HomeMy WebLinkAboutDWG 530-4A; MS 2018-0012; THREE ON CHERRY; 01-071/31/20233/31/202302/07/232/21/232/21/2329. IHE OWNER/APPLICANT SHALL INSURE IHA T ALL CONTRACTORS SHALL COORDINATE WORK TO BE DONE GRADING NOTES THE WORK OF IHESE GRADING PLANS WIIH IHA T SHOWN ON BOTH IHE LANDSCAPE EROSION CONTROL NOTES IHE GRADING WORK SHALL CONSIST OF IHE CONSTRUCT/ON OF ALL CUTS AND FILLS, AND /RR/GA TION PLANS AND IHE IMPROVEMENT PLANS AS REQUIRED FOR IHIS (IN ADDITION TO THE REQUIREMENTS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. VICINITY MAP REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND OF CHAPTER 15.16 OF THE 1. IN CASE EMERGENCY WORK JS REQUIRED, CONTACT DAVID MEZZA CAPPA AT PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, CARLSBAD MUNICIPAL CODE.) 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE (2ml 5.Z2 Q2J.Z (PHONE NUMBER) AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET 1. IHIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY IHE CITY GRADING OPERATION, IT SHALL BE REMOVED WIIHIN TWENTY FEET OF BUILDING 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL CITY OF OCEANSIDE OF PLANS AND IHE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS OF CARLSBAD REGARDING GRADING SHOWN ON IHIS SET OF PLANS. OR STREET AREAS AND REPLACED WIIH PROPERLY COMPACTED SOILS. IN OIHER TIMES DURING IHE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON HIGHWAY, ,a AND ORDINANCES CITED ON IHESE PLANS. 2. APPROVAL OF IHIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF IHE AREAS THE PIPE WILL BE PLUGGED WIIH CONCRETE OR REMOVED AS APPROVED BY SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY \ I IHE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH IHE FOLLOWING CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY THE CITY ENGINEER. DEVICES WHEN RAIN IS EMINENT. \.._~ ~~1 DOCUMENTS, CURRENT AT IHE TIME OF CONSTRUCTION, AS DIRECTED BY IHE CITY ~ i jd STANDARDS OR OIHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY 31. IHE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN 3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCT/ON ~ •~ J ~ I ENGINEER. PERTAIN TO IHIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE ORDER ISSUED BY IHE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE ') V REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. RECORDS. ATTENTION IS CALLED TO IHE POSSIBLE EXISTENCE OF OIHER QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN IHE WATER \\ .,.-;i ~ I 1. CARLSBAD MUNICIPAL CODE UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. GARFIELD~ I ~ ~ NOT TO 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE IHE DEVELOPER OR ENGINEER-OF-.s-, ,c I'-SCALE 2. CITY OF CARLSBAD ENGINEERING STANDARDS WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS FROM THAT SHOWN ON IHE PLANS. IHE CONTRACTOR IS REQUIRE TO TAKE DUE THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT IHE PROJECT SITE AND SITE Q L_c;:, 7 '-e. '.,I DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY PRECAUTIONARY MEASURES TO PROTECT IHE UTLITIES SHOWN ON IHE PLANS AND MADE AVAILABLE TO IHE CITY INSPECTOR. ADDITIONAL CONSTRUCT/ON BMP'S BEYOND IHE " . c-",t,,1,vo -7 3. IHIS SET OF PLANS SUBMITTED TO IHE CITY ENGINEER FOR APPROVAL. ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. IHE QSP SHALL REPORT BMP DEFICIENCIES TO IHE CITY INSPECTOR. IHE CHERRY AVf. ~~ '\ j~ Lc"y " """ 4. RESOLUTION NO. 7369 DA TED JUNE 3, 2020 4. A RIGHT-OF-WAY PERMIT FROM IHE CITY ENGINEER WILL BE REQUIRED FOR ANY 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES QSP SHALL OBTAIN APPROVAL FROM IHE QUALIFIED SWPPP DEVELOPER AND THE CITY WORK IN IHE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A ( ABOVE GROUND AND UNDER GROUND ) WIIHIN IHE PROJECT SITE SUFFICIENTLY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. cANNv" "j;~ <; -~ 5. IHE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS iii' '\ <' ROAn BOOK). FILED NAMING IHE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON IHE FOUND IHAT THE ACTUAL LOCATIONS ARE IN CONFLICT WIIH IHE PROPOSED 4. IHE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER DALOMAR •. C • 'r~ I PERMITTEE'S POLICY IN IHE MINIMUM AMOUNT OF $1, 000, 000. 00 FOR EACH WORK. TO IHE SATISFACTION OF IHE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. .\ ,',!),,, I ~ 6. SOILS REPORT AND RECOMMENDATIONS BY TORO INTERNATIONAL OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST 33. IHE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE 0--~ i"" ,1 ,,_o NO. 03-125.7 DA TED OCTOBER 26, 2018 REVISED SEPTEMBER 17, 2021 REQUIRED BY IHE Cl TY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR IHEIR ~ -.: ~• I CITY OF 7. IHE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. FACILITIES AND SHALL COORDINATE IHE WORK WITH A COMPANY REPRESENTATIVE. UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. THE CITY OF CARLSBAD STANDARDS. UNDERGROUND SERVICE ALERT (DIG ALERT) 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO >t GA 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM 811 PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS IHE CITY AND OIHER APPROPRIATE AGENCIES. SDG&E (8005411-7343 HAZARDOUS CONDITION. 1 \..; . ,!<} DATED NIA 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED AT&T (619 237-2787 7. ALL EROSION CONTROL MEASURES PROVIDED PER IHE APPROVED SWPPP AND/OR \'°' -.. L7 NIA SPECTRUM CABLE (8001227-2600 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF IHE EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. ~ - I ~ I IMPROVEMENT AGREEMENT. COX COMMUN/CATIONS (619 262-1122 PACIFIC ,{\ ""'" ' ·~-------" rl 10. STORM WATER POLLUTION PREVENTION PLAN (TIER 2) ATTACHED, SHEETS 5, 6 & 7 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 8. GRADED AREAS AROUND IHE PROJECT PERIMETER MUST DRAIN AWAY FROM IHE FACE OF 7. APPROVAL OF IHESE PLANS BY IHE CITY ENGINEER DOES NOT AUIHORIZE ANY 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 SLOPE AT IHE CONCLUSION OF EACH WORKING DAY. OCEAN "' Ii 0 WORK OR GRADING TO BE PERFORMED UNTIL IHE PROPERTY OWNER'S PERMISSION 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH ii I <l' rl 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED 'SAN DIEGUITO WATER DISTRICT (760)633-2650 ~ BY NIA DATED HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. "LEUCADIA WASTEWATER DISTRICT (760)753-0155 WORKING DAY WHEN IHE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY ~ I ~ ...... 8. NO REVISIONS WILL BE MADE TO IHESE PLANS WIIHOUT IHE WRITTEN APPROVAL "VALLECITOS WATER DISTRICT (760)744-0460 PERCENT (50%). SILT AND OIHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 12. CALIFORNIA STORM WATER QUALITY ASSOC/AT/ON BMP CONSTRUCT/ON HANDBOOK AND ' OF IHE CITY ENGINEER, NOTED WITHIN IHE REVISION BLOCK, ON IHE 'OLIVENHAIN WATER DISTRICT (760) 753-6466 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WIIH 3/4 INCH MINIMUM AGGREGRA TE. _rt.._J CAL TRANS CONSTRUCT/ON SITE BMP MANUAL. APPROPRIATE SHEET OF IHE PLANS AND IHE TITLE SHEET. "BUENA SAN/TA TION DISTRICT (760)726-1340 x13JO 11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE CITY OF ENCINITAS 9. ORIGINAL DRAWINGS SHALL BECOME IHE PROPERTY OF THE CITY UPON BEING *AS APPROPRIATE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE LEGEND SIGNED BY IHE CITY ENGINEER. 34. PERMIT COMPLIANCE REQUIREMENTS: STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WIIH SECTION 35. 023 OF THE 10. IHE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS A. FOR CONTROLLED GRADING -IHE APPLICANT HIRES A CIVIL ENGINEER, EROSION AND SEDIMENT CONTROL HANDBOOK OF IHE DEPARTMENT OF CONSERVATION, DESCRIPTION DWG.NO. SYMBOL QUANTITY SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, STA TE OF CALIFORNIA. INDEX OF SHEETS BY IHE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY IHE OBSERVE AND CONTROL IHE WORK IN PROGRESS {15.16.120 A.BJ PROPERTY/RIGHT OF WAY LINE --• CITY. CARLSBAD MUNICIPAL CODE. TEMPORARY EROSION CONTROL TITLE ............................................................. SHEET 1 11. ACCESS FOR FIRE AND OIHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO PLANTING AND IRRIGATION SEWER & WATER NOTES ............................... SHEET 2 EXISTING CONTOUR ----}()()-----THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. B. PRIOR TO COMPLETION OF GRADING WORK -IHE FOLLOWING GRADING PLAN ............................................. SHEET 3 REPORTS MUST BE SUBMITTED TO IHE CITY ENGINEER VIA THE GRADING SECTIONS & DETAILS ................... SHEET 4 EXISTING GAS LINE I~ ,· 12. WHERE TRENCHES ARE WIIHIN CITY EASEMENTS, A SOILS REPORT COMPRISED PROJECT INSPECTOR PER SECTION 15.16.120 OF IHE CARLSBAD ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE STORM WATER POLLUTION ........................... SHEET 5 OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION MUNICIPAL CODE: INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF IHE STANDARD PREVENTION PLAN (TIER 2) EXISTING SEWER LINE ,. ,. CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF SPECIF/CATIONS AND IHE FOLLOWING: EROSION CONTROL PLAN ............................... SHEET 6 CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL A. HYDROSEEDING SHALL BE APPLIED TO: EROSION CONTROL PLAN DETA/LS ................. SHEET 7 EXISTING WATER LINE ii'✓ ii'✓ MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO IHE CITY ENGINEERING GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN INSPECTOR WIIHIN TWO WORKING DAYS OF IHE COMPLETION OF FIELD TESTS. AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WIIH CITY IHEY ARE: EXISTING RETAINING WALL /:.,:<z::<C-' ::« ,·:.<:.,,:::'c_:j 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA T/ON REGARDING CODE AND IHE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A ADHERENCE TO RECOMMENDATIONS OUTLINED IN IHE SOILS REPORT IS REQUIRED LETTER FROM CITY ENGINEERING DEPARTMENT). PUBLIC WALL OR STREET. EXISTING ELEVATION ·; .5 Oi :_--:, PRIOR TO IHE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING (2) AS-BUILT GRADING PLAN. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. LEGAL DESCRIPTION SHALL BE DONE UNDER IHE DIRECTION OF A PROFESSIONAL ENGINEER OF THE (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS PROPOSED PERVIOUS CONCRETE I I 2,593 SF STATE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN IHE FIELD OF APPLIED RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO EXIST: LOT "G" IN BLOCK 1 OF PALISADES HEIGHTS, IN IHE CITY OF CARLSBAD, PROPOSED RETAINING WALL SDRSD C-2 ---185 SF SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN IHE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, ACCORDING TO MAP ACCORDANCE WIIH IHE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND IHE FIELD AND LABORATORY TESTS. IHE REPORT SHALL ALSO LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. IHEREOF NO. 1777, FILED IN THE OFFICE OF IHE COUNTY 12' DRIVEWAY SDRSD G-14B /1 ~ 162 SF • • RECORDER OF SAN DIEGO COUNTY, JANUARY 11, 1924 . EARIHWORK SPECIF/CATIONS ATTACHED TO IHE PRELIMINARY SOILS INCLUDE A STATEMENT BY IHE SOILS ENGINEER IHAT IHE b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY CARLSBAD GS-12 I INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO IHE GRADING WAS DONE IN ACCORDANCE WIIH IHE REQUIREMENTS AND VISIBLE TO IHE PUBLIC. INSTALL 2" WATER ® PROJECT INSPECTOR. RECOMMENDATIONS OUTI..INED IN IHE PRELIMINARY SOILS REPORT C. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER SERVICE W/ 2" METER CMWD W-4 1 EA 14. A PRECQNS[8.UCD.ON MEET/t,/_G SHALL 8.E HELD. 1lT THE S/TE PRIQB. TQ THE AND ANY SUPPLEMENTS THERETO. IHA T WARRANTS IMMEDIATE TREATMENT. 0 BFr.lt,i_NING. QE WllRK AND. <;HAI l BE AITFNQF/J BY All RFPRESEtJ. IA Il VFS. (4) REPORT WIIH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY IHE B. HYDROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WIIH IHE FOLLOWING PROJECT ADDRESS 6" SEWER LATERAL CARLSBAD S-7 1 EA RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OIHER CITY. CRITERIA: 160 CHERRY A VENUE GS-25/26 !JSPECTS OF IHE WQRK IHE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION 35. UNLESS A GRADING PERMIT FOR IHIS PROJECT IS ISSUED WITHIN ONE (1) 1. ALL SLOPES IHA T ARE GRADED 6: 1 OR STEEPER AND THAT ARE: CARLSBAD, CA 92108 TRENCH REPAIR ~~~~~~~~ 192 SF MEETING BY CALLING IHE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) YEAR AFTER IHE CITY ENGINEER'S APPROVAL, IHESE PLANS MAY BE REQUIRED a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND PROPOSED CATCH BASIN 1212/2424 □ 1 fA WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. IHE CONTRACTOR WILL THEN BE TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR IHE ANY SUCH RECHECK. SYSTEM OF LOW PRECIP/TA TION SPRINKLER HEADS PROVIDING 100% PROPOSED CURB OUTLET SDRSD 0-25 101 I 1 EA PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO 36. IN ACCORDANCE WIIH IHE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS COVERAGE. SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY IHE PROJECT INSPECTOR b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A PROPOSED SEWER CLEANOUT SDRSD SC-01 @ 4 EA AT IHE MEETING. CONSTRUCTED BY IHIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT APN WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO IHE CONVENTIONAL SYSTEM OF LOW PREC/P/TA TION SPRINKLER HEADS 15. ALL INSPECT/Qt,/_ B.EJ:iUESIS QTHEB. IHAN FOR PB.ECQtJ.SIBUCTIQtJ. MEED.NG WILL 8.£ PROPOSED LANDSCAPE AREA ' 653 SF SATISFACTION OF IHE CITY ENGINEER. PROVIDING 100% COVERAGE. MAD.E BY ~I I ING. Iii[ EtJ.G.lNFFRING. 2,1 HQI/B. INSf:.£1:.IlQtJ. B.HlllES.I I INE AI 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY IHE CITY 204-231-07-00 (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. "DECLARATION OF RESPONSIBLE CHARGE" ENGINEER, PRIOR TO HYDROSEEDING. IHE DEVELOPER SHALL SUBMIT A PROPOSED PROPOSED 4"/6" DRAIN PIPE ----------339 LF ----------ON IHE DAY BEFORE IHE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE I HEREBY DECLARE IHA T I AM THE ENGINEER OF WORK FOR IHIS PROJECT, THAT I SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE @ IHE NEXT WORK DAY UNLESS YOU REQUEST OIHERWISE. REQUESTS MADE AFTER SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF IHE ELEMENTS OF IHE PROPOSED AREA DRAIN 7 EA HAVE EXERCISED RESPONSIBLE CHARGE OVER IHE DESIGN OF THE PROJECT AS DEFINED 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. IN SECTION 6703 OF IHE BUSINESS AND PROFESSIONS CODE, AND IHA T IHE DESIGN IS IHE PROPOSED SYSTEM. PROPOSED ONSITE CURB 93 LF 16. THE OWNER AND/OR APPLICANT IHROUGH IHE DEVELOPER AND/OR CONTRACTOR CONSISTENT WIIH CURRENT STANDARDS. 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF IHE SOIL AT THE OPTIMUM DEVELOPER SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING I UNDERSTAND IHA T IHE CHECK OF PROJECT ORA WINGS AND SPECIF/CATIONS BY THE LEVEL FOR IHE GROWTH OF IHE HYDROSEEDED GROWIH. PROPOSED DOWNSPOUT ~ 4 EA SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: CHERRY KMA, LLC STATE AND FEDERAL SAFETY AND HEALIH STANDARDS, LAWS AND REGULATIONS. RESPONSIBILITIES FOR PROJECT DESIGN. 1. SEED MIX SHALL CONSIST OF NO LESS IHAN: 6026 WENRICH PLACE PROPOSED ONSITE WATER s s 150 LF 17. IHE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING a. 20 lbs. PER ACRE OF ROSE CLOVER SAN DIEGO, CA 92120 A DETAIL PLAN TO IHE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING FIRM: CHRISTENSEN ENGINEERING & SURVEYING b. 20 lbs. PER ACRE OF ZORRO FESCUE PHONE NO.: (619) 572-0237 PROPOSED ONSITE SEWER w w 133 LF THE DESIGN OF SHORING, BRACING SLOPING OR OIHER PROVISIONS TO BE MADE ADDRESS: 7888 SIL VER TON A VENUE STE "J" C. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA 3" GRIND & OVERLY r>>>< / >J OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE ~re::;;~,~ d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA 815 SF EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION CITY, STATE: SAN D.lEG.Q CA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) IHEREIN. IHIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR TELEPHONE: 858 271 99Q1 _,#~TE: l.tj ?~ '5',..\ ~ f. 1/2 lb. PER ACRE OF 0/MORPHOLECA ALLAN BLOCK WALL [:S:~~ E~~ I< I I >] [~~ I 65 SF J..:. 'o @'· REFERENCE DRAWINGS MORE IN DEPIH AND APPROVED BY IHE CITY ENGINEER AND/OR CONCERNED BY: ~ (.... i\ z g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON . ' c, ,,~ No. 54021 g ,I m PROPOSED CONG. WALKWAY • ' 571 SF LOCATIONS WHERE THE AREA BEING HYDROSEEDED JS NOT VISIBLE ·' AGENCY PRIOR TO EXCAVA T/ON. IE IHE PLAN \!AB.lfS FROM THE SHQRING S'i'.STEM ANTONY K. CHRISTENSEN '/i. \ Exp. 12·31 ·23/ "> DRAWING 118-9-SHT 3 ' STANDARDS ESTABLISHED BY IHE CONSTRUCTION SAFETY ORDERS. TITLE 8 FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. DRAWING 88-105 R.C.E. NO.: 54021 •. "' ,!. • o',... ···-. C!V\ \.. _,./4 ''°' h. ITEM a OF IHIS SUBSECTION MUST BE INOCULATED WIIH A CALIFORNIA ADMINISTRATIVE CODE, IHE PLAN SHALL BE PREPARED BY A -,----~ REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF IHE OSHA REGISTRATION EXPIRATION DATE: 12-31-2023 l'f: OF CA.I..\~~ NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING STRUCTURAL (POST-CONSTRUCTION) BMP TABLE EXCAVATION PERMIT MUST BE SUBMITTED TO IHE INSPECTOR PRIOR TO SOILS ENGINEER'S CERTIFICATE OR BROADCASTING BEFORE HYDROSEEDING. . EXCAVATION. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN EARTHWORK gUANTITIES STORM WATER REQUIREMENTS IHA T APPLY: EXEMPT FROM HYDROMODIFICA TION? 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN I, tiANIQ~Q WAI !1,/SJ/Y.Q ~ REGISTERED UNOPENED CONTAINERS WIIH IHE CALIFORNIA DEPARTMENT OF OBTAINED FROM IHE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING GEO TECHNICAL ENGINEER OF THE STA TE OF CALIFORNIA, PRING/PALLY DOING FOOD AND AGR/CUL TUR£ CERT/FICA TION TAG ATTACHED TO, OR CUT: 191 CY ~ STANDARD STORMWA TER REQUIREMENTS ~ YES (SEE SWMP FOR DOCUMENTATION) PERMIT WELL IN ADVANCE OF IHE SCHEDULING OF BLASTING OPERATIONS. BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT PRINTED ON SAID CONTAINERS. PRIORITY PROJECT REQUIREMENTS NO A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO IHE FILL: 14.5 CY 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WIIHIN ANY WORK AREA SITE WAS MADE BY Mf OR UNDER MY DIRECTION ON OCTOBER 26, 2018 HYDROSEED SLURRY AT IHE DISCRETION OF IHE CONTRACTOR. DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE IMPORT: 0 CY COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PfR ACRE. TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE PERM/TT££ WILL NOTIFY IHE CITY ENGINEER. OPERATIONS WILL NOT RESTART RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR EXPORT: 176.5 CY AGREEMENT FREQUENCY UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUIHORITY FROM IHE CITY ENGINEER TO DO SO. ENGINEER. HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE REMEDIAL: 393 CY 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING c:€,...-µ')--ANCHORED TO IHE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, ~'?-QFESS/Q\,,i SIGNED: IHE STRAW INTO THE SOIL. EARIHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OIHER ASSOC/A TED ,# ~(Q'-NALUj ~ ~ 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WIIH 15% GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND ~ ro'<' ~-. 't, G.E./P.E. NO.: GE 2164 SULPHUR APPLIED AT IHE RA TE OF 500 lbs. PER ACRE. 6: 00 P.M. EACH DAY, MONDAY IHRU FRIDAY AND NO EARIHMOVING OR GRADING o,,~ 0\-DATE: D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY ~ If No. 2164 1 ffi 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: HOLIDAYS JS AVAILABLE AT IHE ENGINEERING DEPARTMENT COUNTER.) '#,. \ Exp. 3-31-23 / !JJ LICENSE EXP/RATION DA TE: a . TRACK WALKING SLOPES STEEPER THAN 6: 1 .. ,~. b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY BENCH MARK TOTAL LOT AREA = 6 966 SE "AS BUILT" 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE u>_>: "'·,.__ _-/:/ '" CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF -f/'i!' o,; C;LI ,,f" OWNER'S CERTIFICATE FRIABLE. 2 112" BRASS. QfSK TOTAL DISTURBED AREA = 6 966 SE (D 16 ACRE) DESCRIPTION: CIIY QE CARL SBAQ Cl SB-1,30 WORK. IHE CONTACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE C. RIPPING AREAS IHAT WILL NOT BREAK UP USING ITEMS a OR b (IHIS AREA INCLUDES BUT IS NOT LIMITED TO I ( WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR ABOVE. LOCATION: IHE IOP C/JB.8. INLEI !J T END. OF C/JB.8. B.ETURN A I IHE OCCUR/NG ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF IHE NORTHEAST CORNER OF WASHINGTON STREET, 52 FEET OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING OPERATION. GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF 2. CONDITIONING THE SOILS SO THAT IT JS SUITABLE FOR PLANTING BY: WESTERLY OF RAILROAD TRACKS AND 40 FEET NORIH OF AND TEMPORARY DISTURBANCE SUCH AS VEHICLE DATE AND EQUIPMENT STAGING AREAS, CONSTRUCTION RCE EXP. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP OF THE CENTERLINE OF GRAND AVENUE. WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CQNIBACIOB. BUT NOT SATURATED SEED BED. REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER RECORDED: TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) REVIEWED BY: SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG IHE HAUL (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF b. IHE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING ELEVATION: 40.910' NGVD 29 ROUTES OR ADJACENT STREETS AS A RESULT OF IHE GRADING OPERATION. THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR DATUM: TOTAL REPLACED IMPERVIOUS AREA -2 Q29 SE 23. BRUSH SHALL BE REMOVED ONLY WITHIN IHE AREA TO BE GRADED. NO TREES ARE MUNICIPAL PERMIT, LA TEST VERSION. GROWTH TOTAL PROPOSED IMPERVIOUS AREA = 2 ZZI SE INSPECTOR DATE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. CHER~ K~A'.c LLC, A CALIFORNIA LIMITED LIABIL/ fY COMPAt ~· E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN IHE PONDING OF UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED DR, FOR AREAS WHERE I SH:ET I CITY OF CARLSBAD I SH~ETS I BY: "d 4'4/ !()~00-::::tt-BY: e,ffre4 . w l'IB WATER IS NOT PERMITTED. ALL EARIHEN SWALES AND DITCHES SHALL HAVE A HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT MINIMUM ONE PERCENT SLOPE. u IS COMPLETED AND ALL BONDS RELEASED. ENGINEERING DEPARTMENT 25. IHESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF DAVID MEZZACAPPA, MEMBER DATE JEFFREY T. WHITE, MEMBER DATE F. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED SOURCE OF TOPOGRAPHY AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE GRADING PLANS FOR: BY THE CITY ENGINEER OR AS DIRECTED BY IHE PROJECT INSPECTOR. IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. THREE ON CHERRY TOPOGRAPHY SHOWN ON IHESE PLANS WAS GENERATED BY TEAS LAND SURVEYING AN APPROVED EROSION CONTROL PRODUCT (RECP) SHALL BE INSTALLED PER EC-7 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM GROUND SURVEY METHODS FROM INFORMATION GATHERED ON NOVEMBER 23, IF THIS REQUIREMENT CANNOT BE MET. JUTE, EXCELSIOR OR STRAW BLANKET SURFACE AND CROSS SECTION. IHE SITE SHALL BE LEFT IN A NEAT AND 2017, REVISED JANUARY 29, 2019 BY TEAS LAND SURVEYING IS UNACCEPTABLE. ORDERLY CONDITION. ALL STONES, ROOTS OR OIHER DEBRIS SHALL BE REMOVED TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP G. SHOULD GERMINATION DF HYDROSEED FAIL TO PROVIDE EFFICIENT COVERAGE GR 2021-0011 TITLE SHEET PUD 2018-0008 AND DISPOSED OF AT A SITE APPROVED OF BY IHE CITY ENGINEER. ACCURACY STANDARDS. (ND LESS THAN 707.) PRIOR TO OCTOBER L THE SLOPES SHALL BE STABILIZED APPROVED: JASON S. GELDERT 27. ALL SLOPES SHALL BE /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED BY AN APPROVED RECP, JUTE, EXCELSIOR AND STRAW BLANKET IS UNACCEPTABLE, WIIHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE JS BROUGHT TO GRADE PROJECT LOCATION H. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY LANDSCAPE MflNUAL, THE LANDSCAPE PLANS FOR THIS PROJECT OR ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE AS SHOWN ON IHE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED IHIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER. /1\ DWN BY: r N, l PROJECT NO. DRAWING NO. BY IHE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR 204-231-07-00 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: EIV1E THIS PROJECT, ORA WING NO 5/J-51 AND/OR AS DIRECTED BY THE CITY IHE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: EIV1E MS 2018-0012 530-4A ENGINEER OR PLANNING DIRECTOR. N 1,983,551 E 6,257,491 DocuSign Envelope ID: 694D0D32-8AE3-45B1-BF8D-B575DD54417C2/28/2023
SEWER NOTES
1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH
THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LATEST EDITION), VOLUME 1-
GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER
LINES AND APPURTENANCES, AND VOLUME J -STANDARD DRAWINGS AND NOTES
AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST
EDITION (GREEN BOOK).
2. BEFORE ANY CONNECTION TO THE crr(s EXISTING SYSTEM, A PERMIT
SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED
BY THE CITY ENGINEER AND SUPERINTENDENT.
J. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
WATER NOTES
1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN
ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST
EDITION) VOLUMES 2 & J.
2. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL \/ES ON EXISTING C.M. W.D.
LINES, A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST
BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY
ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER.
J. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION
DEPARTMENT 48 HOURS PRIOR TO STARTING WORK SO THAT INSPECTION MAY BE
PROVIDED -TELEPHONE NO. (760)438-3891.
4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT,
ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO
COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN
PERMISSION FROM THE DISTRICT ENGINEER
5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY
MEANS OF CA THOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS
TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN
ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN AL TERNA Tl\/£
FORM OF PROTECTION
6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF
THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING
SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL
7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE 1"
(UNLESS OTHERWISE NOTED ON PLANS).
8. ALL WATER METER BOXES SHALL BE 17" X JO" X 12" POLYMER CONCRETE AS
MANUFACTURED BY ARMORCAST OR EQUAL (UNLESS OTHERWISE NOTED ON PLANS)
9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS
SHALL BE 10 FEET
10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE
GRADE
11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO
THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS"
PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES
12. AXIAL DEFLECTION AT THE PIPE JOINTS IS NOT ALLOWED. THE USE OF A HIGH-
DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON
A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER
COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL -IRON" H.D. FOR
C900.
13. BEFORE CONSTRUCT/ON BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT
OF WAY PERMIT SHALL BE REQUIRED.
14. NO CUTTING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL
REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE
NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION.
15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE
WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE
TO ENTER VAL VE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST
BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VAL VE NUT OPERATION. RUN TRACER
WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VAL VE BOXES FOR
BURIED ASSEMBLIES OR BURIED VAL \/ES. WHERE BURIED SPLICES OCCUR, USE AN
ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24
INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING
EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED
USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING
INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED
SHALL 8£ REPLACED.
TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR
WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT
BURIAL IN CORROSIVE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO
ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE NOT
ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE
ABANDONMENT NOTES
PART/ALLY COMPLETED PROJECTS SEEKING TO INDEF/NITEL Y STOP WORK AND CLOSE THE
GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTRICT/ON AND EROSION AND
SEDIMENT CONTROL MEASURES TO THE SA Tl SF ACTION OF THE CITY, INCLUDING BUT NOT
LIMITED TO THE FOLLOWING:
1) PERMANENTLY STABILIZE ALL SLOPES (>5%) -70% COVER WITH WELL-ESTABLISHED,
SUSTAINABLE, NON-WEED VEGETATION (St£ CITY LANDSCAPE MANUAL FOR
GUIDELINES) IS CONSIDERED ADEQUATE.
2) PERMANENTLY STABILIZE FLAT AREAS (<{5%) -70% COVER WITH WELL-ESTABLISHED,
SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR
GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRA \/EL) IS
CONSIDERED AOEQUA TE.
3) RESTRICT ACCESS TO SITE -COORDINATE WITH CITY STAFF TO DETERMINE
APPROPRIATE FENCING TYPE.
4) S/GNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND
TRESPASS/NG ARE PROHIBITED.
5) TRESPASS ENFORCEMENT AUTHOR/ZA TION LETTER MUST BE SENT FROM THE OWNER TO
THE CITY OF CARLSBAD POLICE DEPARTMENT.
6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER
IS RESPONSIBLE FOR MAINTAINING FENCING AND S/GNAGE, ADHERING TO THE FIRE
PREVENTION ORD/NATION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION AND
VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SITE
UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE.
dA
ANTONY K. CHRISTENSEN, R.C.E. 54021
02/07/2023
DATE
/1\
DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
SEWER AND WATER NOTES FOR
THREE ON CHERRY
GR 2021-0011 GRADING PLAN PUD 2018-0008
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/21 DATE
DWN BY: ••IC J PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: E1v1E
CITY APPROVAL RVWD BY: [M[ MS 2018-0012 530-4A
JN 2018-119
DocuSign Envelope ID: 694D0D32-8AE3-45B1-BF8D-B575DD54417C
2/28/2023
CONSTRUCTION NOTES
(D PROPOSED 2· WATER SERVICE PER CMWD W-4INSTALL PVC SLEEVE AROUND COPPER PIPE RUN FROM METER TO BACKFLOW PREVENTER
PROPOSED 6" PVC SEWER LATERAL PER CARLSBAD S-7
REMOVE AND REPLACE EX DRIVEWAY WITH NEW 12' DRIVEWAY PER SDRSD G-14B & CARLSBAD GS-12
PROPOSED PERVIOUS CONCRETE SURFACE (TYPICAL)
AREA DRAIN (TYPICAL)
MASONRY RETAINING WALL PER SDRSD C-2
PROPOSED PVC DRAIN (TYPICAL) SEE DRAINAGE DA TA FOR PIPE SIZE
SEWER CLEANOUT PER CITY OF CARLSBAD S-6 (TYP)
DOWNSPOUT (TYPICAL)
@ EX IMPROVEMENTS TO BE REMOVED
TRASH BIN®
@ PROPOSED TYPE A-4 CLEANOUT PER SDRSD D-09, D-1.3& D-15WITH PUMP TO CONVEY SITE RUNOFF TO CURB OUTLCT.
Q}) CURB OUTLET PER SDRSD D-25QIOO = 0.596 CFS V100 = 2.48 FPS
fl) EX WATER SERVICE TO BE REMOVED.REMOVE CORP. STOP & INSTALL PLUG AT WATER MAIN
@) 4• PVC PRESSURE LINE FROM PUMP IN CATCH BASINTO CURB OUTLET
@ EXISTING MASONRY WALL
(i}) PROPOSED 2" BACKFLOW PREVENTER PER CMWD W-6
@) PROPOSED 2• WATER METER BOX PER CMWD STANDARD W-4
@) PROPOSED ONSITE CURB PER SDRSD G-01
@ REMOVE EXISTING SEWER LATERAL CAP WYE FROM EX. MAIN
@ EXISTING WATER METER BOX TO BE REMOVED
@ END OF SEWER MAIN/EX. SEWER CLEANOUT
@) 2424 CATCH BASIN TO CAPTURE OFFS/TE RUNOFF (BROOKS PRODUCTS)
@ CONNECT TO SEWER W/6x6 WYE
@) PROPOSED ALLAN BLOCK WALL
@ PROPOSED TRENCH RESURFACING PER CARLSBAD GS-25/GS-26 (TYP)
@ POINT OF CONNECTION FOR WALL SUB-DRAIN
@ GRIND & OVERLY J" (FROM CURB TO CURB)
@) 1212 CATCH BASIN (BROOKS PRODUCTS)
@) REMOVE AND REPLACE CURB & GUTTERPER SDRSD G-02
@ PROPOSED LANDSCAPE AREA
@ CURB OUTLET MANHOLE
@) REMOVE AND REPLACE SIDEWALKPER SDRSD G-07
@ PROPOSED PLANTERS WALL
@ REMOVE AND REPLACE CURB & GUTTERPER SDRSD G-02
@ PROPOSED 1• BACKFLOW PREVENTER PER CMWD W-6 (IRRIGATION)
@ PROPOSED CONCRETE WALKWAY
NOTE:
ALL ROOF RUNOFF {IMPERVIOUS AREA) WILL FLOW TO PERVIOUS AREAS INCLUDING PAVEMENT AND LANDSCAPED AREAS BEFORE BEING CONVEYED OFFS/TE
ABBREVIATIONS TW -TOP OF WALLBW -BOTTOM OF WALLFG -FINISH GRADEFS -FINISH SURFACEFF -FINISH FL DOREG -EXISTING GRADEIE -INVERT ELEVATIONTG -TOP OF GRATETF -TOP OF FOOTING
0
SCALE: 1"
10 20
10'
JO 40
1/ ()
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UNAUTHORIZED CHANGES & USES
CAUTION: The Engineer preparing these plans will not be responsible for, or liable for, unauthorized change to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans.
�-\ -.,
52
I_,
DATE INITIAL
ENGINEER OF WORK
NOTE:
DRAIN DATA {PRIVATE)
DRAIN TOP OF GRATE INVERT ELEV TYPE
D1 54.6 52.0 2424 CATCH BASIN D2 54.6 51.6 6" DECK DRAIN DJ 54.6 51.2 6" DECK DRAIN D4 54.8 53.8 1212 CATCH BASIN D5 55.J 5J.J 6" DECK DRAIN D6 54.2 46.6 TYPE A-4 CLEANOUT
DRAIN SEGMENT LENGTH SLOPE MATERIAL
D1 -D2 21.0' 2.0% 6" PVC D2 -DJ 21.0' 2.0% 6" PVC DJ -D6 61.0' 2.0% 6" PVC D4 -D5 22.0' 2.7% 4" PVC D5 -D6 64.0' 5.5% 4" PVC
APPLICABLE SOURCE CONTROL & SITE DESIGN BMPs
SC-A OVERHEAD COVERING ( TRASH & REFUSE STORAGE)
SC-C WIND PROTECTION ( TRASH & REFUSE STORAGE)
SC-F STENCILING OR SIGNAGE (STORM DRAIN INLETS AND CATCH BASIN)
SD-I PERMEABLE MATERIALS (SIDEWALKS & WALKWAYS, DRIVEWAYS)
SD-8 DIRECT RUNOFF TO PERVIOUS AREA (PATIOS & ROOFTOP AREAS)
SD-K SUSTAINABLE LANDSCAPING (LANDSCAPED AREAS)
PER SOIL TESTERS' LETTER DA TED DECEMBER 21, 2022, THE STABILITY OF THE PROPOSED CUT SHOULD BE MAINTAINED BY CONSTRUCTION METHODS. DURING CONSTRUCTION, A MAXIMUM OF 20 FOOT SECTIONS SHOULD BE EXPOSED AT A TIME TO ENSURE THAT THE NEIGHBORING SCREEN WALL IS NOT UNDERMINED.
"AS BUILT"
RCE___ EXP. ____
REVIEWED BY:
DATE
ANTONY K. CHRISTENSEN, R.C.E. 54021
02/07/2023
DATE
1
REVISION DESCRIPTION DATE INITIAL DATE INITIAL
OTHER APPROVAL CITY APPROVAL
INSPECTOR DATE I SH�ET I CITY OF CARLSBAD I SH�ETS I ENGINEERING DEPARTMENT GRADING PLANS FOR:
THREE ON CHERRY
GR 2021-0011 GRADING PLAN PUD 2018-0008
APPROVED:
ENGINEERING MANAGER
DWN BY: ••IC J
CHKD BY: RVWD BY:
JASON S. GELDERT
RCE 63912 EXPIRES 9/30/24 DATE
PROJECT NO.DRAWING NO.
MS 2018-0012 530-4A
~~~
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DocuSign Envelope ID: 694D0D32-8AE3-45B1-BF8D-B575DD54417C
2/28/2023
SCALE:
0 10
PROPERTY LINE
EXISTING WALL
56.07 TW
6" PVC SD
SECTION "a" -"a"
PROPERTY LINE
PROPOSED WALL
PER SDRSD C-2
55.5 TW
54.6 BW I 55.04 FG (BACK}
53.33 TF
EXISTING
GROUND
NOT TO SCALE
55.20 FS
PATIO 55.25 FF UNIT C
PROPOSED
LANDSCAPE
LIMITS OF OVER
EXCAVATION
4" PVC
SUBDRAIN
PROPOSED
CONCRETE
WALKWAY
EX WALL1
I
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.50 DEEPENED 5• TYPE G-1 CURB
. 4 . <;
R:=S'~S,~:3~:3:iti::;t'~S,~:3~;Ei,,;
1lU~~~1ill;f :rrlLi 11ill;~~~~ill;: : =lLi7~;ill;ill
---~~llUlllUlllUlllUII I llUlllUlllUlllUll~ I 11Jl71lU71lU
0.70' PERVIOUS
CONCRETE
0.57' NO. 2 STONE
AGGREGATE BASE
SECTION "c" -"c" 11171lU=lU7W71W JJ71W71W71W71W71W71ll ,W71W71W
ll, 11J:1 I 1=:::::111 111=111=11 ,-, ',
PROPOSED WALL
PER SDRSD C-2
58.0 TW
55.3 BW
54.33 TF
0.33' CONG.
WALKWAY
': ., ....
10'
20 30
NOT TO SCALE
I a.Bl'
-------j ~/-EX SCREEN
0.5'
4" PVC
SUBDRAIN
SECTION "G" -"G"
NOT TO SCALE
40
WALL
4• PVC SD
SECTION "F" -
NOT TO SCALE
4" PVC FROM PUMP
TO CURB OUTLET
PROPOSED
LANDSCAPE
0.33' IMPERVIOUS
CONCRETE
0.25' X 1.50'
IMPERVIOUS
CONCRETE ~~-'--+~-1---'0.25'
Cl .,.,
. ··.d ._ . ~ .! .
.. · .. ·:
55.30 FS
•• ,11·.. ., • •.
. . ..
·4
... ..,-.: ...
".Q :
55.50 FS
SECTION "E" -"E"
NOT TO SCALE
UNAUTHORIZED CHANGES & USES
CAUTION: The Engineer preparing these plans will not be responsible for,
or liable for, unauthorized change to or uses of these plans. All changes
to the plans must be in writing and must be approved by the preparer of
these plans.
ANTONY K. CHRISTENSEN, R.C.E. 54021
EX SCREEN WALL
63.36 TW ~ PROPERTY LINE
I PROPOSED
PROPERTY LINE~
PROPOSED WALL I
PER SDRSD C-2
58.16 BW
EX WALL
55.87 TW
55.0 FG
53.27 BW
0. 33' IMPERVIOUS
CONCRETE
02/07/2023
DATE
LANDSCAPE 58.0 TW
PROPOSED
PERVIOUS
CONCRETE
_________ -55.J'-E£ __ LJN1I~J[J/jg\g'/f-5% MIN
NOTE:
LIMITS OF OVER EXCAVATION
SECTION "A" -"A"
EL = 50.0'
I.E. INFLOW
<o
I
y
NOT TO SCALE
EL = 54.2
TOP OF COVER
...,_ ___ ..
4'
I
I
EL = 52.7
I.E. OUTFLOW
(2) 1.5 HP GOUWS PUMPS
(1) RESERVE
WS_D4 SERIES
MODEL 388BD4
WS15D4
STORM CLEANOUT WITH PUMP
DETAIL
D-09 TYPE A4
NOT TO SCALE
NOTE: PUMP SWITCH TO
AU TOMA TICALL Y TURN ON
AND OFF SHALL BE INCLUDED.
PER SOIL TESTERS' LETTER DA TED DECEMBER 21, 2022, THE STABILITY OF THE PROPOSED CUT
SHOULD BE MAINTAINED BY CONSTRUCTION METHODS. DURING CONSTRUCTION, A MAXIMUM OF
20 FOOT SECTIONS SHOULD BE EXPOSED AT A TIME TO ENSURE THAT THE NEIGHBORING SCREEN
WALL IS NOT UNDERMINED .
/t\
DATE INITIAL DATE INITIAL DATE INITIAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
4" PVC
SUBDRAIN
PROPOSED
CONCRETE
WALKWAY
PROPERTY LINE~
~
PROPOSED WALL
58.0 TW
54.5 FG
ltt---EXISTING 6'
WOODEN FENCE
/EXISTING
_/__ GROUND
6" X 7" X 16 1/2"
AB DUBLIN
ALLAN BLOCK
LEVELING PAD
(GRANULAR FOUNDATION
THROUGHLY COMPACTED)
SECTION "o" -"o"
NOT TO SCALE
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
I SH!ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
THREE ON CHERRY
SECTIONS & DETAILS
GR 2021-0011 PUD 2018-0008
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE
DWN BY: • "Jl' PROJECT NO. DRAWING NO.
CHKD BY:~
RVWD BY: MS 2018-0012 530-4A
DocuSign Envelope ID: 694D0D32-8AE3-45B1-BF8D-B575DD54417C
2/28/2023
JEFFREY T. WHITE, MEMBER2/21/232/21/23TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND}. 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT.· OA VID MEZZA CAPPA FROM: CHERRY KMA, LLC AT (TEL. NO.} (619) 572-0237 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORSEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HA VE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADE.QUA TE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-DA Y NATIONAL WEATHER SERVICE FORECAST}. ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF OF THIS CAPABILITY. 15. DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE AS SOON AS SLOPES ARE COMPLETED. THE OWNER/DEVELOPER/CONTRACTOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COMPLETED. 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED AT ONE TIME IS LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADE.QUA TEL Y 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 THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY TO INSTALL BMP MA TE.RIALS IN A PROMPT MANNER ISJ:i12J sumCIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEE.KL Y AND PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT. IN ADDITION, TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUGHOUT THE YEAR. 20. IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE AL TERNA TE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP IND/CA TES IT WAS NOT ADE.QUA TE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE. 21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM WATER POLLUTION PREVENTION AND BMP MAINTENANCE. WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORE.CASTED, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED (40% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN~ AN ADE.QUA TE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS". EROSION CONTROL HYDROSEEDING, PLANTING AND /RR/GA TION 1. 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 THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO 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) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS /MME.DIA TE TREATMENT. B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE.· a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WA TE.RING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2 AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. 3 /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH. C HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1 SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. Jibs PER A CR£ OF E SCHOOL CIA CALIFORNICA d 4 lbs PER ACRE OF ACHILLE.A MILLEFOLIA e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW} f. 1/2 lb. PER ACRE IF DIMORPHOLECA g. ITEMS c, d, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASING BEFORE HYDROSEEDING. ,: ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND A GR/CUL TUR£ GER TIFICA TION TAG A TTA CHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS HAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW} MAY BE SUBSTITUTED, WHEN STRAW IS USED, IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL. 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING: 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE sumCIENTL Y FRIABLE. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST.· a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA TION 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 THE APPROVED GRADING PLANS. 3. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT COVERAGE OF GRADING SLOPES (90% COVERAGE} PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MA mNG MA TE.RIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Erosion Control Sediment Control BMPs BMPs .,, § C "' .!;! -0 ~ --::; .,, "' 0, ~ " ~ 0 ii §~ ·E ~ o-0, g. " ,£ Best Management PracticeN " °'<I ,£ "' C o, "' 0, "' ., "' ,!= g. 0 ,£ ::; % ~ -C ,£ E (BMP) Description ➔ ~~ gi .!= " "' "' 0, ., 0, "' e C ., ~ Q.l e ., -0 15 0 ~.£ !s 0, .,! ., .,, "" "' '-' ~ c:, "' 0, o-2 "3 ., .£ -::; c:, "' c:, C "" -§ 0 -~-~ "' ~ L1: E ~ 0 0 "' .,, :S -~ ., ~ "" !/ ., "' '€l i] ~ ~ -" ~ g. "' ~-"" 0 0 ~& -" 0 ~ '-' C 0 0 ell <!: ~ ~ ~ 6 ~ G en g c5l ti ct :c: :c: [ij CASGA Designation ➔ "' "' "" It') r-.. 0:, O> -"' "" r-.. 0:, 0 --"' <C -I I I I I I I I I I I I I I I I '-' '-' '-' '-' '-' '-' '-' '-' bl bl bl bl bl bl bl bl Construction Activity kl kl kl kl kl kl kl kl X Grading/Soil Disturbance X X X X X >< X Trench inn /Excavation X >< X Stockoilina X Drillina/Borina X Concrete/Asohalt Sawcuttina X X Concrete Flatwork X Paving X X Conduit/Pioe Installation )< Stucco/Mortar Work X Waste Disposal StaainnlLav Down Area Eauivment Maintenance and Fuelina Hazardous Substance Use/Storaoe Dewaterina Site Access Across Dirt Other OistJ: Instructions: Tracking Non-Storm Water Control BMPI Management BMPs C -C C .!;! .!;! .!;! -C " .,, --0, 0 E C '-' '-' C i 0, 2 2 :_g l .9, 0 --~ "' t, "' "' "' !s ~ C <n C ~ !/ a; " 8~ 8 -i "' .,, "' ~ .,, 0, C C c:, ]~ .,, 0 "' §_~ 0 0, " ~ ~-~ " ~& .!:'.::! (/) ~~ "'-il ~-£ :;:;;; (f.J ·-.,, "' -0 .2 § ~ e -§ ~ -~ ~ iJ 0 -g -,C "' -0 -0, (/) & ict ~8 cl: :§! u o-"' .£ ::; "' "' -"' r-.. 0:, --I I ~ ~ ~ ~ I I:': I:': i X >< X >< >< X X GARFIELD ST CITY OF OCEANSIDE PACIFIC OCEAN 7B CITY OF ENCINITAS I 111..C~ I CITY OF ....___...,\ SAN MARCOS VICINITY MAP Waste Management and Materials Pollution Control BMPs -C " .,, ~ C 0 ~ "' 0 C "' " .!;! ~--C "' " 0 --o-"' ::; C O> C C ,l: ~ :::, !/ -., "' ., i~ "'E " E " " -~ "" rte 0 ., -., l 0, 1: 0, ~ 0, .,, 0 0 0 "0 ~c: -0 •-C NC C C 0 -b}-8 co 0 0 O 0 ::; "' "' ::; :c: ::; '-' ::; "' "' ... It') <C 0:, I I I I I I i i i i i i X >< X >< X >< _,;><-,,, X >< >< X >< V >< = X -~ -~ ~ -0, g.o ~§ c::; 0 " :?::: ...... C 0) ~i O> I i >< >< >< >< >< >< >< >< SHEET INDEX: SHEET 5: STORM WATER POLLUTION PREVENTION PLAN (TIER 2) SHEET 6: EROSION CONTROL PLAN SHEET 7: EROSION CONTROL PLAN DETAILS APN 204-231-07-00 SITE ADDRESS: 160 CHERRY AVENUE CARLSBAD, CA 92108 AREA OF DISTURBANCE AREA OF DISTURBANCE ~ 966 S.F. 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS 2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. 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. Choose one 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. LEGEND (SEE EROSION CONTROL PLAN SHEET) DESCRIPTION SYMBOL SE-I, SILT FENCE -•-•-•-•-SE-6, GRAVEL BAG = TR-1, STABILIZED CONSTRUCTION ENTRANCE ~ WM-1, MATERIAL DELIVERY AND STORAGE WM-1 WM-5, SOLID WASTE MANAGEMENT WM-5 WM-9, SANITARY/SEPTIC WASTE MANAGEMENT WM-9 SE-7, STREET SWEEPING AND VACUUMING 5£-7 SE-10, STORM INLET PROTECTION QUANTITY 358 LF 60 EA 120 SF 1 EA 1 EA 1 EA OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO A VOID THE MOB/LIZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RE.LA TED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCTION SWPPP THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES UNTIL THE CONSTRUCTION WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. CHERRY KMA, LLC, A CALIFORNIA LIMITED LIABILITY COMPANY OWNER W ~,4/ f /(t,,~ .. .. _ DAVID MEZZACAPPA, MEMBER . 1t -------OWNER(S)/ OWNER'S AGENT NfM{. T I . crctfr~ . W r-1tc DATE -------OWNER(S}/ OWNER'S AGENT (SIGNA TUR£) DATE AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFI~ SOIL/GRAVEL. PILE~ UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) CONSTRUCTION THREAT: CONSTRUCTION THREAT TO STORM WATER QUALITY (CHECK BOX}: 181 HIGH □ MEDIUM OWNER/ A PPL I CANT: CHERRY KMA, LLC 6026 WENRICH PLACE SAN DIEGO, CA 92120 PHONE NO.: (619) 572-0237 EMERGENCY CONTACT NAME: DA V/D MEZZA CAPPA ADDRESS:6026 WENRICH PLACE SAN DIEGO, CA 92120 TELEPHONE NO.: (619) 572-0237 NS-3, PAVING AND GRINDING OPERATIONS 5£-10 NS-3 LS LS LS -------------------------jlsH5EETl.c_r_T_Y_o_F_c_A_R_1_s_B_A_D~lsHE7ETsl _ ENGINEERING DEPARTMENT WM-2, MATERIAL USE WM-2 WM-3, STOCKPILE MANAGEMENT WM-3 WM-8, CONCRETE WASTE MANAGEMENT WM-8 EC-3 & EC-5, HYDRAULIC MULCH & SOIL BINDERS EC-3 & EC-5 1 EA 1 EA 1 EA 6966 SF NAME OF PREPARER: ANTONY K. CHRISTENSEN QUALIFICATION OF PREPARER-· R_._C._E.~/~O_SP ____ _ ADDRESS: 7888 SILVERTON AVENUE, STE "J" SAN DIEGO, CA 92126 PHONE NO.: 858-271-9901 RCE 54021 12/31/2023 02/07/2023 SIGNATURE R.C.E./CERT. NO. LIC. EXP. DATE DATE GRADING PLANS FOR: THREE ON CHERRY CITY STORM WATER POLLUTION PREVENTION PLAN (SWPPP) GR 2021-0011 (TIER 2) PUD 2018-D008 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DWN BY: " PROJECT NO. DRAWING NO. CHKD BY: V RVWD BY: MS 2018-0012 530-4A DocuSign Envelope ID: 694D0D32-8AE3-45B1-BF8D-B575DD54417C2/28/2023
0
SCALE: 1"
10 20
10'
30 40
WE-1
-·�, ,, / '�-::, j
WIND EROSION CONTROL
WM-9 SANITARY WASTE MANAGEMENT «-,,
t �\ " '� ',_ ..
, ..._, SE-1O GRAVEL BAG TYPICAL ',) '
WM-5 SOLID WASTE MANAGEMENT
WM-1 MATERIAL DELIVERY AND STORAGE
WM-8
/'
'
\\\
\�·-\: . \: '· . . . . \. . ��½ ':,,:·:· y ,.-',
/
CONCRETE WASHOUT
TR--1
.,,
CONSTRUCTION ENTRANCE/EXIT OR RUMBLE PLATE TYPICAL
UNAUTHORIZED CHANGES & USES
SE-1O NEXT INLET DOWNSTREAM TO BE PROCTECTED AT CARLSBAD A VE
CAUTION: The Engineer preparing these plans will not be responsible for, or liable for, unauthorized change to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans.
EC-3 & 5 HYDRAULIC MULCH AND BONDED FIBER
\
<:: ,C
C) o' 0
• �-
�
·
;
-
i .·
SC-7 STREET SWEEPING AS NEEDED
SE-1 _____, SILT FENCETYP
ANTONY K. CHRISTENSEN, R.C.£. 54021
02/07/2023
DATE
LEGEND
ITEM SYMBOL
3' TEMPORARY SILT FENCE (PRIVATE) {SE-1)
WIND EROSION CONTROL
-x---x-
---WEC---
GRAVEL BAG PROTECTION {SE-6, SE-10)
CONSTRUCTION ENTRANCE/EXIT (TR-1)
DIRECTION OF DRAINAGE
OOOQCCCJOCJCC
�
SEE SHEET 1 FOR EROSION CONTROL NOTES
NOT£:
ALL IMPERVIOUS AREAS ONSITE FLOW TO LANDSCAPED AREAS BEFORE BEING CONVEYED TO THE RIGHT OF WAY.
THESE EROSION CONTROL SHEETS ARE INTENDED TO PROVIDE DESIGN FOR DEPLOYMENT OF CONSTRUCTION PHASE BMPS.
EC-3 & EC-5: HYDRAULIC MULCH AND BONDED FIBER MA TRIX TO BE APPLIED TO PAD AREA IF CONSTRUCT/ON ACTIVITIES ARE DELA YEO
WM-4: SIGNIFICANT SPILLS TO BE REPORTED TO THE CITY OF CARLSBAD WATER INSPECTORS
NS-1: WATER CONNECTIONS WILL INCLUDE SHUTOFF VALVES TO CONSERVE WATER
"AS BUILT"
RCE __ _ EXP ____ _ DATE REVIEWED BY:
INSPECTOR DATE
,__---------------+---+-----,,__----i ___,l sH6EETl.c_r_T_Y_o_F_c_A_R_1_s_B_A_D�l sHE7ETs l _ ENGINEERING DEPARTMENT
DA TE INlllAL
ENGINEER OF WORK
1
REVISION DESCRIPTION DATE INlllAL DATE INlllAL
OTHER APPROVAL CITY APPROVAL
GRADING PLANS FOR:
THREE ON CHERRY
EROSION CONTROL GR 2021-0011 PLAN PU D 2018-0008 APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE OWN BY: C N"PROJECT NO. DRAWING NO. CHKD BY: 530-4ARVWD BY: MS 2018-0012
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DocuSign Envelope ID: 694D0D32-8AE3-45B1-BF8D-B575DD54417C
2/28/2023
1. SET POSTS AND EXCAVATE A
4 BY 4 IN (10 BY 10 CM)
TRENCH UPSLOPE FROM AND
ALONG THE LINE OF POSTS.
l .'ti~ I
3. ATTACH THE FILTER FABRIC TO
THE WIRE FENCE AND EXTEND IT
INTO THE TRENCH.
2. STAPLE WIRE FENCING TO
THE POSTS. --
-t-
:: ~
IN'
~-'I I t;=:::::::::;:;..~--4 IN (10 CM)
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
FILTER FABRIC ~v;)
/-I i11)
2" X
j _ WIRE_ -
SILT FENCE
SE-1
14'-9" MIN
--
-
J.,
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c.-'
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c.-~
~ c.-~ ~
~•1 ...
I
2" WOOD STAKE
0 0 CJCJCJ 0 0 i.,---S TRAW BALES
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WOOD OR METAL
STAKES
WEDGE LOOSE
STRAW BETWEEN
BALES
CJCJCJCJCJ -GRAVEL-FILLED
BAGS IN CORNERS
PLAN
TEMPORARY CONCRETE WASHOUT FACILITY
(ON GRADE)
UNAUTHORIZED CHANGES & USES
CAUTION: lhe Engineer preparing these plans will not be responsible for,
or liable for, unauthorized change to or uses of these plans. All changes
to the plans must be in writing and must be approved by the preparer of
these plans.
COMPACTED SOIL
TO PREVENT PIPING
GRAVEL BAGS 1 2 BAGS HIGH
GRAVEL BAGS
2 BAGS HIG
DROP INLET
RUNOFF WATER ! FILTERED
WITH SEDIMENT (,----'---~£ATER
WITH GRATE
-=:::ti,....... ~iiiiiiii~ ~~~\l.,_______,_.,D.~~,.........-<.
-~
1 BAG HIGH OPENING
MIN. 2 PER INLET ci~t!!:.J"f □ ~mm~~ □
□□[~I l
GRAVEL BAG SILT BARRIER
SE-1O
GRAVEL BAGS OVERLAP
ONTO CURB
RUNOFF
3 FT (0.9 M) MIN.
GAP BETWEEN BAGS
ACTS AS SPILLWAY
THREE LAYERS OF GRAVEL BAGS
WITH ENDS OVERLAPPED
GRAVEL BAGS
SE-6
(PROTECT NEAREST INLET DOWNSTREAM AT CARLSBAD A VE)
WOOD OR METAL
STAKES (2 PER BALE)
STRAW BALES
(2 BALES HIGH MAX)
ORIGINAL GROUND
I I
,-....,.,--,;--_j_ --1 -_j_ --1
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PLASTIC LIN
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_j_ --I -_j_ --U--tt--t
I
SECTION C-C
2
16 GAUGE STEEL WIRE
STAPLE DETAIL
TEMPORARY WATER POLLUTION
CONTROL DETAILS
(TEMPORARY CONCRETE
WASHOUT FACILITY)
WM-8
ANTONY K. CHRISTENSEN, R.C.E. 54021
02/07/2023
DATE
20'MIN.
PUBLIC RIGHT-
OF-WAY
PROFILE \ .. MINUS ROCK
EXISTING GROUND
10'MIN.
T
METAL SHAKER PLATES
(8' MIN.)
20'MIN.
la 8' MIN.
PLAN
el
o oio
0
R=5' MIN.
CONST. FENCE
PUBLIC RIGHT-OF-WAY
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF-
WAY
STABILIZED CONSTRUCT/ON ENTRANCE
I+' I+'
I I I I
I I CONCRETE I I
: I WASHOUT I 1
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CONCRETE WASHOUT
SIGN DETAIL
/1\
DATE INlllAL
PER CASQA BMP CONSTRUCT/ON HANDBOOK, TC-1
(MODIFIED AS SHOWN)
PLYWOOD
4 '-0" X 2'-0"
PAINTED WHITE
BLACK LETTER
6" HEIGHT
LAG SCREWS
(1/2")
WOOD POST
(3 1/2" X 3 1/2")
DATE INlllAL DATE INlllAL
ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL
"AS BUILT"
RCE EXP. DATE
REVIEWED BY:
INSPECTOR DATE
I SH~ET I CITY OF CARLSBAD I SH~ETS I
ENGINEERING DEPARTMENT
GRADING PLANS FOR:
THREE ON CHERRY
EROSION CONTROL PLAN
GR 2021-0011 DETAILS PU D 2018-0008
APPROVED: JASON S. GELDERT
ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE
OWN BY: PROJECT NO. DRAWING NO.
CHKD BY: \I /:-
RVWD BY: .,. ' ,,__ MS 2018-0012 530-4A
DocuSign Envelope ID: 694D0D32-8AE3-45B1-BF8D-B575DD54417C
2/28/2023