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HomeMy WebLinkAboutDWG 517-1A; MS 2018-0013; REDWOOD BEACH HOMES; 01-05GRADING NOT ES STREET NOTES WORK TO BE DONE (IN ADDITION TO THE REQUIREMENTS QF CHAPTER 15.16 OF THE 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, CARLSBAD MUNICIPAL CODE.) GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRRIGATION PLANS ANO THE IMPROVEMENT 1. ACTUAL STRUCTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS INTHE FIELD OF ~ PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL THE "R" VALUE TESTS AND THE ENGINEERED OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEER/NG INSPECTOR FOR REVIEW AND APPROVAL A REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, 29. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. J CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY BY THE CITY ENGINEER POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUil T' PLANS. NO DIRECT BURIAL STREET LIGHT THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, PERTAIN TO THIS PROJECT THE ENGINEER IN RESPONSIBLE CHARGE SHALL FOUNDATIONS WILL BE ALL LUM/NA/RES SHALL BE "CUT OFF" TYPE ALLOWED 9v. / CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 30. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER 3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCT/ON OF CURBS, ~"" 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-CROSS GUTTERS OR SURFACING OF STREETS. ~ 1 CARLSBAD MUNICIPAL CODE 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS GROUND) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING 4 WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF <o 2 CITY OF CARLSBAD ENGINEERING STANDARDS PERMIT CONDITIONS DA TED NIA PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. <J>_,. DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS IN OTHER AREAS THE PIPE 'r,{v 3. THIS SET OF PLANS 9. ENVIRONMENTAL APPROVAL DOCUMENTS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 31. THE CONTRACTOR SHALL NOTIFY AFFECTEDUTILITYCOMPANIES (SEEBELOW) ATLEAST 2 FULL WORKING WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. t-4. RESOLUTION NO 7332 DA TED 5/1/19 DA TED 5/1119 OG ,f:.---- 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISTRATIVE CODE 0'<-~" o<:> ?- 5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC 10. STORM WATER POLLUTION PREVENTION PLAN (TIER 2) WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A COMPANY REPRESENTATIVE 6. STREET TREES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL .<) WORKS CONSTRUCT/ON (GREEN BOOK) PREPARED BY. PLSA CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE 7 FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER -Yo ~o 6. SOILS REPORT AND RECOMMENDATIONS BY GEi, 11. STORM WATER QUALITY MANAGEMENT PLAN FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE «' ~<.:,Q ~ ~'<, INC DATEDJUNE 19 2018 &MAY 15 2019 :rotlot/1-11111 PREPARED BY. NIA DATED. UNDERGROUND SERVICE ALERT (DIG ALERT) (800) 422-4133 I 811 SDRSD D'MJ M19. '0 <o-0 d-PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH 8. ALL SURVEYMONUMENTSANDPOINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, 0(\ -~I" 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS 12. CALIFORNIA STORM WATER QUALITY ASSOCIATION OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST SDG&E (800)411-7343 PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT <'r, --<_\>-~?' AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD BMP CONSTRUCTION HANDBOOK AND CAL TRANS HAVE A RATING OF "A-"OR BETTER AND A SIZE CATEGORY OF CLASS VII AT&T (619) 237-2787 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR '1.--yil STANDARDS. CONSTRUCTION SITE BMP MANUAL OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. SPECTRUM CABLE (800) 227-2600 10. STREET LIGHTS SHALL BE 5,500 LUMEN (40 WA TT) OR 13,700 PUPIL LUMEN (100 WA TT) HIGH EFFICIENCY <<.P. COX COMMUN/CATIONS (619)262-1122 ~ 'AS MODIFIED BY CITY OF 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM CITY OF CARLSBAD (STREETS & STORM DRAIN) (760) 434-2980 INDUCTION LIGHTS. \:) ' 1 CARLSBAD STANDARDS THE CITY AND OTHER APPROPRIATE AGENCIES. CITY OF CARLSBAD (SEWER, WATER & RECLAIMED WATER) (760) 438-2722 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY 'o LEGEND WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION BASIS OF BEARINGS HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 32. PERMIT COMPLIANCE REQUIREMENTS DESCRIPTION STD. SYMBO L QUANTITY 7. NO REVISIONS W1LL BE MADE TO THESE PLANS W1THOUT THE WRITTEN APPROVAL A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, THE BASIS OF BEARINGS FOR THIS MAP IS THE CALIFORNIA COORDINATE SYSTEM OF 1983 (CCS-83), ZONE 6, EPOCH VICINITY MAP SUBDIVISION BOUNDARY --OF THE CITY ENGINEER, NOTEO W1THIN THE REVISION BLOCK, ON THE SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, 1991.35, GRID BEARING N 03°51'38" W BETWEEN STATION "CLSB-130" AND STATION "5-50.7" AS SAID STATIONS ARE N. T.S. APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 AB} PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK PER RECORD OF SURVEY MAP NO. 17271 , FILED IN RIGHT OF WAY 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING CARLSBAD MUNICIPAL CODE THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. PROPOSED SETBACKS SIGNED BY THE CITY ENGINEER B. PRIOR TO COMPLETION OF GRADING WORK -THE FOLLOWING --- --- REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE EXISTING EASEMENT ------9. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE MUNICIPAL CODE: SOURCE OF TOPOGRAPHY PROJECT ADDRESS ABBREVIATION LEGEND CENTERLINE OF ROAD -CITY. . (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL . ·-TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY FIELD TOTAL STATION SURVEY METHODS FROM 3861 GARFIELD STREET BW = BOTTOM OF WALL ELEVATION 10 ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING INFORMATION GATHERED ON APRIL 4, 2018 BY: PASCO, LARET, SUITER & ASSOCIATES CARLSBAD. CA 92008 EG = EXISTING GRADE EXISTING CONTOUR LINE -· --47--- THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. FS = FINISHED SURFACE 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED PROPOSED CONTOUR LINE .. CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE REFERENCE DRAWINGS FG = FINISHED GRADE .. OF. (A) SUMMARY SHEET, (B) LA BORA TORY WORK SHEETS AND (C) COMPA CTION LETTER FROM CITY ENGINEERING DEPARTMENT) FL = FLO'llt/NE DRAINAGE SWALE CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF (2) AS-BUil T GRADING PLAN PROJECT LOCATION MAP535 FF= FINISHED FLOOR CALIFORNIA, PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MAP 1747 GF = GARAGE FACE SAWCUT OF EXISTING AC PAVEMENT I I 140LF MECHANICS. THE SOILS REPORT W1LL BE SUBMITTED TO THE CITY ENGINEER/NG (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES MAP 2019-1)003 THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 204-253-1)1-iJO IE= INVERT ELEVATION INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO CARLSBAD DWG. NO. 124-<3 THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF LA = LANDSCAPE AREA PRIVATE 6" PVC STORM DRAIN - - - - -280LF 12. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA T/ON REGARDING THE CALIFORNIA COOR DINA TE INDEX OF THIS PROJECT IS.· N 362 E 1663 CARLSBAD D'MJ. NO. 224-<3 -- -- -FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO TG = TOP OF GRATE ELEVATION ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE CARLSBAD DWG NO 118-9 RIM= TOP OF RIM ELEVATION PRIOR TO THE ISSUANCE OF A BUILDING PERMIT ALL CONTROLLED GRADING GRADING WAS DONE IN ACCORDANCE W1TH THE REQUIREMENTS AND CARLSBAD D'MJ. NO 436./J TW = TOP OF WALL ELEVA T/ON PVT. 18" X 18"GRATEDINLET NDSOREQUAL fillIII 1 EA SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT TW@EG = TOP OF WALL AT EXISTING GRADE STA TE OF CALIFORNIA PRING/PALLY DOING BUSINESS IN THE FIELD OF APPLIED AND ANY SUPPLEMENTS THERETO EARTHWORK QUANTITIES INDEX OF SHEETS FYSB = FRONT YARD SETBACK PVT. 12" X 12" AREA DRAIN NDSOREOUAL D 6EA SOILS MECHANICS ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN (4) REPORT 'MTH AS-BUil T GEOLOGIC PLAN, IF REQUIRED BY THE 160 IMPORT 0 CY 1 GRADING PLAN TITLE SHEET RYSB = REAR YARD SETBACK ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE CUT: CY " EARTHWORK SPECIF/CA T/ONS " ATTACHED TO THE PRELIMINARY SOILS CITY 30 130 2 GRADING PLAN SYSB = SIDE YARD SETBACK PVT. SIDEWALK UNDER DRAIN SDRSD D-27 -----1 EA FILL CY EXPORT CY INVEST/GA T/ON DAILY FIELD COMPACTION REPORTS 'MLL BE SUBMITTED TO THE (5) PERMANENT STRUCTURAL BMP INSTALLATION CERTIFICATE. • 3 SECTIONS AND DETAILS TSW = TOP OF STEM WALL PROJECT INSPECTOR (6) PERMITTED WALL FINAL INSPECTION REPORT REMEDIAL. 850 CY 4 TIER 2 SWPPP TITLE SHEET STEM WALL PER ARCHITECTURAL PLANS ~ 2 2 2 2 2 2 2 ~ 13.A PRECONSTRUCTION MEETING SHALL BE HELD ATTHE SITE PRIOR TO THE 5 TIER 2 SWPPP EROSION CONTROL PLAN llf:G.IMYJ/yJi. QE WORK dll.Q S/JtlLL BE dITENOED Br t\LL B.EEB.EliEtlidill'ES 33. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED 'MTHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S 6" PCC CURB & GUTTER SDRSD G-2' 20 LF RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE DISTURBED AND IMPERVIOUS AREA ASPECTS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION REQUIRED FOR ANY SUCH RECHECK. OWNER INFORMATION 3' PCC RIBBON GUTTER SHEET3 75 LF MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) TOTAL LOT AREA -11,036 SF NAME KEVIN DUNN FOR. RREG INVESTMENT WORKING DAYS PRIOR TO STARTING CONSTRUCTION THE CONTRACTOR 'MLL THEN BE 34. IN ACCORDANCE 'MTH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY SERIES, LLC SERIES /035 CONTACTED BY THE PROJECT INSPECTOR TO COOR DINA TE A DATE AND TIME FOR THE THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM TOTAL DISTURBED AREA = 11,036 SF 6"PCCCURB SDRSD G-1• 110 LF PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. ADDRESS: 3005 S. EL CAMINO REAL SCHEDULING THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC SAN CLEMENTE, CA 92672 TRENCH RESURFACING CITY OF CARLSBAD GS-26 ~ \ \ \ \9' \ \ \ s ~ 345 LF AT THE MEETING EROSION CONTROL NOTES IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT :s s s s:___ s s s s: 14. llLL lt/.SEEGDQt!. /l/;QI./ESTS QTHEB, THAN FQR PREGONSTBI./GDQN Mff.DNG. 'MlL 8E STAGING AREAS, CONSTRUCTION TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) PHONE NO.: (949) 637-3254 MdQE Br CALL/11.G. I/JE E/JG.INEER/('/_G_ ~-HOI,//!, /tlSEEC[/Q.('/_ l!.EQI./ES[ LINE d[ 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT KEVIN DUNN AT /949) 438-5494, 24 HOURS A DAY MASONRY RETAINING WALL SDRSD C-D3' l!l!!-----75SF (7601438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2.·00 PM 2 EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE TOTAL REPLACED IMPERVIOUS AREA = 6,389 SF DEVELOPER ON THE DAY BEFORE THE INSPECTION IS NEEDED INSPECTIONS WILL BE MADE DG PATH I I 420 SF THE NEXT WORK DAY UNLESS YOU REQUEST OTHER'MSE REQUESTS MADE AFTER RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO TOTAL PROPOSED IMPERVIOUS AREA= 8,227 SF z·oo P.M 'MLL BE SCHEDULED FOR TWO FULL WJRK DAYS LATER FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. NAME: RREG INVESTMENTS SERIES, LLC SERIES /035 4" PCC SIDEWALK SDRSDG-r I ... • I 210 SF 15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR 3 FOR PROJECTS COVERED BY STA TE SWPPPIWDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED SHALL DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES. INCLUDING ADDRESS: 3005 S EL CAMINO REAL 4" AC PVMT OVER 4" AB (MIN) t·: .:, :: JJ: 0: I 175 SF SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SAN CLEMENTE, CA 92672 STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL PLAN (WPCP) TO ADDRESS UPDATED SITE SOILS ENGINEER'S CERTIFICATE 2" AC GRIND & OVERLAY I I 1,500 SF CONDITIONS OF THE PROJECT THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT PHONE NO .. /949) 637-3254 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING SITE AND MADE AVAILABLE TO THE CITY INSPECTOR ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL I, JAIME CERROS A REGISTERED GEO TECHNICAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHO'MNG APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTICIPATED. THE QSP SHALL BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL ABBREVIATED LEGAL DESCRIPTION PVT 6" SEWER CLEANOUT CITY OF CARLSBAD S-6 0 6EA THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED CONDITIONS PREVALENT 'MTHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON MAY 14 2018. TWO COPIES OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT OF THE SOIL REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS. HAS BEEN SUBMITTED TO THE APN· 204-253-01-00 SEWER MANHOLE CITY OF CARLSBAD S-1 a 1 EA EXCAVA T/ON OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION OFFICE OF THE r1IY •NG/NEER. . THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5) OR 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE ~---/ I THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN CARLSBAD IN THE COUNTY 150 LF MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED -OF SAN DIEGO, STATE OF CALIFORNIA, AND IS DESCRIBED AS FOLLOWS PVT. 4" PVC SEWER LATERAL CITY OF CARLSBAD S-7 s 0 AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. ~~of ESS~~ STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 SIGNED: ~~\. ~-C,,p.f.(<".: 8" PVC SEWER MAIN CITY OF CARLSBAD S-5 s 72 LF CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MA Y BE REQUIRED BY THE -,. .. ME CERROS ~ ~ o..r -t; LOTS 14 AND 15 IN BLOCK "G" OF PALISADES, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1747, FILED IN REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY GE/PE NO 2007134422 t? .., ~ PROPOSED 1" DOMESTIC SERVICE WITH CMWV W-3A, W-20 ~ .... THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY FEBRUARY 15. 1923. 4EA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO ARISE 7/ ?J/l'J. ~ GE 002007 ~ FIRE SPRINKLER SYSTEM; 1" METER AND -:·, EXCAVATION DATE. ~ [xp , /.s~1, • 1" BACKFLOW DEVICE 17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC 61 -.." ~ OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. LICENSE EXP/RATION DATE: 9-30-19 .,,~ "0rrc~ll1" ~~ BENCH PCC DRIVEWAY APRON MODIFIED SDRSD G-14A ;1 f\, PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERA T/ONS. J-, or 01.1'\l MARK 60SF 18 IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL DESCRIPTION: 2-112 INCH BRASS 0/SK STAMPED "CLSB-130" DURING CONSTRUCTION OPERATIONS WILL CEASE IMMEDIATELY AND THE PLAN SHALL BE INCORPORATED HEREON. OWNER'S CERTIFICATE PEDESTRIAN RAMP SDRSD G-27 TYPE '.4' <_ ~ 1 EA LOCATION.· SE CORNER OF DRAINAGE BOX INLET AT THE END OF CURB RETURN ~ PERMITTEE WILL NOTIFY THE CITY ENGINEER OPERATIONS WILL NOT RESTART 0D00o ,. UNTIL THE PERMITTEE HAS RECEIVED VvRITTEN AUTHORITY FROM THE CITY 8 GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE IN THE NE CORNER OF GRAND AVE AND WASHINGTON ST 52' WEST ENGINEER TO DO SO CONCLUSION OF EACH WORKING DAY I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO OF RR TRACKS AND 40' NORTH OF THE CENTER OF GRAND AVE 6" PCC DRIVEWAY OVER 8" AB (MIN) 19. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO. INCLUDING SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE IF THIS FOR HEA W VEHICLE ACCESS I I . WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERA T/ON OF TRUCKS, 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY PROJECT/DEVELOPMENT IS SUBJECT TO A STATE-REGULATED SWPPP, I {WE) ALSO AGREE A QUALIFIED SWPPP RECORDED 1968 5" PCC DRIVEWAY OVER 8" AB (MIN) . 2.840 SF ~ PRACTITIONER QSP HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLENTATION OF THE SWPPP IN ACCORDANCE FOR ALL OTHER VEHICLE ACCESS ' EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TEO WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS ELEVATION 40.91 DATUM NGVD29 GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7.00 AM AND SHALL BE REMOVED AFTER EACH RAINFALL. 'MTH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT LA TEST VERSION PER GEO TECH RECOMMENDATIONS 6 00 P.M EACH DAY, MONDA Y THRU FRIDAY ANO NO EARTHMOVING OR GRADING SIGN&~ ,l,~ [,~ OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE 'MTH 3/4 INCH MINIMUM AGGREGRA TE "AS BUil T" HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) :4.TE 20. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE 11 SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW WORK. INSTA LLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE KEVIN DUNN FOR: 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, ANO WASTE MATERIAL SHALL BE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA RREG INVESTMENTS SERIES, LLC SERIES 1035, A DELAWARE LIMITED LIABILITY COMPANY RCE EXP. DATE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL DECLARATION OF RESPONSIBLE CHARGE (SHEETS 1-5} REV IEWED BY: ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION 22 BRUSH SHALL BE REMOVED ONLY 'MTHIN THE AREA TO BE GRADED. NO TREES ARE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS ANO INSPECTOR DATE 23 ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I SH~ET I I SH~TS I WATER IS NOT PERMITTED.ALL EARTHEN SWALES ANO DITCHES SHALL HAVE A CITY OF CARLSBAD MINIMUM ONE PERCENT SLOPE I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD ENGINEERING DEPARTMENT 24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. STRUCTURAL (POST-CONSTRUCTION) BMP TABLE EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED GRADING PLANS FOR: BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR BY ~ £__ STORM WA TfR REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIFICA TION? REDWOOD BEACH HOMES 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM DATE: 2-t -/<'f ~\>.Of ESS / O,v. SURFACE AND CROSS SECTION THE SITE SHALL BE LEFT IN A NEAT AND GLAWSON, R.CE (;, ~I'-G L,il/:s: '-1( ~ STANDARD STORMWA TER REQUIREMENTS ~ YES (SEE SWMP FOR DOCUMENTATION) 3861 GARFIELD STREET PUD 2018-0009 ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED ,;f -'-" o,,, ~ PRIORITY PROJECT REQUIREMENTS NO TlTI. I' -'"' " "' GR 2019-0010 . I CDP 2018-0044 AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. RCENO 80356 "' -z 26. ALL SLOPES SHALL BE /RR/GA TEO, STABILIZED, PLANTED AND/OR HYDROSEEDED 12-31-2020 c., No. 80356 "' APPROVE~ ( ) ,# JASON S.~,;T REG/STRA TION EXP/RATION DA TE: L,J Exp. 12/31 /20 r'] MAINTENANCE MAINTENANCE 'MTHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE oc "' TYPE DESCRIPTION OWNERSHIP SHEET NO . ;::-~ - AS SHOIVN ON THE APPROVED GRADING PLANS * * AGREEMENT FREQUENCY CITY ENGINEER RCE 63912 EXPIRES 9/30/20 DA FIRM: PASCO, LARET SUITER AND ASSOCIATES INC. 27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED ADDRESS. 535 NORTH HIGHWAY 101, SUITE A .J'~l[ CIVIi. r!J.:*,,_ /'I"\ DWN BY: Bt.l:S PROJECT NO. DRAWING NO. BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR OF CM-'~ DAlE INITIAL DAlE INITIAL DATE INITIAL CHKD BY: SC. 517-1A THIS PROJECT, DRAWING NO LCP2019-0011, AND/OR AS DIRECTED BY THE CITY CITY, STATE: SOLANA BEACH, CA 92075 ENGINEER Of WORK REVISION DESCRIPTION RVWD BY: -£ MS 2018-0013 ENGINEER OR PLANNING DIRECTOR TELEPHONE: (858) 259-8212 D"IHER APPROVAi CITY APPROVAL FILE NAME: J: \Active Jobs\2889 Rincon -Redwood\CIVIL \DRAV,,NG\GRADING PLANS\2889-CV-GRAD-01-TITLE.dwg PLSA 2889-D1 b: i -c,: "!~ 'j' lU "'V, c:i (!) in' "a,<:>& + ,-. (0 . ~ ,._ II ~ -~-8 --8 ~i~--8-- '\.. EXISTING 4' GAS PER DV\G 124-6 TO REMAIN 1 EXISTING 8" VCP SEIM'R MAIN PER _J INSTALL 68 LF OF 8' PVC SEIM'R MAIN@29% , D00 124-6 TO REMAIN ---3+50 LU Of-LU LU 0.. a: :;: () ~5 u, Ll -- I / 7 7 .T -EX/STING:--s- ~TAl~~~E~t EXISTING L---." STRUCTURE ,1 -628 TO REMA~ARAGE ) (TW@EG=51.4) j (BW=61.4)J ,'] EXISTING ,.,; DRIVE'AAY TO j RE'1('{N,_ / ) l 7 7 / FG=63.0 I I I I 1 <.? -63'0 I 1 il}\@FG=Bj o I RF-90 6 (~EG=Bi~) "' /BW=6{'5) I TOP OF . SLOPE >-/ I TW= 15 I BW=€1 ~- (? /BW=BJ.;5/ I ~ ) 93' I ~ :!1 / X LU /--"-'L..J-____ _ FG=63.5 HP=63 TG=62.8 2 / IE=61.2 0 TW=63.1 (BW@FG=62.2) / FL=63.0 V ,) FS=63.3 /i 1 ,.,; APN: 204-253-19-0Q_,_L_ / _J_ I ! I I LOT 16 BLOCKG MAP 1747 TW=63.5 (BW@FG=62.2) I I TW=62 71-- BW=611 8 613 ___,,-/ -IFS~.31 7 I (TW@EG=62 8) (BW=61.1) -64.0 I I w 0 (BW--61.1) : EXISTING __ j---Jt RETAINING 'AALL : TOREMAJN I EXISTING POWER ~ POLE TO REMAIN I ,, I )-J I X WAL LJ I'-_. --r- 1 TOE OF SLOPE =63.5 FS=64.0 TW=64.0 (BW--64.0) UT/LIT/ES ARE KNO'l>N TO EXIST IN THE AREA. INFORMATION SHOW/'I HEREON IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES UNKNOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF v.oRK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION ANO PLAN LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY Flt E NAME: J; \Active Jobs\2889 Rincon -Redwood\CIV!L \DRA\\ING\GRADING PLANS\2889-CV-GRAD-02-GRADING.dwg 0 FS=640 • 3 TG=63 cf. 'FS=63.1 ' IE=61.7 , • EXISTING ELECTRICAL VAULT TO REMAIN 8 --- ELECT REDWOOD AVENUE --+----, 2+00 -',-- -Wi L === -== 1 • --... ----,~~ ----28% ' (1.0%) ~-----vvJ,,p::-;:::_:::_ FS=63.3 -i 1.0% X -----= - )( FS=63.9 X _,,, G) G) G) (/) (/) (/) OE "' I EXISTING I EDGEQFcn PAVEMEN EXISTING DRY UT/LI ' BOX TO REMAIN I G) ' EX PO R POLE); REMAIN L 8 t XIST/NG 6" AC 'AATER MAIN PER DlM'.3 104-4 --- GAffflELD SI STA: 5+00 = -RrOAVE_: :7-~_.....,...,.._---_---__ _ ~ ---~w w --w,v, GARFIELD STA: 5+18.92 -20.8' RT INSTALL TYPE A CURB RAMP PER SDRSD G-27; • :::, I :::, :::, :::, SEE DETAIL SHEET 3 :::, GARFIELD STA: 5+25.99 -17.9:J' RT . . END CURB RETURN TC=63. 08 EX. FIRE FL=B2.5B HYDRANT TO REMAIN STA: 5+28.76 -17.9' RT BC 6" PCC CURB TC=63.09 FL=62.59 STA: 5+31.00 -18.4' RT EC 6" PCC CURB TC=63.10 FL=62.60 STA: 5+46.36 -7.0' LT EX. 'AATER SERVICE TO BE .l(,l'I0VtO .' STA: 5+33.19 -19.5' RT BC 6" PCC CURB TC=63.11 FL=62.61 STA: 5+35.42 -20. 'RT EC 6" PCC CURB TC=63.12 FL=6262 STA: 5+60.96 -1.6' RT EX. SEWER I ATERAL TOBE."-E,tl\ellEI) , . EX.POWER POLES TO REMAIN ' / EXISTING 6" AC 'AATER MAIN V PER OlM'.3 22,u; TO REMAIN :::, :::, EXISTING 8" VCP SEWER MAIN PER DV\G 124-6 TO REMAIN EXISTING 1" HP GAS MAIN PER DV\G 436-8 TO REMAIN STA: 6+16.84 -20.0' RT END 6" PCC CURB MATCH EX. IMPROVEMENTS (TC=63.4) (FL=629) CONSTRUCT/ON NOTES Cl) EXISTING SURVEY MONUMENT SHALL BE PROTECTED IN PLACE. MONUMENT SHALL BE REPLACED BY A LICENSED LAND SURVEYOR L'A-10 SHALL FILE A CORNER RECORD WITH THE COUNTY IF DISTURBED OR DESTROYED (D INSTALL 12" X 12" CATCH BASIN WITH SQUARE GRATE BY NOS OR APPROVED EQUAL ® INSTALL 6" CLEANOUT WITH TRAFFIC-RATED COVER PER SDRSD SC-01 TYPE '1 ' @) INSTALL 4" SEIM'R CLEANOUT WITH 12" CAST IRON GATE CAP PER CITY OF CARLSBAD S-6 @ CONSTRUCT 6" PCC CURB PER SDRSO G-1 @ INSTALL TRENCH RESURFACING WITH AC PAVEMENT PER CITY OF CARLSBAD GS-25 (!) INSTALL 1" DUAL DOMESTIC 'AATER SERVICE AND 1" METER WITH FIRE SPRINKLER SYSTEM PER CMOO WJA; INSTALL 1" BACKFLOW PREVENTION DEVICE PER CMOO W-20; MAX/MUM FLOW DEMAND IS 1.75 GPM (UNITS A&B), 5.50 GPM (UNIT C), 2.50 GPM (UNIT 0) WITH 84 PSI STATIC PRESSURE FOR ALL UNITS @ CONSTRUCT MASONRY RETAINING 'AALL PER SDRSO C-3 @ SAWCUTAC PAVEMENT; GRIND ANO OVERLAY @, INSTALL (2X) 3" PVC SIDE'AALK UNDER DRAIN PER SDRSD 0-27 (/J) CONSJRUCT PCC RIBBON GUTTER PER DETAIL SHEET 3 @ LIMIT OF 2" AC GR/NO AND OVERLAY @ CONSTRUCT STEM 'AALL PER SEPARATE ARCHITECTURAL PLAN @ CONSTRUCT 4" THICK PCC SIOE'AALK PER SOR SD G-7, REMOVE AND REPLACE EXISTING SIDE'AALK AS NECESSARY @) INSTALL SEWER MANHOLE PER CITY OF CARLSBAD S-1 @) CONSTRUCT 6" PCC CURB AND GUTTER PER SOR SD G-2 @ INSTALL 18"X18" GRATED INLET WITH CAST IRON GRATE BY NOS PART NO. 1813 OR APPROVED EQUAL @) INSTALL 4" AC PAVEMENT OVER 4" AB (MIN), SEE DETAIL SHEET 3 @) INSTALL 6" PCC DRIVEWAY OVER 8" AB (MIN) FOR HEAVY VEHICLE ACCESS OR 5" PCC DRIVE'AAY OVER 8" AB (MIN) FOR ALL OTHER VEHICLE ACCESS PER GEOTECH RECOMMENDATIONS @ APPROXIMATE TRENCH LOCATION FOR PRIVATE PvC 'AATER SERVICES TO EACH UNIT EASEMENTS OF RECORD (J) EXISTING EASMENT FOR PUBLIC UTILITIES TO SAN DIEGO CONSOLIDATED GAS & ELECTRIC COMPANY RECORDED ON JULY 10, 1923 BOOK 961, PAGE 3, OF DEEDS. EASEMENTS-PROPOSED IT] INDICATES PUBLIC ROAO'AAY AND PUBLIC UTILITY EASEMENT FOR REDIM'.JODAVENUE & GARFIELD STREET TO THE CITY OF CARLSBAD DEDICATED HEREON PER PARCEL MAP 2019-0003. ADDITIONAL SITE NOTES 1. ALL UTILITIES SHOW/'/ HEREON PER BESTAVAJLABLE RECORD INFORMATION. 2. ALL EXISTING ONSITE STRUCTURES TO BE DEMOLISHED UNLESS OTHERWISE NOTED. 3. ALL EXISTING ONSITE TREES TO BE REMOVED UNLESS OTHERWISE NOTED. 4. ALL ONSITE 'AATER, SEWER, ANO STORM DRAIN FACILITIES TO BE PRIVATELY MAINTAINED. 5. HARDSCAPE SHALL DRAIN A'AAY FROM PROPOSED STRUCTURES AT A MINIMUM OF 2.0% FOR 10 FEET, AND LANDSCAPE FORA MINIMUM OF 5.0% IN ACCORDANCE WITH THE 2016 CALIFORNIA BUILDING CODE SECTION 1804.4. ANY DEVIATION SHALL REQUIRE RECOMMENDATION FROM PROJECT GEO TECHNICAL ENGINEER 6. ONS/TE PRIVATE WATER UTILITIES AND FACILITIES SHOW/'/ HEREON FOR REFERENCE ONL r REFER TO PROJECT SEPARATE MEP PLAN FOR CONSTRUCTION. STREET TREE I SIGHT DISTANCE NOTE 1078 11081 X p L ~ ':o--,,-r.,,~,OG PATH FS=634 I ---·---·---t _J (/) W W --+-, W ---5~ STA: 6+21.05, -7.0' LT ALL PROPOSED STREET TREES IN PUBLIC RIGHT-OF-'AAY LOCATED WITHIN CALTRANS SIGHT DISTANCE TRIANGLES SHALL HAVE CLIPPINGS MAINTAINED A MINIMUM OF 6' ABOVE FINISHED SURFACE SO AS TO NOT IMPEDE VIEW CORRIDORS; REFER TO SEPARATE LANDSCAPE PLAN FOR STRfETTREELOCATIONSANDINFORMATION ' RF=88 3 LOT13 BLOCKG MAP 1747 PLAN VIEW -GRADING PLAN SCALE. 1" = 1 0' HORIZONTAL □ PUBLIC CURB DATA TABLE LINE LENGTH CHORD/BEARING RAD/US DELTA [TI 3.00' N 55'58'49" E - - [QI] 15.71' -10.0' ~ = 89'59'10" [g] 2.77' N 34'02'01" W - - lg] 2.31' -5.0' ~ = 26'31'12" [ll 2.45' N0r30'49"W - - [g] 2.31' -5.0' ~ = 26'31'12" [Ii] 81.42' N 34'02'01" W -- / 63 9 COMMENTS 6" PCC G-1 CURB 6" PCC G-1 CURB 6" PCC G-1 CURB 6" PCC G-1 CURB 6" PCC G-1 CURB 6" PCC G-1 CURB 6" PCC G-1 CURB • G) I ---------EXISTl1!'G PCC (/) ~ / CURB~ SIDE'AALK **PRIVATE WATER NOTE** ONSITE PRIVATE 'AATER UTILITIES AND FACILITIES SHOIAf/ HEREON FOR REFERENCE ONL r REFER TO PROJECT SEPARATE MEP PLAN FOR CONSTRUCT/ON. STATIONING NOTE CL STATIONING FOR RED'NOOD AVENUE PER DlM'.3 12,uJ; REDIM'.JOD AVENUE STA 1 + 73.78 AT INTERSECT/ON OF REOIM'.JOD ANO GARFIELD , TORElfAIN G) (/) G) EXISTING 'AATER SERVICE & METER TO REMAIN STA:6+41.70 -1.9'RT EXISTING SEWER MANHOLE (RIM=63.4) (IE=54.9±) 1--1 -~ 10 5 0 GRAPHIC SCALE : 1": 10' if-----1 10 20 30 PASCO LARET SUITER & ASSOC IATES CIVIL EH&INEEAING + LAND PL.ANNIN& + LAND 8URYEYINO 535 North HIP.war 101. Ste A, Solana Beach, CA 92075 ph 151.259.1212 I a 151.259.4112 I pl1ua11necrlq;.com RCE __ _ REVIEWED BY: INSPECTOR "AS BUILT" EXP. ___ _ DATE DATE t-----,f-----t------------i---f-----t---i----i I SH2EET I CITY OF CARLSBAD I SH E5ETS I ENGINEERING DEPARTMENT :::;G;::::R;::.AD:;:;IN~G,:;;::PLANS:;:::;:;;:;::FO;:;;:;R:;;=========:...:::=== DA it: INl11AL ENGINEER Of 'MlRK REVISION DESCRIPTION DA it: INl11AL OlHER APPROVA1• DAlt: INITIAL CITY APPROVAL REDWOOD BEACH HOMES 3861 GARFIELD STREET GR 2019-0010 PUD 2018-0009 CDP 2018-0044 APPROVE~ JASON SJ*T a TY ENGINEER RCE 63912 EXPIRES 9 30 20 DA TE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: =. MS 2018-0013 517 -1A RVWD BY: PLSA 2889-01 APN: Fi_ PROJECT -2=04--2=5J-0_2_ SITE INSTALL FENCE PER SEPARATE BUILDING PERMIT INSTALL FENCE AT PROPERTY LINE PER SEPARATE BUILDING PERMIT FG=64.1 (FG=64.1) I r STEMW'\LL I PERARCH UN/TD FF=64.2 PAD=63.5 ·----1 --11 1- --I DGPATH 1, ,-- I I ' I APPROXIMATE LINE OF EXISTING GRADE INS TALL 6" PVC DRAIN PIPE (PV[) SEC T/ONA-A NOTTO SCALE STEM W'\LL PER ARCH UN/T C FF=63.6 PAD=62.9 --, I I ' ' PROJECT SITE GARFIELD ST ROW ROW 1.4c.-.t r 20.0' 7i T I SlM!( ~~40' ::, "' jE ~ ..,~ 2% "' I ! ' EXISTING SIDEW'\LK ' ' . TO REMAIN PROPOSED 6" PCC CURB PER SDRSD G-1 SAv'.CUT EXISTING AC PAVEMENT; SEE DETAIL THIS SHEET . I -·"-·-·-- '--- APPROXIMATE LOCATION OF EXISTING 1" GAS MAIN PERLMG436-8 40.0' t I ' 1 ! EXISTINGAC PAVEMENT ~ VARIES APPROXIMATE LOCATION OF EXISTING 6" ACP W<1 TER MAIN PER D~ 436-8 APPROXIMATE LOCATION OF EXISTING 8" SE'M:R MAIN PERD~436-8 TYPICAL SECTION -GARFIELD STREET PROJECT SITE I RED=DAVE ROW 13'-I I SD~ 1 VARIES 32.0' VARIES 2% TYP NOTTO SCALE EXISTING AC PAVEMENT VARIES 2% TYP ROW VARIES EXISTING FENCE .-7·-" 1-·~ TO BE REMOVED '< - EXISTING SIDEW'\LK . . -.::: 0 TO REMAIN EXISTING 6" PCCCURB i ;-I I ' _____ \1 I ' -j__.v EXISTING PCC --~:::== , --.. ~~ __..-SIDEW<1LK -~L--...-,---_,_..-EXISTING 6" PCCCURB PROPOSED 8" PVC APPROXIMATE LOCATION OF APPROXIMATE LOCATION OF EXISTING 6" ACP ""'1TER MAIN PER lMG 436-8 SE'M:R MAIN EXISTING 4" HP GAS MAIN PERLMG 124-8 LIMIT OF 2" AC GRIND AND OVERLAY OF EXISTING PAVEMENT TYPICAL SECTION -REDWOOD AVENUE / MATCH EXISTING PCC SIDE'MLK "' FS=63h , ~I/STALL 6" PCC CURB / ".PER SDRSD G-1 '~ ~ ·, NOTTO SCALE FL=62.54 / l;l'- GARFIELD$TA: 5+18.92 •2.0.8 RT INSTAI: PE A CURB RAMP PER'SDRSD G-27; ,F5=6Z,55 l;I'- PED RAMP DETAIL -NE CURB RETURN NOT TO SCALE FlLE NAME: J: \Active Jobs\2889 Rincon -Redwood\C1"1L \DRAWlNG\GRADING PLANS\2889-CV-GRAD-03-SECTIONS.dwg / / - I I I I ROW PROJECT RED=DAVE SITE ROW 5. ' INSTALL FENCE AT PROPERTY LINE PER SEPARATE BUILDING PERMIT APN: 204-253-19-00 INSTALL FENCE PER SEPARATE BUILDING PERMIT 7W=64.0 1v\@FG=63. 5 /1v\@EG=62.0) ff. (EG=62.0) " 10.0' RYSB FG=63.5 FS=64.1 UN/TB FF=64.2 PAD=63.5 I - EXISTING PCC SIDEW'\LK /1v\@EG=62.0) ',j=.:=,----,,,__.,..«c:':==Etjs;:s=;;=s;~~ (TW=621)~ /BW@;!::~~l ·r-. l ,;------,..,...,..,..,. _______ "I DRAINAGE SWALE t:TI (j· ---·1 ~~c.L...l _I --! I : EXISTING RETAINING ""'1LL TO REMAIN -~---"-"" v::=-=f=-LJ.J.J.=l~ APPROXIMATE LINE OF EXISTING GRADE .,I I I e I I ,--' . Ii l==-\1 - FUTURE GARAGE 5.3' FS=FL + 0.1' II- CONSTRUCT MASONRY RETAINING W'\LL PER SDRSD C-3 25.2' 5.T ~ FL 5.0' C, "'1 I DRAINAGE SW'\LE; FL=63.0 SECTION 8-8 NOTTO SCALE 2.0' 3.0' FUTURE GARAGE CONSTRUCT 6" THICK PCC DRIVEWAY ~ I : -· FOR HEAVY VEHICLE ACCESS OR 5" . --+-c-'-·-- • .l-!APPROXIMATE LOCATION OF PRIVATE WATER SERVICE JOINT TRENCH APPROX. LOCATION OF JOINT DRY UTILITY TRENCH THICK PCC DRIVEW<1Y OTHERWISE INSTALL 4, PER GEOTECH RECOMMENDATIONS PVC PRNATE SE'M:RMAIN INSTALL 6" PVC PRIVATE STORM DRAIN; IE=61 .8 CONSTRUCT PCC RIBBON GUTTER PER DETAIL THIS SHEET APPROX. LOCATION PRIVATE GAS MAIN TYPICAL DETAIL -DRIVE AISLE NOTTO SCALE CONSTRUCT 4" THICK PCC SIDEW'\LK PER SORSD G-7 EXISTING ~ LANDSCAPE AREA I I '\... 2,5' 4.T -<,:J (FL=62.12) CONSTRUCT MODIFIED PCC DRIVEW<1Y APRON PER SDRSDG-14A (FL=61.75) O' 14.3% 2.5' • FS=62.58 ~ 6.0' • FS=62.18 ~ 2.0% 41 EXISTINGV J LANDSCAPE AREA CONSTRUCT 4" THICK PCC SIDEW'\LK PER SDRSD G-7 ~ p, I I ~ I ~ I ff. ~ ~ 6" PCC DRIVEW<1Y OVER 8" AB (MIIN) PER GEOTECH RECOMMENDATIONS 6" PCC CURB & GUTTER PER SDRSD G-2 TYPICAL DETAIL -MODIFIED G-14A DRIVEWAY APRON NOTTO SCALE _j SOIL SUBGRADE FG=PER _j PLAN APN. 204-253-19-00 INSTALL FENCE PER SEPARATE BUILDING PERMIT ff. 100' RYSB EXISTING BLOCK WALL TO BE REMOVED /TW=62.8! I UN/TA FF=63.6 PAD=62.9 1v\@FG=62.7 (BW@FS=61.4) (FS=61.4) EXISTING RETAINING ""'1LL TO REMAIN I _..L--,J_...).- ~ DRAINAGE SW<1LE, FL=62.4 FG=62.9 INSTALL 6" PVC STORM DRAIN PIPE APPROXIMATE LINE OF EXISITNG GRADE SECTION C-C NOTTO SCALE 3.0'MIN APN: 204-25J-02--0/J ff. I I SECTION 0-0 NOTTO SCALE 1078 11081 CONSTRUCT 6" THICK PCC DRIVEW4Y FOR HEAVY VEHICLE ACCESS OR 5" THICK PCC DRIVEW'\Y OTHERWISE PER GEOTECH RECOMMENDATIONS 1.0% -.J 2.0'MIN COLD PLANE AND OVERLAY (2" MIN. DEPTH) TO PROVIDE SMOOTH TRANSITION 7iW PER PLAN = TOP OF ""'1LLAT FINISHED SURFACE INSTALL 6" TYPE GPCCCURB PER SDRSD G-1 ~ . ..,. EXISTING AC PAVEMENT STRUCTURAL SECTION 4"AC OVER 4"CLASS I/AB OVER NATIVE SUBGRADE COMPACTED TO 95% REL COMP. EXTENDBASE SfE STREfT ,/•TE"'·' 6"BEHINDCURB S~(tT /. BW PER PLAN= BOTTOM OF WALL AT FINISHED GRADE 0.5' MIN COVER OVER FOOTING PER SDRSD C-8 (TYP.) TF= TOP OF FOOTING TYPICAL DETAIL -RETAINING WALL TYPICAL DETAIL-SAWCUTAC PAVEMENT NOTTO SCALE TSW=PER PLAN; STEM ""'1LL PER SEPARATE ARCH PLAN NOTTO SCALE 8" OF SUBGRADE PERGEOTECH RECOMMENDATIONS FF= PER PLAN PAD = PER PLAN '> '> PAD = PER PLAN '> SLAB THICKNESS AND SAND LAYER PER SEPARATE FOUNDATION PLANS TYPICAL DETAIL -STEM WALL NOTTO SCALE 30' 1.5' FS=FL + 0.1' 1.5' FL=PERPLAN FS=FL + 0.1' 6" THICK PCC DRIVEW<\Y FOR HEAVY VEHICLE ACCESS OR 5" THICK PCC FOR ALL OTHER VEHICLE ACCESS PER GEOTECH RECOMMENDATIONS SOIL ~-..::,,__ - SUBGRADE 3' WIDE, 6" THICK PCC RIBBON GUTTER TYPICAL DETAIL -RIBBON GUTTER NOTTO SCALE PASCO LAREY SUITER & ASSOCIATES CIVIL ENQINEERINQ + LAND PLANNING + LAND 8URYEY1NQ 535 North HJp.-..y 10 1, Ste A, Sola.na Beach, CA 92075 ph 151!1.259.1212 I & 158.259.4-112 I pl.auaglneert.na-com RCE __ _ REVIEWED BY: INSPECTOR "AS BU ILT" EXP. ___ _ DATE DATE 1-----1------+-------------+---+----+----+-----t I SH3EET I CITY OF CARLSBAD I SHE5ETS I ENGINEERING DEPARTMENT 1------t--+------------------1---+---t----+----t ;::G::;;;RAD::;::IN;;:::;::;,G.::P;:;:LAMl;::;::;::;::FO;;;R:;::::::=======:::::'...::::===: REDWOOD BEACH HOMES 3861 GARFIELD STREET PUD2018-0009 GR 2019-0010 CDP 2018-0044 APPROVED:~ JASON S. µLD~;T --~-1------------------~---~I E~-~~=~~~~~~B~ DA 1E INl11AL DA 1E INl11AL DAlE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DlHER APPROVAL CITY N'f'ROVAL CITY ENGINEER RCE 63912 EXPIRES 9 30 20 DA DWN BY: CHKD BY: .,-~ RVWD BY: Vi" PROJECT NO. MS 2018-0013 DRAWING NO. 517 -1A PLSA 2889-01 TIER 2 CITY STORM WArfER POLLUTION PREVENTION PLAN (rfIER 2 SWPPP) STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS EROSION CONTROL HYDROSEEDING. PLANTING AND IRRIGATION SHEET INDEX: OWNER/APPLICANT: 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL ~ SHEET 4: TIER 2 SWPPP TITLE SHEET NAME: KEVIN DUNN. RREG INVESTMENTS SERIES, UC SERIES 1035 THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCT/ON WORK (YEAR ROUND}. BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SHEETS.· TIER 2 SWPPP EROSION CONTROL PLAN ADDRESS: -3005 S. EL CAMINO REAL, SAN CLEMENTE CA 92672 SPECIF/CA T/ONS AND THE FOLLOWING: :.,::i,<-. TELEPHONE NO: (949) 631-3254 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT: KEVIN DUNN AT ~ APN . (TEL NO) (949i 438-5494 A HYDROSEED/NG SHALL BE APPLIED TO· <o 1 ALL SLOPES THAT ARE GRADED 6.1 (HORIZONTAL TO VERTICAL) OR 204-253-01-00 EMERGENCY CONTACT: 2 DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED STEEPER WHEN THEY ARE (j),A "r~<v NAME: KEVIN DUNN WITHOUT THE APPROVAL OF THE ENGINEER/NG INSPECTOR. a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBLIC SITE ADDRESS: WALL OR STREET. ADDRESS: -3005 S. EL CAMINO REAL, SAN CLEMENTE CA 92672 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER b. ALL SLOPES 4 FEET OR MORE IN HEIGHT 0+-3861 GARFIELD STREET TELEPHONE NO: -/949) 631-3254 TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. ~ \,, 0 :--,1<v CARLSBAD, CA 92008 2 AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE --0 "<'~ D "r 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE FOLLOWING CONDITIONS EXIST. 70 ~00 OWNER'S CERTIFICATION: REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERA T/ONS OR UNFORSEEN a. NOT SCHEDULED FOR IMPROVEMENIS (CONSTRUCTION OR AREA OF DISTURBANCE CIRCUMSTANCES WHICH MAY ARISE 0 ~<vQ ~ p\<v GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. fi I UNDERSTAND AND ACKNOWLEDGE THAT I MUST. /1) IMPLEMENT 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS s(. c,+-AREA OF DISTURBANCE 11036 S.F BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS HIGHLY VISIBLE TO THE PUBLIC 00 ~ 'r TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOB/LIZA TION OF CONDITION c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY -~"r~ (THIS AREA INCLUDES BUT IS NOT LIMITED TO POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM ENGINEER THAT WARRANTS /MME DIA TE TREATMENT ~ Q OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS WATER TO CONSTRUCTION RELATED POLLUTANTS; AND /2) ADHERE TO, AND 7~ '\'r . AND TEMPORARY DISTURBANCE SUCH AS VEHICLE 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE 1,, AT ALL TIMES, COMPLY WITH THIS CITY APPROVED TIER 2 CONSTRUCT/ON SWPPP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE <(5) AND EQUIPMENT STAGING AREAS, CONSTRUCTION THROUGHOUT THE DURATION OF THE CONSTRUCT/ON ACT/I/IT/ES UNTIL THE FOLLOWING CRITERIA WORKER FOOT TRAFFIC, SO/UGRAVEL PILES, UTILITY CONSTRUCT/ON WORK IS COMPLETE AND SIGNED OFF BY THE CITY OF CARLSBAD. 1. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING 1 ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE ~ TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) DAY WHEN FIVE /5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND <'.) KEVIN DUNN FOR AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. WATERING FROM QUICK COUPLERS/HOSE BIBS OR A ~ RREG INVESTMENTS SERIES, llC SERIES /035 CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER CONSTRUCTION THREAT: OWNER(S}I OWNER'S AGENT NAME (PRINT) DATE a ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE HEADS PROVIDING 100% COVERAGE. '7> 1/~ ~(ii_ . b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A ·, CONSTRUCT/ON THREAT TO STORM WATER QUALITY (CHECK BOX) 9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY CONVENTIONAL SYSTEM OF LOW PREC/PITA TION SPRINKLER HEADS INSTALLED THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. VICINITY MAP Gil HIGH □ MEDIUM OWNE~ 'S)I owtmfs AGENT NAME {SIGNATURE) PROVIDING 100% COVERAGE. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND N.TS. WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF 2 AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY DURING RAIN EVENTS. THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING Tl-IE 12. ADEQUATE BMPs TO CONTROL OFFS/TE SEDIMENT TRACKING MUST BE INSTALLED AND NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM Erosion Control Tracking Non-Storm Water Waste Management and Materials Sediment Control BMPs MAINTAINED. 3 /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE BMPs Control BMPs Managemenl BMPs Pollution Conlrol BMPs 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO OPTIMUM LEVEL FOR THE GRADING OF THE HYDROSEEDED GROWTH C: "' ~ PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, C: C: .,2 ~ ~ "' " .,2 .,2 ~ ii " C: ~ MUST BE STORED ONSITE AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL C HYDROSEEDJNG MIX SHALL CONSIST OF ALL OF THE FOLLOWING: ~ ~ 0, 0 "' " C: "' C: " " C .s 0, E C: E .2 ~ 0 2 2 .,2 .E 0 C: STAB/LIZA TION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPs ARE NOT CONSIDERED 1 SEED MIX SHALL CONSIST OF NO LESS THAN 0 ~ " .9-"' Q "' .',> ~ "' ·o "' E 0, ... "' ~ ~ ~ .s "-C, (' 0, -~ ~ a. 20 lbs PER ACRE OF ROSE CLOVER ~ Q C: "' -1' :s "' "' "' 0 c3° C: "' <D :a-TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT o~ 0, Q "' .s ,. c'i -~ Q ~ oc; t:: C: "' C: ... .2 ~-b. 20 lbs PER ACRE OF ZORRO FESCUE Best Management Practice' "' 0, ., . s 0 CQ :a-0 <D 0 ... <D C "' (n ~ C: 0, "' "' "' fO: 0 .s C, ... C, '" ~ o3 "' 0 -~ ~ o~ .2 ~ .s -'C .s E "' ·o "' ~ 7" "' "' C: "' C: C: :Siii "' iii 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW"WEATHER TRIGGERED"ACTION c. Jibs PER ACRE OF E SCHOOL CIA CALIFORNICA (BMP) Description ➔ 7" "' -'2 '"(n <n 0, "' 0, CQ 0 C: 0, C: C: a :::, ~ " <D "' <D <D 2 '" 0 ~.s ~~ C: C: -~ <D C, ~ <l.) " ~ Q cg ... 0 " '"' 0 " 0 ~~ "' E '" E E ~ 0, "" C: a en 0, a--0 0 "' <D PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF d. 4 lbs PER ACRE OF ACHILLEA MILLEFOLIA Q> ~ ::,, a °' a "' 0 C, '" 0, Q <D 0"' Ji " Q:: ~E 0 ~ ·" "' I... .S:1 en:,:; '" Q "" ct 2 0 '" ~ '" ... C: "' il 0 o3 ..c E :;J :::; Ci) -~ s: :a ~-S ·c.: 0, ·c: % 0, 12 0, 1: 0, 0 0, T//E SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT '" ·-2 .§ .x "' " C: 0 e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW) ~ " :S .s "' ~ " .Q 1:: :-c:;::,::, v~ .S;1 § "' 2 t, 0 O 0 U 0 ;'::'.O "'~ 0 Q " ~ <D J " --.Q 0 ~u ·s: ~ 0 "' 2::C IS DEFINED AS A 40% CHANCE OF RAIN fWTHIN A 5-DA Y NATIONAL WEATHER SERVICE Q) .~ ~ 0 '-0 0 ~ " <D 0 ... u C: 0 0 .2 O; .2 0 ~~ ~--iii '" ~o ~ 0 ·-C: " C: C: C: C: C: f 112 lb. PER ACRE IF DIMORPHOLECA ct w <D ~ 0 ... i7i ~ ~ 6 ~ 0 01 $ 0 ~ '-~g 0 0 ~ 0 ~ t}-8 c,O 0 0 0 0 O 0 :r: (:, Lua (f) (n Q_ <n -S (n Q:: Q_ :,.Q "' <n "' <n (n "' :r: ::,, C, ::,, (n ::,, FORECAST). ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST PROVIDE PROOF g. ITEMS c, cl, e, AND f OF THIS SUBSECTION MAY BE OMITTED ON OF THIS CAPABILITY VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL CASQA Designation ➔ "' ,,_ " 0:, 0, -C) "' " -"' "' ,,_ <n 'O 0:, 0, --"' ,,_ <n "' " 0:, --"' -0:, STRUCTURES. I I I I I I I I I I I I I I I I I I I J, I I I I I I I I 15 DEPLOYMENT OF PHYSICAL OR VEGETATION EROSION CONTROL BMPs MUST COMMENCE C, C, C, C, C, C, bi bi bi bi Lu Lu bi bi 13= 13= (n <n <n i i i i i i i i h ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A Construction Activity Lu Lu Lu Lu Lu Lu (n 1/) :a: < :a: < 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 NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY ✓ Grading/Soi/ Disturbance 7 ✓ 7 ✓ ✓ ✓ ✓ ✓ HAVE BEEN COMPLETED. DRILLING OR BROADCAS/NG BEFORE HYDROSEEDING. ,I Trench inn l[xcavation ✓ ✓ i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE S/ockoilina 16. THE AREA THAT CAN BE CLEARED, GRADED, AND LEFT EXPOSED ATONE TIME IS IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT LIMITED TO THE AMOUNT OF ACREAGE THAT THE CONTRACTOR CAN ADEQUATELY PROTECT OF FOOD AND AGRICULTURE CERT/FICA TION TAG ATTACHED TO, Drill inn IBorinn PRIOR TO A PREDICTED RAIN EVENT FOR LARGER SITES, GRADING SHOULD BE PHASED. OR PRINTED ON SAID CONTAINERS. (.,1 Concrete/Asphalt Sawculling ✓ ✓ ✓ ✓ IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT j NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE i✓ Concrete Flatwork ✓ ✓ ✓ ✓ ✓ ✓ ✓ ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR i✓ Pavinq ✓ ✓ ✓ ✓ ✓ ✓ IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. i✓ Conduit/Pioe Installation ✓ ✓ 2 TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS HAN 2000/bs PER Stucco/Mortar Work 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACT/VEL Y GRADED ACRE TYPE 6 MULCH (STRAW} MAY BE SUBSTITUTED, WHEN STRAW IS USED, ./ Waste Disoosol ✓ ✓ ✓ ✓ ✓ ✓ ✓ MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DAYS. THE ABILITY i✓ Slooinn !Lay Down Area ✓ ✓ ✓ TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS NOT SUFFICIENT BMPs NEED TO BE IT MUST BE ANCHORED TO THE SL OPE BY MEGHAN/CALLY PUNCHING NO LESS ✓ ✓ INSTALLED IN THESE AREAS THAN 50% IF THE STRAW INTO THE SOIL. [auioment Maintenance and Fuelinn / Hazardous Substance UselStarane ✓ ✓ ✓ ✓ ✓ 18. BMPs MUST BE STOCKPILED AT VAR/DUS LOCATION THROUGHOUT THE PROJECT SITE 3 FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFA TE, 16-20-0 Dewalerina THROUGHOUT THE YEAR WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE Sile Access Across Dirt WITHIN A THREE /3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED Blv!Ps MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN D AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING: Other (list): THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST FAILURE TO COMPLY WITH 1 ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A Instructions: THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER COMB/NATION OF 1. Check the bax to the left of all applicable construction activity (first column) expected to occur during construction. ENFORCEMENT ACTION a. TRACK WALKING SL OPES STEEPER THAN 6J 2. Located along the top of the BMP Table is o list of BMP's with it's corresponding California Stormwaler Quality Association (CASQA) designation number. Choose one 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY AND b. HARROWING AREAS 6.1 OR FLATTER TH.AT ARE SUFFICIENTLY or more BMPs you intend lo use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. PRIOR TO A FORECASTED RAIN EVENT OF GREATER THAN 50%, AND AFTER A RAIN EVENT FRIABLE J. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them lo the project. IN ADDITION. TREATMENT CONTROL BMPs MUST BE SERVICED AS NEEDED THROUG/-/OUT 2 AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING THE YEAR CONDITIONS EXIST- a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP 20 IF SELECTED BMP FAILS DURING A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED BIT NOT SATURATED SEED BED. OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO SO THE b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACH.ING FAILURE OF A BMP INDICATES /TWAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN W/-1/CH COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR IT WAS USED. REPAIRS AND REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP GROWTH. MEASURE IN PLACE. E HYDROSEED/NG AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH #''1 21. ALL CONSTRUCTION EMPLOYEES MUST BE TRAINED ON THE IMPORTANCE OF STORM UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE () ,;,\l. G l~i/, '1( WATER POLLUTION PREVENTION AND BMP MAINTENANCE. HYDROSEED/NG IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS 0' ..,_--, "'o 'k COMPLETED AND ALL BONDS RELEASED. c'.;~ Sc 2 ALL SLOPES SHALL HAVE /RR/GA TION INSTALLED AND BE STABILIZED, PLANTED § . 356 ~ a: Exp. 12/31 /20 "' AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT * * TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. .J'0J;; CI V \ \. <$;~ ':- WEATHER TRIGGERED 3. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFICIENT 'or c1-,1_1, ACTION PLAN COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER /, THE SLOPES SH.ALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MATTING MATERIAL APPROVED BY T/IE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO THE PUBLIC WORKS INSPECTOR. COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PASCO LARET SUITER PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% 4 LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT & ASSOCIATES YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. CIVIL ENGINEERING+ LAND PLANNING+ LAND SURVEYING NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL 535 North Highway 101, St-J A, Solana Beach, CA 512075 ph 858.259,8212 I fx 858.259.4812 I pllae.ngineerJ.ng.com THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL THE DEVELOPER ON A DAILY BASIS. IF PRECIP/TA TION IS PREDICTED (40% CHANCE OF COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING I SH~ET I CITY OF CARLSBAD I SH~ETS I RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED PLANS, LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PREC/PITA TION. REQUIRED FOR THIS PROJECT WORK ENGINEERING DEPARTMENT THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND GRADING PLANS FOR: SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST REDWOOD BEACH HOMES MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE AREAS THAT HAVE ALREADY 3861 GARFIELD STREET PUD 2018-0009 BEEf,j PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED GR 2019-0010 TIER 2 SWPPP TITLE CDP 2018-0044 VEGETATION STABILIZATION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PUfiPOSES OF "WEATHER Tfi/GGERED ACTION PLAN''. APPROVED~ ( } JASON¥ AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE A 1/A/LABLE FOR EXPIRES 9/30/20 S DA DEPLOYMENT OF "WEATHER .TRIGGERED BMPS''. CITY ENGINEER RCE 639~ DWN BY: BAK PROJECT NO. DRAWING NO. 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Cl). • • .-1 '. ~-v, I ~ °' u!'\7' ·-~ I 'I .• /, I 'f' V 'I//, /, / "P'A0'-£6'3"".5 ... /1~-. . ~ G) APN: 204-253•19-00 1 ~ 1L -f/ : 1 ,_ ~ , • 11 , -x w ~ ,., 1 ~ -' I ./-~ __L t cl . I ~Ff64 .2 I '; • • . t. . '1 . I ~ ----~ =' J '\ 64 l l ~ i - (J) : ! // r: ) I p ~[J)=63 c-5--t I V (~ • EX1s1',NG 1 C TORY Rf=~ ----' GI ~I ~ t ~ ;:I; ~ t m II ~-r_ r-1 o-=-:::-:__ I I V 7 7 / / 7 7 / '1 . . ' . 13,!ILD1N3 I ,, ,: -~ Of -!'.: ' ):ii,~ I r- rw-~2 7i -1'! □ oc: I [ ,... J\ , c....'.... I ( I / ,' ><. 64 3 ~-I o,; -: '. f o.• , I , 8;!1 1 ~ ~ ,::t~ol · GRASS -, o, ~ : , ; ;, _; ~, ~ ~) J •, .. ', . •, ·.I , • , . ~: . , .... -~ · I ' • "'r' I ·.. .. .. • r //'U,,/, ·. "(" r ,. r' .. ,1,,n •_du~ -" -" -.. ,, . :r: ,, T '' TJ : I :E Cl) G) Cl) GARAG~ : 1 l :'--, , ,;~-s·;L~ 'tl ,. ~~·---· , ~ · • ~ • , ·· , .•--~ ~ I ;:..,.r_~ G) w i /; , /1~ -. X 6~_'.l_-::--··----~1,~-=;:_:Jp63!! ~rJ'r:__ -~,---'~ )<_ 64 0 ' --,, V -+---X -X • ~ : t::~ W __ _,G)· W -+I W --s~ I l ~ -I ~ 7 7 / / 7 / 7 7 7 7 / 7 ? 7 7 7 7 ✓ / 7 7 7 / 7 7 7 ) ·7·T·r-r,., ,✓ h--;:: 63_~ t w DIRECTION OF FLOW I V' I EXISTING 2 STORY I ' i I · I ✓ BUILDING : / 6 I I APN:204-253-02-00 I I f -~ l GAAVEL BAGS WIDE I 1 GRAVEL BAG HIGH INLET OPENING DIRECTION OF FLOW GRAVEL BAGS ROW 2 & 3 -1 WIOE NOTE: 1. ALL PROVISIONS OF BMP DETAIL SE-10 SHALL BE APPLIED. STORM DRAIN INLET PROTECTION NO SCALE PER CASQA BMP FACT SHEET SE-10 PLAN VIEW -EROSION CONTROL PLAN SCALE: 1" = 10' HORIZONTAL RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY I j Tl/VO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED GRAVEL BAG DETAIL NO SCALE FILE NAMEc J• \AcUve Jobs\2889 Rincon -Redwood\C:1<1L \DRAWlNG\GRADING PLANS\2889-CV-GRAD-05-SWPPP.dwg (/) :'?: G) GRA \/EL BAG ROW SPACING TABLE GRADE INTERVAL LESS THAN 2" 100· 2% TO 4% 50' 4% TO 6% 40' 6% TO 8% 25' GRAVEL BAG CHEVRONS ND SCALE PLAN (SWPPP) 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. ---------___.-::::.--._...,.. _ /"' ~~ 3 ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 11111 l ii/ I ~~ j SILT FENCE NO SCALE 50'MIN. ------j I '.-Z'12~' ~ PROFILE EXISTING GROUND DRIVE AISLE 'Ml . 16'MIN T PLAN PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF· WAY STABILIZED CONSTRUCTION ENTRANCE NO SCALE GRAPHIC SCALE: 1" = 10' ,__j --,~ i i 10 5 0 10 20 30 LEGEND EC-5. SOIL BINDERS SE· 1, SILT FENCE SE-8, GRAVEL BAG TR-1, STABILIZED CONSTRUCTION ENTRANCE STREET SWEEPING AND VACUUMING PER SE-7 SCHEDULING PER EC-1 MATERIAL DELIVERY AND STORAGE PER WM-1 MATERIAL USE MANAGEMENT PER WM-2 STOCKPILE MANAGEMENT PER VrM-3 SPILL PREVENTION AND CONTROL PER VrM-4 SOLID WASTE MANAGEMENT PER VrM-5 HAZARDOUS WASTE MANAGEMENT PER VrM-8 CONCRETE WASTE MANAGEMENT PER WM-8 SANITARY I SEPTIC WASTE MANAGEMENT PER VrM-9 PAVING AND GRINDING OPERATIONS PER NS-3 VEHICLE AND EQUIPMENT CLEANING PER NS-8 SWPPPNOTES 107811081 QUANTITY ff + f + + + +I 210 SF □ □ ~ ~ I SCH I - c"" PG 380LF 150EA 1,000SF CJ INSTALL SILT FENCE PER CA BMP HANDBOOK FACT SHEET SE-1 ANO PER DETAIL THIS SHEET [!) APPLY SOIL BINDERS AS NEEDED PER CA BMP HANDBOOK FACT SHEET EC-5 ANO/OR 24 HOURS PRIOR TO FORECAST RAIN EVENT INSTALL STORM DRAIN INLET PROTECTION PER CA BMP HANDBOOK FACT SHEET SE-10AND PER DETAIL THIS SHEET INSTALL TEMPORARY STABILIZED CONSTRUCTION ENTRANCE PER DETAIL THIS SHEET INSTALL GRAVEL BAG BERM PER CA BMP HANDBOOK FACT SHEET SE-8. INSTALL GRAVEL BAG CHEVRONS PER CA BMP HANDBOOK FACT SHEET SE-4. PASCO LAREY SUITER & ASSOC IATE S CIVIL ENQINEERINCI + LAND PLANNING + LAND 8UftYEYING 555 North Hiah,,ray 101, Ste A, Solu.1 Beach, CA '2075 Dh 151.259.8211 I fx 151.259,4112 I pltaenpMriAJ,com t---1---t------------+---+---+---+----t I SH5EET I CITY OF CARLSBAD I SHE5ETS I ENGINEERING DEPARTMENT ~G~R;;:AD;:IN~G.=P;:LANS~~FO~R:;========='....=:===: GR 2019,0010 DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL D11£R N'PROVAL CITY APPROVAL DWN BY: CHKD BY: RVWD BY: REDWOOD BEACH HOMES 386 1 GARFIELD STREET TIER 2 SWPPP PROJECT NO. MS 2018-0013 PUD 2018-0009 CDP 2018,0044 DRAWING 0. 517 -1A PLSA 2889.()1 r I I I I • I I i i I I I i Ii • il I i i I I I I I ~ • i ii I I I I I I I I I I I d ' ' 7 l ,j I I I