:::::T:==::::...'::==~ SECTIONS AND DETAILS /1\ DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DEMPSEY RESIDENCE GR 2017-0018 DIN 2018-0070 APPROVED: /.lj 11 , ' JASON S. G~LD~RT ----";ta<U..,,,,'.!_L/~,,!,:.:· '.:..:t~-----c----c-8 /l/ /Zo 1 i... CITY ENGINEE~ RCE 63912 EXPIRES 9 /30 /18 1 'DATE DWN BY: :ri, CHKD BY:~~- RVWD BY: \';f,/L PROJECT NO. DEV 2016-0070 DRAWING NO. 502-4A I T I I m l> tl I :a~ mo go □ ~c aO~ -m ~ :0 g~ m ~ • ~ J> •~z ~z~ 0 C ~ ~:c c!: mO ~:o;H ci m • ... U1 ~ I ~" z m m ~ m l;; I s ·o "'" mo d Oo 3 TIC ~ ;@ 0 D • '1; ~ ~ ~ z "·~ < ... ,,... ~ ~ g 'Il a ~ 'B;R ii 3i • I a;;: ,., z z I ~ I I . I . i I I I I m l> tl ,D~ J tJ8 <? Be "·~ , " ~~ • D • •• :.:; !lz s~~ ~ -gja "" ;o '"O ~ Bl rn r~i z ill ~ j □ :0 ~ 2 G'l 2 C s: ClJ m :0 082117 w 0 -t, O') □ :0 i 2 G'l 2 C s: Ol !fl □ :0 i 2 G'l 2 C s: ClJ m lJ Co ~~ G)~ o,2 OG'l 1\)2 ,c ,l::i,. s: ►~ :0 r, .l ',-I;' . sl) ' "' ---+-4" DRAIN f,1/ GRAVEL BACKFILL 3 -14 ~ a::NT. "" • 11) J=~..:;•_I:~=~~:•-=_-:_-;-. _•-" ------"'- CLR. I TYP. 7" ·i 8' G) ~;;_T SLOPE RETAINING WALLS C .. ~ Construction Testing & Engineering, Inc. TE /Ne Inspection I Testing I Geotechnical I Environmental & Constr~ction Engineering I Civil Engineering I Surveying ~ 1441 Montiel Road, Suite 115, Escondido, CA 92026 _ Phone: (760) 746 -4955 Fax: (760) 746 -9806 • • . Q ' • • -- . 't" 3' CLR. TYF. 31_411 . . • . ~ • 2:1 MAX. D r----_ •4 6l lb" (TYP) -. sl) Is- • RETAINING f,IALL NOTES CONC. STRENGTH = 2!:>00 PSI MASONRY STRENGTH = l!:>00 PSI MORTAR TYPE = S 1800 PSI GROUT = 2000 PSI f~ STEEL = b0 KS! :i r: f,IATERFROOFING 4 DRAINAGE BY OTHERS·- Q ' N L, <UPPER TIER HALL> • • • • ____ .....;;.... ___ _, I.- 1'-4" 4'-2' 3" CLR. TYF. 1'-2" <LOHER TIER HALL> 3" CLR. TYP. 2'-8' MIN. (OPTIONAL HALL FOR LOHER 4 UPPER TIER FOR 0'-0" -4'-0" RETAINING MAXJ @t:T~_O" -6 1 -0" RETAINING WALL (ci;\i----'-0 _-_4_' -_0;;._"____;_;_;R ET;;::..:.;__,;.Al;.;....;N.;:.;..I N;..;:.G_W.;_;,;A_;.;;L=L=-S _ \:!!}_) N.T.S. 'DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF [,!ORI( FOR THE PORTION OF THE PROJECT SHOHN ON SHEET b, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THI& PORTION OF THE PROJECT AS CONSISTENT HITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF THE PROJECT DRAHINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOE& NOT RELIEVE ME, AS ENGINEER OF HORI<, OF MY RE&PONSIBLITY FOR PROJECT DESIGN. FIRM, HTK STRUCTURAL ENGINEER&, LLC ADDRESS: 14288 DANIELSON ST"200 CITY, STATE: POf,IAY, CA 920io4 TELEPHONE, (88>8Jro 19-8989 BY HELMAND KUSHKAKI DATE 0io/I4/11 R.C.E. NO.: 432b REGISTRATION EXPIRATION DATE: 12/31/11 rsim7 CITY OF CARLSBAD I SHEE1S I 1----1---1--------------~--l---l-----11----l ~ ENGINEERING DEPARTMENT io 1----1---1--------------~---1---1-----11----l WALL DETAILS FOR: DEMPSEY RESIDENCE 1----1---+-------------+----+---+----1,-_-1 !:::G:::R:::::2:::01:::7::'.:'"::::001==::z8=========D=fi=201=8-=00'==70 APPRO'-lm: / __ " / '/ J I JAsc»1 S.~ (./. . l'J .)1/(il 11 I 1----1----1-...-------------~---l---l-----11----l :;a~TY;;;:;~~=;;;::::::;RCE~="3=9:;12~El(f;;;;1R£S:;;;;9=!.GQ=I /~·1;:;e ;;:;::;:;;A;;lE:::;:;:;: 1--,=-1-,=,--µJ'l\"""L-------------l----l---l----le---l rmw;i tlT: RT I PRC>.ECT NO. I DRAWING NO. DA1E INl11Al t--DA_1E____._N11AL_-+-_DA_1E____._INl11AL_---t CHl<D BY: .,re.. ENGINEER e7 MR< REVISION DESCRIPTION 01IER ._,., ,._ R',...,, BY:·. oF a DEV 2018-0070 502-4A ...-.--nv.,-,,._ aTY JJ I hOVAL \I' nu -- □ JJ ~ • 2 G) 2 C ~ OJ m JJ 082117 I I I I I 1/Z ~ I ~ □ JJ .~g ~ ~.:ac 3~Q ~"'en ,!!! 2 ~ ~ . i~z G) §i z~ 2 ,..c ~~I c:: ~~o ~ ,-~ ,. m Ul S: OJ r ~ z m 2 :0 ill I ~ I I I I . □ JJ i • 2 G) 2 c:: :s: OJ m JJ l - TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) VICINITY MAP CITY OF OCEANSIDE STORM WATER POLLUTION PREVENTION NOTES HIGHWAY 18 ,· \ r GENERAL SITE MANAGEMENT REQUIREMENTS 1-'2, 4 ·.·.· ~ I" THE FOLLOWING GENERAL SITE MANAGEMENT R[QU/R[M[NTS SHALL BE ADH[R[D TO [ROS/ON CONTROL HYOROS[[D/NG, PLANTING AND /RR/GA TION ' ';?, 7 THROUGHO()T THE DURATION OF TH[ CONSTRUCTION WORK (YEAR ROUND). "" I "' '/ NOT TO 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL "' ; 'f ~~~ SCALE 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT.· JOHN DEMPSEY FROM: OWNER BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD ~ <( 0 G' VD' AT (TEL.NO.) (760) 918-6900 SPECIF/CATIONS AND THE FOLLOWING: r~o~· '~ . . . (j 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED A HYDROS[[DING SHALL 8[ APPLIED TO: . ·.::-,_.·.. !j . CITY OF VISTA WITHOUT TH[ APPROVAL OF TH[ [NGIN[[R/NG INSPECTOR. 1 ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR \ CANNOt-1 (j £) ~ STEEPER WHEN THEY AR[: ~ ~ <' ROAn ----J i',°' ~ J. TH[ CONTRACTOR SHALL RESTORE ALL [ROS/ON CONTROL DEVICES TO WORKING ORD[R a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC '" ALOMAR -~ TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. WALL OR STREET. \ ✓ :'\ "'"' b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. ~ >;;-.,, 'i-0 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE () / / CITY OF "A~ "A 'C p REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN / \ SAN MARCOS 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE < ..,, , 1',0~0 CIRCUMSTANCES WHICH MAY ARISE. 'ili "' /:-' FOLLOWING CONDITIONS EXIST: ~ ,of( '-Y' AIGA 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCT/ON OR \_: ''·)S.,! 'i-'-,/ff~ eRoJEQT SI'[£ TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. U V .--4.., CANDIL CONDITION. b. IDENTIFIED BY THE PARKS AND R[CR[A TION DIRECTOR AS . . . .··• ... BOLERO MANAGUA'( PL. HIGHLY VISIBLE TO THE PUBLIC. ·-· .· .. • .•.. . --:,-.· ~ PACIFIC . .. , 0,. CosrAi ~ AVE~ < 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE C. HA V[ ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ,i o ,_,z OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ENGINEER THAT WARRANTS IMM[D/A TE TREATMENT. OCEAN 0 < 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING B HYDROS[[D/NG AREAS SNALL BE IRRIGATED IN ACCORDANCE WITH TH[ L.,-..._ ~ DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT {40%). SILT FOLLOWING CRITERIA: L\,_ AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE.· CITY OF ENCINITAS ..,---- 8. ALL GRAVEL BAGS SNALL CONTAIN J/4 INCH MINIMUM AGGREGATE. a. THREE TO EIGHT FEET IN H[/GNT SHALL BE IRRIGATED BY NANO WATERING FROM QUICK COUPLERS/HOS[ BIBS OR A 9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PRO T[CT/ON BMPs PROPERLY CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER VICINITY MAP INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL 8[ WATERED BY A 10. ADEQUATE PERIMETER PROTECTION BMPs MUST B[ INSTALLED AND MAINTAINED AND CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF PROVIDING 100% COVERAGE. DURING RAIN [VENTS. BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE 11. AD[QUA TE S[D/M[N T CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGATED AS APPROVED BY TH[ CITY [NG/NEER, PRIOR TO HYDROS[[D/NG. TH[ DEVELOPER SHALL Erosion Control Sediment Control BMPs Tracking Non-Storm Waler Waste Management and Materials 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO TH[ CITY BMPs ConlrolBMPs Management BMPs Pollution Control BMPs MAINTAINED. ENGINEER. TH[ PROPOSAL SHALL 8[ SPECIFIC REGARDING TH[ NUMBERS, TYPE, AND COSTS OF TH£ ELEMENTS OF TH[ PROPOSED SYSTEM. C: -C: C: .!;> ~ 13. A MINIMUM OF 125% OF TH[ MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO .!;> .!;> -C: ii; " --0, 0 " " " PROTECT TH[ EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, J IRRIGATION SHALL MAINTAIN TH[ MOISTURE LEVEL OF TH[ SOIL AT TH[ .§ .!'] § " " C: .s ,s" E C: E C: .s .s .!;> ,9-Q 0 MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM [ROS/ON USING PHYSICAL OPTIMUM LEVEL FOR TH[ GRADING OF TH[ NYDROS[[O[D GROWTH. Q E -" t: " " SHEET INDEX· -:,s " "' 0, -~ " -~ ~ " c 0, -" ~a C: " ~ "' "' "' 0 ~ 0 C: "' STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs AR[ NOT CONSIDERED o~ 0, g. " .s " .~ .!;> -0 0 t: C: <n C: '-'-C: ,g_ "' Best Management Practice' " ~ .s a:, & ~ TO 8[ "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. C: 0, 0, "' " "' ;.'cc 8~ 8 " " 0 --o-SHEET 1: TITLE SHEET C HYDROS[[D/NG MIX SHALL CONSIST OF ALL OF THE FOLLOWING: ~ fl .s E 0 ·"' "' " "' ,g " " "' :,s ~ " C: "' ii; °" ii; (BMP) Description --:) -2~ "' "V) "' 0, " 0, a:, 6~ § "' § a :::, -" 1 SEED MIX SHALL CONSIST OF NO LESS THAN: -" 3 ~ Q) e " -0 "' 0 ~ .s; -g~ " >, C: C: ~~ " E "'E SHEET 2: EROSION CONTROL PLANS TH[ OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "W[A TH[R TRIGGERED" ACTION ~ 0, " "" " ii; a 0 a:, 0, '-' ~ 0.2 0, " " 14. " -:,s a"' a C: "' 0 0 " -~ "" '--0 " -" a. 20 lbs. PER ACRE OF ROSE CLOVER ij3 .s "' " c': °' _E 0 E] ,N <n ~s o,~ ~ -~·~ ·-0, ~ Qe 0, " 0, 1' 0, PLAN AND 8[ ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF 2 " 0 ~ ti 1! "' " ,g ~ (l'J '-·-0 ~ e t; 0 ·o :S.~ "' il ·-" "' -·§ a3 " 0 " 0 b. 20 lbs PER ACRE OF ZORRO FESCUE "' -~ g. ~ a -0 1' -0 0 -g 0 " tt] THE SIT[ WITHIN 48 HOURS OF A PREDICTED STORM £VENT (A PREDICTED STORM EVENT Q.) .~ i 0 0 ~~ -"' 0 ~ " Q ~ "'"' -a -Q -.:::5 N c: C: C: ~ ~ 0 0, .2 Q ~d:: ti'. g Q 0 -0 0 0 Q 0 Jibs PER ACRE OF [ SCHOOL CIA CALIFORNICA rt~ "' {./j c½ 6 G eng -'-ti£ ~G -al :,s IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL WEA TH[R SERVICE c. "' i7i V)Q VJ°' Q "' VJ :,s VJ :c :,s '-' :,s d. 4 lbs PER ACRE OF ACH/ll[A M/ll[FOLIA FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW) CASQA Designation --:) " "" " co "' -"' "" "' <o " co a "' -"' " OJ -"' "' '!-"' <o co e. ----APN: OF THIS CAP AB/LI TY. I 6 6 6 I I I I I I ~ ~ ~ I I I Ji Ji Ji Ji I I I I I I I 215-491-36-00 f. 1/2 lb. PER ACRE IF DIMORPHOLECA '-' td td ~ ~ ~ ~ ~ I"': I"': i i i i i i i Conslrucfion Activity l,,J l,,J l,,J l,,J <C <C <C <C 15. DEPLOYMENT OF PHYSICAL OR VEG[TA TION EROSION CONTROL BMPs MUST COMMENCE g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY B[ OMITTED ON AS SOON AS SLOPES AR[ COMPLETED. TH[ OWNER/D[V[LOPER/CONTRACTOR MAY NOT RELY VISIBLE FROM EITHER A PUBLIC STREET OR RESID[NllAL Grading/Sail Disturbance ,/ ,/ v' ,/ ,/ ,/ ,/ ,/ ✓ ✓ ✓ ✓ s/. ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT [ROS/ON OF SLOPES THAT STRUCTURES. Trenchinn l[xcavation ,/ ,/ J J v HA VE BEEN COMPLETED. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A Stockoilina v' v' V ,/ ,/ v' NITROGEN FIXING BACTERIA AND APPLIED DRY [ITH[R BY Drillinn !Barino 16. TH[ AREA THAT CAN 8[ CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS DRILLING OR BROADCASING BEFORE H YDROS[[D/NG. / SITE ADDRESS: LIMITED TO TN[ AMOUNT OF ACREAGE THAT TH[ CONTRACTOR CAN ADEQUATELY PROTECT i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE Cancrete/Asohalt Sawcuttina ,/ ,, PRIOR TO A PREDICTED RAIN [VENT. FOR LARGER SITES, GRADING SHOULD 8[ PHASED. IN UNOPENED CONTAINERS WITH TH[ CALIFORNIA DEPARTMENT Concrete Flo/work ' ,/ ' v' ,I ,/ ' ,/ THIS PROJECT IS LOCATED WI THIN ASSESSORS PARCEL NUMBER(S) IT MAY B[ NECESSARY TO DEPLOY [ROS/ON AND SEDIMENT CONTROL BMPs IN AREAS THAT OF FOOD AND AGR/CUL TUR[ CERT/FICA TION TAG ATTACHED TO, Pavinq ' . , . ,/. v' ,, ,/ 215-491-36-00 ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING OR PRINTED ON SAID CONTAINERS. Conduit/Pipe Installation v' ', ,/. ,/ V v' IS ALLOWED TO PROCEED, AT TH[ DISCRETION OF TH[ CITY INSPECTOR. j NON-PHYTO-TOX/C WETTING AGENTS MAY 8[ ADDED TO THE Stucco/Mortar Work HYDROS[[D SLURRY AT TH[ DISCRETION OF TH[ CONTRACTOR. Waste Disposal ,/ 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED Staaina/Lay Down Area MUST 8[ FULLY PROTECTED FROM [ROS/ON IF L[FT FOR 14 OR MOR[ DAYS. TH[ ABILITY ' TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS J'1QI SUFFICIENT. BMPs NE[O TO 8[ 2 TYPE 1 MULCN APPLIED AT TH[ RA TE OF NO LESS HAN 2000 lbs PER Eauioment Maintenance and Fuelina INSTALLED IN THESE AREAS. ACRE. TYPE 6 MULCH {STRAW) MAY 8[ SUBSTITUTED, WHEN STRAW IS USED, Hazardous Substance Use/Staraqe 18. BMPs MUST B[ STOCKPILED AT VARIOUS LOCATION THROUGHOUT TH[ PROJECT SITE IT MUST 8[ ANCHORED TO TH£ SLOPE BY M[CHANICALL Y PUNCHING NO LESS Dewaterinq AREA OF DISTURBANCE THAN 50% IF TH[ STRAW INTO THE SOIL. Site Access Across Dirt THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR CREA TER OF A RAIN WITHIN A THREE {J) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs AR[ J FERTILIZER CONS/SllNG OF AMMONIUM PHOSPHATE SULFATE, 16-20-0 Other (list): ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN Instructions: AREA OF 0/STURBANC[ 28,310 S.F. THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH WI TH 15% SULPHUR APPLIED AT TH[ RAT[ OF 500 lbs. PER ACRE. 1. Check the box to the left af all applicable construction activity (first column) expected ta occur during construction. THIS R[QUIR[M[NT COULD R[SULT IN TH[ ISSUANCE OF A STOP WORK NOTICE OR OTHER AREAS TO BE HYDROS[ED[D SHALL BE PREPARED PRIOR TO HYDROSEED/NG: 2. Located alo'}J, 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 ENFORCEMENT ACTION. D or mare BM s you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. (THIS AREA INCLUDES BUT IS NOT LIMITED TO 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A 19. ALL TREATMENT AND [ROS/ON CONTROL BMPs MUST 8[ INSPECTED WEEKLY AND COMB/NATION OF: J. Refer ta the CASQA construction handbook for information and details al the chosen BMPs and haw to apply them to the project. OFF -SIT[ WORK INCLUDING PUBLIC IMPROVEMENTS PRIOR TO A FOR[CASTED RAIN EVENT OF GR[A TER THAN 50%, AND AFTER A RAIN EVENT. a. TRACK WALKING SLOPES STEEPER THAN 6: 1. AND TEMPORARY DISTURBANCE SUCH AS VEHICLE IN ADDITION, TREA TM[NT CONTROL BMPs MUST 8[ SERVICED AS NEEDED THROUGHOUT b. HARROWING AREAS 6: 1 OR FLA TT[R THAT ARE SUFFICIENTLY AND EQUIPMENT STAGING AREAS, CONSTRUCTION THE YEAR. FRIABLE. WORKER FOOT TRAFFIC, SOIL/GRA V[L PILES, UTILITY 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF TH[ FOLLOWING LEGEND TRENCHES, BACKFILL CUTS AND SLOP[ KEYWA YS) 20. IF SELECTED BMP FAILS DURING A RAIN [VENT, IT MUST 8[ REPAIRED OR IMPROVED CONDITIONS EXIST.· □ ]J ~ 2 GJ 2 OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO. TH[ a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP (DELETE ITEMS NOT USED ON THE SITE MAP) FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE FOR TH[ CIRCUMSTANCES IN WHICH BIT NOT SATURATED SE[D BED. C ~ IT WAS USED. REPAIRS AND R[PLAC[M[NT MUST THEREFOR[ PUT A MORE ROBUST BMP b. TH[ ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING CONSTRUCTION THREAT: MEASURE IN PLACE. COVERING SALIN[ SOILS TO PROVIDED VIABLE CONDITIONS FOR DESCRIPTION SYMBOL GROWTH. CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX): 21. ALL CONSTRUCTION EMPLOYEES MUST 8[ TRAINED ON THE IMPORTANCE OF STORM ~ OWNER'S CERTIFICATION· WATER POLLUTION PREVENTION AND BMP MAINTENANCE. [ HYDROS[[D/NG AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH EC-10, VELOCITY DISSIPATION □ HIGH □MEDIUM DJ m ]J UNTIL THE PROJECT IS P[RMAN[NTL Y LANDSCAPED OR, FOR AREAS WHERE I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT HYDROS[[DING IS TH[ PERMANENT LANDSCAPING, UNTIL THE PROJECT IS SE -1, SIL T FENCE BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES WEATHER TRIGGERED ACTION PLAN COMPL[T[D AND ALL BONDS RELEASED. TO TH[ MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOB/LIZA TION OF S[ -5, FIBER ROLL -FR FR -POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND 8[ STABILIZED, PLANTED WATER TO CONSTRUCT/ON RELATED POLLUTANTS,· AND (2) ADHERE TO, AND OWNER/APPLICANT· TH[ DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO AND/OR HYDROS[[O[D WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT S[-6, GRAVEL BAG CC•=>=• AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCT/ON SWPPP NAME: JOHN DEMPSEY COMPL[T[L Y PROTECT THE EXPOSED PORTIONS OF TH[ SITE WITHIN 48 HOURS OF A TO GRAD[ AS SHOWN ON THE APPROVED GRADING PLANS. THROUGHOUT THE DURATION OF TH[ CONSTRUCT/ON ACTIVITIES UNTIL THE PREDICTED STORM [VENT { A PREDICTED STORM EVENT IS DEFINED AS A FOR[CAST[D, 40% 1!1111111111111111111~ CONSTRUCT/ON WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. ADDRESS.· 7105 COR/NTIA ST. CARLSBAD, CA 92008 CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPL[M[N TED J. SHOULD G[RMINA TION OF HYDROS[[D[D SLOPES FAIL TO PROVIDE EFFICIENT TR-1, STABILIZED CONSTRUCTION ENTRANCE TELEPHONE NO.: (760) 918-6900 YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER 1, TH[ SLOPES SHALL ~.OG't/1.1 M !L.C: H-. ., , . NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. 8[ STABILIZED BY AN APPROPRIATE [ROS/ON CONTROL MA TT/NG MATERIAL APPROVED BY ••~ • I ' ~,:i ',' ( 1 THE PUBLIC WORKS INSPECTOR. NS-B, VEHICLE AND EQUIPMENT CLEANING NS-B OWN[R{S)/ OWNER'S AGENT NAME {PRINT} DATE TH[ NATIONAL WEA TH[R SERVICE FORECAST SHALL B[ MONITORED AND US[D BY ~ <;,\,.a;--" """'k~ EMERGENCY CONTACT: TH[ D[VELOP[R ON A DAILY BASIS. IF PR[C/PITA TION IS PREDICTED (40% CHANCE OF 4. LANDSCAPING SHALL 8[ ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY NS-9, VEHICLE AND EQUIPMENT FUELING NS-9 '1 b::1.uf 1 'I RAIN), THEN TH[ NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL 8[ DEPLOYED TH[ CITY OF CARLSBAD LANDSCAPE MANUAL, TH[ LANDSCAPING PLANS FOR THIS PROJECT OWNER(S)/ OWNER'S AGENT NAM[ (SIGNATURE) ATE WITHIN 48 HOURS AND PRIOR TO TH[ ONSET OF THE PR[C/PITA TION. OR AS DIRECTED BY TH[ CITY ENGINEER OF PLANNING DIRECTOR. NS-10, VEHICLE AND EQUIPMENT MAINTENANCE NS-10 NAM[: JOHN D[MPS[Y ADDRESS: 7105 CORINTIA ST. CARLSBAD, CA 92008 TH[ DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND WM-1, MATERIAL DELIVERY AND STORAGE WM-1 TEL[PHON[ NO.: (760) 918-6900 SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST 5. TH[ OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL MANAG[M[NT PRACTICES MEASURES TO PROTECT TH[ EXPOSED AREAS FORM EROSION AND COORDINATE THE WORK OF THIS CONSTRUCT/ON SWPPP SHOWN ON ANY GRADING WM-2, MATERIAL USE WM-2 I SH~ET I CITY OF CARLSBAD I SH~ETS I PREVENT SEDIMENT DISCHARGES MUST 8[ STORED ON-SITE. AREAS THAT HA VE ALREADY PLANS, LANDSCAPE AND IRRIGATION PLANS, AND IMPROVEMENT PLANS AS BEEN PROTECTED FROM [ROS/ON USING PHYSICAL STAB/LIZA TION OR ESTABLISHED REQUIRED FOR THIS PROJECT WORK. WM-5 ENGINEERING DEPARTMENT V[G[TA TION STAB/LIZA TION BMPS AS D[T[RM/N[D BY THE CITY OF CARLSBAD AR[ NOT WM-5, SOLID WASTE MANAGEMENT CONSIDERED TO 8[ "EXPOSED" FOR TH[ PURPOSES OF "WEA TH[R TRIGGERED ACTION PLAN~ TIER 2 AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL B[ A VAILABL[ FOR WM-9, SANITARY/SEPTIC WAST[ MANAGEMENT WM-9 DEPLOYMENT OF "WEA TH[R TRIGGERED BMPS". DEMPSEY RESIDENCE CONCRETE BROW DITCH ¢::I ¢::I ¢::I GR 2017-0016 ,, DEV 2016-0070 C E~ Construction Testing & Engineering1 Inc. APPROVED: (;, )4 ~j JASON S. GJ.Lg½'.1T ~. 8 ('; ()Ii_ Ji JNC lnapectlon I Testing I Geotedmlcal I Environmental & Construction Engineering CITY ENGIN~ER / RCE 63912 EXPIRES 9 /30 /18 .: ' DA TE I Clvll Engineering I Surve)'lng /1\ DWN BY:-,JG PROJECT NO. DRAWING NO. . ~ 1441 Montiel Road, Suite 115, Escondido, CA 92026 Phone: (760) 746 -4955 Fax: (760) 746 -9806 DATE INITIAL .. DATE INlllAL DATE INlllAL CHKD BY: SC REVISION DESCRIPTION RVWD BY: '))tti,.. DEV 2016-0070 502-4A ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL C □ :E]J ~ G)~ U,2 oGJ :n ti.J 2 1 C .i::i,.~ ►g;j ]J •' CTE NO. 13392C / <: I f' • :, , .Cl·~ C/191,11.•g J Surv,)1n9 F"x; J,7§9) 746 ,.. 989.f) , CANDIL PL. -=------------ w GRAPHIC SCALE 20 0 10 20 40 80 ~l'"'i-~--~..i,_;;_'~'~---:~~~~~:. 1 inch = 20 ft. fsHml CITY OF CARLSBAD I SHE6ETS I ~====:===~============================t====t===1====:t==~ L___£_j ENGINEERING DEPARTMENT SWPPP TIER 2 PLAN FOR DEMPSEY RESIDENCE GR 2017-0016 DEV 2016-0070 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I Cl :a ~ • 2 GJ 2 C 's: [!J m :a Cl :a ~ • 2 GJ 2 C s: [!J m :a