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Home My WebLink AboutDWG 537-2A; CT 2019-0006; THE ROOSEVELT; 01-13110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 PH: 760-908-8745 ● info@civillandworks.com 4/4/2023 GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPlER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISlED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITlED TO THE CITY ENGINEER FOR APPROVAL 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICA 1E OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITlEE'S POLICY IN THE MINIMUM AMOUNT OF $2,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY l'IRITING THE POLICY MUST HAVE A RATING OF 'A " OR BETTER AND A SIZE CATEGORY OF CLASS YII OR BETTER AS ESTABLISHED BY •eESJS" KEY RATING GUIDE, 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIA 1E AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DA 1E OF THE IMPROVEMENT AGREEMENT. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOlED 1'11THIN THE REVISION BLOCK, ON THE APPROPRIA 1E SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SllE AT ALL TIMES DURING CONSTRUCTION. 12. l'IHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITlED BY A PROFESSIONAL ENGINEER OF THE STAlE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITlED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD lESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFlCATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STAlE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTIJRE FILL AREAS SHAILL BE CONSTRUClED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS AND THE "EARTHWORK SPECIFlCATIONS" ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITlED TO THE PROJECT INSPECTOR. 14. A PRECONSIBUCTION MEETING SHALL BE HELD PRIOR m THE BEGINNING OF WORK AND SHALL BE ATlENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, lESTING AND ALL OTHER ASPECTS OF THE WORK. THE CONTRACTOR WILL BE CONTAClED BY THE PROJECT INSPECTOR TO COORDINAlE A DAlE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CAWNG THE ENGINEERING 24--HOUR INSPECTION REQUEST LINE AT /760) 438 3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR m 2: 00 P.M, ON THE WORKING DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFlER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LAlER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAlE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROlECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE, THE PLAN SHALL BE PREPARED BY A REGISlERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITlED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED 'MTHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS 'MLL CEASE IMMEDIATELY. AND THE PERMITlEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITlEE HAS RECEIVED WRITlEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUClED ON THE SllE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTIJRE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIA lED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6:00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUClED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNlER.) 21. ALL OFF-SllE HAUL ROUlES SHALL BE SUBMITlED BY THE CONTRACTOR TO THE CITY INSPECTOR FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION, 22 IMPORT MA lERIAL SHALL BE OBTAINED FROM, AND WASlE MA TERI AL SHALL BE DEPOSllED AT, A SllE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUlES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY 1'11THIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFlCALL Y NOlED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WAlER IS NOT PERMITlED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIREClED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SllE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SllE APPROVED OF BY THE CITY ENGINEER. 27. ALL SLOPES SHALL BE IRRIGAlED, STABILIZED, PLANlED AND/OR HYDROSEEDED WITHIN lEN (10) DAYS OF THE TIME l'IHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. - 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 537-2L , AND/OR AS DIREClED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINAlE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRRIGATION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED 1'11TH PROPERLY COMPAClED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGIED 1'11TH CONCRElE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. THE EXISTENCE AND LOCATION OF UTILITY STRUCTIJRES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATlENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTIJRES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROlECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTIJRES NOT SHOWN. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SllE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTIJAL LOCATIONS ARE IN CONFLICT l'flTH THE PROPOSED WORK. 33. THE CONTRACTOR SHALL NOTIFY AFFEClED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINAlE THE WORK WITH A COMPANY REPRESENTATIVE. EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT _____ RA_N_D_OLF_C_H_ER_EWI_CK __ AT ~25J 345-2773 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. VICINITY MAP CITY OF OCEANSIDE HIGHWAY· 78 WORK TO BE DONE TIHE GRADING WORK SHAUL CONSIST OF THE CONSTIRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTIROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS AND REPORTS, AUL AS SHOWN OR REQUIRED ON TIHIS SET OF PLANS AND TIHE CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CllED ON TIHESE PLANS. TIHE GRADING WORK SHAUL BE PERFORMED IN ACCORDANCE WITIH TIHE FOLLOWING DOCUMENTS, CURRENT AT TIHE TIME OF CONSTIRUCTION, AS DIRECTED BY TIHE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS .3. THIS SET OF PLANS 4. RESOLUTION NO. 7405 DATED 2/3/21 UNDERGROUND SERVICE ALERT SDG&E 800 422-4133 800 411-7343 800 892-0123 760 438-7741 619 262-1122 760 434-2980 760 438-2722 760 633-2650 760 753-0155 760 7 44-0460 760 753-6466 3. FOR PROJECTS COVERED BY STA TE SWPPP /WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WA7ER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. PROJECT LOCATION CITY OF VISTA 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY---=G=-EO"-'C'-'O"-'N--'l'-'-N"'C. _______ _ DATED 4/8/19 AT&T TIME WARNER CABLE COX COMMUNICATIONS CITY OF CARLSBAD(STREETS & STORM DRAIN) *CITY OF CARLSBAD(SEWER, WA lER & RECLAIMED WA lER) *SAN DIEGUITO WATER DISTRICT *LEUCADIA WASlEWA TER DISTRICT *VALLECITOS WAlER DISTRICT *OLIVENHAIN WA lER DISTRICT *BUENA SANITATION DISTRICT • AS APPROPRIA 1E 34. PERMIT COMPLIANCE REQUIREMENTS: 760 726-1340 x1330 A. FOR CONTROLLED GRAPING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE lECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS l15.16.120 A.Bl CARLSBAD MUNICIPAL CODE. B. PRIOR TO FlNAL APPROVAL OF A GRADING PERMIT THE FOLLOWING REPORTS MUST BE SUBMITlED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR l15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLElE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETlER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUil T GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STAlEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FlELD AND LABORATORY lESTS AND PLOTlED lEST POINTS THE REPORT SHALL ALSO INCLUDE A STAlEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUil T GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFlER THE CITY ENGINEER'S APPROVAL. THESE PLANS MAY BE REQUIRED TO BE RESUBMITlED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 36. IN ACCORDANCE WITH THE CITY STORM WAlER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "SlENCILS" BE ADDED TO PROHIBIT WASlEWA lER DISCHARGE DOWNSTREAM. SlENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA \IE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN /S CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. (SHEETS 1-7, 13) FIRM: CIVIL LANDWORKS CORP. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION 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 A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPRO\IEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 6D DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA \IE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED 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 WATERING 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 IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: ADDRESS: 110 COPPERWOOD WAY, SUllE P CITY, STA TE: OCEANSIDE, CA 92058 _,,,:;==,.__ 1. SEED MIX SHALL CONSIST OF NO LESS THAN: TELEPHONE: 760-908-8745 / ' 'l~ESS10t,., a. 20 lbs. PER ACRE OF ROSE CLOVER ,_,.9. V . ~ b. 20 lbs. PER ACRE OF ZORRO FESCUE By, _____ u1V~b._, S'/4' 'I) l'_,.1'@,. c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA !:J ...-o j d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA 0 DAVID V. CARON DA TE: 2/2/23 S "' N co70066 :z ,., e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) "' o. "' f. 1 /2 lb. PER ACRE OF DIMORPHOLECA R.C.E. NO.:_C,,,0'-'-70,,,0,,,66,,__ ____ --,---,-------• EXP.09/30/24 • g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON REGISTRA TION EXP/RATION DA TE: ....:0:.::.9/c::3:.::.0/c::2:..:.4 ____ _ J'~ c Iv 1 \./ ..,&.'<-LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE le-0r C1'\.~G<'",,. FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. SOILS ENGINEER'S CERTIFICATE /, SHAWN WEEDON , A REGISTERED (CIVIL/ GEO TECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF FEBRUARY 21 , 20 18 AND APRIL 8 , 20.JL. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. SIGNED: AUL , G.E./P.E. NO.: ...,2a..<7L14L._ _________ _ DATE: LICENSE EXP/RATION DA TE: 6/30/2023 OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SO/LS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT /S SUBJECT TO A STATE- REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF /HE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. ~~ RANDOLF CHEREWICK, MANAGING MEMBER OF ROOSEVELT NINE LLC SOURCE OF TOPOGRAPHY 4 4 23 DATE TOPOGRAPHY SHOWN ON TIHESE PLANS WAS GENERAlED BY ~ELC SUR9'1:, METIHODS FlROM INFORMATION GA TIHERED ON 2/10/22 BY SAN DIEGO I AND SIIR\tf)'.ING & ENGINEERING INC TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT /S LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 2QJ 102 15 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS: N 2004 • 6224 ('.GCSB.Jl h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BAC7ERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WEmNG 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 THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF 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 BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. F. ALL SLOPES SHALL HA \IE /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. AN APPROVED EROSION CONTROL PRODUCT (RECP) SHALL BE INSTALLED PER EC-7 IF THIS REQUIREMENT CANNOT BE MET. JUTE, EXCELSIOR OR STRAW BLANKET IS UNACCEPTABLE. G. SHOULD GERM/NATION OF HYDROSEED FAIL TO PROVIDE EFFICIENT COVERAGE (NO LESS THAN 70%) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROVED RECP. JUTE, EXCELSIOR AND STRAW BLANKET IS UNACCEPTABLE. H. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE THE CITY ENGINEER OR CITY PLANNER. PACIFIC OCEAN NOT TO SCALE INDEX OF SHEETS TITILE ....................... SHEET 1 GRADING PLAN . . . . . . . . . . . . . . .SHEET 2 PRIVAlE UTILITY PLAN ............. SHEET 3 SECTIONS AND DETAILS ............ SHEET 4 PRIVAlE UTILITIES AND PROFlLE ........ SHEET 5 TIER 2 SWPPP . . . . . . . . . . . . . . . . .SHEET 6 EROSION CONTROL . . . . . . . . . . . . . . . SHEET 7 STIRUCTURAL WALL CALCS AND DETAILS. . .SHEET 8-12 SINGLE SHEET BMP ............... SHEET 13 LEGAL DESCRIPTION THE SOUTIHWESTIERL Y HALF OF LOT 40, EXCEPTING TIHEREFlROM THE NORTIHWESTIERLY 10.60 FEET OF TIHE SOUTIHWESTIERL Y 120.00 FEET THEREOF OF SEASIDE LANDS, IN TIHE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATIE OF CALIFORNIA, ACCORDING TO MAP TIHEREOF NO. 1722, FlLED IN TIHE OFlFICE OF TIHE COUNTY RECORDER OF SAN DIEGO COUNTY JULY 28, 1921. PROJECT ADDRESS 2690 ROOSEVELT STIREET, CARLSBAD, CA 92009 APN: 203-102-15 DEVELOPER NAME: RANDOLF CHEREWICK, MANAGING MEMBER OF ROOSEVELT NINE LLC ADDRESS: 2033 SAN EL/JO A \IE. SUITE 423 CARDIFF, CA 92007 PHONE NO.: (425) 345-2773 OWNER NAME: RANDOLF CHEREWICK ADDRESS: 2033 SAN EL/JO A VE. SUITE 423 CARDIFF, CA 92007 PHONE NO.: (425) 345-2773 REFERENCE DRAWINGS DWG # 118-9 EARTHWORK QUANTITIES CUT: 870 CY FILL: 0 CY IMPORT: n CY EXPORT: 870 CY TOTAL EXPORT: 870 CY REMEDIAL: 2. 124 r;y THESE QUANTITIES DO NOT INCLUDE ANY LOSSES DUE TO SHRINKAGE, SUBSIDENCE, OVEREXCAVATION, OR ANY SPECIAL REQUIREMENTS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT. THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY. ALL CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DElERMINATION OF EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID. GENERAlED DEPOSITS ARE NOT SUITABLE FOR REUSE AS SllE NEW FlLLS AND BACKFlLLS, AND SHOULD BE REMOVED AND EXPORlED FROM THE SllE. GOOD QUALITY SANDY GRANULAR (D.G.) SOILS SHOULD THEN BE IMPORlED AND USED AS NEW FILLS AND BACKFlLLS FOR COMPLETING REMEDIAL GRADING AND ACHIEVING FlNAL PAD GRADES. BENCHMARK DESCRIPTION: CITY OF CARLSBAD CONTROL MONUMENT NO. 130 LOCATION: 2.5" BRASS DISC ON SE CORNER OF DRAINAGE INLET IN NORTHEAST CORNER OF GRAND A \IE AND WASHINGTON ST ELEVATION: 40 910' DA WM: _,_N,..,,G'-'-VD""2""9'----- Civi l Dand wor ks 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. i1L~gRNIA COASTAL.S<JMMISSION DEVELOPMENT PERMIT CONDITIONS 9. ENVIRONMENTAL APPROVAL DOCUMENTS DA TED N/A 10. TIER II STORM WATER POLLUTION PREVENTION PLAN (PART OF THIS SET, SHEETS 6 & 7) 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY CIVIL LANDWORKS CORP. DA TED 1211 {22 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. ABANDONMENT NOTES PARTIALLY COMPLElED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE TIHE GRADING PERMIT MUST IMPLEMENT APPROPRIAlE ACCESS RESTIRICTION AND EROSION AND SEIDMENT CONTIROL MEASURES TO TIHE SATISFACTION OF TIHE CITY, INCLUDING BUT NOT LIMITIED TO TIHE FOLLOWING: 1. PERMANENTILY STABILIZE ALL SLOPES (>5%) -70% COVER WITIH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUAlE. 2. PERMANENTILY STABILIZE FlLAT AREAS (S:5%) -70% COVER WITIH WELL-ESTABLISHED, SUSTAINABUE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G. GRAVEL) IS CONSIDERED ADEQUATIE. 3. RESTIRICT ACCESS TO SITIE -COORDINAlE WITIH CITY STAFF TO DET4ERMINE APPROPRIATIE FENCING TYPE. 4. SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITlERING, AND TIRESPASSING ARE PROHIBllED. 5. TIRESPASS ENFORCEMENT AUTIHORIZA TION LETlER MUST BE SENT FlROM TIHE OWNER TO TIHE CITY OF CARLSBAD POLICE DEPARTMENT. 6. NOTARIZED AND RECORD AGAINST TIHE PROPERTY AN AGREEMENT SATING TIHAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND SIGN AGE, ADHERING TO TIHE FIRE PREVENTION ORDINATION, KEEPING TIHE SITIE FREE FlROM LITlER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING ANY ILUEGALLY DUMPED MATIERIALS AT TIHE SITE UNTIL TIHE PROPERTY IS DEVELOPED IN TIHE FUTURE. LEGEND ... :OESC~U''l'lON ..... . DWG,NQ. . .......... SYMBOL ..... QUANTITY. PROPERTY BOUNDARY LINE ADJOINER BOUNDARY LINE STREET CENlERLINE EASEMENT LINE EXISTING CONTOUR SPOT ELEVATION PROPOSED CONTOUR (MAJOR) PROPOSED CONTOUR (MINOR) RETAINING WALL STRUCTIJRAL CALCS SHEET 8-12 PVC STORM DRAIN (6" -12" PER PLAN) SEWER CLEANOUT PER SEPARAlE PERMIT 12" RCP STORM DRAIN 12·x12" / 1a·x1a· / 24"X24" NDS CATCH BASIN 10" NDS YARD INLET 6" NDS YARD INLET DRIVEWAY CONCRElE PAVIEMENT SORSD G-14A GEO REC/ SDRSD G-7 4" -6" PERFORATED PVC STORM DRAIN 6" CURB & O" FLUSH CURB SDRSO G-2 SllE WALL PER ARCHllECT PROPOSED BIOFlLTRATION BASIN (SEE TYP SECTIONS, SHEET 4) PERMEABLE PAVEMENT DEEPENED FOOTING LANDSCAPE (R.O.W.) ORCO PAVERS ---- ----100---- x FS=100.00 ---100--- ---100--- 0 P 12 17 72 Zt ZA 1 · · · · · · · · · ·1 . . . . . . . . . .. . . . .. . . . . . * ****** ~ STRUCTURAL (POST-CONSTRUCTIDH) BllP TABLE 70 CY 868 LF 11 EA 37 LF 8 EA 10 EA 9 EA 227 SF 1,077 SF 932 LF 81 LF 99 LF 396 SF 4,532 SF STORMWA TER REQUIREMENTS THAT APPLY: EXEMPT FROM EXEMPT FROM ~ STANDARD STORMWA TER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS TYPE DESCRIPTION OWNERSHIP BIOFIL TRA TION BASIN PRIVATE PERMEABLE PAVEMENT PRIVATE TOTAL LOT AREA =_,,0,_,.4-"'39"-'-A,,..,.C"-. _____ _ TOTAL DISTURBED AREA = _,,0,_,.4,.3,,_9 _,:;A,,_,. C"-. ___ _ (THIS AREA INCLUDES BUT IS NOT LIMITIED TO C>FF-SITIE WORK INCLUDING PUBLIC IMPROVEMENTS AND lEMPORARY DISTURBANCE SUCH AS VEHICUE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TIRAFFIC, SOIL/GRAVEL PILES, UTILITY TIRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS) TOTAL EXISTING IMPERVIOUS AREA = 3,816 S.F. TOTAL REPLACED IMPERVIOUS AREA -0 S.F. TOTAL PROPOSED IMPERVIOUS AREA -12,700 S.F. TRASH CAPTURE? H YDROMODIFICA TION? ~ YES NO eg YES NO MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY YES 2 SEMI-ANNUALLY YES 2 SEMI-ANNUALLY "AS BUil T" RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE f-----+-----------+---1-----1---+-----I I SHlEET I CITY OF CARLSBAD ~ ::=:::::::::::::::::::'...=::==::::E::N:;::Gl::::N::::EE::R::IN::G:::::::::D::::EP::A::R::TM::E::N::T==~l.B_J==3=::: 1--------1-----------------i-----l----l----l----l GRADING PLANS FOR: THE ROOSEVELT TITI • -I APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 /30 /24 DA 1E DA TE INITIAL DATE INITIAL RVWD BY: E t--1 E PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL CHKD BY: GO CT2019 0006 537 2A DocuSign Envelope ID: 107190A6-4F6B-4298-B1AF-225C54442CC2 4/19/2023 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 PH: 760-908-8745 ● info@civillandworks.com I I 11 11 I I 11 11 I I I I I I I I I I · I.; SMH " ,. RIM 39.21 ~,:c::;,---11 ·1 ~ I l IE 32•77 ( CJ \ LEmR OF PERMISSION TO ', :~ ,,.1 11 i l----Y . __ _ 0 ~:~6 :r ~~~E~rTZ 2669 MADISON ST " "'£ ]' ----------DATED 8-23-22 I 203-102-27 • -----.,...--- 25,----5o•~,1,-, --,,;s .1---25-,_-_-_-_-_-_:,.,. ..,.* -~_, '-•nou·GHT /RO'" r,rNCE LETT<:R-0t PERMISSION TO (40.89EX) TOP OF TEMPORARY -(~1.31EX) N 55"56'46" E 66,43' _ -. (42•50EX)~ -----1 · " / ,\ .. , " u ~ GRADE ON PROPERTY t EXCAVAllON I \ - -/q.3 20TW (42-51 EX) 'f I \ ffi 'f I i,i '-~ :o9 OWNED BY EDWARD AND -=---... -40.B9TW 43 20TW ---I BMP 3 I • · ----p 'l, ~ " "'11 ~ ~ I . /.. 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POWER POLE -" .\: lf9(a\ I\ \; ~Ha:1.2' ,Q ~ Ill 39·47FS . .1.. 38.80TG X. 39.60FG A 39·51 FG , f / / @ ~9.~;FG ' :-:.,140.92FS \ 41.0BFS !; · ' ) ,,-I_ 40.51FG / i 1 , 11 ' _ c~u WALL w/ l SOMH L P~OTECTINPLACE ~--1""2 8 ;==s; p...._,;,,i __ ..:-:;;a.5%..--, '-.,~ ___ .,_,_ _ 1_~ ,.. ___ ...,, ~,.B......,,,,.,,, _....-22", ~~-~s-.~ J '\_~40.42FG 1.0%. i ~ {7JITOBASIN'31 40_2oTG 1 ,1, :'~ToPoh~~8.R'li.ifi:NCE 1 RIM 38.82 ' \ ~ r\ I ~ r-s:· 39.22FS -·I=.· ~ = ,. ' -;_'~-" i40:19FG \ 41.12FS . -~ DEEPEN FOO~II NG . :. 110·:r -·, EXCAVAllO "- IE 36.54± "' "'1 I @--2 .. , l\ -39.28FS-. -,C . _,,r -". -38.97FG"" ~ • -"N -· Si? ~ ,,-"N ---1 " =-~ " i , " r.GARAGE B7 2 : , ss1 v ' \ ., , -·~--..::c-,J,,.. _o.., ,....,.,,,.,..,"=c..:.=.=-~cc-<-i'E=-~-__ -~-~40.16TG \S5?:i [ "\'. -I .~13·.··. 11 "-._ --~ I '' ' /, ~, / \/ 1.tl'; i . """"""I . l'i"""""'r"' 1-::! 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I 6 1!1 t CJ ~ .~· t .•. \ ' \ 40.50FS / \0::,/ ',, I I . I jl 1, "'I ( '~~ , i: •1 ~-V7":: ;.~-==z--1--·._,I· ~t ~ 39.93Fs-1. ~f-~ rr---f--'5"-" _ · • :,........""=-~,-=>--.. ." , , ., ·. · .... ·, : 1 . 2.~" ~ · / 11 41.13Fs . . ! i' iii.., 1-w w 0::: 1-- U) 1- _J w > w U) 0 0 0::: "' " 8 ' tr SMH m) RIM 38.80 / -~, IE 33.23 I \ \ I '--/ " CONSTRUCTION NOTES: I ~ I r,.· "' I ~ ~. • • .. ' • ~· =+~ ·-~ I l.. ~" \.OJ--.-... . ' . • " . . 39 91TG . 41.02FS L --·2.0f.' jl 11, \ (35-54EX) c;I ~9·2~s , · 11' ' '-"°i:8m ---· ·1 ~04\;'"/ "' 39·80FS lN . 40.04FS 1 . M~Nl 40.27FS 1 __ j j 40.43FS / / · /.· 41.02FS " / I 40.25TG i · 1 : I • " ·1·; I J ·' ~~~~1:" . r ~~g?1?. ~I . ~' ""·. / ~ ' ®" .~ // 1·. , .'. L-,,_--41.13Fs-/ _ _J 40.42FG ~! :! (43.BBExJ \ I •1'-'/~·,,,,..1K'-'-+-I~~~~-=--~ I . I __,,__t -. . -=-'==-~~~ ~ . 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FF=41.15 I 111 ': z I \ ','r,._ 1 1 "~-~ (7Y .!: ~. · 1 1 PAD=40.33 ~, A ·~·-· 1 ., , , , 4." , b@ -U!lDI c-~ 11GFF=39.8111r GFF=39.93,--1 ; 1 ~,.,., 1 OVERHANG 40•53TG 1 · ~ 11 GARAGE 83 1 / PAD=40.48 , f 1 : _____ _ _ I -,.I ":'..,_, .. , I 5_0• I 10 OVER~NG !TO BASIN 51 IPAD-_3914-1 PAD=39 26 1 \ 40.17FS 1 \ 40.58FS / 1 v '1 , ~~---41.15FS / 1 1 ! j °' 11 , LETTER OF PERMISSION > •:,. • I DEEPE;OOllNG I • 1 I • I I / ", .,, __ ~ r 11---" . I i TO GRADE ON PROPERTY I I "1 ,;J,; . SB ""I 11 ~ 39.45TG I I 11 GARAGE A2-1I I <,l RAGE C4-2 : : GARAGE C6-3' ® 1 .. ·.; '(JlTO BASIN 51 rl:~~ I 1i: !,\-(2) OWNED BY MADELINE ., ,;J; J• i ,,<1 :.,, .~ UNIT C1-1 • I u 11 I I /, I I FF=40.58 I 7 . · f 40.96FS / ,, ~ --= TREJO DATED 3-3-22 I I . ,~:-139.51TW ,r I i -11 FF=39.56 1 ~ 11 1 1 ___ FF=40.1B 1 : Gfl:=4-0.SB : y, 1 D 1 · , _ . , ... ~ 40_soHP _______ _ c:: I .PAD=39.91 4l.OOFS _J . ·. • 41.00FS / ,. " , : I • ~131 I L (3 _J L .-J '\ L PAD=39 51 _J A I / '\, ,Jl f I I T9 OF TEMPORARY I I ', ~ • -1"7 T!s-::37.50FG _,,,--_ - - - - - -_.__ - -,,,-~ - - - - - -40.40FG ,___. I 1, 40.40FG / / • 12.0% ·~1" ,.,[ &XCAVATION B : . ~~~&' ,.: 1· L r..r ,,..{4]BMP 1{ 86 SF uEEPEN"l'OOTIN.; L......-~ , GABA!iEL!lUILDING LIMIT / f ~I 40.00TG / ~ 1, •I' / ,, u v 1 11·:. I I· 1·1.tr, ~ 38.75TG / 71 10 BASIN 41 1 / 39.60FG • 40.00FG 39.BBHP _ 40.SBFS___J "'t 40_22FG 40.40FG 4o.5oFG 63);._j :! ·r· 40.40TG I "i ',q 33.70TF' ', I _t /. . \ 39.00TG , '10' r--.._ 40.18FS I/ 40.57FS ,-, , / /J7llTO BASIN 41 / /,--,--·--+;;;;;;;;;~~~ , , v I I 8' DEDICAllON _.\,, ', 39·58TW' I ,,: 39.87FS 40.00FS / 39•20FG .39.40FG \ ' ' {r 40.60FG //' 40.20TG J'-' ·l°;~ ii<t l: I ·/ HT!5 ~ < < I ~ 5J, "--.'-~.. ~-/ ,113) , ' ~ I ) II L I\ I . ' N 40.00FG~ C f /'-YL"-. ~="--'-'· '/ ",,® / ~ j . --.....>7'TT 41 11 LIMII,91'; Rifi~PYA / ~(38.94EX) ~ll/f: . 7i-~i -" .@_s;;: -0---1=39 91FS3t ~a.z1 ---________ Jt 39•51FG ~ ;::; ---J ·-~ -39 87FG= / ' r ~ ~2F.:."~ ~1-~~-=='" -rc---~-e::~_J~-t: (~FOR~e~Molli1~ENCS-- "' I I ' 9.57 1 1-:3~:9~rwh ~~ '=~~~ 41.01TW ~--3931FG ------rL''"' !' 9 • ,,, 43.10TW, 9 44.01TW ' . orip'{};,el[R J bl!!_CI, c.:'.·44 .. 92TW_ W/ EX. SIDEWALK --; (39.99EX) / 39.07TF 40.61 _ t21-39.4111:, 1 (41.01EX) · 39.60FG L 42 oorw·I-.L.-38.60TF 40.26FG .\. 39.82TF 43.7 40.52FG 40.36FG,= 2 ~ ,• 40.301f FlllCE... "' I H=l.O' " M• 1.0 41.65TW ' · 39.91FG ' ' H='f.5 l H=4 2' Y I 44. ["-;:::: n~"b I I -._ 37.90TF (41.65EX) 38,00TF ( 2 06E ) , • L • • . TOP OF TEMPO! ARY (44.0lEX) Cll/CRETE EXISllNG WALL TO REMAIN - "1 " H=3.8' I H=4.1' 4 . X N 55"57 05 E /186.f4 (43.10EX) EXCAVAllON ,::__'_ - . --- ---~ -• J.-.-I "' . ):z ~ 2718 ROO¥<VELT ST' ADJACENT PROPERTY _J I ~I 65 "' I -.. -203-102-19 I LEmR OF PERMISSION TO PLANTER BOX PROTECT IN PLACE r I I I " "' 1/ GRADE ON PROPERTY I I "' / I OWNED BY GARY JACKSON .. 0 1--+-c.,_--+------~ EXISllNG ADJACENT BUILDING DATED 5-17-22 I ,... J--I I lvv I "'>-------------/ I 1 -I I i ! ! , / -<", : Ir -J ! ! ABBREVIATION: EASEMENT DESCRIPTION: NOTE: SPECIAL NOTE: (D CONSTRUCT PERVIOUS PAVEMENT PER DETAIL SHEET 4 @ CONSTRUCT RETAINING WALL PER SHEET 8-12 EX EXISllNG FG FINISH GRADE FL FLOW LINE 0 SAN DIEGO GAS & ELECTRIC COMPANY, OWNER OF AN EASEMENT FOR PUBLIC UllLITIES AND INCIDENTAL PURPOSES, RECORDED JANUARY 13, 1966 AS INSTRUCMENT NO. 7470 OF OFFICIAL RECORDS. PLOffiD HEREON. 1. SEE SHEET 3 FOR UllLITY PLAN. 2. SEE SHEET 4 FOR SECllONS AND DETAILS. 3. FOR ALL IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY, SEE DWG NO. 537-2. 1. ELECTRICAL SERVICE IS TO BE VIA NEW UNDERGROUND LINE FROM NEW POWER POLE, PER SDG&E. 2. THE GROUND ADJACENT TO BUILDINGS SHOULD SLOPE AWAY AT A MINIMUM GRADIENT OF 2%. @ EXISllNG FREE STANDING CMU WALL WITH FENCE TO BE REMOVED. SEE NOTE 6 FOR ADDmONAL INFORMAllON G) CONSTRUCT BIOFILTRAllON BASIN, SEE DETAIL SHEET 4 @ CONSTRUCT FLUSH o• CURB ONLY PER SDRSD G-2 @ CONSTRUCT PCC PAVEMENT PER GEOTECHNICAL RECOMMENDAllON, 3,000 PSI, llHICKNESS = 6" (j) DOWNSPOUT LOCAllON PER ARCHITECTURAL BUILDING PERMIT @ INSTALL RIPRAP ENERGY DISSIPATER, SIZE: COBBLE STONE (2" -3"), L=2' W=2' @ CONSTRUCT MODIFIED BROW DITCH PER SDRSD D-75, TYPE A, WIDTH=6", DEPTH=6" @) SITE WALL PER ARCHITECTURAL PLAN FF FINISH FLOOR GFF GARAGE FINISH FLOOR HP HIGH POINT IE INLET ELEVAllON SB SETBACK TF TOP OF FOOllNG lW TOP OF WALL TG TOP OF GRATE ACP ASBESTOS CEMENT PIPE PSI POUNDS PER SQUARE INCH CITY OF CARLSBAD, A MUNICIPAL CORPORATION, OWNER OF AN EASEMENT FOR PUBLIC SIDEWALK AND INCIDENTAL PURPOSES, RECORDED OCTOBER 13, 1977 f.S INSTRUMENT NO. 77-420940 OF OFFICIAL RECORDS. 8' WIDE EASEMENT DEDICAllON ON FINAL MAP. SITE DATA: SITE AREAS: DISTURBED AREAS: 19,121 Sf 19,121 Sf 4. FOR ALL LANDSCAPE, SEE DWG. NO. 537-2L 5. THE EXISllNG EASEMENTS SHOWN ARE FROM A PRELIMINARY TITLE REPORT PREPARED BY CHICAGO llTLE COMPANY DATED AUGUST 26, 2021. 6. OWNER OF PROPERTY HAS COORDINATED WlllH ADJACENT PROPERTY OWNER TO THE EAST, 2687 MADISON STREET, TO REMOVE EXISllNG FENCE ON CMU RETAINING WALL ON 2587 MADISON STREET AND CONSTRUCT A NEW RETAINING WALL WITH FENCE ON TOP IN BETWEEN THE TWO PROPERllES. NO SHORING NEEDED ALONG THE EASTERN PROPERTY RETAINING WALL 7. VISIBILITY TRIANGLE AREA 7.5' X 7.5' PER MASTER PLAN VILLAGE & BARRIO 2.6.1.A.4 PER CLEAR ZONE. 8. NO STRUCTURES OR LANDSCAPE AT MATURITY OVER 3 FEET IN HEIGHT MAY BE LOCATED 'MTHIN THE VISIBILITY TRIANGLE AREAS. 9. EXTERIOR BUILDING FOOllNGS TO BE DEEPENED TO 30" WHEN ADJACENT TO PERVIOUS PAVEMENT PAllO. 3. STORM DRAIN PIPE TO BE 6" MIN. PRIVATE PVC, UNLESS NOTED OTHERl't1SE. REFER TO PLAN FOR PIPE SIZES. 4. RUNOFF FROM ROOFS TO BE PIPED TO BIOFILTRAllON BASINS FOR TREATMENT. 5. RUNOFF FROM IMPERMEABLE SURFACES TO BE DIRECTED TO LANDSCAPE AREAS PRIOR TO ENTERING THE BIOFIL TRA llON BASIN FOR TREATMENT. 6. ALL ONSITE DRAINAGE ASSOCIATED WITH THIS PROJECT INCLUDING BMP TREATMENT OF ROOFS RUNOFF AND PRIVATE HARDSCAPE AREAS 'MLL BE PRIVATELY MAINTAINED. 7. PRIOR TO CONSTRUCTION, CONTRACTOR TO DEMO EXISllNG RESIDENCE, FENCE, LANDSCAPING AND ALL OTHER ITEMS LOCATED WlllHIN THE LIMITS OF THE NEW DEVELOPMENT AS SHOWN HEREON, UNLESS OllHERWISE NOTED. 8. WATER PROOF MEMBRANE TO BE INSTALLED ALONG THE BUILDING FOOllNG AND RETAINING WALL FOOTING. TOP OF FENCE PROJECT SITE I X X s• I- TOP WALL, TW ___..L. __ I_ EEX>G_IS_TI_N_G GRADE, EX FINISHED GRADE. FG TOP OF FOOTING, TF ---~~--. WALL DRAIN TYPICAL WALL CALLOUT DETAIL N.T.S. "AS BU I LT" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE @ CONSTRUCT PCC PAVEMENT PER SDRSD G-4 @ DRIVEWAY CUTOFF WALL PER DETAIL SHEET 4 @ RETAINING WALL FOOTING PER STRUCTURAL PLAN 13 NO PART OF llHE FOOTING SHALL BE IN THE PUBLIC ROW EXISllNG IMPERVIOUS: EXISllNG PERVIOUS: PROPOSED IMPERVIOUS: PROPOSED BUILDING FOOTPRINT: 3,816 SF 15,305 SF 12,700 SF 12,295 SF 1,392 SF 5,029 SF 10. BUILDING WALL ADJACENT TO BIOFILTRAllON BASIN TO HAVE DEEPENED FOOTING AT MINIMUM 1 FOOT BELOW BMP BASIN AND WATERPROOFING MEMBRANE. SEE STRUCTURAL PLAN. 11. COMBINAllON RETAINING WALL/FENCES ON SITE ARE LIMITED TO A SIX-FOOT MAXIMUM. 12. EXCAVAllON FOR PROPOSED RETAINING WALL CAN BE UP TO 4.99 FEET VERllCALL Y, AND THEN 1: 1 OR LESS SLOPE DEPENDING ON FIELD CONDlllONS. 1-----------------------------1 w ci1r1N£R~G ~E¾A~T~~~AD 10 0 10 GRAPHIC SCALE SCALE: 1" = 10' 20 PROPOSED PERVIOUS LANDSCAPING: PROPOSED PERVIOUS PAVEMENT: PAD ELEVAllON TO BE CONFIRMED FROM APPROVED STRUCTURAL AND/OR GEOTECHNICAL RECOMMENDATIONS. CAUTION!! EXISllNG UNDERGROUND UTILmES AND FACILmES SHOWN ON llHESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMAllC PLANS. THESE PLANS MAY NOT REFLECT ALL EXISllNG UllLITIES, EXACT LOCATION AND DEPTH OF EXISTING UllLITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCAllONS OF ALL EXISllNG UllLITIES PRIOR TO START OF WORK, AND NOllFY ENGINEER OF WORK OF ANY DISCREPANCIES. ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLANS FOR: THE ROOSEVELT APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE RVWD BY: EfvlE CHKD BY: GO PROJECT NO. CT2019-0006 DRAWING NO. 537-2A DocuSign Envelope ID: 107190A6-4F6B-4298-B1AF-225C54442CC2 4/19/2023 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 PH: 760-908-8745 ● info@civillandworks.com SMH """"\. '" ,. RIM 39.21 / ~)-, I IE 32.77 I \.. \ LETTER OF PERMISSION TO GRADE ON PROPERTY OWNED BY STAN KATZ DATED 8-23-22 \ I) / 3 ....... __ / 0 50'....,,.----~s~----->-+I-++---< "' 2669 MADISON ST i--tt-t----H-25'-----i----+----25'----++++--i 'NROUGHT IRON FENCE LETTER OF PERMISSION TO 'f I f!'i 'l' 0 I . / g:~6 ~~ ~~:~~~ND • N 55•:~.~~:Q:-2:6.43' [ TOP OF TEMPORARY r '> ~ , "' ~ ~ I · JEANMARIE JARMOLO\lf1CZ VACANT LQJ ADJACENT PROPERTY • Hi )]] EXCAVATION ,,c\7 !7l :ie~-I -~~ 0 . ~ DATED 9-7-22 ~02'.=24 - - -£. LOT LINE - - - - - -L---~-=------~----=----;-4.1.L_~~~-=:--------::-::----~---/ ii'. 0 N .. 1 . )c I • · -_,_ --/fr SEE POMP VAULT & OUTLET BOX BELOW---3:/ IF--------------iff"v,:i 't-. ~ " / 0 • 1 · . ~,.i.. -l'>,WALL DRAIN TO CONNECT "'° TOP OF TEMPORARY\ '!:/o 1,11 r--==---=---!-=--==-,,..::. .1~-...... -~...,.-= . -----,-------7 li1ir111'1 •• -o. .., d \/ 'rn ~UMP PUMP WET WELL EXCAVATION • "' 1 " • = 1 1 40 20TG l , u ~ 't~ •--;=nr=-~~=---.-;:;:;;; ~ o, ,1 , , .... 41 75IE 1. 1 ; . 1A ""-.ii > ,. i /r.'3 [\ li'io L 3BBOTG 3930TG 2 39.70TG ;,; -, I tr+c=========c;==~ \ 42.50TG "2B"5I • I '39 •. irnE 'co " 0 r-<, 1:r =·~ !H l1BL . N 55"56'46" E 120.00' 'iB' . 1B I I I I . . 37 BOIE " -_.....I I I ' ---CMU WALL W/ 1 I . ·; '_ _ 1681"' _ ""'-31:_BOIE 1 _ 1=._ _ _ l!"f 38.301~\,, _ _ 38·70IE _".-., z :::ii.1:1 I I40.16TG . RETAINING WALL TOE ~ . . , I 3' WOOD FENCE : SD MH l......_ ~ 37.70IE ~ □ ---· -.. -. ----------------.=.-=-.. ~ 3810IE lB. ~ ,.__, ~1 JI :_~_'u7 -=~M~g~·:i ~I i i ;:~jA -~ :_ t-L~--~~-'=~~=-~ -37~~-E-I c---~rr~ lD --=:=c::_L=;;~B~-~r-= ---=~-; -~~ ~ -.Y. J{ .37:2~E ,,, Gt~Ai~R.iri1RAL ~ i1 ~01i ~!rrtt1' 8 ~ --------:le ~+ "' ...... ~ / -I, / ' \r.:;-;, -"-""'-'=.i "----l./ I ---~--~ \J . I I 11 ~ , , ----= = --F-37.201E • > '-... i /37.35IE ~ 6A "' '--~ J 38.06IE / 1:1 . H' ,,:-, " -----I . 7 i--..:-1!:,"--'=i=-RETAINING WALL TOE --~ . 40.20TG 1 A I c_ I '' -------( • . -rn/ PER STRUCTURAL 39.20IE .,, 1 · q I ,,:-.:-,:-,_ " ----:-,~1 ~ -:i.,/8 I· •~31.481E ===__.'----. ,/ -! ,,[]] L _________ _J I I 11, ',',:-, " I ~ 0 "T • • • ,e"'li: I =~ I -7 '1 --GARAGE A5-2-71 I GARAGE AB-3 7 -V .· ~ 3.5' I I ,,:-,, gj O , 37.85IE, 38.10TG '2BI5I UNIT A2-1 I I I FF=40.18 I I FF=40.58 I I ,, "• _J I 40.20TG ~ ',' ,. I · j 33.40IE I I I I I ,, I 39.20IE '·'.,:-,, I 3: ' ~Ii':---.. 39'.19TG 1A FF=39.56 I I I I I I ~ . I I J.o-, I ' ',,:-, 'I,, 0 I i . . ,, 38.lOIE I I I I I I ~I I , - - - - - - - - -7 39,04IE / I I ~I' I ').. b .,.. " : I . -' I GARAGE A2-1 I I I I I h ', 0 I ,: t' p I I ~ " GARAGE 89-3 I I . 1',:-, ;:!; /',,• 50' I ·y~,, I GFF=39931 ,,,-, 1 I ,,,-, 1 ~ I ·1 FF=41.13 II I 1i TOPOFTEMPORARY ~ '.:-.:-,, z O :.,f-. "1 SB w·• . . . I • I ( I I I ( I I l 139 91TG ~ '1 I, 1,..-EXCAVATION cONCRf)f PATIO SEE PUBLIC IMPROVEMENT "' ' , ' • , · · I I . . I I . . I I · 1 A · I 11'1 g~G'.~~~~~~JPLANS I ',,:-__'.:-,:-, I~;;: I~ l~J, .~ ;!:~~~28151 38_15IE ~-----J "qL_-:=====,J <1qLF-=:F"'--""""'.----=rJ 1 i38·96I E. RETAINl~GWALLTOE·~' LI Iii , ,. ,,:-,_ j , , 32.13IE-/ I a / . ~-----L-l -_,. • ,,· >---• ,,· >--I/ [. SD=38.77IE ,, PER STRUCTURAL /1 l'1li {33.01IE) _.; c... I ',~ -, tl. V ' .c,::.: "" ........ ~-·-... -. ~. ··5 ---:. T· ,_. ---,......-,; .,..,.. --. =----V -j SWR=35.89TP f1 : C. I i I 1111 ",-~)'/, "'1 I \~ I K~ - ---,--. ~ . . ,' V L _________ J 38.911E ,....._ :~ l'::·~~~G-OID ..... -1-.,.. 0 5~ 39,1dT_G '.I )""-i;i.~Xii.E mt . . . X SD=38.63IE --_l,,( -,, ~ 10...._"",_,,1 ...-1!,l,!I -~ ~ tn "' ~ '710IE '<r7 I -~----·--+--·-----------. SWR=36.33TP ,' .· . 91 -~~'--, <1q _J . ' I I 11 ~ 1· I I \ ;: . . --,v . I I In] I 11J, 3 ~ f PER\/IOUS PA I -~ NJ -• I 32 49IE y II , · UJ 'J 40.20TG f'.jA1 , ~ ~ .. SUBDRAI I o~ , • . . · . .J=7 -===--rvt-r 1,3r.2Qlf> L!!!I § ~ ~ 1-w w 0::: 1- (./) 1-_J w > w (./) 0 0 0::: "' 0 ' ! SMH ([) RIM 38.80 I -, IE 33.23 I \ \ I ....... _/ " STORM DRAIN NOTES: ·~-1" I ~~',,_;;;;;39;;;;;.10;,;:;;TG;;;;;.;28;;;5;,,;;;,;;;;;.:,;;;;;;;;,,;;;;;;;;,;;;.;;;;; I . ~ ·1 ~6=..-==I~. • -;=-6=~--........17 . ~ -;=-L......;....._==~.tl:j[' .. ~ : GFF=41.00 UNIT 83-1 II 111-1:-" 34.401E I 11 I I I I /~ ' I FF=41.15 3.5' I I I' I B ~-.;, ·-: :~ . I V I :GFF=39.81:: GFF=39.93 : ~ -I : : (' I : 2A ~9~;;~ : ~ ' I GARAGE 83-1 i I 1! i :,_,rn LETTER OF PERMISSION I ~1"":' ~ ~ -1 I 11 I "-.J I I "-.J I I V < I 39.BOIE . TO GRADE ON PROPERTY 0 • • • ~ 39 45TG I I 11 GARAGE A2-1 I I GARAGE C4 2 I I GARAGE C6 3 I p . I '6Al-. I I 1'1 I OWNED BY MADELINE I i1-:-~ ~-V. 38. 0 40IE lA UNIT C1-1 . I u 11 I I -I II FF=40.58-I , · . r I ~--~. :, r TREJO DATED 3-3-22 0 -'.":-. ' -/ 1',J . ~ FF=39.56 I ~ 11 I I FF=40.18 I I L/'. i----,__ • ,_ 0. _ 11 l I .i, '1 . . _J O I -11 I I I I I <1 · •F.~~c==..c=c.==-~~ SB ' 5 ---- A . • u . . <1 .,_ I ~ 11 I I I I 11=====1. I · 11 f /4 .- "'1 B'DEDICATION-~ ~_.,..'"I,~. i ~ 37.75IE / L __ e> __ JL _____ J L _________ _J L _________ _J • 1 ·· <7 11 ,l ~ V I ~ :· " ~-. Ii ·, ., ,: l 8 .;.;., I t-• • J 3a50TG '@ill 37.751E RETAINING WALL TOE co ~---' =~ r-.. 38_2~E / ::~~G 1s 1'l 18 40_2oTG j li. 1 I 40•4oTG .fiBl I . • ·: . . , •:, :t',. ., 33.BOIE ( ~ 37.75IE µA PERlsTRucrul RAL 3B.03IE 6A -I ~ 38.llE fl ~ \ ' fa 39.20IE \ ~ 11 Jll"r// 3B.62IE -I > " ~I>' ,,-· · 37.BBIE ---1----~ ' 1 · · 11 I/ I 1 ,. ' 4: -1=::-"--~ -. I-., . ..=!. --I \\ ----_' IE-------.\..... □ ( t ~ ~ l ~ /i 11 f V CMU WALL W/ , . ~ . . . . ~w = ~ __ ;~1:.: .=: .. ::::-::..--:::-:..: __ ~ ~-tJ~ _ _ _ _ _ _ _ -=-_ -, -_ ~-=-= ______ --=B-~ ~-r-~, .:,.J ,, J ,~, 9 3• WOOD FENCE \_. , ' ~-•sH • ·----=t=" -f-59.ooTG-18 ~ 't .:.-=-39_30T~18 --·39.som -----,-'39.74TG---..:~3a.291E -~ --=--,:rr0-~ ID ---""·1 --, ------°""1 ,:53 li---------p.-tt-[-:::i_i !J..:oi '> ~Losu E ;i f7l & 38.00IE \_ mo 3B.3otE'"'""' OF ROOF _3s;so~E 1A , 3s.10IE 1A s , • f\ PLAr-titlf' BRICK c~u WALL w/ I ,, . , ....:rGP Qf'. lEM~QRAR-r N--a557Qa ~ 1as..t4 --- - -~ 4J. 0~Fz::TE:MP0RARr ·'" h -5:...:l,'O.W. F.lliCL.., "' WALL DRAIN TO"COl-l pCT l!.QJ EXCAVATION 2718 ROOSEVELT ST EXCAVATION c"ot.cRElE Ir--'-------, I 1 1 TO SIDEWALK UNDERr A•~"' 203-1 /1 ✓ 1 ~----~ L _______ 11 l-....--t 1 ,. • 1 1 , / 1 LETTER OF PERMISSION TO r 1 1 I , GRADE ON PROPERTY I / I OWNED BY GARY JACKSON "-DATED 8-17-22 I I I I "'">---------------</ I I I I ,. I ,. I ,. 0 I EASEMENT DESCRIPTION: ~ INSTALL 6" NOS DRAIN OR EQUIVALENT O]I INSTALL 1 O" NOS DRAIN OR EQUIVALENT 0 SAN DIEGO GAS & ELECTRIC COMPANY, OWNER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JANUARY 13, 1966 AS INSTRUCMENT NO. 7470 OF OFFICIAL RECORDS. PLOTTED HEREON. FINAL BACKFILL ~ INSTALL 12"X12" NOS BASIN INLET OR EQUIVALENT ~ INSTALL 18"X18" NOS BASIN INLET OR EQUIVALENT [l] INSTALL 24"X24" NOS BASIN OUTLET BOX OR EQUIVALENT [I] INSTALL SD PUMP AND WET WELL, SEE DETAIL HEREON [[] INSTALL TRASH CAPTURE DEVICE INSERTS, MODEL 6HD1 BFTC-VC 18"X18" INLET INSERT ~ INSTALL 6" PVC SD Iii INSTALL 6" PVC SD, TO BE SLURRY ENCASED PER DETAIL HEREON ~ INSTALL 8" PVC SD ~ INSTALL 8" PVC SD, TO BE SLURRY ENCASED PER DETAIL HEREON [[] INSTALL 4" PERFORATED SCH 40 WALL DRAIN (ID INSTALL 6" PERFORATED SD PIPE [j]] WALL DRAIN TO CONNECT TO STORM DRAIN NOTE: CITY OF CARLSBAD, A MUNICIPAL CORPORATION, OWNER OF AN EASEMENT FOR PUBLIC SIDEWALK AND INCIDENTAL PURPOSES, RECORDED OCTOBER 13, 1977 AS INSTRUMENT NO. 77-420940 OF OFFICIAL RECORDS. 8' WIDE EASEMENT DEDICATION ON FlNAL MAP. 1. SEE SHEET 2 FOR GRADING DRAINAGE. 2. SEE SHEET 4 FOR SECTIONS AND DETAILS. 3. FOR ALL IMPROVEMENTS IN PUBLIC RIGHT-OF-WAY, SEE DWG NO. 537-2. 4. STORM DRAIN UNDER RETAINING WALL AND/OR BUILDING SURCHARGE TO BE 2-SACK SLURRY ENCASED ALL AROUND OR GRAVEL WRAPPED \lf1TH MIRAFl FILTER FABRIC. 5. SUBGRADE FROM PERVIOUS PAVEMENT TO BE SLOPE MIN. 5% AWAY FROM BUILDING. 6. PERVIOUS PAVEMENT SUBDRAIN TO CONNECT TO SITE STORM DRAIN SYSTEM. 4"MIN 4"MIN NOTE: NEW PVC OR DI PIPE i'--r-:0:-c. ,--. -,---#cc-i (SEE NOTES BELOW) o. ·o • o . . •O 4"MIN 1. POLYETHYLENE ENCASE NEW DI PIPE, BEFORE CONCRETE ENCASEMENT. 2. D = DIAMETER OF PIPE 3. INSTALL PIPE ENCASEMENT WHERE PIPE IS RUNNING SHALLOW OR AT UNLINED STORM DRAIN CROSSING. I 39.17FS A 37.70IE (OUT) IF STORM PUMP Q100 = 1.665 CFS 37.50IE (IN) 39.21FS PUMP VAULT & OUTLET BOX DETAIL ACCESS HATCH SPILLWAY, 38.30 IE PROPOSED GRADE 39.20 FS • SCALE: 1" = 5' OPEN GRATE 39.10 FS PROPOSED BOTTOMLESS OUTLET BOX 8" PVC SO OUTLET IE OU 38.30 GRAVITY FLOW TO CURB INLET 37.70 IE (OUT) JENSEN PRECAST CONCRETE INLET OR EQUIVALENT DUAL HYDRAULIC PUMP MOOEL 3888D4 GCULDS PUMP 2 HP 350 GPM OR EQUIVALENT 30. 70 IE (IN) 38.30 IE (OUT) "' ~-+- ONE-WAY FLAP TO PREVENT BACKFLOW FROM THE STREET 3/4" GRAVEL 37.lOFG 6" PVC SD 36.20 IE (IN) 8" PVC SD 31.10 IE (IN) BOTTOM OF BOX 30.20 FS PUMP VAULT & NDS OUTLET BOX SECTION A-A NTS PUMP NOTE: 1. BOTH PUMPS ARE DESIGNED TO RUN AT VARIABLE SPEEDS TO ACCOUNT LOW AND HIGH FLOWS. ACCESS HATCH 39.10 FS FORCE PIPE AND SPILLWAY 38.30 IE 8" PVC SD OUTLET GRAVITY FLOW TO CURB INLET 37.70 IE OUT INCLUDE ONE-WAY FLAP TO PREVENT BACKFLOW FROM THE STREET OPEN BOTTOM 37.10 FG 24"X24" NDS OUTLET BOX "AS BUil T" RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR DATE DATE 7. WALL DRAINS SHALL BE CONNECTED TO PRIVATE STORM DRAIN SYSTEM AND/OR DISCHARGE TO CURB AND GUTTER SHOWN HEREON. PIPE CONCRETE ENCASEMENT 1-----+--------------------------1 w c11X1N£RtG ~E¾A~k~~AD ~ ~ .. -1,,,, ~ 0 Q -z. No.C070066 EXP.09/30/24 CJy\\. 10 0 10 GRAPHIC SCALE SCALE: 1"= 10' 20 NTS CAUTION!! EXISTING UNDERGROUND UTILmES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. 1--------+----------------1-----+--+----1---t GRADING PLANS FOR: THE ROOSEVELT JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DA TE DA TE INITIAL DATE INITIAL RVWD BY: Et,,1E PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL CHKD BY: GO CT2019-0006 537-2A DocuSign Envelope ID: 107190A6-4F6B-4298-B1AF-225C54442CC2 4/19/2023 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 PH: 760-908-8745 ● info@civillandworks.com 60 D_O_SE~ELJ-5IliEET It 50 R' .5 5 DEDICATION -•. >->-<( ~ -.._ 0 I ~ ~ >-:,: -1 1's I ~I EX. SURFACE \ .._ ~I r END CON , Rm DRIVEWAY & SIDEWALK ~I fil I BEGIN PE MEABLE DRIVEWAY FLO.w.JJNLOL= V) "' "" 0 40 30 25 0+75 C!> EXISTING AC PAVEMENT f\ EXISTING GRADE ~ Ir 1.3.9%) I --,q I \_ EXISTING CURB AND GUTTER (' I I I 1+00 PROPOSED DRIVEWAY (3,3,Zl \_ 8" VCP SEWER MAIN PER DWG. 118 9 \ F 0.. V, 0 X Ir .... 0.. ' ~ I I I I I ______,.,..- CONCRETE Dlv1DER STRIP I I 1.0% 2+00 SECTION: X-X HOR.: 1"=10' VERT: 1"=5' 60 ...---------""'T"---------,----------""'T"---------,----------...... ---------,-----------, i-----28.0'----,-- :.: ~ ;,: ~ !5! :::, 50 1------------+------------<-----------+-1-~·1~u~-~~,_-,...,.---~1·~'-t----------+----------t------------i Cc ~ u.J / ~~ !5! ~ ~ ~ ~ ir ~ EX. STRUCTURE 1------------+------------<-----------+-l-<.l -~ 0 i/2 I( is• ~ o I( 203-102-19 / :::: ~ ~ ~ r EX. SURFACE / 5-:,-+--.-----------,../-,-~ ·~ ~ ~ PROPOSED STRUCTURE , J:5' A . 41.88 "W , PROPOSED STRUCTURE o.. "-~ o.. 1 Q' 1.2'...---// WITH WATERPROOFING LINER 1'11TH WATERPROOFING I/INER \ 0.5' 1 60 50 1------------+----=40><,,.,.,,39,,_TWLll..1-_\.=-.-3_·0 ~ 1-DEEeENED-EOOJING-T0-3n" // _1 .0 ~ I\ ~EEeENED_EOOIINLI L30" / . _ ,,, 6' 1'11D1 DRAINAGE DITCH 6" , ,n, ,I , FF 40,18 __,----+-J -"'",--ff 40.18 1 \ 2.0% 1~41.a'E°G-- 40 40.39EG_,.-J . .... ' . 'm 'flfl,r~,;='.~~~~~~~~~ /~•i····m· ~l-JnL..1 "'---L:;:i/ ~4~.9'~A~X -;;;;VE:;;;RTI;C~AL~C:;;:UT;:-----i 40 4.9' MAX VERTICAL CUT __,/ L ~L PERv10US PAVEMENT 1 ~ '--PERv10US PAVE ENT _/ / ~ ~ w / 6' PERv1~US 1---------"-'-"'---+-C::..:.'-"'-'~=-,_,_~-/;1. ·~t'-'-c+-'-=.:.:.:.::.::.::_c:.:.:.=.:_:__----f-\l__JU ____ /,'-0-0-1D·---t"--\--------;;;;,_;=,c;;;r,=,--/--; _,_ A\/Et.tENf-SUBDRAl .i----------1 38.00TIF---, "-, SL.OPE. 5% AWAY. FR.m,1 BUILDING }' / t\ '-5• PVC so SLOPE 5% AWAY~_/\ 04" PERF •RATED WALL DRAIN 6' PERv10US I X '\.... 6" PVC SD 6" PVC SD . \ FROM B ILDING / I/ 38 OOTIF AVEMENT SUBDRAIN / \ TO-BI0"1bTRAIION-BMfl.2 \ • ~-D\/1' s u o,_ __ /4_\_~·---· --+-----------1 1------------;f-'-'C=~=~-~, -r--\·\-'\_,--1-1 V I \_ • BIOFILTRATION ~ASIN / \\ I I c 6" PVC SD 6 FIRE 1 1 SURCHARG• / \ TO SUMP PUMP 6" ,EWER 2" 1 ATER : PROJECTI~ ~-l ___ \.c.o.-----+-----------1 ' 6" ERFORATED _J -1" IRRIC ATION PIPE I 30L---------..I..---------...J....--------....L.----------'-----------'------------"------------' 30 0+75 1+00 2+00 2+50 R/W 6" MIN. FREEBOARD FG PER PLAN CIP WALL PER STRUCTURAL DESIGN SHEETS 8-12 //"<(~ 18" ENGINEERED SOIL''~~~~LI 4" WASHED PEA GRAVE FILTER COURSE 3/4" GRAVE • J" DRAIN TO PRIVATE ONSITE STORM SYSTEM 6" PVC SD THROUGH BASIN WALL DOWNSPOUT TO BASIN WHERE APPLICABLE INSTALL RIP-RAP AS NECESSARY 6" OUTLET PIPE PROPOSED BUILDING WHERE APPUCABLE 6" PERFORATED PIPE CONNECT TO BASIN OUTLET BIOFILTRATION BASIN DETAIL ID# BMP-1 BMP-2 BMP-3 BMP-4 BMP-5 BMP-7 SECTION: Y-Y HOR.: 1"=10' VERT: 1"=5' BMP TYPE BIOFILTRATION (BF-1) BIOFILTRATION (BF-1) BIOFIL TRATION (BF-1) BIOFILTRATION (BF-1) BIOFILTRATION (BF-1) PERv10US PAVEMENT TABLE ORIFICE AREA(SF) DIA (IN) 89 1.5 50 1.5 82 2 86 1.5 89 2 3,223 N/A RISER HEIGHT "X" (IN) 12 12 12 15 12 N/A GRAVEL DEPTH "y" (IN) 26 26 26 26 26 N/A ADS FLEXSTORM PURE FULL TRASH CAPTURE INSERTS OR EQUIVALENT FG PER PLAN TG PER PLAN ' 50 40 30 0+75 6" OUTLET PIPE \ NTS ORIFICE PLATE: MIN SQUARE DIMENSIONS 1.0 FT. GREATER THAN PIPE DIA. HOT-DIP GALVANIZED PLATE AFTER HOLES HAVE BEEN DRILLED 6' PERFORATED PIPE CONNECT TO BASIN OUTLET CAUTION!! EXISTING UNDERGROUND UTILmES AND FACILITIES SHOWN ON THESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE PLANS t.tAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. 'll V. C' 'I. ,f No.C070066 MIN. 6" INFLOW PIPE I ,--,----,:;io L d" .HlllE;_ ( X. <( ::,a =:=i= ORIFICE PLATE & FLANGE CONNECTION TO CONCRETE SHALL BE FITTED 1'11TH 30 DUROMETER NEOPRENE RING. 0 ORIFICE DIAMETER (DIA) FLOW CONTROL ORIFICE PLATE N.T.S. ORIFICE PLATE SEE ORIFICE DIAMETER IN BMP TABLE 18"X18 11 BASIN INLET NTS ~ V) .._ O> .,., g -PRO I >-~ v / , 10' 0 .... v / ...J (D <( . ::,a PROPOSED RETAINING W~,U. -\ Ir .... I/ WITH FENCING 0.. 'I. .... / ~ V) 0 I/ 0.. / !? o..· V / PROPOSED STRUCTURE 0 I z v \ .... / 2.3% I/ FF=41.13 / 2.0% - I SOTO ~ OSED SURFACE 6' PVC BIOFIL TRA TION BASIN 3+00 I( 50 44.27TW\ I EX. SURFACE i\ ~ ~~ o.5' I -r-EX. STRUCTURE -a.-9 . ~.27EG ~ -I PROPOSED S RUCTURE ' I f-----".Q%--' FF=41.15 MIN. ~G' ----~ I 4.9' MAX VERTICAL CUT 40 "!J<_ . '-4" PERFORATED WALL DRAIN PROPOSED SURF ACE -' I ~A\ ~6 PVC SD 1:1 SURCHA GE / \ TO BE 2 SA ;KS SLURRY ENCASED \ PER DETAIL SHEET 3 , RO~[C' 0,. I \ 1+00 30 1+50 SECTION: Z-Z HOR.: 1"=10' VERT: 1"=5' #4 0 18" o.c. -Ur--BOTH WAYS ':,, X 1""7= I <C r CONCRETE DIVIDER STRIP CONCRETE DRIVEWAY 2% NTS CONCRETE Dlv1DER STRIP PERMEABLE PAVEt.tENT DRIVEWAY NOTE: PAVEt.tENT SECTION MAY VARY DUE TO SOILS ENGINEER'S RECOt.tMENDA TIONS AND 'R' TEST VALUES IN THE FIELD DRIVEWAY CUTOFF WALL DETAIL NTS I( -1:-7' 1/ ) n/ l.1-43.81TI ~· -'I'3:81L - iJ L l ~I'= 1.-t.40.44FG I 4.9 ' --4" p '-39.9411F 60 50 EXISTING CMU WALL TO BE REMOVED • NO-SHORING-Nomm. SEE NOTE 6 ON SHEET 2. - MAX VERTICAL CUT 40 RFORA TED WALL DRAIN 30 25 3+75 BUILDING~ DEEPENED FOOTING WITH WATERPROOFING PER EABLE WAI.J(.WAY CIP WALL PER STRUCTURAL DESIGN SHEET 9 6" l't1DE DRAINAGE DITCH ~~. ADJACENT GRADE 1" LEVELING BED 6' PERFORATED SUBDRAIN /4' GRAVEL PERMEABLE WALKWAY SECTION BUILDING~ DEEPENED FOOTING l't1TH WATERPROOFING NTS 2% PERMEABLE WALKWAY r CONCRETE Dlv1DER STRIP I ~ ADJACENT GRADE \ \\ 111,..f Ti\,:::: - 1" LEVELING BED 6' PERFORATED SUBDRAIN 6" OF 3/4" GRAVEL PERMEABLE WALKWAY SECTION NTS NOTE: 1. PERVIOUS PAVEMENT TO INCLUDE SUBGRADE SLOPED AT 5% AWAY FROM BUILDING, AND 6" PERFORATED SUBDRAIN WRAPPED IN 3/4" GRAVEL, TO CONNECT TO PRIVATE STORM SYSTEM. "AS BU I LT" RCE ___ EXP, ___ _ DATIE REVIEWED BY: INSPECTOR DATIE ~ CITY OF CARLSBAD 1------+----------------t----t--+---t---, L..!...J ENGINEERING DEPARTMENT 1------+----------------+----+--+---i----1 DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL GRADING PLANS FOR: THE ROOSEVELT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE RVWD BY: EIVIE CHKD BY: GO PROJECT NO. CT2019-0006 DRAWING NO. 537-2A DocuSign Envelope ID: 107190A6-4F6B-4298-B1AF-225C54442CC2 4/19/2023 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 PH: 760-908-8745 ● info@civillandworks.com 40 30 0+75 <i. OF ROOSE ELT ST. OLD R/W NEW R/W i-8'- 33' STA: 1 +34.44 39.27RIM . .I __/ ----------£,,-.,, I EX. SEWER MH ~ - I PRIVATE SEWER CLEAi ~ EX. 6" ACP WATER I I STA: 1 +36.4• 33.731E -PRIVATE 6" I 6" SEWER LATERAL ~ ! l S-2% I l EX. 8" SEWER MAIN ~ I"-... 9" MIN. / ~STA:1+36.4· _SJA:-1.¾.00.00 ----3"2-:-94TP 33.0llE './ 8" PVC SD STA: 1+34r44 33.6 1 91E --V EXISTING SURFACE -STA:2+64 34 40.94RIM ---/ PROPOSED SURFACE· ....... ---__,,,,------\ --------6° PERFORATED SD ~ IE-39.10 v-2" WATER / SEWE CLEANOUT 31>1' MIN. IRRIGATION WATER -36" IN. ,. ""'=J _ ~ 36" Ml . FIRE WATER ~ 1"--WkTE~ 12· t, . 1" WATER~ ,-' If OUT ,-- T 12" MIN. I 6" SEr<R CATERAl \ "} I I I) 24" Ml . I S 1.5% 111 \ I -SIA:.U.6.L8l 35.611E SEWER 1111 STA,2+17.98 SEWER LATERAL STA: 2+16.84 34.~51E STA: 2+59.83 34.941E STA:1+78.24 STA:1+79.41 SEWER LATERAL SEIi :R LATERAL 35.581E 34.371E SEWER LATERA 34.361E-SEWER LATERAL STA:2+42.30 SEWER LATERAL 35.321E STA: 2+50.62 SEWER-LAIERA1 \ 35.'4<1-li:. SEWER LATERAL STA: 2+43.93 \._35.341E SEWER LATERAL 40 EASEMENT DESCRIPTION: 0 SAN DIEGO GAS & ELECTRIC COMPANY, OWNER OF AN EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, RECORDED JANUARY 13, 1966 AS INSTRUCMENT NO. 7470 OF OFFICIAL RECORDS. PLOTTED HEREON. CITY OF CARLSBAD, A MUNICIPAL CORPORATION, OWNER OF AN EASEMENT FOR PUBLIC SIDEWALK AND INCIDENTAL PURPOSES, RECORDED OCTOBER 13, 1977 AS INSTRUMENT NO. 77-420940 OF OFFICIAL RECORDS. 8' WIDE EASEMENT DEDICATION ON FINAL MAP. PRIVATE UTILITY NOTES: (FOR REFERENCE ONLY, PER SEPARATE BUILDING PERMIT) (j) TRAFFIC RATED SEWER CLEANOUT PER coc S-6 @ 6" DR35, ASTM D3034 PVC SEWER MAIN @ 2• BACKFILOW PREVENTER PER IMPROVEMENT PLAN @ DOUBLE DETECTOR CHECK VALVE (WILKINS 450DA) PER IMPROVEMENT PLAN @) 1.5" LANDSCAPE WATER SERVICE SCHED. 80 ASTM 01785 PVC @ 2" DOMESTIC WATER SERVICE SCHED. 80 ASTM D1785 PVC @ 6" PRIVATE FIRE SERVICE C-900 CLASS 200 PVC @) STANDPIPE NOTE: PRIVATE ON-SITE WATER, FIRE, AND SEWER LINES ARE PER SEPARATE BUILDING PERMIT. SHOWN HERE FOR REFERENCE ONLY. 1+00 2+00 PROFILE: PRIVATE SEWER 3+ 30 00 HOR.: 1"=10' VERT: 1"=2' --..,..,,=~ - -=="'-- - - -==~ --:::,., ,r ------------ 1 t;:-~ ~:::.....:-~--------:i.a ---\,,--; ~ - - --.--T. I II 'I, .... ,J, ' :I J _e--'ll--w-=-,;-="··_-~Sw JF~"""'~'"""""""'"""'~- . -j I !1 ! j q' : :=2-----. ~: W :1 I • GARAG4E1 8137-2 : :r rf . I ·~ FF-• I : I • fl : PROPOSED BUILDING WHERE APPLICABLE FS PER PLAN <] }:2,_0;,Y/ , CONCRETE-=-'iD~I ;t;DER STRIP 1' MIN. BELOW FULL PERIIIOUS PAVEMENT SECTION. 2'-6" MAX PERMEABLE PAVEMENT DRIVEWAY ORCO PAYERS, CASCADA OR EQUIVALENT THICKNESS=3.125 IN. 1" TO 2" LEVELING BED 4" CHOKER COURSE 12" OF 3/4" GRAVEL 'v ; 1//\1/,::\1/,(_Y, .. ~"--' CONCRETE DIVIDER STRIP 1' MIN. BELOW FULL PERVIOUS PAVEMENT SECTION. 2'-6" MAX PROPOSED BUILDING \\1-IERE APPLICABLE I • I -~ I ·,:--, ---. r =I U)t--ii I • I'. ~ , I I-----. ,, i 1., ~ • -,-,-,...rs-, - - - - - - - - -_J -, ' " -J • ·I • I ' Ji -7 I --GARAGE AB-3 -7 rr I .. r-' r ~ '37 40IE' . ----...,,_ ---::::::~~---;~ UNIT A2-1 i I i--GARAGE-A5-2 -7 II FF=40.58 : : ·1 I I c,y ~ : :-.. · . ___j 6" SCH40 PVC PERFORATED PIPE W/ WASHED 3/4" GRAVEL WRAPPED IN FILTER FABRIC (MIRAFI 140N OR EQUIVALENT) 3" GRAVEL UNDER PIPE DRAIN '' ,. 0 I -= ,· II II II FF=40.18 II I I '1 • .. I ,:::-,, I I · I : FF=39.56 L ~ ',:::-,, I I 1~1 'l ~ I I I I II l,s\-lJI _@b 7 rlw -w,-w---------7 ',::::.,_ 0 :-..=n_::-71 j , --J, I GARAGE A2-11 I I '!Y' Jl':'c; 1 -, • .;. _ , GARAGE 89-3 I PERMEABLE DRIVEWAY SECTION NTS I 'r:::-:::-:::-, v i/ 15.0' i 1-rq : GFF=39.93: (1 : : (1 : : l :, • I I q FF=41.13 : SEE PUBLIC IMPROVEMENT > --I .. I I I " I f1l V, ----:::;:_,_ 0 I SB : I I • I I ' ' I I . I II 1 ·1 I I ti!4 II g~-M~~?13~~i PLANS '::::::::::::;:, • ~ IL. I fl q_1/ l--~-~--® CI\ (;) ~36.2DIE ~ "q ~ q ~ 37.101E LI~ q ~ -q ~ 37.4DIE LJ;, • ! • sDi38.771, •~ -/~7.4DIE : 18"X18" NDS BASIN INLET FG=40.10 PERMEABLE PAVEMENT DRIVEWAY 6" MIN. FREEBOARD 1-w w O:::'. 1- (J) 1- _J w > w (J) 0 0 O:::'. "' " ~ '.:"~ I fb\,,0 +.JdTj-t"~~=\'j ~-~ 1 . 1-,-· ';:I> -~ -r -1-,----· 9' , . --l ~ I~ ~ ~--~ --~-~ I 6" MIN. FREEBOARD FS PER PLAN ;o ORCO PAYERS, CASCADA OR EQUIVALENT THICKNESS=3.125 IN. 1" TO 2" LEVELING BED 4" CHOKER COURSE 12" OF 3/4" GRAVEL 18"X18" NDS BASIN INLET FG=40.40 PROPOSED BUILDING WHERE APPLICABLE s - s _J ,. '-,~3 ~-, 9 ~ ~I l ~r I s - s -1!;0-5 _s's1·0" 5 -~I 3:.3~; ;7-'2'-----t.c.c-_-_-~.---::.1 ~2-+o;;;-·o----;·~34=_9='41..:,,~.t./·~ ... ~~~~~IEi· 5J·~35~321E/ .v; '-41~0 ~.581E' -; 40.95RI~ - - - - - - -_J p::~(Efp~~~~~~ "1 I SWR=33.731E ' I j-. ~ • w" .. ~D=38.631E -v/ 35.341E.. • \ '···y5,651E '-Y' ----...,,_ 1/ Y, Y, Y, _ I SD=32.94TP • -~ 13 14 ,. • SWR=36.33TP :,.. • I I 35.611E ,,. "q ___j //'«'..~'%-t~~ 0 1 1 I '1• !~_-w---_-w------.---,_r_W ____ --t,----i_--::-w-j~w---_-w---r w -::-"-'1--IW'o"---• W -I 1--W --W -W -w -t w-:f, WI--' -j J 12' STORMWATER PONDING'°:S'<-<~%~~,~~~~1>01::1~ I '1/~v' b=-<ci l:;:c=f'"--..Ji~1/ ' 12" STORMWATER PONDING I W W • w -w -'"lw --1-~ w -w -w -1---•~ nw 18' ENGINEERED SOIL -r I w -w -w -w ,--w -w -w ,. W --· ~ '" 1 . ·. _ II 4" FILTER COURSE "'1· ·11 ~:=\-11-TII 1; w -w -w -w -w -~ w -w ,(1.) r, ~,-; w ~ -w ~15w, _,. ~. -,--lw -w ~ ! . ~ ,..J___../ 22· OF 3/4" GRAVEL l-l¥~tfJy ~WR ~i~CTURAL DESIGN PER STRUCTURA~po~f~ 'J / -" Y,5) '' 7 SHEETS 8-12 SHEETS 8-12 f . 'v{®'~r,;: ._;-~~.~-"-;,;:-+:=-•,,,-~ ~i--·--:,t~ __ -w~~-___:__~_---1_.J ,,~-'%w-, ~ ~ ~a:"\-b [~ 37.3DIE : UNIT83-1 6"PERFORATEDPIPE 6~·sg~~~;i~ERFORATEDPIPE CONNE~;~~R~~~~TEgu:~ 1---• -• , I• -~ c ... li; I 36.20IE -~=--I 37.101E __,: I 37.50IE /-=-'I •1 '-I GFF=41.QQ I FF=41,15 CONNECT TO BASIN OUTILET W/ WASHED 3/4' GRAVEL WRAPPED il--• -• 11-""t:~ 1 · • -:i ' '-.... I 11 I I q .,. I I -' I IN FILTER FABRIC 6" OUTILET PIPE t--•-/R\ ·1 ""~ IGFF=39.8111GFF=39.931 (~11 I\ 11 1-." ·1 GARAGE83-1 (MIRAFl140NOREQUIVALENT) \::./ -~1· ...... I I i ® I 11 I "-J I II "-J I I . d . ' I 3" GRAVEL UNDER PIPE DRAIN IOFIL TRA TION BASIN 18" ENGINEERED SOIL 4" FILTER COURSE 22" OF 3/4" GRAVEL ii I_ I ' I I I I I I ' I • I -r-i tr . ' ; I 1 11 GARAGE A2-11 I GARAGE C4-2 I I GARAGE C6-3 I · I NOTE: PAVEMENT SECTION MAY VARY DUE TO SOILS ENGINEERS I -" I I -I I I fF 40 58 I -I RECOMMENDATIONS AND 'R' TEST VALUES IN THE FIELD ~-----------------. ,. ~I I I: ,-1 ~ q UNIT c1-1 • 1 ~ II I FF=40.18 1 1 = ' I Ll~ ----. "AS BUil T" j "' 1 ~. -~ I . <l ~ 0 FF=39.56 : ~ : : : : I 1 1 : " 'F..'-=-==---=-----~ PERMEABLE DRIVEWAY SECTION A I : "I ------. J I)<-I < I I I I I NTS ,. 8'DEDICATION 1•1 ~/ II 55~• :.~~, / L __ C!> __ JL _____ J L _________ _J L _________ _J f/1 1 ~"-~~ I RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE l-----------1f------------t--t-----t--i--------1 fsHFil CITY OF CARLS BAD ~ ENGINEERING DEPARTMENT OfESS/ '-> V. C' .,._, .,,,, "' 0 Q -z_ No.C070066 EXP.09/30/24 c,v11. 10 O 10 GRAPHIC SCALE SCALE: 1"= 10' 20 CAUTION!! EXISTING UNDERGROUND UTILmES AND FACILITIES SHOWN ON TIHESE PLANS HAVE BEEN OBTAINED FROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. THESE PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING UTILITIES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. ENGINEER OF WORK DA TE INITIAL DATE INITIAL REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL GRADING PLANS FOR: THE ROOSEVELT ENGINEERING MANAGER RVWD BY: Etv1E CHKD BY: GO RCE 63912 EXPIRES 9 30 24 DA TIE PROJECT NO. CT2019-0006 DRAWING NO. 537-2A DocuSign Envelope ID: 107190A6-4F6B-4298-B1AF-225C54442CC2 4/19/2023 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 PH: 760-908-8745 ● info@civillandworks.com VICINITY MAP STORM WATER POLLUTION PREVENTION NOTES GENERAL SITE MANAGEMENT REQUIREMENTS TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) CITY OF OCEANSIDE HIGHWAY 78 THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND). I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT.· OWNER RANDOi £ CHERFWICK AT (TEL.NO.) ( 425) 345-2773 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 PUBUC 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. Z ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBAB/UTY 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 HAVE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS. UNFINISHED ROADS. AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUfflCIENT 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 TO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES. MUST BE STORED ONS/TE. 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 ADEQUATELY PROTECT PRIOR TO A PREDICTED RAIN EVENT. FOR LARGER SITES. GRADING SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION AND SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COMPLETED, BUT ARE NOT ACTIVELY BEING WORKED BEFORE ADDITIONAL GRADING IS ALLOWED TO PROCEED, AT THE DISCRETION OF THE CITY INSPECTOR. 1Z 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 DA l'S. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS lJfll SUfflCIENT. 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 RESVLT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED WEEKLY 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 ALTERNATE AS SOON AS IT IS SAFE TO DO SO. THE FAILURE OF A BMP INDICATES IT WAS NOT ADEQUATE 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 TRIGGEREDACTIONPLAN 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 FORECASTED, 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 HA VE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STAB/LIZA TION OR ESTABLISHED VEGETATION STABIUZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN~ AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS~ Civi l ~and wor ks EROSION CONTROL HYDROSEEDING, PLANTING AND /RR/GA TION I. 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: I {HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBUC 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 DA l'S OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHL Y VISIBLE TO THE PUBUC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B HYDROSEEDING AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1 ALL SLOPES THAT ARE GRADED 6: I OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL Sl'STEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL Sl'STEM 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 SVBMIT 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 Sl'STEM. 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. 3/bs PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs PER ACRE OF ACHILLEA MILLEFOL/A e. 3/bs PER ACRE OF AL l'SSUM {CARPET OF SNOW} l 1/2 lb. PER ACRE IF 0/MORPHOLECA 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 BROADCAS/NG BEFORE HYDROSEEDING. L ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOX/C WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2 TYPE I 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% SVLPHUR APPLIED A T 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/NA TION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1. b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUfflCIENTL 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 CO VER/NG SALINE SOILS TO PRO VIDEO 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} DA l'S OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 3. SHOULD GERMINATION 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 MATTING MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPUSHED 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 OR 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 Best Management Practice* (BMP) Description ➔ CASQA Designation ➔ Construction Activity X Grodina /Soll Disturbance Trenchina/txcavation X Stockoilina Dril/inn/Borina X Concrete/Asohalt Sawcuttina X Concrete Ratwork Pavina Conduit/f'ipe Installation Stucco/Mortar Work X Waste Disposal X Staaina/Lav Down Area Eauipment Maintenance and Fuelina Hazardous Substance Use/Storaae Dewaterinq Site Access Across Dirt Other (list): Instructions: C: .!;i -..... 0 o-., C: 0, .e ~ -§! 0, ~-£ .,- Cl) -!2 ct~ "' I ~ 0, i ., ., 0 ~ :c: Erosion Control BMPs .fl 0 :::i; ,, ., C: ., ~ 0, "o .s; I ., ~ ., ., V, ., ,lo,., "" -c:, 0, >< -c: " ., ,, --.s: 0 0 t:; e c'.!l i L,J c:, ..,.r-...co O> I I I I ~ ~ ~ ~ ., .s; ~ ~ c:, ., C: ,! is-vj -&, ---I ~ ~ X Sediment Control BMPs Tracking Control BMPs ,, § -!:=: "' 1 -!!! 8-., .s; .£ co &} ~ ~ .s; ., 0, t"' e c: -& cll !ii c:, (/) -5 0, o-2 -§ " -.§ ~ ~ 1 ., ::, ~ ~] ,, ., e ~ " ~ .s e <lil cS ~ (!j vi§ "'Cl. -~ -~ --" " .5 .5 ., ., ., C: ., C: 8~ 8 0, i~ ,, " ., " :i::~ ~ :It ·-,, "8 ~ il" vi~ en .s ..., ... "' <o " 00 c:, --"' ~ ~ ~ ~ ~ ~ ~ I I I!: I!: X X X X X Non-Storm Water Waste Management and Materials Management BMPs Po/lufion Control BMPs -~ ---!ii ,, !ii 0, " E § ,, -~ .s; ·[ ~ § ,, ,9, 2 --~ 'S-i ~ 0, ; " C: ., ., " -(.!j § .!;i i-., -2 ~ 3l --o-.,__ ,, ., i ,, :::i; ~ ., C: C: 3:: !ii iii 8~ C: c:, ::, -" ~I § C: " 0, ., i~ 2~ E ,ll i 0., i "" ~-~ ..... ~ .,,-~-5 ·-0, ~ a. e "' "E 0, ~ 0, " ~~ ·i lo.,. -~ § :52 g " " " " :t! c::, ., " " ---" &8 --c: ., -0 :;,:: Ii:; ~§ C: § §§ ict 0 "-" 6t8 -" :l2 0 -c5l :::i; 8::i. Cl. :::i;"' :::i; V, :c: :::i; u,:::i; -..., " 00 -"' ..., ... "' <o 00 0, I I I I I I I I I I I I V, ~ ~ ~ i i i i i i i i ~ X X X X X X X X X X X X X X X X X X 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. 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. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column. 3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project. DESCR!PnON SE-1, SILT FENCE SE-6, GRAVEL BAG LEGEND TR-I, STABILIZED CONSTRUCnON ENTRANCE SE-10, STORM DRAIN INLET PROTECnON WM-1, MATERIAL DELIVERY AND STORAGE WM-2, MATERIAL USE WM-3, STOCKPILE MANAGEMENT SYMBOL = MIii@ © QUANnTY 486 LF 444 EA 500 SF 25 EA OWNER'S CERTIFICATION: I UNDERSTAND AND ACKNOWI.EDGE THAT I MUST: {I) 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 RELATED POLLUTANTS; AND (2) ADHERE TO, AND PROJECT LOCATION WM-4, SPILL PREVENnON AND CONTROL WM-5, SOLID WASTE MANAGEMENT WM-I WM-2 WM-J WM-4 WM-5 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. WM-6, HAZARDOUS WASTE MANAGEMENT WM-8, CONCRETE WASTE MANAGEMENT WM-9, SANITARY/SEPnc WASTE MANAGEMENT NS-J, PAVING AND GRINDING OPERA noNS SE-7, STREET SWEEPING AND VACUUMING WM-6 WM-8 WM-9 NS-J SE-7 RANDOLF CHEREWICK OWNER{S)/ OWNER'S AGENT NAME {PRINT} ) ~=--;:=, / ' ' .._____,, - OWNER(S)/ OWNER'S AGENT NAME (SIGNATURE) 4-4-23 DATE CITY OF VISTA 1 . PACIFIC OCEAN · ..• ~~-·""'·•.--:-::•..,.,·:-·.~-?x .. ?,·z:•• ,,.....,,""' J;-.: .... 1.-P. COsr,ii ./ AVE ~6 a) I'" ~ 'f, ~ NOT TO SCALE ~ L..r--...l'-,:-.,..,4 ~ -CITY OF ENCINITAS " SHEET INDEX· SHEET 6: nn.E SHEET SHEET 7: nER 2 SWPPP EROSION CONTROL APN: 203-102-15 SITE ADDRESS: 2690 ROOSEVELT STREET CARLSBAD, CA 92008 AREA OF DISTURBANCE AREA OF DISTURBANCE 21,588 S.F. (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SITE WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS. CONSTRUCnON WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS} CONSTRUCTION THREAT: CONSTRUCTION THREAT TO STORM WATER QUAUTY {CHECK BOX}: ~ HIGH □MEDIUM OWNER/APPLICANT: NAME.· RANDOLF CHEREWICK ADDRESS: 2033 SAN EL/JO A VE SUITE 423, CARDIFF, CA 92007 TELEPHONE NO.: (425) 345-2773 EMERGENCY CONTACT: NAME: RANDOLF CHEREWICK ADDRESS: 2033 SAN EL/JO A VE. SUITE 423, CARDIFF, CA 92007 TELEPHONE NO.: (425) 345-2773 "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1-----+----------------+---+---+----I w ci1x1N£RtG ~E¾A~k~~AD Lru DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OlHER APPROVAL CITY APPROVAL GRADING PLANS FOR: THE ROOSEVELT 1?? .. nn13 TIER 2 APPROVED: ENGINEERING MANAGER RVWD BY: Etv!E CHKD BY: GO TITI• JASON S. GELDERT RCE 63912 EXPIRES 9/30/24 DATE PROJECT NO. DRAWING NO. CT2019-0006 537-2A DocuSign Envelope ID: 107190A6-4F6B-4298-B1AF-225C54442CC2 4/19/2023 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 PH: 760-908-8745 ● info@civillandworks.com 10 0 1-w w 0::: I-- if) 1- _J w > w if) 0 0 0::: 10 GRAPHIC SCALE SCALE: 1"= 10' ,/, " " " "' " 8 ' p " " 20 --·- TRASH E ~ ENCLOSU 4-L1 'Ji ..-,, I "' " I "' BMP LEGEND (DURING CONSTRUCTION) DESCRIPTION SYMBOL (D CONSlRUCTION ENlRANCE PER CASQA TC-1 M 111 M @ SILT FENCE PER CASQA SE-1 -0>-----<D>--- @ GRAVEL BAG BERM PER CASQA SE -6 .cc:c:c:c:c:c,. G) INLET PROTECTION PER CASQA SE-10 ,-;:. ~ .,,,,, c.,~ o-c:;o z~ \i No.CO7OO66 !,J • EXP.09/30/24 * c,v1\. I ~ - QUANTITY 500 SF 486 LF 444 EA 27 EA Cl ". <I V .. iCONCRfrE PA'fff:J <I V " 4 V "· - NOTE: MANY DESIGNS CAN BE FIELD FABRICATED, OR ✓ FABRICATED UNITS MAY ,r,, BE USED. WATER SUPPLY -EB & HOSE SHAKER PLA CRUSHED AGGREGATE GREATER THAN 3" BUT SMALLER THAN 6" DITCH TO CARRY RUNOFF TO A SEDIMENT TRAPPING DEVICE CORRUGATED STEEL PANELS ORIGINAL GRADE PER CASQA FILTER FABRIC SECTION A-A NO SCALE CONSTRUCTION ENTRANCE PER CASQA TC-1 EJClRA SlRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT----~ ATTACH FILTER FABRIC SECURELY TO UPSlREAM SIDE Of POST STEEL OR WOOO PDST .. •, ... . ~~:.-::·:·~,.,,;, ·.• .. •·.· . . '!ft·-~~' ,o· (3ml MAXIMUM SPACING WITH ;\, . , /~ 1/, / WIRE SUPPORT FENCE ,,_. ,, ·' ' 6' (1.8ml MAXIMUM SPACING WITHOUT ' WIRE SU~PORT FENCE STEEL OR WOOD POST 36" (1m) HIGH MAX. PONDING HEIGHT FLOW ·,s· (100 X 150mm) TRENCl-l WITH COMPACTED BACKFILL 9" MAX. (225mm) STORAGE:' HT. PONDING HEIGHT FLOW 3/4" (20mm) IN. DRAIN ROCK a• (200mm) I TRENCH DETAIL NO SCALE INSTALLATION WITHOUT TRENCHING NO SCALE NOTES: SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFlaENCY. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOI/E SEDIMENT lltiEN NECESSARY. 9" (225mm) MAXIMUM RECOMMENDED STORAGE HEIGHT. GENERAL SITE MANAGEMENT DESCRIPTION SYMBOL REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED. SILT FENCE NOT TO SCALE MA TERI AL DELIVERY & STORAGE: MA TERI AL USE: STOCKPILE f.lANAGEMENT: SPILL PREVENTION AND CONlROL: SOLID WASTE MANAGEMENT: HAZARDOUS WASTE MANAGEMENT: CONCRETE WASTE MANAGEMENT: SANITARY WASTE MANAGEMENT: PAVING AND GRINDING OPERATIONS: SlREET SWEEPING AND VACUUMING: WM-1 WM-2 WM-3 WM-4 WM-5 WM-6 WM-8 WM-9 NS-3 SE-7 RUNOFF SPILLWAY GRAVEL FILLED SANDBAGS STACKED TIGHTLY PLAN VIEW NO SCALE EROSION CONlROL BAG \ WEIR SPACED AS NEEDED \ c X X X~~) 111 C~X~~X~~X~~X ) 11 ~ BOTTOM ROW OF BAGS TO BE SET 4" MIN. INTO FINISH GRADE DETAIL GRAVEL BAG PLACEMENT NO SCALE GRAVEL SANDBAGS PER CASQA SC-6 "AS BU I LT" RCE __ _ EXP, ___ _ DATE REVIEWED BY: INSPECTOR DATE 1-----+--------------------------1 w ci1r1N£R~G ~E¾A~T~~~AD CAUTION!! EXISTING UNDERGROUND UTILITIES AND FACILmES SHOWN ON THESE PLANS HAVE BEEN OBTAINED FIROM AVAILABLE RECORDS WHICH IN MOST CASES ARE SCHEMATIC PLANS. TIHESE PLANS MAY NOT REFLECT ALL EXISTING UTILITIES. EXACT LOCATION AND DEPTH OF EXISTING UTILmES ARE UNKNOWN. SUBCONTRACTOR TO CONFIRM THE LOCATIONS OF ALL EXISTING UTILmES PRIOR TO START OF WORK, AND NOTIFY ENGINEER OF WORK OF ANY DISCREPANCIES. 1-------+----------------1------+--+----1----< GRADING PLANS FOR: DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL THE ROOSEVELT ENGINEERING MANAGER RVWD BY: Et--1E CHKD BY: GO JASON S. GELDERT RCE 63912 EXPIRES 9 30 24 DA TE PROJECT NO. CT2019-0006 DRAWING NO. 537-2A DocuSign Envelope ID: 107190A6-4F6B-4298-B1AF-225C54442CC2 4/19/2023 REVIEWED BY: DATE DATE "AS BUILT" RVWD BY: OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED: CHKD BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE JASON S. GELDERT GR2022-0013 CT2019-0006 537-2A STRUCTURAL WALLS CALS AND DETAILS JASON S. GELDERT INSPECTOR WOOD 1. FRAMING LUMBER SHALL BE GRADED AND MARKED INCONFORMANCE WITH WCLB STANDARD GRADING AND DRESSINGRULES FOR WEST COAST LUMBER NO, 16, LATEST EDITION. UNLESS OTHERWISE NOTED ON THE DRAWINGS, LUMBER GRADES SHALL BE AS FOLLOWS: A. JOISTS: 2" AND 3" THICKNESS, HEM FIR NO, 1, B. BEAMS AND STRINGERS: DOUGLAS FIR NO, 1, C. POST AND TIMBERS: DOUGLAS FIR NO, 1, D. PLATES AND MISCELLANEOUS LIGHT FRAMING: HEM FIR STANDARD, E. STUDS: HEM FIR STUD. F. ALL BOLTED CONNECTIONS TO BE 3/4"Ø A302 BOLTS 2. MINIMUM NAILING REQUIREMENTS: UNLESS OTHERWISE NOTED, MINIMUM NAILING SHALL CONFORMTO THE GOVERNING CODE AND AS FOLLOWS: A. JOISTS OR RAFTERS TO SIDES OF STUDS 8-INCH OR LESS 3-16DB B. FOR EACH ADDITIONAL 4-INCH IN DEPTH OF JOISTS 1-16DC C. JOISTS OR RAFTERS AT ALL BEARINGS - TOENAILS EACH SIDE 2-10DD D. STUDS TO BEARING - TOENAILS EACH SIDE 2-10DE E. BLOCKING BETWEEN JOISTS OR RAFTERS TO JOIST OR RAFTERS - TOENAILS EACH SIDE EACH END 2-10D TO JOIST OR RAFTER BEARINGS - TOENAILS EACH SIDE 2-10D F. CROSS-BRIDGING BETWEEN JOISTS OR RAFTERS TOE NAILSEACH END 2-8DG. BLOCKING BETWEEN STUDS - TOENAILS EACH END 2-10DH. DOUBLE TOP PLATES - LOWER PLATE TO TOP OF STUD 2-16DJ. UPPER TO LOWER PLATE - STAGGERED 16D @ 16" O,C, K. MULTIPLE JOISTS - STAGGERED 16D @ 12" O,C, L. MULTIPLE JOISTS STAGGER FOR WIDTHS MORE THAN 4 INCHES 16D @ 12" O,C. 3. INDIVIDUAL MEMBERS OF BUILT-UP POSTS AND BEAMS SHALLEACH BE ATTACHED WITH 16D SPIKES AT 12" O,C.STAGGERED, MIN,4. ALL NAILS SHALL BE COMMON WIRE NAILS, WHENEVER POSSIBLE,NAILS DRIVEN PERPENDICULAR TO THE GRAIN SHALL BE USED,THERE SHALL BE A MINIMUM OF 2 NAILS AT ALL WOOD CONTACTSAND JOINTS USING 8D NAILS FOR 1-INCH THICK MATERIAL, 16DNAILS FOR 2-INCH THICK MATERIAL, AND 40D NAILS FOR 3-INCHTHICK MATERIAL, ALL CONTINUOUS CONTACTS PROVIDEMINIMUM NAILS AT 12" O,C, WITH NAIL SIZES AS CALLED ABOVE,5. NOTATIONS ON DRAWINGS RELATING TO FRAMING CLIPS, JOISTHANGERS, AND OTHER CONNECTING DEVICES REFER TO CATALOGNUMBERS OF STRONG-TIE CONNECTORS MANUFACTURED BY THESIMPSON COMPANY, EQUIVALENT DEVICES BY OTHERMANUFACTURERS MAY BE SUBSTITUTED PROVIDED THAT THEYHAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIESAND ARE REVIEWED BY THE STRUCTURAL ENGINEER,6. AT SAWN TIMBER JOISTS WITH THICKNESS-TO-DEPTH RATIO OF 1:6AND GREATER, PROVIDE CROSS-BRIDGING AT 8' 0" O,C, AND SOLIDBLOCKING AT BEARING POINTS,7.ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BECONSTRUCTED TO THE MINIMUM STANDARDS OF THE GOVERNINGCODE,8. ALL BEARING AND EXTERIOR STUD WALLS SHALL BE 2X6 @6"O.C.BELOW SECOND FLOOR AND 2X4 @ 16" O.C. ELSEWHERE, UNLESSOTHERWISE NOTED.9. PROVIDE CONTINUOUS SOLID BLOCKING AT MID-HEIGHTS AND ATINTERVALS NOT TO EXCEED 8 FEET OF ALL STUD-BEARING WALLSOVER 8 FEET IN HEIGHT,10. SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF INTERIORNONBEARING STUD PARTITIONS FOR LOCATION AND SIZE OFOPENINGS IN STUD WALLS, AND FOR ALL WALL FINISH DETAILS,11. ALL CANTS AND CRICKETS SHALL BE PLACED OVER BASIC ROOFSHEATHING. SEE ARCHITECTURAL DRAWINGS FOR DETAILS ANDLOCATIONS,12. ALL WOOD STUD WALL SILL PLATES SHALL BE ATTACHED TOCONCRETE OR MASONRY WITH 1/2-INCH DIAMETER ANCHORBOLTS AT 48" O.C,, UNLESS OTHERWISE NOTED ,13. ALL WOOD STUD WALLS SHALL HAVE LOWER WOOD PLATEATTACHED TO WOOD FRAMING BELOW WITH 16D NAILS AT 6" 0.C,STAGGERED UNLESS SHOWN OTHERWISE.14. FASTEN ALL POSTS TO CONCRETE WITH "CB" COLUMN BASE OREQUAL,15. ALL WOOD PLATES AND BLOCKING IN DIRECT CONTACT WITHCONCRETE OR MASONRY SHALL BE PRESSURE TREATED WITH ANAPPROVED PRESERVATIVE IN ACCORDANCE WITH AWPS-FDN,AND BEAR THAT QUALITY MARK,16. PROVIDE STANDARD CUT WASHERS UNDER ALL BOLTS HEADSAND NUTS IN CONTACT WITH WOOD.17. ATTACH TIMBER JOISTS TO FLUSH HEADERS AND BEAMS WITH "U"SERIES METAL JOIST HANGERS TO SUIT THE JOIST SIZE.18. ALL PLYWOOD SHALL BE HEM FIR, STRUCTURAL 2 OR BETTERAND SHALL CONFORM TO APA C-D INTERIOR GRADE WITHEXTERIOR GLUE, WITH UBC STANDARD 23-2 AND WITH PRODUCTSTANDARD PSI, WOOD-BASED STRUCTURAL-USE PANELS SHALLCONFORM WITH UBC STANDARD 23-3 AND WITH PRODUCTSTANDARD PS2, TYPE AND THICKNESS SHALL BE AS SPECIFIED ONTHE PLANS.19. PLYWOOD NAILING, USE UNLESS OTHERWISE NOTED: A. ROOF: 8D @ 6" O.C. AT SHEET EDGES8D @ 12" O.C. AT INTERMEDIATE BEARING POINTSB. FLOOR: 10D @ 6" O.C. AT SHEET EDGES10D @ 10" O.C. AT INTERMEDIATE BEARING POINTSC. WALLS: 8D @ 6" O.C. AT EDGES8D @ 12" O.C. AT INTERMEDIATE BEARING POINTS PLYWOOD AND WOOD-BASED STRUCTURAL-USE PANELS USED FOR WALL SHEATHING SHALL HAVE SOLID BLOCKING AT ALL EDGES.20. MACHINE APPLIED NAILING IS SUBJECT TO A SATISFACTORYDEMONSTRATION AND THE APPROVAL OF THE CHECKINGAGENCY AND THE ARCHITECT, NAIL HEADS SHALL NOTPENETRATE THE OUTER PLY MORE THAN WOULD BE NORMALFOR A HAND HAMMER. EDGE DISTANCES SHALL BE MAINTAINED,SHINERS SHALL BE REMOVED AND REPLACED, THE APPROVAL ISSUBJECT TO CONTINUED SATISFACTORY PERFORMANCE,MACHINE APPLIED NAILING ONLY ON PLYWOOD GREATERTHAN 5/16". GENERAL NOTES 1. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES AND REGULATIONS OF INTERNATIONAL BUILDING CODE, 2018 EDITION. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. 3. IF ANY ERRORS OR OMISSIONS APPEAR IN THESE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS; THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OR ARCHITECT IN WRITING OF SUCH OMISSION OR ERROR BEFORE PROCEEDING WITH THE WORK. 4. MANUFACTURED MATERIALS SHALL BE APPROVED BY THE CHECKING AGENCY PRIOR TO THEIR USE. ALL REQUIREMENTS OF THOSE APPROVALS SHALL BE FOLLOWED. 5.ALL STRUCTURAL SYSTEMS THAT ARE TO BE COMPOSED OF MANUFACTURED COMPONENTS TO BE FIELD ERECTED SHALL BE APPROVED BY THE CHECKING AGENCY PRIOR TO THEIR USE AND SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER 6. FRAMING MEMBERS THAT ARE NOT DIMENSIONED SHALL BE EQUALLY SPACED BETWEEN DIMENSIONED POINT OR MEMBERS. 7. SEE ARCHITECTURAL DRAWINGS AND PROJECT SPECIFICATIONS FOR THE FOLLOWING: SIZE AND LOCATION OF ALL DOOR AND WINDOW OPENINGS AND THRESHOLD REQUIREMENTS. SIZE AND LOCATION OF ALL NON-BEARING PARTITIONS. SIZE AND LOCATION OF ROOF, FLOOR AND WALL OPENINGS. SIZE AND LOCATION OF DEPRESSED AREAS, CHANGES IN ELEVATION, FLOOR AND ROOF DRAINS, SLOPES, CONCRETE CURBS, LEDGES, PADS AND ISLANDS, CHAMFERS, GROOVES, INSERTS, ETC. DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SIZE, WEIGHT AND LOCATION OF MACHINES AND EQUIPMENT BASES. 8. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9. OPENINGS, POCKETS, ETC. SHALL NOT BE PLACED IN STRUCTURAL MEMBERS UNLESS SPECIFICALLY DETAILED ON THE STRUCTURAL DRAWINGS. NOTIFY THE STRUCTURAL ENGINEER WHEN DRAWINGS BY OTHERS SHOW OPENINGS, POCKETS, ETC., LARGER THAN 6 INCHES NOT SHOWN ON THE STRUCTURAL DRAWINGS, BUT WHICH ARE LOCATED IN STRUCTURAL MEMBERS. 10.SPECIFICATIONS, CODES, AND STANDARDS NOTED IN THE CONTRACT DOCUMENTS SHALL BE OF THE LATEST APPROVED ISSUE, INCLUDING SUPPLEMENTS, UNLESS OTHERWISE NOTED. MATERIAL SPECIFICATIONS ARE ASTM LATEST EDITION. 8. CONTRACTOR MAY USE AN ADMIXTURE SYSTEM TO PRODUCEFLOWABLE CONCRETE, MAXIMUM SLUMP SHALL NOT EXCEED 10INCHES MEASURED AT THE PUMP, THE WATER/CEMENTIOUSMATERIAL RATIO OF THE APPROVED MIXES SHALL BEMAINTAINED OR LOWERED WHEN FLOWABLE CONCRETE IS USED,9.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BEPROVIDED FOR REINFORCEMENT PLACED IN CAST-IN-PLACECONCRETE: CONCRETE COVER(MINIMUM) A . CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER:#6 THROUGH #18 BARS 2"#5 BAR, W31 OR D31 WIRE, A1413 SMALLER 1 1/2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITHGROUND:SLABS, WALLS, JOISTS#14 AND #18 BARS 1 1/2"#11 BARS AND SMALLER 3/4" BEAMS, COLUMNS:PRIMARY REINFORCEMENT, TIES,STIRRUPS, SPIRALS 1 1/2" 10. PLACEMENT OF CONCRETE SHALL CONFORM TO ACI 304 AND THECONTRACT DOCUMENTS. SANDBLAST ALL CONCRETE SURFACESAGAINST WHICH CONCRETE IS TO BE PLACED,11. ALL REINFORCING BARS, ANCHOR BOLTS AND OTHER CONCRETEINSERTS SHALL BE WELL SECURED IN POSITION PRIOR TOPLACING CONCRETE,12.PROVIDE SLEEVES FOR PLUMBING AND ELECTRICAL OPENINGS INCONCRETE BEFORE PLACING, REINFORCING SHALL NOT BE CUT,CORING OF CONCRETE IS NOT PERMITTED EXCEPT AS INDICATED,13. CURING COMPOUNDS USED ON CONCRETE TO RECEIVE A FINISH SHALL BE APPROVED BY THE FINISH APPLICATOR BEFORE USE, 11. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THESTRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINALCONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITHTHE PLANS. DESIGN CRITERIA LIVE LOADS ROOF SNOW LOAD 25.0 PSF BASICFLOOR RESIDENTIAL 40.0 PSF (REDUCIBLE) EXTERIOR TERRACES 60.0 PSF DEAD LOADS SUPERIMPOSED ROOF DEAD LOAD FRAMING, CEILING, ETC.26.3 & 22.8 PSF SUPERIMPOSED FLOOR DEAD LOAD FRAMING, CEILING, ETC.10.5 PSF SUPERIMPOSED WALL DEAD LOAD EXTERIOR WALLS.7.7 PSF INTERIOR WALLS.10 PSF/SF FLOOR AREAWIND DESIGN (PER 1615 -1622) BASIC WIND SPEED 110 MPH EXPOSURE B IMPORTANCE FACTOR 1.0 TOPOGRAPHIC FACTOR 2.0 SEISMIC DESIGN (PER 1615 - 1633) SEISMIC CATEGORY II IMPORTANCE FACTOR= 1.0 MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS: Ss = 1.566 S1 = 0.599 SITE CLASS = D Sds = 1.044 Sd1 = 0.599 SEISMIC RISK CATEGORY = D BASIC SEISMIC FORCE-RESISTING SYSTEMS: STORIES 1 THRU 3: LIGHT FRAMED WALLS SHEATHED WITH WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE. DESIGN BASE SHEAR:BUILDING A: 73.31 KIPSBUILDING B: 85.16 KIPSBUILDING C: 73.31 KIPS R= 6.5 - Wood Framed R = 5.0 - Concrete ANALYSIS METHODS USED:WIND; METHOD 2 - ANALYTICAL PROCEDURESEISMIC; METHOD 2 - EQUIVALENT LATERAL FORCE MAPPED SPECTRAL RESPONSE ACCELERATIONS OBTAINED FROM THE USGS - SEISMIC HAZARD MAPS & DATA FOUNDATIONS 1. ALL FOUNDATIONS SHALL BE FOUNDED A MINIMUM OF 24" BELOWLOWEST ADJACENT FINAL FINISH FLOOR OR GRADE. EXPOSED SOIL SHALL BE INSPECTED FOR COMPLIANCE BY THE ENGINEEROR HIS REPRESENTATIVE PRIOR TO CONSTRUCTING CONCRETE FORMS AND/OR PLACING REINFORCING STEEL. ANY EXCESSOR NON-COMPLYING MATERIAL AS DETERMINED BY THEENGINEER OR HIS REPRESENTATIVE SHALL BE REMOVED ANDREPLACED AS DIRECTED.2. THE ALLOWABLE SOIL BEARING LOAD IS PER THE GEOTECHNICALREPORT. REINFORCING STEEL 1. REINFORCING STEEL SHALL BE DETAILED, INCLUDING HOOKS AND BENDS, AND PLACED IN ACCORDANCE WITH ACI 315 AND ACI 318. 2. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 OR A-706, GRADE 40 OR BETTER, 3.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185, 4. ALL REINFORCING BAR BENDS SHALL BE MADE COLD, 5.REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS, 6. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, UON, 7. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED AND REVIEWED BY THE STRUCTURAL ENGINEER 8. WELDING OF REINFORCEMENT SHALL BE WITH LOW HYDROGEN ELECTRODES IN CONFORMANCE WITH ACI 318-95 AND THE RECOMMENDATIONS OF THE AMERICAN WELDING SOCIETY, AWS DI,4 AND WITH THE REVIEW OF THE STRUCTURAL ENGINEER CONCRETE 1. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' ACI 318 AND ACI 301, WITH MODIFICATIONS AS NOTED IN THE CONTRACT DOCUMENTS, 2.PORTLAND CEMENT SHALL CONFORM TO ASTM C-150 TYPE 1 OR TYPE H, 3. COARSE AND FINE AGGREGATE FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33, 4. WATER SHALL BE CLEAR AND SHALL CONFORM TO ASTM C-94, 5.CONCRETE MIXING OPERATION SHALL CONFORM TO ASTM C-94, 6. ADD TO ALL CONCRETE EXPOSED TO WEATHER MICROAIR OR MBVR AIR ENTRAINING AGENT TO ATTAIN 5 PERCENT +1- 1 PERCENT ENTRAINED AIR, BY VOLUME, CONFORMING TO ASTM C-260, ALL REFERENCE DATA USED FOR PAST PERFORMANCE DESIGN SHALL HAVE CONTAINED THE SAME ADMIXTURE BRAND AS THAT USED IN THE MIX SUBMITTED,7. CONCRETE STRENGTHS SHALL BE VERIFIED BY 28-DAYCYLINDER TESTS, UNLESS OTHERWISE APPROVED, CONCRETESHALL BE AS FOLLOWS: ELEMENT STRENGTH PSI CONCRETE TYPE FOOTINGS, GRADE BEAMS 4,000NORMAL WT SLAB ON GRADE 4,000ORMAL WT FOUNDATION STEM WALLS 4,000 NORMAL WT RETAINING WALLS 4,000 NORMAL WT A MINIMUM 5 SACK MIX SHALL BE USED TO ACHIEVE THE DESIGN STRENGTHS LISTED ABOVE. STRUCTURAL STEEL, MISC. METAL 1. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL BE BASED ON THE LATEST EDITION AND SUPPLEMENTS OF THE AISC "SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN", STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, TYPE OF MEMBER ASTM SPECIFICATION FY WIDE FLANGE SHAPES A572 OR A992 50 KSI PLATES, SHAPES, ANGLES, AND RODS A36 36 KSI HOLLOW STRUCTURAL SECTION (ROUND) A53 (GRADE B)36 KSI HOLLOW STRUCTURAL SECTION (SQUARE OR RECTANGLE) A500 (GRADE B) 46 KSI ANCHOR RODS (EMBEDDED IN CONCRETE) A307 2. ALL WELDS SHALL BE PREQUALIFIED IN CONFORMANCE WITHAISC AND AWS STANDARDS AND SHALL BE PERFORMED BYWELDERS CERTIFIED IN THE JURISDICTION HAVING AUTHORITYOVER THIS PORTION OF THE WORK, USE E70XX ELECTRODES.3, WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH REQUIRED, WELD SIZE SHALL BE AISC MINIMUM, UNLESS OTHERWISE NOTED. ANCHORAGE 1. EXPANSION ANCHORS SHALL BE ZINC PLATED IN ACCORDANCEWITH ASTM B 633, AND CONFORM WITH FS FF-S-325, GROUP II,TYPE 4, CLASS 1,2. SLEEVE ANCHORS SHALL BE ZINC PLATED IN ACCORDANCEWITH ASTM B 633, AND CONFORM WITH FS FF-S-325, GROUP II,TYPE 3, CLASS 3,3.FLUSH SHELL ANCHORS SHALL ZINC PLATED IN ACCORDANCEWITH ASTM B 633, AND CONFORM WITH FS FF-S-325, GROUP VIII,TYPE 1, 4. ADHESIVE ANCHORS SHALL CONSIST OF ALL-THREAD ANCHOR ROD, NUT, WASHER AND EPOXY INJECTION GEL OR ADHESIVE CAPSULE SYSTEM, ANCHOR RODS SHALL BE MANUFACTURED FROM A-36 MATERIAL, ZINC PLATED IN ACCORDANCE WITH ASTM B 633, 5.ALL RELATED PRODUCTS, MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, 6. NOTATIONS ON DRAWINGS RELATING TO EXPANSION, SLEEVE, FLUSH OR ADHESIVE ANCHORS AND OTHER CONNECTING DEVICES REFER TO CONNECTORS MANUFACTURED BY POWERS FASTENING, INC, EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED PROVIDED THAT THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES AND ARE REVIEWED BY THE STRUCTURAL ENGINEER SPECIAL INSPECTION 1. THE PROJECT OWNER SHALL PROVIDE SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, APPROVED BY THE ARCHITECT AND THE CHECKING AGENCY THE FOLLOWING TYPES OF WORK.: SPECIAL INSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION, SOIL EXCAVATION SOIL COMPACTION CONCRETE DESIGN STRENGTHS GREATER THAN 2,500 PSI PLACING OF REINFORCING STEEL WELDING STRUCTURAL STEEL REINFORCING STEEL FABRICATED TIMBER JOISTS EXPANSION TYPE ANCHOR BOLTS STRUCTURAL MASONRY CONSTRUCTION PILING, DRILLED OR DRIVEN STRUCTURAL STEEL FABRICATION 2. ALL PREPARED SOIL-BEARING SURFACES SHALL BE INSPECTED BYTHE SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCINGSTEEL,3. EXPANSION TYPE ANCHORS SHALL BE APPROVED BY THECHECKING AGENCY FOR THEIR USE AND SHALL BE INSTALLEDACCORDING TO THE MANUFACTURER'S RECOMMENDATIONS,4. THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND BUILDINGOFFICIAL SHALL BE FURNISHED WITH COPIES OF ALL TESTRESULTS. I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK OF THISPROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THEDESIGN OF THIS PROJECT S DEFINED IN SECTION 6703 OF THEBUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN ISCONSISTENT WITH CURRENT STANDARDS, I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANDSPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME,AS ENGINEERING OF WORK, OF MY RESPONSIBILITIES FOR PROJECTDESIGN. LUCIA ENGINEERING, INC.12527 HUCKLEBERRY LANEARLINGTON, WA 98223(206) 790-8039 JOSEPH M. LUCIA, P.E. February 9, 2023 f--------+-----------+----+-+----+---------1 ~ 11 CITY OF CARLSBAD 11 =:ii] >------+------------+---+------f---+-------1 GRADING PLANS FOR: THE ROOSEVELT t-------------'-----+-----------------1 I II DocuSign Envelope ID: 107190A6-4F6B-4298-B1AF-225C54442CC2 4/19/2023 REVIEWED BY: DATE DATE "AS BUILT" RVWD BY: OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED: CHKD BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE JASON S. GELDERT GR2022-0013 CT2019-0006 537-2A JASON S. GELDERT INSPECTOR NORTH WALL EAST WALL SOUTH WALL 1 2 3 4 5 6 7 8 9 10 11 121314151617 LOADING DIAGRAM FINISHED GRADE EXISTING & FINALGRADE ACTIVE EARTH PRESSURE40 PCF (EQUIVALENT FLUID PRESSURE) PASSIVE EARTH PRESSURE300 PCF (EQUIVALENT FLUID PRESSURE) SEISMIC SURCHARGE13H PSF (FOR WALLS OVER 6' IN SHORED HEIGHT) IG N O R E 1 ' SH O R E D H E I G H T " H " ALLOWABLE SOIL BEARING = 2,000 PSF ALLOWABLE FRICTION = 0.3 WIND LOAD ON FENCE ABOVE WALL= 60 PLF TOP OF TEMPORARY EXCAVATION TOP OF TEMPORARY EXCAVATION TOP OF TEMPORARY EXCAVATION I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK OF THISPROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THEDESIGN OF THIS PROJECT S DEFINED IN SECTION 6703 OF THEBUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN ISCONSISTENT WITH CURRENT STANDARDS, I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANDSPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME,AS ENGINEERING OF WORK, OF MY RESPONSIBILITIES FOR PROJECTDESIGN. LUCIA ENGINEERING, INC.12527 HUCKLEBERRY LANEARLINGTON, WA 98223(206) 790-8039 JOSEPH M. LUCIA, P.E. February 9, 2023 STRUCTURAL WALLS CALS AND DETAILS 19 20 18 21 TRAFFIC SURCHARGE250 PSF (WHERE APPLICABLE) BIOFILTRATION BASIN WALLS 22 . I ) 0 "j N I q I ) -q (39.99EX) (39.91EX) I I I I LETTER OF PERMISSION TO GRADE ON PROPERTY OWNED BY EDWARD AND JEANMARIE JARMOLOW1CZ DATED 9-7-22 TOP OF TEMPORARY EXCAVATION 38.97FS 40.52TW 37.97TF H=2.8' 39.91TW 8.72TF H=l.2' 2 ":;; fJ'.l 39.47FS 38.80TG ----------------------------- 39.82TW 34.20TF H=5.6' ------------------ 40.04TW ,34.20TF H=5.9' 39.06FS 9.80FS 10 39.06FS I ~-------1.2% -39.70FS 39.27FS VACANT LOT 203-102-24 ( 40.52EX) p 40. TW 38.5 TF N 55"56' 46" E 120.00' H=2. ' 39.60FG ,,(2) 39.51FG ------✓~-------------------' ·----- 39.91 FG LETTER OF PERMISSION TO GRADE ON PROPERTY OWNED BY STAN KATZ DATED 8-23-22 2669 MADISON ST 203-102-27 ( 40.89EX) TOP OF TEMPORARY (41.31EX) N 55'56'46" E 66.43' ( 42.50EX) 43.20TW 37.70TF H=5.5' 40.89TW 39.83TF H=l.6' N 34'00'43" W ------ (40.88EX) 10.60' (41.14EX) 40.00FG 40.58FS 41.15TW 39.69TF H=l.2' 39.87FG 40.44FS 43.10TW 38.60TF H=4.5' EXCAVATION ------ 43.20TW 37.70TF H=5.5' ---------tt~~~~---lt-rl--"'>--;t'l-7-"77'" BUILDING OVERHANG 1---------7 40.42FG 40.60FS 140.16FG-~1'-,---/----,\--,f-~,-c, GARAGE B9-3 I '----~~=l'ifl'r' 1 q FF=41.13 1 I I :4000FG i GFF=41.13 I 5 ; " I ~41_.12_FS_ PAD=40.46 : 2.6% ! · I I _41_.1_3F_S----..-Jl 41.02FS i I I 'l'---~"....11 I ' 41.02FS I 4.9% •t~ ·1 I ~-I I ,, . I . ' . I . I ...J 2.2% 40.81FS 41.0lFS 41.00FS 1.0% ' ' ' ' I ' L--- ---- 5 41.00FS GFF=41.00 PAD=40.33 GARAGE B3-1 7 TO BASIN 5 I 1v--- 40.40FG 40.22FG -,a ~----1 '@ 44.0lTW 4 .26FG 39.82TF L _________ _J 41.13FS · 1.1% . q 2.8% ; 41.15FS UNIT B3-1 FF=41.15 PAD=40.48 40.42FG 40.60FG 40.60FG 40.2DTG 41.15FS 41.15FS 40.40FG 40.60FG -------···---0 - '° 40.52FG 40.36FG 40.60FG 40.20TG I I 2,1% I ' I ' I I I / r ~--J I ! 1 ' I I 1! 2.0% i 0, - I I ! (42.51EX) 42.51TW 39.BOTF H=2.8' -"'---LIMIT OF REMOVAL FOR CMU WALL EXTEND CMU WALL I i I t I i I I : I:'-TOP OF TEME'ORARY I EXCAVATION I i I I I I i 1 I I I I I 1?'°' I I I I I ---0.) (43.44EX) I w (43.88EX) b, ,,., 40.42FG 0, 1-- 0 (f) -.... z -0 I 3: (f) N a 0 ' < -,,., ::; I p ,,., ,-... 0 -N p tO .... <D ,,., LETTER OF PERMISSION TO GRADE ON PROPERTY OWNED BY MADELINE TREJO DATED 3-3-22 40.6DHP : ~ TQP EMPORARY I CAVATION LIMIT OF REMOVAL FOR CMU WALL ,~,o~ ·• 0' tS\-1 M. Dr., ' N ~ 39741 1 ·1 42.06TW 38.00TF H=4.1' 42.06EX) N 55'57'05" E 186.44' ( 43.10EX) H=4.2' TOP OF TEMPOR EXCAVATION rc-L:::::t:E=R--:o=F--=P:::ER::cM::::I S:::-SIO:::-N:-T:::07 (44.01EX) " 2718 ROOSEVELT ST 203-102-19 ADE ON PROPERTY OWNED BY GARY JACKSON nATFn R-17-?? ADJACENT PROPERTY PLANTER BOX PROTECT IN PLACE 1------+--------+------t-----t---t-----J ~II CITY OF CARLSBAD 11 =:ii] 1------+---------------+---t--t-----t---1 GRADING PLANS FOR: THE ROOSEVELT E.tJIE. GO DocuSign Envelope ID: 107190A6-4F6B-4298-B1AF-225C54442CC2 4/19/2023 DATE DATE "AS BUILT" RVWD BY: OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED: CHKD BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT EXP. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE JASON S. GELDERT GR2022-0013 CT2019-0006 537-2A JASON S. GELDERT INSPECTOR D L S" 4,000 PSISTEM WALL 4,000 PSIFOOTING FINISHED GRADE ADJACENTPROPERTY H 3' - 2 " TOW ELEV. VARIES FINAL GRADE ELEV. VARIES H1 HL K 2' - 0 " 1'-0"T PROPERTY LINE D L S" 4,000 PSISTEM WALL 4,000 PSIFOOTING FINISHED GRADE ADJACENT PROPERTY H 3' - 2 " TOW ELEV. VARIES FINAL GRADE ELEV. VARIES H1 PROPERTY LINE 2" CLEAR #4 BAR #4 BAR @ 12" #5 BAR @ 8"#4 BAR @ 12" #4 BAR @ 12" 2" CLEAR #5 BAR @ 12"#4 BAR @ 12" #4 BAR @ 12" 6" 4"Ø PERFORATED PVC WALL DRAINROUTE TO STORM SYSTEM HLT 4"Ø PERFORATED PVC WALL DRAINROUTE TO STORM SYSTEM 6" 6" WIDTH OF CLEAN-CRUSHED ROCKHEIGHT IS H/3 6" WIDTH OFCLEAN-CRUSHED ROCK HEIGHT IS H/3 BASF HIM 5000 GRADE WATERPROOFING OR EQUAL BASF HIM 5000 GRADE WATERPROOFING OR EQUAL WALL HEIGHT IS NOT TO EXCEED THIS DIMENSION (TOP OF WALL TO TOP OF FINISH GRADE, H1) WALL HEIGHT IS NOTTO EXCEED THIS DIMENSION (TOP OF WALL TO TOP OFFINISH GRADE, H1) 1:1TEMP. SLOPE TEMP. VERTICAL CUT4'-11" MAX 1:1TEMP. SLOPE TEMP. VERTICAL CUT4'-11" MAX 1'-0" 1'-0" STRUCTURAL WALLS CALS AND DETAILS 9' 5" 8" 8" 2' 5'-3" PROPERTY LINE BIOFILTRATION BASIN BUILDINGFOUNDATION WALL 1'-2" #4 BAR @ 12" #4 BAR @ 12" #6 BAR @ 12"#4 BAR @ 12" #4 BAR @ 12" #4 BAR @ 12" #6 BAR @ 12" #4 BAR @ 12" #6 BAR @ 12" 5'-9" EXISTING 5' WIDE SIDEWALK 6"SEE CIVIL PLANSFOR REQUIRED DEPTHS & SOIL TYPES 7'-4" 9" 8" 2' BIOFILTRATION BASIN BUILDING FOUNDATION WALL 1'-2" #4 BAR @ 12" #4 BAR @ 12" #5 BAR @ 12" #4 BAR @ 12" #4 BAR @ 12" #4 BAR @ 12" #6 BAR @ 12" #4 BAR @ 12" #6 BAR @ 12" #4 BAR @ 12" 5'-9" DRIVEWAY ACP 6"SEE CIVIL PLANS FOR REQUIRED DEPTHS& SOIL TYPES 4'-3" 1' SEE PLAN SHEET 9 FOR WALL CALLOUT LOCATIONS WALL HEIGHT IS NOT TO EXCEED THIS DIMENSION (TOP OF WALL TO TOP OF FINISH GRADE, H1) 1:1 TEMP. SLOPE TEMP. VERTICAL CUT4'-11" MAX BIOFILTRATION WALLS: WALLS 18 & 21 - (BIOFILTRATION PLANTERS 2 & 4) SEE DETAIL THIS SHEET WALLS 19 & 20 - (BIOFILTRATION PLANTERS 1 & 5) SEE DETAIL THIS SHEET WALL6 6, 7 & 22 - (BIOFILTRATION PLANTER 3) SEE DETAIL THIS SHEET "J" DRAIN ROUTE TOSTORM SYSTEM SEE CIVIL DRAWINGS 5'(+/-) TEMPORARY SAFETY FENCING J-DRAIN #4 BAR @ 12" "J" DRAIN ROUTE TO STORM SYSTEMSEE CIVIL DRAWINGS J-DRAIN FG ELEV. 41.50 EXIST. GRADE TOW ELEV. 43.20 FF ELEV. 41.13 J-DRAIN ROUTE TO STORM SYSTEM SEE CIVIL DRAWINGS PROPERTY LINE 3'-10"6"9'-6" 6" #6 VERTS #4 HORIZ. #4 CORNER BAR @ 12" 18" 18" 8" 1'-0" SEE DETAIL BELOWFOR FOOTING RESTEEL REQUIREMENTS #4 @ 12" #6 @ 7" #4 @ 12" #6 @ 7" #5 @ 12" #4 @ 9" #5 @ 12" #4 @ 9" 5' - 6 " 8" 1' - 2 " 3'-10" 3'-10" 9'-6" #4 @ 12" #6 @ 7" 6" 8" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK OF THISPROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THEDESIGN OF THIS PROJECT S DEFINED IN SECTION 6703 OF THEBUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN ISCONSISTENT WITH CURRENT STANDARDS, I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANDSPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME,AS ENGINEERING OF WORK, OF MY RESPONSIBILITIES FOR PROJECTDESIGN. LUCIA ENGINEERING, INC.12527 HUCKLEBERRY LANEARLINGTON, WA 98223(206) 790-8039 JOSEPH M. LUCIA, P.E. February 9, 2023 ELEV. 42.50 - ' i --- ' -----p ' \ -- L - CORNER DETAIL SIDE WALL DETAIL (ALL SIDE WALLS) -,_ V V \ ' \ - ""-V \ -- BIOFILTRATION WALL DETAILS -WALLS 18 & 21 (BIOFILTRATION PLANTERS 2 & 4) -V I I f-.- PERIMETER WALL DETAILS FOR WALLS UNDER 4' TALL (H 1 <4') -1/ -f-.- L' --f-.- PERIMETER WALL DETAILS FOR WALLS 4' AND TALLER - - I WALL CALLOUT North Wall 1 2 3 4 5 6 7 8 East Wall 8 9 10 11 South Wall 11 12 13 14 15 16 17 t FINISHED FINISH GRADE FINISH GRADE GRADE TOP OF WALL @ BACK OF @ FRONT OF FRONT OF 39.91 40.52 40.88 41.15 40.89 43.20 43.20 42.51 42.51 43.44 43.88 44.92 44.92 44.01 43.10 42.06 41.65 41.01 39.99 WALL WALL WALL TD TOP OF FOOTING >--- 39.91 40.52 40.88 41.14 40.89 41.31 42.50 42.51 42.51 43.44 43.88 44.92 44.92 44.01 43.10 42.06 41.65 41.01 39.99 , 39.28 38.97 39.51 41.14 40.33 40.62 40.52 40.52 40.52 40.42 40.42 40.80 40.80 40.32 39.87 39.51 39.40 39.91 39.57 , , 0.56 1.00 1.00 1.45 0.50 2.92 2.82 0.72 0.72 0.50 0.50 0.50 0.50 0.50 1.27 1.51 1.50 0.50 0.50 >--- ' TOP OF FOOTING 38.72 37.97 38.51 39.69 39.83 37.70 37.70 39.80 39.80 39.92 39.92 40.30 40.30 39.82 38.60 38.00 37.90 39.41 39.07 - - TOP OF WALL BOTTOM OF FOOTING 36.11 35.80 36.34 37.97 37.16 37.45 37.35 37.35 37.35 37.25 37.25 37.63 37.63 37.15 36.70 36.34 36.23 36.74 36.40 TO TOP OF FOOTING "H" 1.19 2.55 2.37 1.46 1.06 5.50 5.50 2.71 2.71 3.52 3.96 4.62 4.62 4.19 4.50 4.06 3.75 1.60 0.92 BIOFILTRATION WALL REINFORCING STEEL DETAILS -WALLS 6, 7 & 22 (BIOFILTRATION PLANTER 3) .. -f-.- BIOFILTRATION WALL DETAILS -WALLS 6, 7 & 22 (BIOFILTRATION PLANTER 3) / EXPOSED WALL FACE "H1" 0.63 1.55 1.37 0.01 0.56 2.58 2.68 1.99 1.99 3.02 3.46 4.12 4.12 3.69 3.23 2.55 2.25 1.10 0.42 / DESIGN WALL HEIGHT (See Cale.) 1.60 2.71 2.71 1.60 1.60 4.00 4.80 2.71 2.71 3.52 4.00 4.80 4.80 4.80 4.00 3.52 4.80 1.60 1.60 "L" "D" 1.92 0.75 2.92 0.75 2.92 0.75 1.92 0.75 1.92 0.75 3.67 0.75 3.67 0.75 2.92 0.75 2.92 0.75 3.92 0.75 4.42 0.75 3.67 0.75 3.67 0.75 3.67 0.75 4.42 0.75 3.92 0.75 3.67 0.75 1.92 0.75 1.92 0.75 ......._ t-., \ " "HL" 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 "- \ - "T" 0.75 1.75 1.75 0.75 0.75 2.5 2.5 1.75 1.75 2.75 3.25 2.5 2.5 2.5 3.25 2.75 2.5 0.75 0.75 V V \ " "K" 2.00 2.00 2.00 2.00 2.00 2.00 "S" Footing Bottom Mat Longit. Footing Footing Top Footing Top Bottom Mat Horiz. Mat Longit. Mat Horiz. 0.67 #4@ 1211 #4@ 1211 0.67 #4@ 12" #4@ 12" 0.67 #4@ 12" #4 @ 12" 0.67 #4@ 12" #4@ 12" 0.67 #4@ 12" #4 @ 12" 0.67 #4@ 12" #4@ 12" 0.67 #4@ 12" #4 @ 12" 0.67 #4@ 12" #4 @ 12" 0.67 #4@ 12" #4 @ 12" 0.67 #4@ 12" #4@ 12" 0.67 #4@ 12" #4@ 12" 0.67 #4@ 12" #4 @ 12" 0.67 #4@ 12" #4@ 12" 0.67 #4@ 12" #4 @ 12" 0.67 #4@ 12" #4 @ 12" 0.67 #4@ 12" #4 @ 12" 0.67 #4@ 12" #4 @ 12" 0.67 #4@ 12" #4@ 12" 0.67 #4@ 12" #4@ 12" >--- Stem Vertz. Stem Horiz. #5 @ 1211 #4@ 1211 #5 @ 12" #4@ 12" #5 @ 12" #4@ 12" #5 @ 12" #4@ 12" #5 @ 12" #4@ 12" Key Vert. Key Longit. #5 @ 12" #4@ 12" #4@ 12" #4@ 12" #5 @ 12" #4@ 12" #4@ 12" #4@ 12" #5 @ 12" #4@ 12" #5 @ 12" #4@ 12" #5 @ 12" #4@ 12" #5 @ 12" #4@ 12" #5 @ 12" #4@ 12" #4@ 12" #4@ 12" #5 @ 12" #4@ 12" #4@ 12" #4@ 12" #5 @ 12" #4@ 12" #4@ 12" #4@ 12" #5 @ 12" #4@ 12" #5 @ 12" #4@ 12" #5 @ 12" #4@ 12" #4@ 12" #4@ 12" #5 @ 12" #4@ 12" #5 @ 12" #4@ 12" BIOFILTRATION WALL DETAILS -WALLS 19 & 20 (BIOFILTRATION PLANTERS 1 & 5) f-------+-----------+----+-f-----+------1 [ii 11 CITY OF CARLSBAD 11 =:ii] >--------+------------------+---+----<----+----.1 GRADING PLANS FOR: THE ROOSEVELT t---------'------+---------'-----1 I EME GO 11 II DocuSign Envelope ID: 107190A6-4F6B-4298-B1AF-225C54442CC2 4/19/2023 REVIEWED BY: DATE DATE "AS BUILT" RVWD BY: OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED: CHKD BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE JASON S. GELDERT GR2022-0013 CT2019-0006 537-2A JASON S. GELDERT INSPECTOR 42.00 44.00 46.00 40.00 38.00 36.00 42.00 44.00 46.00 40.00 38.00 36.00 48.00 48.00 8 6 7 FINISH GRADE FRONT OF WALL BOTTOM OF FOOTINGBOTTOM OF EXCAVATION WALL CALLOUTSEE TABLE TOP OF WALL WA L L H E I G H T H1109.41' 6" H E A L " H L " 2' - 1 1 " F O O T I N G W I D T H " L " 1' - 9 " T O E " T " 8" S T E M W A L L " S " 6" H E A L " H L " 8" S T E M W A L L " S " 9' - 4 " F O O T I N G W I D T H " L " 6' - 1 " T O E " T " 8 9 11WALL CALLOUT SEE TABLE SOUTH WALL NORTH WALL 42.00 44.00 46.00 40.00 38.00 36.00 42.00 44.00 46.00 40.00 38.00 36.00 TOP OF WALL FINISH GRADEFRONT OF WALL BOTTOM OF FOOTING BOTTOM OF EXCAVATION WA L L H E I G H T H1 WALL TURNS 90°WALL TURNS 90° WALL CALLOUTSEE TABLE SHEET 10 OF 12 FINISH GRADEFRONT OF WALL WA L L H E I G H T H134.00 34.00 1 2 3 5 6 7 84 6" H E A L " H L " 9" T O E " T " 8" S T E M W A L L " S " 1' - 1 1 " F O O T I N G W I D T H " L " 6" H E A L " H L " 1' - 1 1 " F O O T I N G W I D T H " L " 6" H E A L " H L " 1' - 1 " F O O T I N G W I D T H " L " 6" H E A L " H L " 2' - 1 1 " F O O T I N G W I D T H " L " 1' - 9 " T O E " T " 8" S T E M W A L L " S " 8" S T E M W A L L " S " 9" T O E " T " 9" T O E " T " 8" S T E M W A L L " S " 6" HEAL "HL" 1'-11" FOOTING WIDTH "L" 8" STEM WALL "S" 9" TOE "T"EAST WALL SEE TABLE SHEET 10 OF 12 FOR WALL INFORMATION 1 5 4 2 8 WALL CALLOUT SEE TABLE PROPERTY LINE PROPERTY LINE PROPERTY LINE 3 6 7 6" H E A L " H L " 1' - 9 " T O E " T " 8" S T E M W A L L " S " 2- 1 1 " F O O T I N G W I D T H " L " 6" H E A L " H L " 1' - 9 " T O E " T " 8" S T E M W A L L " S " 2' - 1 1 " F O O T I N G W I D T H " L " 6" H E A L " H L " 3' - 8 " F O O T I N G W I D T H " L " 8" S T E M W A L L " S " 2' - 6 " " T O E " T " 6" H E A L " H L " 2' - 6 " T O E " T " 3' - 8 " F O O T I N G W I D T H " L " 10 6" H E A L " H L " 3' - 1 1 " F O O T I N G W I D T H " L " 2' - 9 " T O E " T " 8" S T E M W A L L " S " 6" H E A L " H L " 3' - 3 " T O E " T " 8" S T E M W A L L " S " 4' - 5 " F O O T I N G W I D T H " L " 2' - 6 " T O E " T " 3' - 8 " F O O T I N G W I D T H " L " TOP OF TEMPORARYVERTICAL CUT & 1:1 SLOPE TOP OF TEMPORARY VERTICAL CUT & 1:1 SLOPE TOP OF TEMPORARY VERTICAL CUT & 1:1 SLOPE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK OF THISPROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THEDESIGN OF THIS PROJECT S DEFINED IN SECTION 6703 OF THEBUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN ISCONSISTENT WITH CURRENT STANDARDS, I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANDSPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME,AS ENGINEERING OF WORK, OF MY RESPONSIBILITIES FOR PROJECTDESIGN. LUCIA ENGINEERING, INC.12527 HUCKLEBERRY LANEARLINGTON, WA 98223(206) 790-8039 JOSEPH M. LUCIA, P.E. February 9, 2023 STRUCTURAL WALLS CALS AND DETAILS 9 9 9 9 9 r NORTH PERIMETER WALL EXPANDED ELEVATION r ---,-1---, -------------1 ....j ---:, ------, ---;-t-.._ I ---, / I . . .... . . . . . . .. . • . -... . . . .•. ·,__ , l • ' l : / --1 ~ ! ' • l 1 I I I >-. I I j_ I I I ~ I ------------------------------------,-----------------,-I .• ···-,-. -.--•••'""•• .. · .. ,. .-. --.. ,..... . ... ,.... .. -·• --...... •· ·----~ ··-..... " .. -. ···-··· .. ---¥ ' I I I f j I I I I ·v ' I I NORTH PERIMETER WALL PLAN VIEW y I • EAST PERIMETER WALL ELEVATION 9 9 r-l --1------------------,-+----------1-1 -------- - - - - - - - -,--1---, 1 __1 .....•......... ····~-,... .. . ..• I l I I 1 1 •. ., . ., .. ··1--- 1 I r--------+-.-------,----+---1------------t--~ . I ' . ,_ I • I I , . : I . I 9 I . I "' I I I ; I f------+-----------+----+-+----+-------1 UL 11 CITY OF CARLSBAD 11 =:ii] ' I I I EAST PERIMETER WALL PLAN VIEW ' I . I I I 1-------+-----------+---+----+--------,f------i GRADING PLANS FOR: THE ROOSEVELT t----------'-----+---------'-------1 I II DocuSign Envelope ID: 107190A6-4F6B-4298-B1AF-225C54442CC2 4/19/2023 REVIEWED BY: DATE DATE "AS BUILT" RVWD BY: OTHER APPROVAL INITIALDATE SHEET SHEETS APPROVED: CHKD BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK DATE INITIAL CITY APPROVALREVISION DESCRIPTION ENGINEERING DEPARTMENT RCE EXP. ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE JASON S. GELDERT GR2022-0013 CT2019-0006 537-2A JASON S. GELDERT INSPECTOR 42.00 44.00 46.00 40.00 38.00 36.00 42.00 44.00 46.00 40.00 38.00 36.00 48.00 6" H E A L " H L " 8" S T E M W A L L " S " 3' - 8 " F O O T I N G W I D T H " L " 2' - 6 " T O E " T " 6" H E A L " H L " 8" S T E M W A L L " S " 3' - 1 1 " F O O T I N G W I D T H " L " 2' - 9 " T O E " T " 6" H E A L " H L " 8" S T E M W A L L " S " 1' - 1 1 " F O O T I N G W I D T H " L " 9" T O E " T " 17 15 12 11 110' FINISH GRADEFRONT OF WALL BOTTOM OF FOOTING BOTTOM OF EXCAVATION WALL CALLOUT SEE TABLE SHEET 10 OF 12 TOP OF WALL WA L L H E I G H T H1 131416 11 13 16 17151412 2' - 6 " T O E " T " 3' - 8 " F O O T I N G W I D T H " L " 6" H E A L " H L " 8" S T E M W A L L " S " 3' - 3 " T O E " T " 4' - 5 " F O O T I N G W I D T H " L " 6" H E A L " H L " 6" H E A L " H L " 8" S T E M W A L L " S " 3' - 1 1 " F O O T I N G W I D T H " L " 2' - 9 " T O E " T " 6" H E A L " H L " 8" S T E M W A L L " S " 1' - 1 1 " F O O T I N G W I D T H " L " 9" T O E " T " TOP OF TEMPORARYVERTICAL CUT & 1:1 SLOPE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK OF THISPROJECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THEDESIGN OF THIS PROJECT S DEFINED IN SECTION 6703 OF THEBUSINESS AND PROFESSIONAL CODE, AND THAT THE DESIGN ISCONSISTENT WITH CURRENT STANDARDS, I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS ANDSPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME,AS ENGINEERING OF WORK, OF MY RESPONSIBILITIES FOR PROJECTDESIGN. LUCIA ENGINEERING, INC.12527 HUCKLEBERRY LANEARLINGTON, WA 98223(206) 790-8039 JOSEPH M. LUCIA, P.E. February 9, 2023 STRUCTURAL WALLS CALS AND DETAILS /, / I I SOUTH PERIMETER WALL E:LEVATION 7 J1 _______ _1_'+· }_ ____ --LJ ___ -+·-' ~~• ---------+4~t•------1 •.----r-T1 ______ -----r1n 1 I I I I I • SOUTH PERIMETER WALL PLAN VIEW f-------+-----------+----+-+----+--------1 ~ 11 CITY OF CARLSBAD 11 =:ii] >-----------<>-------------+---+-----+---+-----t GRADING PLANS FOR: THE ROOSEVELT >----------'--------+----------------1 I II DocuSign Envelope ID: 107190A6-4F6B-4298-B1AF-225C54442CC2 4/19/2023 110 COPPERWOOD WAY, SUITE P, OCEANSIDE, CA 92058 PH: 760-908-8745 ● info@civillandworks.com 1-w w 0:::: 1- U) 1- _J w > w U) 0 0 0:::: 0 I 0 I 0 . I 0 C - 0 I BMP ID # BMP TYPE SYMBOL SOURCE CONTROL G) ROOF DRAIN TO BIOFIL TRA TION STORM DRAIN STENCILING PERVIOUS PAVEMENTS DRAIN IUIDFF FROM lll'ERWlJS SlllFACES 1ll PER'IIOOS AREAS • I ' 'I TREATMENT CONTROL ® ® 0 10 BMP SIGN TRASH CAPTURE DEVICE 0 10 GRAPHIC SCALE SCALE: 1" = 10' =--==--==-:=-=::_..:r=-=-==-==--==--==-:=--==--==--c=-==--==---------,4----=------~-~-=---=--=,i ------~- BMP MAINTENANCE TABLE CASQA NO. QUANTITY SD-11 _7_EA. SD-13 _l_EA. SD-20 4,532 SF LID 2.2.5 TC-32 ~SF. 5 EA. MP-52 6 EA. 20 DRAWING NO. SHEET NO.(S) 527-7A 2 537-2 2 527-7A 2 527-7A 2 527-7A 2 527-7A 2 ADS FILEXSTORM PURE FULL TRASH CAPTURE INSERTS OR EQUIVALENT INSPECTION • FREQUENCY ANNUALLY ANNUALLY QUARTERLY QUARTERLY SEMI-ANNUALLY SEMI-ANNUALLY MAINTENANCE • FREQUENCY ANNUALLY ANNUALLY SEMI-ANNUALLY SEMI-ANNUALLY ANNUALLY ANNUALLY TG PER PLAN FG PER PLAN t t----t "x ..... m 6" PER FORA TED PIPE CONNECT TO BASIN OUTLET ORIFICE PLATE SEE ORIFICE DIAMETER IN BMP TABLE 18"X18" BASIN INLET NTS MODEL 6HD18FTC-VC 18"X18" INLET INSERT ADS PURE FTC FULL CAPTIJRE INSERTS wrnt VECTORCDNTRJ1M:) .MXeSS OOfTB) UN:. '5HOWS BASIN WALL l I I I I I I ~ 0.ENl4NCE R:IR A \'ECT<E CDNTROL NI.ES5 ,,,v = FiC RJU. 1RA9i' CAPllJRE B.\SKIT: 11GA.~ ST~JIUSS STEEi. "'7TH SMol Ol'EMNG5 SlA'ORT FRAMING:. l.2GA. 30t 5TAlla..ESS STEB.. ;:: I "I T..l»e 1: Product ~ ~ ~ ~ t# OtthBil!irl Dop, Ins@m. ADSJU<£ FTC ADS>ECmR --rn: ...... --------axrno..FTC P/N fe) o,¢,(o) (ft"J) FIC~Wh@n FTC fwwt:Tffle:J Empty(<FS) 6H>l2FTC--YC llXll 12 .. , &JI Q,Ct LEF'n: ·\C 1ax 1a .., ,.., ,u 6fE.2-FJC~'IIC 24X24 12 3.1 , .... 61-Eo"li.1.SFTC-YC 34X 18 12 .... 20.8 Ql)]G2,4f'TC-YC 3"X2.A 12 5 25.1 r.H»<FTC·IIC 3&06 12 1.t ., .. ,_ • ~~-';I~ . -----:-::--' ~ lilllllM:lnlllllldidalda9.U, "-tdlgCll!IIIGl ... Fll:.fMlia.. INSTAUATION INs:TRUCTIDNS: L RBIOVE GRATE AlOM THE ORAINA6E STRIJCnJRE 2. UEAN STONE AND DIRT FROM TIE GRATE SUl'l'ORT LEDGE (LIP) J. DROP THE fl.EX5fOI\M INlET flllER -rnROUGH IBE Cl.EAR 0!'94111G SUOl-rnAT 1HE RANGES REST FIRMLY ON TIE UP OF 1HE O\TOl BASJN1 4. REl'lACE THE GRATE ON TOP OF THE Fn.TER RlAMING ""'"'"[CFS) l.O ... 03 73 83 14.6 I I I I I I I I I 9rPi:Ufb.-lU!i! (O'S)'-.,FTC 16.id:et:5100.. Ful ,.. ,., . .. ... s.s ... IICHDiGEDRAH- .,. C ~l I r-- ST A!1-l.£SS STIB. t-nHGE JJAre . ADS PURE FTC RJLL CAPTURE INSERTS fuJ Trdl Ciphn lmM5 ... t,; z;:!: 01 IF) N i5 0 <- "" .J., ~~ ~ > 'O 'O "' :::, C. >< ! CD 0 "' "' tE :::, 0 i :::, IQ "' BMP CONSTRUCTION AND INSPECTION NOTES: THE EOW WILL VERIFY THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING IN COMPLIANCE WITH THE APPLICABLE REQUIREMENTS. PRIOR TO OCCUPANCY THE EOW MUST PROVIDE: 1. PHOTOGRAPHS OF THE INSTALLATION OF PERMANENT BMPS PRIOR TO CONSTRUCTION, DURING CONSTRUCTION, AND AT FINAL INSTALLATION. 2. A WET STAMPED LETTER VERIFYING THAT PERMANENT BMPS ARE CONSTRUCTED AND OPERATING PER THE REQUIREMENTS OF THE APPROVED PLANS. 3. PHOTOGRAPHS TO VERIFY THAT PERMANENT WATER QUALITY TREATMENT SIGNAGE HAS BEEN INSTALLED. PRIOR TO RELEASE OF SECURITIES, THE DEVELOPER IS RESPONSIBLE FOR ENSURING THE PERMANENT BMPS HAVE NOT BEEN REMOVED OR MODIFIED BY THE NEW HOMEOWNER OR HOA WITHOUT THE APPROVAL OF THE CITY ENGINEER. BUILDING ~ DEEPENED FOOTING p L PER EABLE WAIJ<.WAY CIP WALL SINGLE SHEET BMP SITE PLAN PARTY RESPONSIBLE FOR MAINTENANCE: NAME LAKEWOOD CONSTRUCTION INC. ADDRESS 2033 SAN ELIJO AVE. SUITE 423CONTACT CARDIFF CA 92007 PHONE NO. /4251345-2773 PLAN PREPARED BY: NAME _ ___,D~AV~l~D~CA~R~O~N'---- COMPANY CIVIL LANDWORKS CORP. ADDRESS 110 COPPERWOOD WAY SUITE P OCEANSIDE CA 92058 PHONE NO. /760) 908-8745 RANDOLF CHEREWICK SIGNATURE BMPNOTES: CERTIFICATION C70066 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. <;> V. C' ' ,,,,, "< 0 c:, -z. No.C070066 EXP.09/30/24 C/y\l. Will-I WATERPROOFING PER STRUCTURAL DESIGN SHEET 9 6" WIDE DRAINAGE DITCH 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. -;-~,. ADJACENT GRADE 1" LEVELING BED c__---r-6° PERFORATED SUBDRAIN /4" GRAVEL PERMEABLE WALKWAY SECTION BUILDING~ DEEPENED FOOTING NTS PERMEABLE WALKWAY 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. PERMANENT WATER QUALITY TREATMENT FACILITY WI TH WATERPROOFING CONCRETE DIVIDER STRIP ADJACENT GRADE ID/I BMP-1 BMP-2 BMP-3 BMP-4 BMP-5 BMP-7 KEEPING OUR WATER WAYS CLEAN ----+-~~)r~~~1~~1r1f;,,lr.,,.11 It,"",,"'.-,... MAINTAIN WITH CARE -NO MODIFICATIONS WITHOUT AGENCY APPROVAL 1 • LEVELING BED 6" PERFORATED SUBDRAIN 6° OF 3/4" GRAVEL PERMEABLE WALKWAY SECTION WATER QUALITY SIGN -PLACED AT EACH BIOFIL TRATION BASIN NTS NOTE: 1. PERVIOUS PAVEMENT TO INCLUDE SUBGRADE SLOPED AT 5% AWAY FROM BUILDING, AND 6" PERFORATED SUBDRAIN WRAPPED IN 3/4" GRAVEL, TO CONNECT TO PRIVATE STORM SYSTEM. BMP TABLE ORIFICE RISER GRAVEL AREA(SF) HEIGHT DEPTH TYPE DIA (IN) •x• (IN) "y" (IN) BIOFILTRATION (BF-1) 89 1.5 12 26 BIOFILTRATION (BF-1) 50 1.5 12 26 BIOFILTRATION (BF-1) 82 2 12 26 BIOFILTRATION (BF-1) 86 1.5 15 26 R/W 6" MIN. FREEBOARD FG PER PLAN CIP WALL PER STRUCTURAL DESIGN SHEETS 8-12 ><( f 0~J&_«,< 18" ENGINEERED SOli:" · »'0;:'0;: "~/,, % 4" WASHED PEA GRAVEL FILTER COURSE 3/4" GRAVEL 'J" DRAIN TO PRIVATE ONSITE STORM SYSTEM I NOTE: ALL BIOFIL TRATION AREAS WILL HAVE A SIGN POSTED TO BE VISIBLE AT ALL TIMES. 6" PVC SD THROUGH BASIN WALL DOWNSPOUT TO BASIN WHERE APPLICABLE INSTALL RIP-RAP AS NECESSARY PROPOSED BUILDING WHERE APPLICABLE 6" OUTILET PIPE BIOFILTRATION (BF-1) 89 2 12 26 BIOFILTRATION BASIN DETAIL PERVIOUS PAVEMENT 3,223 N/A N/A PERMEABLE PAVEMENT ORCO PAVERS, CASCADA OR EQUIVALENT ll-llCKNESS=3.125 IN. N/A 1" TO 2" LEVELING BED 4" CHOKER COURSE 12" OF 3/4" GRAVEL ~. 1//~,,(~ CUTOFF WALL/GIP WALL CUTOFF WALL/CIP WALL PER STRUCTURAL DESIGN PER STRUCTURAL DESIGN SHEET 9 AS APPLICABLE SHEETS 8-12 AS APPLICABLE 6" SCH40 PVC PERFORATED PIPE W/ WASHED 3/4' GRAVEL WRAPPED IN FILTER FABRIC (MIRAFI 140N OR EQUIVALENT) 3' GRAVEL UNDER PIPE DRAIN NOTE: PAVEMENT SECTION MAY VARY DUE TO SOILS ENGINEER'S RECOMMENDATIONS AND 'R' TEST VALUES IN THE FIELD PERMEABLE PAVEMENT SECTION NTS NTS "AS BUil T" RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE 1------+----------------+---+---+----I uru c11X1N£RtG ~E¾A~k~~AD ~ ~ GRADING PLANS FOR: THE ROOSEVELT JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DA TE ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL RVWD BY: E tvl E CHKD BY: GO PROJECT NO. DRAWING NO, CT2019-0006 537-2A DocuSign Envelope ID: 107190A6-4F6B-4298-B1AF-225C54442CC2 4/19/2023