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DWG 533-8A; CDP 2020-0018; FORESTER RESIDENCE; 01-15
2-+1 6 5,9(5 $ & ([S /,9,& )7$ 2(,/$&) 7 6 5 (*,6 152 $, , 1((5 2 7(5('3 5 2 )(66,1$/ ( 1 * $6%8,/7 03/23/2023 03/23/2023 EXPORT PORTION OF REMEDIAL: 1,000 CY NF GRADING & IMPROVEMENTS NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PRE\1/0USL Y APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL RE\1/SE 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 RE\1/SIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS \Ill OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 7. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE RE\1/SION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE TITLE SHEET. 8. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 9. THE ORIGINAL DRAWING SHALL BE RE\1/SED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SIT£ AT ALL TIMES DURING CONSTRUCTION. 11. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 12. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPEC/FICA TIONS AND THE " EARTHWORK SPEC/FICA TIONS • ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 13. A PRECQNSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGJNNING Of WORK AND SHAii BE ATTFNQm BY All REPRE5ENTATIIIE$ RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPER\1/S/ON. TESTING AND ALL OTHER A$PECTS OF THE WORK THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTION MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DAT£ AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PR0\1/DED BY THE PROJECT INSPECTOR AT THE MEETING. 14. ALL IN$PECTION REQUESTS OTHER lliAN FOR PRECONSTRUCTION MEETING W.L RE MADE BY GAIi iNG THE ENGINEERING 24 HO/IR INSPECTION REQIIFST l /NE AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 15. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DE\1/CES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STAT£ AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 16. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMtmNG A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PR0\/1S/ONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CA \/ING 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 Pl AN VARIES FROM THE SHORING SY$TEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE CODE. THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 17. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 18. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 19. ALL OPERATIONS CONDUCTED ON THE SIT£ OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL. DEPARTURE OR OPERATION OF TRUCKS, EARTHM0\1/NG EQUIPMENT. CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED 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 EARTHM0\1/NG OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 20. ALL OFF-SIT£ HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 21. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WAST£ MATERIAL SHALL BE DEPOSITED AT. A SIT£ APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 22. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 23. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HAVE A MINIMUM ONE PERCENT SLOPE. 24. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 25. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SIT£ SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SIT£ APPROVED OF BY THE CITY ENGINEER. 26. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 27. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 533-8L • AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. CONT. GRADING NOTES 28. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE 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. 29. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE Cf TY ENGINEER. 30. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SIT£ SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF THE GRADING PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED WORK. 31. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SER\1/CE ALERT (DIG ALERT) 811 SDG&E (800)411-7343 SPECTRUM CABLE 800)227-2600 AT&T ~619)237-2787 COX COMMUNICATIONS 619)262-1122 CITY OF CARLSBAD(STREETS & STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER,WATER & RECLAIMED WATER) (760)438-2722 "SAN DIEGUITO WATER DISTRICT (760~633-2650 "LEUCADIA WASTEWATER DISTRICT (760 753-0155 "VALLECITOS WATER DISTRICT (760 744-0460 'OLIVENHAIN WATER DISTRICT (760 753-6466 'BUENA SANITATION DISTRICT (760)726-1340 x1330 *AS APPROPRIATE 32. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING THE APPLICANT HIRES A C/\1/L ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK IN PROGRESS {15.16.120 A.8} CARLSBAD MUNICIPAL CODE. B. PRIOR ro COMPl,EUON OF GRADING WORK THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. (5) PERMANENT STRUCTURAL BMP INSTALLATION CERT/FICA TE. (6) PERMITTED WALL FINAL INSPECTION REPORT. 33. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 34. IN ACCORDANCE WITH THE CITY STORM WATER STANDARDS, ALL STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDED TO PROHIBIT WASTEWATER DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDED TO THE SATISFACTION OF THE CITY ENGINEER. 35. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENTS AGREEMENT. 36. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT. THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS 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. FIRM: FUSION ENGINEERING & TECHNOLOGY ADDRESS: 1810 GILLESPIE WAY SUIT£ 207 CITY, STAT£: a CAJON CA 92020 TELEPHONE: 619-992-6618 BY: /kk11fkM ''jOH'/i S. RIVERA DAT£ R.C.E. NO.:_C=7~3=8~78~------------ REG/STRA TION EXP/RATION DA TE: ....,6CL/.-"3"'0/.c..,2,.,,3 _____ _ SOILS ENGINEER'S CERTIFICATE I, ANDRES BERNAL • A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY 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 DECEMBER 31, 2019 AND DECEMBER 31, 2019. TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY. SIGNED: G. E. /P.E. NO.: ___ _:_:R'-"C::c.E...:6::.,2'-"3"'6"'6 fc_G,c,Ec....=2.:...7:..::15::..__ DATE: 3/23 /2023 LICENSE EXP/RA 1/0N DA TE: 9/30/23 OWNER'S CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE- REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TEST VERSION. 3/23/2023 JOHN G. FORESTER DATE \1-3- JULIE A. FORESTER DATE ADAMS SlREET .... PROJECT SITE VICINITY CITY OF OCEANSIDE HIGHWAY· 7B -. _\ • OCEAN MAP ! ♦ N NOT TO SCALE w.... - CITY OF ENCINITAS ~ - EARTHWORK QUNTITIES CUT: 288 ---===---CY FILL: 2188 --==---CY LOT PULL: 300 -~~-Cr IMPORT: 1.600 -~=~-Cr REMEDIAL: 2.200 -~~-CY TOTAL LOT AREA = 23.222 S.F. (20.529 S.F. AFTER DEDICATION) TOTAL DISTURBED AREA = 30 880 S.F. (THIS AREA INCLUDES BUT IS NOT LIMITED TO OFF-SIT£ WORK INCLUDING PUBLIC IMPROVEMENTS AND TEMPORARY DISTURBANCE SUCH AS VEHICLE AND EQUIPMENT STAGING AREAS, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWA YS) TOTAL REPLACED IMPER\1/0US AREA = B 863 SF, TOTAL PROPOSED IMPERVIOUS AREA = 12 763 SF, BENCH MARK DESCRIPTION: THE CIIY OF GAR/ $RAD BENCHMARK DESIGNA 7fQ ·ua· ROS 17271 LOCATION: ADAMS SJREET & HIGHLAND DRIVE EAST ELEVATION: BB 671 DA TUM: NGVD 29 BASIS OF BEARING THE EAST LINE OF LOT 13 ~S .SHOWN ON TRACT MAP NO, 2152 I.E. N 03'53 00 E DEVELOPER/OWNER NAME: JOHN AND JULIE FORESTER ADDRESS: 300 CARLSBAD VILLAGE DR SIT£ 108A-355 PHONE NQ_:(760) 535-4343 REFERENCE DRAWINGS SEWER IMP., PROJ.j 6-12, DWG 149-8 ADAMS STREET IMP., PROJ.j MS 96-01. DWG 369 HIGHLAND DR. WATER MAIN REPLACEMENT. CMOO 88-107, DWG 937-4 ADAMS STREET ALIGNMENT STUDY, PROJ. # 3364, DWG 331-5 SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION GATHERED ON SEPTEMBER 04, 2014 BY GEOCENTRIC LAND SURVEYING. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. SHEET INDEX SHEET 1 -TITLE SHEET AND NOTES SHEET 2 -DETAILS SHEET 3 -EXISTING CONDITIONS/DEMO PLAN SHEET 4 -GRADING PLAN SHEET 5 -PRECISE GRADING & WATER SER\1/CE PLAN SHEET 6 -TIER 2 SWPPP NOTES SHEET 7 -TIER 2 SWPPP PLAN AND DETAILS SHEET 8 -SINGLE SHEET BMP SITE PLAN SHEET 9 -PUBLIC SURFACE IMPROVEMENTS SHEET 10 -PUBLIC SURFACE IMPROVEMENTS SHEET 11 -GRADING PLAN CROSS SECTIONS SHEETS 12 THRU 15 -STRUCTURAL NOTES & DETAILS LEGAL DESCRIPTION LOT 13 PER SUBDIVISION MAP 2152 GRADING LEGEND DESCRIPTION PROPOSED PROJECT BOUNDARY AND R/W CONTOURS PAD ELEVATIONS FINISH FLOOR ELEVATION DWG.NO. GARAGE FINISHED FLOOR ELEVATION FLOW LINE ELEVATION FINISHED SURFACE ELEVATION FINISHED GRADE ELEVATIONS TOP OF CURB ELEVATION GRADE EARTHEN SWALE W=2'. D=0.5' DAYLIGHT LINE / LIMITS OF GRADING 6" CURB S.D.R.S.D. G-1 CMU RETAINING WALL S.D.R.S.D. C-4 CONCRETE RETAINING WALL PER STRUCTURAL NOTES & DETAILS SEE SHEETS 12-15 SYMBOL ---- --100- PAD=92.00 FF=92.67 GFF=92.00 600.00 FL 60D.OO FS 600.00 FG 600.00 TC 1.0% _ _..._ __ ......._ __ FOUNDATION WALL / STEM WALL (REFERENCE ONLY) , 11 o o o 11 11 PERIMETER FENCE 6" SPEE-D BASIN WITH ATRIUM GRAT£ OR EQUIV. 12"x12" CATCH BASIN BROOKS BOX OR EQUIV. WITH TRAFFIC RA TED GRATE IN DRIVEWAY 18"x18" GRAT£ INLET JENSEN PRECAST OR EQUIV. WITH TRAFFIC RA TED GRATE 4" PVC DRAIN 8" HDPE DRAIN MODULAR WETLAND SYSTEM L-4-8 5• P.C.C. PAVING 121 [Q] [I]]] Bl IMPROVEMENTS LEGEND DESCRIPTION PROPOSED FINISHED SURFACE £LEVA TION TOP OF CURB ELEVATION FINISH GROUND ELEVATION DWG.NO. 6" A.C. BERM S.D.R.S.D. G-05 TYPE 'A' SYMBOL 60D.OO FS 600.00 TC 60D.OO FG SAWCUT LINE/ REMOVE EXISTING PVMT. 3" GRIND & OVERLAY b ,--,\>••///)<_X">] [,;/ , .. --,:•~/>>;/<·•••/] PROPOSED AC PAVEMENT 4" A.C./4" A.B. TO BE VERIFIED WITH R-VALUE TEST BY GEOTECHNICAL ENGINEER IN FIELD PRIOR TO PLACEMENT I 5" P.C.C. DRIVEWAY APRON CURB OULET S.D.R.S.D. D-25 EXISTING LEGEND DESCRIPTION EXISTING PROJECT BOUNDARY AND R/W CONTOURS STREET SIGN POWER POLE & OH LINES STREET LIGHT ON PP WATER MAIN WATER METER FIRE HYDRANT SEWER MAIN SEWER LATERAL SEWER MANHOLE GAS MAIN CATCH BASIN TYPE 'F' SYMBOL -~100-- -o·· i, + --'W-- IXXJ --'W-- ----i@ ----10>--- --GAS-- 181] I I I QUANTITY 340 L.F. 110 L.F. 32 S.F. 24 C.Y. 505 L.F. 3 EA. 5 EA. 1 EA. 153 L.F. 181 L.F. 1 EA. 4,120 S.F. QUANTITY 316 L.F. 1,015 S.F. 915 S.F. 1,133 S.F. 250 S.F. 1 EA. WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES. EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPEC/FICA TIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS . THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. 1. 2. 3. 4. 5. 6. 7. 8. 9. CARLSBAD MUNICIPAL CODE CITY OF CARLSBAD ENGINEERING STANDARDS THIS SET OF PLANS RESOLUTION NO. 7415 DATED 5/19/2021 THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). SOILS REPORT AND RECOMMENDATIONS BY ADVANCED GEOTECHNICAL SOLUTIONS DATED DECEMBER 31, 2019. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED NOT APPLICABLE ENVIRONMENTAL APPROVAL DOCUMENTS DATED NOT APPLICABLE 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY NDT APPLICABLE 00/D NO. NOT APPLICABLE 11. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY FUSION ENGINEERING & TECHNOLOGY DA TED FEBRUARY 2020. 12. CALIFORNIA STORM WATER QUALITY ASSOC/A TION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SIT£ BMP MANUAL. ABANDONMENT NOTES PART/ALLY COMPLETED PROJECTS SEEKING TO INDEFINITELY STOP WORK AND CLOSE THE GRADING PERMIT MUST IMPLEMENT APPROPRIATE ACCESS RESTRICTION AND EROSION AND SEDIMENT CONTROL MEASURES TO THE SATISFACTION OF THE CITY. INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1) PERMANENTLY STABILIZE ALL SLOPES (>5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NDN-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE. 2) PERMANENTLY STABILIZE FLAT AREAS (,5;5%) -70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES)OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE. 3) RESTRICT ACCESS TO SIT£ -COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE. 4) S/GNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING. AND TRESPASS/NG ARE PROHIBITED. 5) TRESPASS ENFORCEMENT AUTHORIZATION LETTER MUST BE SENT FROM THE OWNER TO THE CITY OF CARLSBAD POLICE DEPARTMENT. 6) NOTARIZE AND RECORD AGAINST THE PROPERTY AN AGREEMENT STATING THAT OWNER IS RESPONSIBLE FOR MAINTAINING FENCING AND S/GNAGE, ADHERING TO THE FIRE PREVENTION ORD/NATION. KEEPING THE SIT£ FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SIT£ UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE. IMPROVEMENTS LEGEND CONT'D DESCRIPTION DWG.NO. PROPOSED 6" TYPE 'G' CURB & GUTTER S.D.R.S.D. G-2 1" WATER SERVICE, 1 • METER C.M. W.D. W-5, W-6 & 1• BACKFLOW PREVENTER DRIVEWAY SIGHT VISIBILITY TRIANGLES TRENCH RESURFACING C.M.W.D. W-2 & GS-25 SYMBOL -----<@ ""%a @" ~ ~'\) STRUCTURAL (POST-CONSTRUCTION) BJ.IP TABLE QUANTITY 267 L.F. 1 EA. 15 L.F. STORMWA TER REQUIREMENTS THAT APPLY: n STANDARD STORM WATER REQUIREMENTS ~ PRIORITY PROJECT REQUIREMENTS EXEMPT FROM HYDROMODIFICA TION? C><] YES (SEE SWMP FOR DOCUMENTATION) □ NO TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY BF-3 MODULAR WETLAND PRIVATE TED 5 ANNUAL UNIT L-4-8 SD-A TREE WELL PRIVATE TED 5 ANNUAL 6' DIA. CANOPY RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE ACCESSORS PARCEL NO. 206-192-08 f----+--+------------1----1----1------l.---11 sH1EET I CITY OF CARLSBAD ~5 ~=:=:'...':::::=:::=EN::::G::::IN:::::E:::E=:R:::::IN:::::G:::::::::D:=E:::::PA::::R:::::T:=M:=EN::::T::::===::...'::L_lQ_J:::=:::::::::~ PROJECT ADDRESS 4464 ADAMS STREET CARLSBAD CA. 92008 FUSION ENG TECH 1810 GILLESPIE WAY #207 EL CAJON, CA 92020 (619) 736-2800 l-----ll----+----------------1-----1---+----I----I GRADING & IMPROVEMENT PLANS FOR: /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION FORESTER RESIDENCE 4464 ADAMS STREET GR2021-0037 TITLE SHEET APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DWN BY: " " 1·' 0 . DATE INITIAL DATE INITIAL CHKD BY: J.R. OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. CDP 2020-0018 DRAWING NO. 533-BA DocuSign Envelope ID: 87FBB893-DBF0-4AB1-9A33-042A898F85F3 7/27/2023 $6%8,/7 +,*+/$1''5,9( 5(6,'(17,$/675((7 6(&7,21$$ 3/$19,(: 127(6 75((:(//:,7+23(163$&()86,21(1*7(&+ *,//(63,(:$< (/&$-21&$ ($57+%(50'(7$,/ $'$06675((7 5(6,'(17,$/675((7 $'$06675((7 5(6,'(17,$/675((7 03/23/2023 NF STREET NOTES 1. ACTUAL smucTURAL SECTIONS WILL BE DETERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON THE PREPARED BASEMENT SOIL. THE "R" VALUE TESTS AND THE ENGINEERED smucTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2. smEET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERVICE POINTS AND HAND-HOLES SHALL BE SHOWN ON THE "AS-BUILT" PLANS. NO DIRECT BURIAL smEET LIGHT FOUNDATIONS WILL BE ALLOWED. ALL LUM/NA/RES SHALL BE ·cur OFF" TYPE. .3. ALL UNDERGROUND UTILITIES AND LATERALS SHALL BE INSTALLED PRIOR TO CONSmUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF smEETS. 4. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR smEET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 5. WHEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMINISmA TIVE CODE. 6. STREET ffiEES SHALL BE INSTALLED PER SECTION VI OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 7. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE LIMITS OF WORK OF THIS PLAN PER SDRS DWG M19. 8. ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. 9. TWO (2) SETS OF SURVEY (CUT) SHEETS SHALL BE PROVIDED TO THE CITY ENGINEERING INSPECTOR. 10. smEET LIGHTS SHALL BE 5,500 LUMEN (40 WATT) OR 13,700 PUPIL LUMEN (100 WATT) HIGH EFFICIENCY INDUCTION LIGHTS. SEWER NOTES 1. SEWER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS (LA TEST EDITION), VOLUME I-GENERAL DESIGN STANDARDS, CHAPTER 6-DESIGN CRITERIA FOR GRAVITY SEWER LINES AND APPURTENANCES, AND VOLUME 3 -STANDARD DRAWINGS AND NOTES AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON, LA TEST EDITION (GREEN BOOK). 2. BEFORE ANY CONNECTION TO THE CITY'S EXISTING SYSTEM, A PERMIT SHALL BE OBTAINED FROM THE CITY. IT MUST BE SIGNED AND APPROVED BY THE CITY ENGINEER OR DESIGNEE. 3. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. a A "' i c'i 4.9' DIA. AMEND. SOIL (1) 6' DIAMTER CANOPY TREE 57 C.F. OF AMENDED SOIL (D-J6", A•4.9') SEE SAN DIEGO COUNTY GREEN STREET STANDARD DRAWING GS-1.04a FOR ADDITIONAL DETAILS TREE SPECIES PER LANDSCAPE PLANS PER SEPARATE PLAN NOT TO SCALE ROOT BALL r.t?fR FlLTER ~ OR TOP OF SLOPE I I J' NOT TO SCALE 4' 1' BERM TO BE MAINTAINED DURING ROUGH GRADING 2% MIN. A WATER NOTES 1. WATER & RECYCLED WATER MAIN AND APPURTENANCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "CITY OF CARLSBAD ENGINEERING STANDARDS" (LA TEST EDITION) VOLUMES 2 & 3. 2. BEFORE ANY CONNECTION OR SHUT DOWN OF VALVES ON EXISTING C.M.W.D. LINES. A PERMIT SHALL BE OBTAINED FROM THE C.M. W.D. OFFICE AND MUST BE SIGNED AND APPROVED BY THE CITY OF CARLSBAD'S DEPUTY CITY ENGINEER AND THE UTILITY OPERATIONS' PUBLIC WORKS MANAGER. 3. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE AT (760) 438-3891 INSPfCVQN RFOUFSTS MUST BF RFCFIVFD PRIOR TO z· oo PM. ON THE WORK DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 4. NO TREES OR STRUCTURES SHALL BE ALLOWED IN THE WATER LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL BE REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROM THE DISTRICT ENGINEER. 5. ALL BURIED COPPER PIPING AND APPURTENANCES SHALL BE PROTECTED BY MEANS OF CA THOD/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRATES THAT PROTECTION CAN BE PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER WILL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 6. THE EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MATERIALS OF THE FIRE LINE LOCATED BETWEEN THE DETECTOR CHECK VAL VE AND BUILDING SHALL BE DETERMINED BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL POTABLE WATER SERVICES SHALL BE 1" AND ALL METERS SHALL BE/" (UNLESS OTHERWISE NOTED ON PLANS). 8. ALL WATER METER BOXES SHALL BE 17" X 30" X 12• POLYMER CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 9. MINIMUM SPACING BETWEEN POTABLE WATER SERVICES AND SEWER LATERALS SHALL BE 10 FEET. 10. THE TOP OF WATER METER BOXES SHALL BE FLUSH WITH THE FINISHED SURFACE GRADE. 11. CONSTRUCTION OF WATER MAINS AND RECYCLED WATER MAINS SHALL ADHERE TO THE "CRITERIA FOR THE SEPARATION OF WATER MAINS AND SANITARY SEWERS" PUBLISHED BY THE STATE OF CALIFORNIA'S DEPARTMENT OF HEALTH SERVICES. 12. AXIAL DEFLECTION AT THE PIPE JOINTS JS NOT ALLOWED. THE USE OF A HIGH- DEFLECTION COUPLING AT A PIPE JOINT MAY BE PERMITTED BY THE INSPECTOR ON A CASE BY CASE BASIS NOT TO EXCEED 4 DEGREES TOTAL DEFLECTION PER COUPLING (2 DEGREES/EACH GASKET). USE CERTAINTEED "VINYL -IRON" H.D. FOR C900. 13. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WAY, A CITY RIGHT OF WAY PERMIT SHALL BE REQUIRED. 14. NO cumNG OR SNAPPING OF ASBESTOS CEMENT PIPE (ACP) IS PERMITTED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL ACP X PVC ADAPTORS AND THE NECESSARY PVC SIZE AND CLASS PIPE TO INSTALL THE TEE AT THE STATION. SITE SPECIFIC DATA PROJECT NUMBER 14264 PROJECT NAM[ FORESTER RESIDENCE PROJECT LOCATION CARLSBAD, CA STRUCTURE ID BF-3-1 TREA TM[NT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) N/A 0.018 TREATMENT HGL AVAILABLE (FT) N/K PEAK BYPASS REQUIRED (CFS) -IF APPLICN3LE 1.85 PIP[ DATA IE MATERIAL DIAMETER INLET PIPE 1 76.33 HOPE a· INLET PIP[ 2 N/A N/A N/A OUTLET PIPE 75.00 HOPE a· PR UREA TM[NT BIOFILTRATION DISCHARGE RIM [/.£VAT/ON 80.50 80.50 80.50 SURFACE LOAD PEDESTRIAN N/A PEDESTRIAN FRAM[ & COVER 24" X 42" OPEN PLANTER N/A WETLANDMEDIA VOLUME (CY} 2.00 ORIFICE 5/Z[ (DIA. INCHES) ¢1.24" NOTES: PRELIMINARY NOT FOR CONSTRUCT/ON. INSTALLATION NOTES I. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL TH[ SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND TH[ MANUFACTURERS' SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURER'S CONTRACT. 2. UNIT MUST 8[ INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BAS[ UNLESS SPECIFIED BY TH[ PROJECT [NG!NffR. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROJECT [NG/NffR'S RECOMMENDED BAS[ SPECIFICATIONS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. ALL PIPES MUST B[ FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIP[ MUST B[ FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL PIPES SHALL 8[ SEALED WA T[RTIGHT PER MANUFACTURER'S STANDARD CONNECTION DITAIL. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL PIPES, RISERS, MANHOLES, AND HA TCH[S. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. VEGITAT!ON SUPPLIED AND INSTALLED BY OTHERS. ALL UNITS WITH VEGETATION MUST HAV[ DRIP OR SPRAY IRRIGATION SUPPLIED AND INSTALLED BY OTHERS. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING BIO CLEAN FOR ACTIVATION OF UNIT. MANUFACTURER'S WARRANTY IS VOID WITHOUT PROPER ACTIVATION BY A BIO CLEAN REPRESENTATIVE. GENERAL NOTES I. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 15. PRIOR TO BACKFILL, INSTALL TRACER WIRE ON TOP OF PIPE AND SECURE IN PLACE WITH 2-INCH WIDE PLASTIC ADHESIVE TAPE AT MAXIMUM 10-FOOT INTERVALS. WIRE TO ENTER VAL VE STANDS BY MEANS OF DRILLED HOLE IN PIPE STAND WALL JUST BELOW 4TTBOX. WIRE IS NOT TO INTERFERE WITH VAL VE NUT OPERATION. RUN TRACER WIRE CONTINUOUSLY ALONG PIPE AND TERM/NA TE IN ADJACENT VAL VE BOXES FOR BURIED ASSEMBLIES OR BURIED VALVES. WHERE BURIED SPLICES OCCUR, USE AN ELECTRICAL EPOXY RESIN SUCH AS SCOTCHCAST, OR APPROVED EQUAL. PROVIDE 24 INCHES OF COILED WIRE AT ACCESS POINTS FOR ATTACHMENTS OF PIPE LOCATING EQUIPMENT. EACH INSTALLED RUN OF PIPE SHALL BE CAPABLE OF BEING LOCATED USING THE TRACER WIRE. PROTECT WIRE INSULATION FROM DAMAGE DURING INSTALLATION AND BACKFILLING. WIRE INSULATION THAT IS BROKEN, CUT, OR DAMAGED SHALL BE REPLACED. TRACER WIRE SHALL BE AWG NO. 8 STRANDED COPPER WIRE WITH HIGH MOLECULAR WEIGHT POLYETHYLENE (HMW/PE) INSULATION SPECIF/CALLY DESIGNED FOR DIRECT BURIAL IN CORROS/ VE SOIL OR WATER. POLYETHYLENE INSULATION SHALL CONFORM TO ASTM D 1248, TYPE 1, CLASS C. WIRES WITH CUT OR DAMAGED INSULATION ARE 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIM[NSIONS, W[IGHTS AND ACCESSORIES PLEAS[ CONTACT BIO CLEAN. NOT ACCEPTABLE AND REPLACEMENT OF THE ENTIRE WIRE WHICH HAS BEEN DAMAGED WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. 16. CONTRACTOR TO SUBMIT E-28 FORM TO CM&/, MINIMUM 2 WEEKS PRIOR TO SCHEDULED WATER SHUTDOWN. EX. W'LY R/W 55' 5' R/W DEDICATION PR 2021-0007 EX, PR, E'LY E'LY L --~25~•----~-1------_225:l'' __ _::::=⇒' PROJECT 25' I R{W RfW /ES NOT TO SCALE Tl=5.0 VARIES q_ 17' PROP. 6" TYPE 'G' CURB & GUTTER TC/FL PER PLAN 8' J' I I (STA 11+J2.61 TO 14+12.07) EXISTING GROUND • J" GRIND & OVERLAY, W= 1 B" (TYP.) i SAWCUT REMOVE & REPLACE A.C. PVMT 4" A.C./4" A.B .. WIDTH VARIES, 12" MIN. fA.C. PAVEMENT 4" A.C./4" A.B., WIDTH VARIES; PAVEl,/ENT TH/CKNfSS TO BE VffilF/fD WfTH R-VALUE T£ST BY G£0T£CHN/CAL ENGINEER IN FlillJ PRIOR TO PLACEMENT EX. EX. PR. N'LY S'LY S'LY R/W R/W R/W i~•---------~55~•------------+l-~•11---• PROJECT 25' 25' VARIES VARIES I ~70' ~20' 5' I 5' R/W DEDICATION ONLY NO FRONTAGE IMPROVEMENTS PR 2021-0007 EX. W'LY R/W V, RIES 25' NOT TO SCALE T/=5.0 VARIES WETLANDMEDIA BED C/L ,---..;t---t--:,,,------,,rPATENTED PERIMETER VOID AREA DRAIN DOWN LIN[ ~ PRE-FILTER-f-fn..,-ai=L~.~"il~t i=fl;j CARTRIDGE - !NIB PIPE-l_fr,iF,"' Sff NOTES PLAN VIEW C/L 78.94 PEAK HGL OUTIB PIPE Sff NOTES 80.50 RIM/FG FI..OW CONTROL RISER 7. . IE OUT 6._J L4•-o·___J L6· l--'..----5•-o· ~ ELEVATION VIEW INTERNAL BYPASS DISCLOSURE: TH[ DESIGN AND CAPACITY OF TH[ PEAK CONVEYANCE METHOD TO B[ REVIEWED AND APPROVED BY TH[ [NG!NffR OF RECORD. HGL(S) AT PEAK FLOW SHALL 8[ ASSESSED TO [NSUR[ NO UPSTREAM FLOODING. PEAK HGL AND BYPASS CAPACITY SHOWN ON DRAWING AR[ USED FOR GU/DANG[ ONLY. 'tEGUATION PLANT ESTABLISHMENT MEDIA 6.__J -----6·-o·----L 1,_. ~---7'-o"---___,i • ~ tr 'I • "'~ _, ,.. LEFT END VIEW I "' _, "' -'--+-©---- 6'_MIN. 8AS[ • "' RIGHT END VIEW TREATMENT FLOW (CFS) OPERATING HEAD (FT) PRETREATMENT LOADING RAT[ (GPM/SF) WETLAND MEDIA LOADING RAT[ {GPM/SF) 0.018 J.7 2.1 1.0 ~ . .. _ PROPRIITARY AND CONFIDENTIAL: h,., ~fl.AN~ rHE INFORMATION CONTAINED IN THIS DOCUUENT IS THE SOI£ B ·1 o ~ c1 ea n T1IS ffl(){U:T 1141' ii£ ffl07fCIE1l er ONC w IL)RC OF PROP£RTY OF FOl?TfRRA AN(] ffS COUPAH/£S. THIS OOCUMENT, l~J nc truIMIG us fllrDl!S: ,:~· 7,~10,.I&\" NOR Allr PN?T TIIER£0F, /MY BE USED, REPRODUCED OR IIODIFIE[} ~ MWS-L-4-6-5'-5"-V-HC STORMWATER 8/0FILTRATION SYSTEM STANDARD DETAIL ~:~~Rrumt fORru/1 l'ATfHIS !JR IN ANY IIANNER W/11-1 our i1-IE WR/rTEN CONSEJff OF FORrER~. A Fart.... 55' q_ 25' 25' 17' PROP. 6" A. C. BERM TB PER PLAN 8' , , , (;!:~ 14+12.07 TO 15+80.24) t~," 17+76.11 TO 19+17.72/ EX, E'LY R/W I , y EXISTING GROUND SLOPE VARIES • J" GRIND & OVERLAY, W= 1 a• (TYP.) l SAWCUT REMOVE & REPLACE A.C. PVMT 4" A.C./4" A.B .. WIDTH VARIES, 12" MIN. JA.C. PAVEMENT 4" A.C./4" A.B., WIDTH VARIES PAVEMENT TH/CKN£SS TO BE VffilFIED WITH R-VALUE TEST BY GEOT£CHNICAL ENGINEER IN F/[U) PRIOR TO PLACEMENT RCE __ _ EXP. ___ _ DATE REVIEWED BY: INSPECTOR DATE I VARIES ~ ~ PROPOSED FINISHED GRADE PROP. CONG. WALL PER DETAIL 2, SHEET 15. TW/TF PER SHEET 4. >-----+---+-----------f----+---+-----+-----i I SH2EET I CITY OF CARLSBAD ~5 ::====''...':::::=::::::::EN:::G:::::l:::N:::EE:::::R:::IN:::G:::::::::D:::E:::PA:::R:::T:::M:::E:::NT===-'=LlQ_j====: ,:,;:;a ~ NOT TO SCALE EXISTING SLOPE DITCH DRAIN PER DETAIL 2, SHEET 15 SEE ENCROACHMENT AGREEMENT EA 2022-0018 1 DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING & IMPROVEMENT PLANS FOR: FORESTER RESIDENCE 4464 ADAMS STREET GR2021-0037 NOTES AND DETAILS APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CDP 2020-0018 DRAWING NO. 533-BA DocuSign Envelope ID: 87FBB893-DBF0-4AB1-9A33-042A898F85F3 7/27/2023 6723 +,*+/$1' '5,9( $'$06675((7 /273(50$312 $6%8,/7 )86,21(1*7(&+ *,//(63,(:$< (/&$-21&$ 03/23/2023 NF \ \ \ \ \ ' ~EXISTING INLEr 0 EXJST. TYPE 'A' \ CLEANOUT PER DWG ~~-7D ' *PUBLIC IMPROVEMENT NOTE: SEE SHEETS 9 AND 10 FOR PAVEMENT REMOVALS ON ADAMS SlREET; EXISTING lRAFFIC SIGN TO BE RELOCATED BEHIND PROPOSED CURB AND GUTTER. /---r-~===--= --~--:--=~~~ l ·-----::::.----/ --~--,----, I 'V .,--,-, ...... ' ,, 90~ ',,:~-----...... '~>---------~...... ~ -,~<~ . ,----,, ,, ~ ·--------...... . \:'' -....;---...... ....,_ ----. ---...... .... di'_, \ V .>,-t/2~7'1 ..... ----~....... ..... \'\ ... ---.......... ,------~-, . ......... ,. _,,, ·---.......... ·-"' ....... --. ... ..... ·._ " ·-,, ', ··-,_ ........... ·-----~~ ,.,_ --._ ,-., --------~ ,f>~ '<':·---, ,, -<t~s.~,,_ "',~: . ,,_ --~· ' .... . . '' -,, ---' ""-, " ........... ·-----..... -"''', .,,,,. ...... -~ ' ---.....__, ..,,...---' --------- . ~-:-----__ , .. ··----. . ....... ------~ ----------- -~-,"~~ -._ ----EXl5nNG -I ---..: :.,__ -~ .... --BOUNDARY .. . 'I ,, .-. " -.. _ --.LINE · ·· ... """~ -·:---<' -----7J-----·-- ..... _ ;c_:.._,,--~,.,-.--APPROXIMATE LOCATION OF -EXffll~~J,~ /t,~ ~-,0 :--.-----~---~~:-::~~~ ---..;;;;;;:--···. --------... ---... ... .......__ ... POTHOLE NOTE: CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISITNG DRY /WET UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. EASEMENT NOTE: A NON-PLOTTABLE EASEMENT FOR THE PURPOSES OF RIGHT OF WAY FOR TELEPHONE AND/OR ELEClRIC POLES AND LINES, AND FOR SEWER, WATER, AND/OR GAS I.IA/NS AND PIPE LINES, TOGETHER WITH THE RIGHT TO ENTER ON SAID REAL PROPERTY FOR PURPOSES OF CONSTRUCTTON, RECONSlRUCTTON, REPAIRING AND ALTERING PER BOOK 1691, PAGE 426, OF omCIAL RECORDS, RECORDED JUNE 20, 1944. 20 0 20 40 60 ---- SCALE 1 " -20' LEGEND DESCRIPTION SYMBOL SlRUCTURE/ BUILDING TO BE REMOVED PAVEMENT/HARDSCAPE TO BE REMOVED EXISTING PROPERTY CORNER 3/4" I.P. *PROTECT IN PLACE ~ VZT/22 *ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, AND DOCUMENTED PER THE PROFESSIONAL LAND SURVEYORS ACT. • ---~~--:=:;~~-~~-:~-~?~--~-:- -----RCE __ _ EXP ____ _ DATE REVIEWED BY: INSPECTOR DATE >-----+---+-----------f-----+---+-----+----i I SH3EET I CITY OF CARLSBAD ~5 ::====''-'===EN:::G:::::l:::N:::EE:::::R:::IN:::G:::::::::D:::E:::PA:::R:::T:::M:::E:::NT===..'::LlQ_J====: 1 DATE INITIAL DA TE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING & IMPROVEMENT PLANS FOR: FORESTER RESIDENCE 4464 ADAMS STREET GR2021-0037 EXISTING CONDITION SITE PLAN APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CDP 2020-0018 DRAWING NO. 533-BA DocuSign Envelope ID: 87FBB893-DBF0-4AB1-9A33-042A898F85F3 7/27/2023 6723 )) *$5$*( +,*+/$1 ''5 ,9 ( $'$06675((7 $31 0:6 $'$06675((7 )* $ $ % % && ' ' ( ( ) ) )) $6%8,/7 )86,21(1*7(&+ *,//(63,(:$< (/&$-21&$ 03/23/2023 NF 1 DATE INITIAL ENGINEER OF WORK - ' ' ------------ TRENCH PER C.M.W.D. W-2 -------- & RESURFACING PER GS-25 r------------~ GENERAL NOTE: 1.) SEE SHEETS 9&10 FOR PUBLIC SURFACE IMPROVEMENTS 2.) SEE SHEET 11 FOR CROSS SECTIONS DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DA TE INITIAL CITY APPROVAL _..,.... __ -------------- "-.... .... "-.... .... "-.... ---- EXISTING 1 O" ACP WATER MAIN PER DWG 149-8 .... .... .... EXISTING 8" VCP SEWER PER DWG 149-8 86.50 TW 85.00 FS I I 84 ---105--------- 95_ EL ''AT-f....HEEL DRAIN AND OUTFAil-A-r--- FINISHED GRADE THEN SWALE =2'-;-f!.e.0=5c...' ----5" £RS SITE RETAINING WALL PfB_.gQ-- STRDCTURAL DETAIL 113 SEE Slf!:ET 15 , , 90.00 TW 88 50 88.50 FG F-S-_8.7~Qe-w ----------- o. oo rw 7.50 FG 6.00 TF 9'Ss'-f?~ TW 85----------- ELEVATE HEEL DRAIN i\Nl'J-fJ(jTFAtL-A FINISHED GRADE TR/iE WELL 6' .QIA. CANOPY SEE DETAIL SHEET '.2'.---___ _ POTHOLE NOTE: CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISITNG DRY /WET UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. 10 0 10 20 ---- SCALE 1 "= 1 O' RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR I SH4ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING & IMPROVEMENT PLANS FOR: FORESTER RESIDENCE 4464 ADAMS STREET GR2021-0037 ROUGH GRADING 30 DATE DATE APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DWN BY: CHKD BY: J.R. PROJECT NO. RVWD BY: CDP 2020-0018 DATE DRAWING NO . 533-BA DocuSign Envelope ID: 87FBB893-DBF0-4AB1-9A33-042A898F85F3 7/27/2023 6723 )) *$5$*( +,*+/$1 ''5 ,9 ( $'$06675((7 $31 0:6 $'$06675((7 )* $ $ % % && ' ' ( ( ) ) )) $6%8,/7 )86,21(1*7(&+ *,//(63,(:$< (/&$-21&$ 03/23/2023 NF 1 DA TE INITIAL ENGi NEER OF WORK 'XISil/'JG,_,FIR HYDRANT, ' ·---,_ --------- --\ ' \ •. ,, --__ \\...... _' ' 1~ 'WATER METER -- 1" 8ACKFLOW • ~~- PREl/c#T. DEVICE .M. W.D:. W-5 & W,- .9a '' •• • /'1/NG WALL ·· ..........•• '\. • _\ c,n,._. 1f RAL :-_ ~--1.l.l ""~~;;--, ·. ~, .• • '~ . 15' )--. ~··. ·: ····.......•. ~ . •. ·.. ,;: ··.. . ~;, . ···--._ i:S',s.··._ ·-.•.•. x .. · .. / ;__··-. :- > ·· ... .. -- GENffiAL NOTE= 1.) SEE SHECTS 9&10 FOR PUBLIC SURFACE IMPROVEMENTS 2.) SEE SHEET 11 FOR CROSS SECTIONS DATE INITIAL DATE INITIAL REVISION DESCRIPTION OlliER APPROVAL CITY APPROVAL -------------~-- -------~------~ \ ----------- ..... "-..... ..... -- -"' -~ ~ :::;:::; '2 ,·, --'.:". "' ·o ' ) ~ ·· 92.0 TG ~0.5 IE - - - - - DOWNSPOU , (TYP.) - - ---- ,n'II: "= C,C'. ~~ ~ .;;;:::;::-/', ..---:;:: , <, -<I '°(_ PROPOSED 4" PVC 82.5 L.F. @ 1.0% 92.4 t' FS ~ -'-.0 TG -"'~ = ~ "' -91.0 IE 92.74 GFF=92.74 2 92.70 FS 4"-BEND, 0. 1 IE 93.33 TW 88.00 TF JJ{G EARTHEN SWALE W=4· ' "-..... ..... 93.33 TW 87.50 TF -----7 I I I FOUNDATION __ RETAINING WALL PER BUILDING PLANS . TWITF FOR RE'.FERENCE ONLY GFF=9J.OO 4" STEP UP a4:oo TF 93.33 TW 85.00 FS 84.00 TF ~-------+---!Bo--+----~ I \ 93.33 TW 93.33 TW 88.00 TF FDUNDA TION LINE PER SEPARATE BUILDING PLANS (RAISED FOUNDATION) STEM WALL PER SEPARATE 1,!!:::J=:f::!:==lt' BUILDING PLANS 120 L.F. 8" HOPE @ 5.8% i!i5 82.0 IE 8" HOPE .::::._..._ RAISED TERRACE PER SEPARATE BUILDING PLANS '---·- - -B9· 87.50 TF --9 3.JJTW -------88--"J--t'-----.<>8-,.4.J,!1001,L_J_cr_F-n 3:1 '---------a1·--1+---------l:I .---------,86--t+---------o WEEP WEEP HOLE H_OLE_ - - --84 HOLE DOWNSPOUT -~p:~:p::J;i;::i;i;::Q;;:JuilCii~:::J:l:~g:;J!l:;;:i:u[::a;i5Siiri:~ ROUTE VIA DECK -..., DRAIN SYSTEM 84.00 TW 84.00 TW 84.00 TW 82.00 TF 82.00 TF 82.00 TF IS-----MAIN RESIDENCE 1-----ll,,l □ ' __ ..,. :.....::J:J;DCl;,t"::IJD:I:=:a::Jt'I :::0.... ·-------------- ·---------. __ ......._ EXISTING 10" ACP WATER MAIN PER DWG 149-8 < ···-------• \?U WEEP HOLE ~ ~==sb===~ ,-. "-..... ..... '-........_ ..... ..... ............... .... EXISTING 8" VCP SEWER PER DWG 149-8 84 ---105 EL ·'A·TE....H.EEL DRAIN AND OUTFArr-A-r---- FINISHED GRADE 92.50 TW ELEVATE HEEL DRAIN 'ANO-f!IJ'rFAfL-AF I I 83 ~ I ~ , FINISHED GRADE~ EXISTING/PROPOSED BOUNDARY LINE I II . / I U1--:m1x WELL 6' JJ/A CANOPY /SEE DETAIL / SHEET _:2 ____ _ ___ so POTHOLE NOTE: CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISITNG DRY /WET UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. EXISTING UTILITY EASEMENT PER RECORDED DOCUMENT NO. BOOK 1691, PG. 426 RECORDED ON JUNE 20, 1944 A NON-PLOTTABLE EASEMENT 10 0 10 20 30 ""'-----------SCALE 1 "= 1 O' RCE __ _ EXP. ___ _ DATE REVIEWED BY: GRADING & IMPROVEMENT PLANS FOR: FORESTER RESIDENCE 4464 ADAMS STREET GR2021-0037 PRECISE GRADING APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES Q 30 24 DATE DWN BY: CHKD BY: J.R . RVWD BY: PROJECT NO. CDP 2020-0018 DRAWING NO. 533-BA DocuSign Envelope ID: 87FBB893-DBF0-4AB1-9A33-042A898F85F3 7/27/2023 )86,21(1*7(&+ *,//(63,(:$< (/&$-21&$ 67250:$7(532//87,2135(9(17,21127(6 $31 7,(5&,7<67250:$7(532//87,2135(9(17,213/$1 7,(56:333 $5($2)',6785%$1&( &216758&7,217+5($7 2:1(5$33/,&$17 6,7($''5(66 (0(5*(1&<&217$&7 2:1(5 6&(57,),&$7,21 :($7+(575,**(5('$&7,213/$1 9,&,1,7<0$3 &$64$'HVLJQDWLRQ &RQVWUXFWLRQ$FWLYLW\ %03 'HVFULSWLRQ %HVW0DQDJHPHQW3UDFWLFH (URVLRQ&RQWURO 6HGLPHQW&RQWURO%03V%03V 7UDFNLQJ &RQWURO%03V 1RQ6WRUP:DWHU0DQDJHPHQW%03V :DVWH0DQDJHPHQWDQG0DWHULDOV 3ROOXWLRQ&RQWURO%03V %(670$1$*(0(1735$&7,&(6 %03 6(/(&7,217$%/( 03/23/2023 03/23/2023 NF GENERAL SITE MANAGEMENT REOU/REMENTS THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND). 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT:JOHN FORESTER FROM: OWNER AT (760) 535-4343. 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIAED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. J. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFAU. 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 ARIS£ 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHAU 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. 7. ALL REMOVABLE PROTECTIVE DEVICES SHAU BE IN PLACE AT THE END OF EACH WORKING DAY WHEN AVE (5) DAY RAIN PROBABIUTY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFAU. 8. AU GRAVEL BAGS SHAU CONTAIN J/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS. UNANISHED 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 TOO INSTAU 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 ESTABUSHED 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 DEANED AS A 40% CHANCE OF RAIN WITHIN A 5-DAY 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. 17. ALL DISTURBED AREAS THAT ARE NOT COMPLETED AND/OR NOT BEING ACTIVELY GRADED MUST BE FULLY PROTECTED FROM EROSION IF LEFT FOR 14 OR MORE DA Y.S: THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS JJJH. sumetENT. BMPs NEED TO BE INSTAUED 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 (J) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED 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 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 DEANED 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 SHAU 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 STABILIZATION OR ESTABLISHED VEGETATION STAB/LIZA TION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "M"A THER TRIGGERED ACTION PLAN~ AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS~ EROSION CONTROL HYDROSEEDING. PLANTING AND /RR/GA TION 1. AU PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIACA TIONS AND THE FOLLOWING: A HYDROSEEDING SHALL BE APPUED TO: 1 ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY AR£· a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO PUBUC WALL OR STREET. b. AU SLOPES 4 FEET OR MORE IN HEIGHT. 2 AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIAED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIAED 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 THA T ARE GRADED 6: 1 OR STEEPER AND THA T 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 SHAU BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER. PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPEC/AC REGARDING THE NUMBERS, TYPE, AND COSTS OF THE ELEMENTS OF THE PROPOSED SYSTEM. J /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 SHAU CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs PER ACRE OF ZORRO FESCUE c. Jibs PER ACRE OF E SCHOOL CIA CAUFORNICA d 4 lbs PER ACRE OF A CHILLEA MILLEFOLIA e. Jibs PER ACRE OF AL YSSUM (CARPET OF SNOW} f. 1/2 lb. PER ACRE IF DIMORPHOLECA 9. 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 AXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCAS/NG BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHAU BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIACATION 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 RATE 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 MECHANICALLY PUNCHING NO LESS THAN 50% IF THE STRAW INTO THE SOIL J FERTIUZER 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: I ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NA TION OF: a. TRACK WAL.KING SLOPES STEEPER THAN 6: I. b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUfflCIENTL Y FRIABLE 2 AREAS GRADED FLATTER THAN 6: I WHEN ANY OF THE FOUOWING CONDITIONS EXIST: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BIT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS. PH ADJUSTMENT, LEACHING COVERING SAUNE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E HYDROSEEDING AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HA VE /RR/GA TION INSTALLED AND BE STABIUZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (ID) DAYS OF THE TIME WHEN~ SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. J. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EfflCIENT COVERAGE OF GRADING SLOPES (90% COVERAGE} PRIOR TO OCTOBER I, THE SLOPES SHALL BE STABILIZED BY AN APPROPRIATE EROSION CONTROL MAmNG MATERIAL APPROVED BY THE PUBLIC WORKS INSPECTOR. 4. LANDSCAPING SHALL BE ACCOMPUSHED ON AU SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OF PLANNING DIRECTOR. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS. LANDSCAPE AND /RR/GA TION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. .., -~ .!!l C: 0 :il ~ -.., ., "' J .... 0 C: ., -5 o-0, g. ~ i!l, ,I,! .5 "'o & "' ., .. ., ,.!:: .§ :§! t i -5 j ➔ t ., "' i "' ., "' -~ II) e ., -0 ~-£ ~ "' ., '-= <.J 5 CD g ., -c::, 0, c::, C: _E ., ~ ..c::: 0 c:: QJ ·"== e ,§ ..., 1 ., 5 '€l ] ., ~ ., --1:'. .s g. " QJ .{2 ~ ~ -,, " e ~ <.J ~ ct~ ~ 0e ~ c'l 6 ~ cng l.,JC, vj (!) ➔ "' ..... ..... C0 0, -"' ..... "' ..... C0 --<o c. c. c. I I I ~ ~ ~ I ~ ~ I l.il l.il l.il t.l ~ t.l "' "' "' !,,j "' "' !,,j Gradina/Soil Disturbance X X X X X X .....,,, "' '< Trenchina/Excavation ~ ,,..__ Stockoilina Dri//inn/Borina Concrete/Asohalt Sawcuttina ~ X Concrete Flatwork ')( X Pavina ;x X Conduit/l'il)e Installation Stucco/Mortar Work Waste Disl)osa/ Staaina/1.av Down Area Eauioment Maintenance and Fuelina Hazardous Substance Use/Storaae Dewaterina Site Access Across Dirt X Other (/ist}: C: .!;! -<.J 2 -..!!! -.s ., ., ~~ .5 e c: ]t o-2 -~] ·-., :::= Q) is & .s e "'a.: in -5: c:, --~ I "' I:'!: X ,,..__ X CITY OF OCEANSIDE HIGHWAY 78 C: .§ -.!;! -5 .., -0, 0 <.J .§ .5 ·E' E 6 2 .Q. .., --,5 i .§-c':' ., §! 8 G ~ ~ -~ ., .., ., ~ .., 8~ C: c::, .., 6_§ 0 "' ., ~ ., -., ] ~ ~ .,,-:a ~-S -~ C1I .... --0 ·-.., ., -·§ ts -~ g 2~ -{l 0 -" 0 ., 0e -..c::: ., -ti& ~g ~ ~o 0 -0 lo: Cl. :::. "' :::e "' "' ..... C0 -"' -~ ~ ~ ~ ~ I i i ,,..__ X "Y X :>-.. ~ -->< _...,.__ X >< >< -..,,..-X X X -5 .., [ 6 0 C: ,S! 6 -:::. ~ ., ., '-= rt 0 ~ --g --:=::: C: -Dt8 "' "' ..... I i i X ~ X ~ >< X -X >< X - X - -25 i~ 0, ~g o0 "':::e "' I i X X __.x. >< 2 ., i-., 5 ::, E PROJECT SITE ., -., 0- 3t 5 ., E -., .g ., .... "' ~ "' 00 <.J 0 ~5 :x: :::. ~ 5 c., :::. <o C0 i I i ,,..__ X >< - X I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (I) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE MOBIUZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND PACIFIC OCEAN 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. JOHN FORESTER OWNER NAME {PRINT) ~1'ff'-'ER NAME (SIGNA TUR£) J/JUE FORESTER OWNER NAME {PRINT} DATE A CITY OF ENCINITAS 206-192-08 4464 ADAMS STREET CARLSBAD, CA 92008 AREA OF DISTURBANCE CITY or VISTA ~ 9.-0~ CITY OF SAN MARCOS 30,880 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, CONSTRUCTION WORKER FOOT TRAFFIC, SOIL/GRAVEL PILES, UTILITY TRENCHES, BACKFILL CUTS AND SLOPE KEYWAYS} CONSTRUCTION THREAT TO STORM WATER QUALITY {CHECK BOX}: 181 HIGH NAME: JOHN AND JULIE FORESTER ADDRESS: JOO CARLSBAD VILLAGE DR. STE. 10BA-J55 TELEPHONE NO.: (760) 535-4343 NAME: JOHN FORESTER ADDRESS: JOO CARLSBAD VILLAGE DR. STE. IOBA-355 TELEPHONE NO.: (760} 535-4343 ~o-~_J_NA_ME_{s._1GN,_~_ru_'RE_) ________ DA_TE _______ _, w c1~r1N£!/:G ~:l;T~~~AD NAME OF PREPARER: JOHN S. RIVERA, P.£ QUALIFICATION OF PREPARER-PROFESSIONAL CIVIL ENGINEER ADDRESS: 1810 GIUESPIE WAY SUITE 207 EL CAJON, CA 92020 PHONE NO.: (619) 992-6618 C7J878 R.C.E./CE:RT. NO. 6/30/23 UC. [XP. OAT[ DAT[ GRADING & IMPROVEMENT PLANS FOR: FORESTER RESIDENCE 4464 ADAMS STREET GR2021-0037 TIER 2 SWPPP NOTES & DETAILS APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE PROJECT NO. CDP 2020-0018 DRAWING NO. 533-BA DocuSign Envelope ID: 87FBB893-DBF0-4AB1-9A33-042A898F85F3 7/27/2023 STOP EXISTINGRESIDENCENOT A PART EXISTINGRESIDENCENOT A PART H I G H L A N D D R I V E ADAMS STREET APN:206-192-07 APN:206-180-38 A D A M S STR E ET 4464 ADAMS ST.APN:206-192-08 A D A M S ST R E E T "AS BUILT" FUSION ENG TECH 1810 GILLESPIE WAY #207 EL CAJON, CA 92020 (619) 736-2800 GENERAL NOTE: -PROTECTION REQUIRED AT NEAREST DOWNSTREAM INLET PER SE-10 -VEHICLE AND EQUIPMENT CLEANING TO BE PERFORMED OFFSITE 4/20/23 NF ->J VERTICAL SPACING MEASURED ALDNG THE FACE OF TI,E SLOPE VARIES BE1WEEN 2.4 t.1 AND 6.0 M ->J ->J ->J ->J ->J ->J ->J ->J Fiber rolls ->J \ ->J NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR. TYPICAL FIBER ROLL INSTALLATION 1. SET POSTS AND EXCAVATE A 4 BY 4 IN ( 1 D BY 1 D CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. NO SCALE 2. STAPLE WIRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FILTER E E .E g E FIBER FIBER ROLL 200 MM MIN 19 MM X 19MM WOOD STAKES MAX 1.2 M SPACING ROLL ENTRENCHMENT DETAIL NO SCALE LAYOUT PER PLAN, ~35' SUPPLY WATER_,.__ I USE GRAVEL BAGS, STRAW BALES OR OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO BASIN AS REQUIRED SILT FENCE NO SCALE 6~ BAGS HIGH (MAX.) BAGS HIGH (MIN.) ( ) ( )( )( )( ) NOTE: LOWER BAG ROW TO BE BURIED 6" UNDER GRADE. GRAVEL BAG CHECK DAM NO SCALE • a:, ~ TO WASH ~._....,. WHEELS IF NECESSARY NOTE: UNOFF DIVERSION RIDGE Oo 12' MIN. ALL AREAS OF SIGNIFICANT VEHICLE TRAFFIC (SITE ENTRANCES, ACCESS ROADS, PARKING LOTS, ETC.) SHOULD BE STABILIZED IMMEDIATELY AFTER GRADING TO PREVENT EROSION AND CONTROL DUST. SITE ENTRANCES AND EXITS ARE ESPECIALLY IMPORTANT. USE GRAVEL APPROACHES TO LIMIT TRACKING OF SEDIMENT OFFSITE. STABILIZED CONSTRUCTION ENTRANCE NO SCALE 20 0 • • - ;,} .J'S/Wv"' /Wv"' 20 40 ----- SCALE 1"= 20' • • • • • • • 60 I . I I . 1// I I ----------------< ~ ---;:\ ~ \ __,-..pEV__,-..PEV__,.... \ ----- EX/STING/PROPOSED BOUNDARY LINE I :'-. -----.......... -~ ------- --ao----~ __,.... PEV __,.... P EV__,.... CONSTRUCTION STORMWATER BMP LEGEND: ITEMS FACT SHEET /DETAILS SYMBOL MATERIAL DELIVERY & STORAGE SPILL PREVENTION AND CONTROL SPILL PREVENTION AND CONTROL SPILL PREVENTION AND CONTROL SOLID WASTE MANAGEMENT CONCRETE WASTE MANAGEMENT SANITARY WASTE MANAGEMENT PRESERVATION OF EXISTING VEGETATION BONDED OR STABILIZED FIBER MATRIX (WINTER) HYDROSEEDING (SUMMER) STRAW OR WOOD MULCH DRAINAGE SWALES SILT FENCE FIBER ROLLS GRAVEL BAGS CHECK DAMS STREET SWEEPING AND VACUUMING STABILIZED CONSTRUCTION ENTRANCE STORM DRAIN INLET PROTECTION WATER CONSERVATION PRACTICES PAVING AND GRINDING OPERATIONS POTABLE WATER / IRRIGATION WM-1 WM-2 WM-3 WM-4 WM-5 WM-8 WM-9 EC-2 EC-3 EC-4 EC-6, EC-8 EC-9 SE-1, DETAIL THIS SHEET SE-5, DETAIL THIS SHEET SE-6, DETAIL THIS SHEET SE-4 SE-7 TR-1, DETAIL THIS SHEET SE-10 NS-1 NS-3 NS-7 APN,206-192-05 lsE-10I ---~__,,__ -+ ___ /If _ -® ~ / ~420 FEET ON ADAMS \__ fg+oo fr" STREET BETWEEN PLANS !WM-1I !WM-2I !WM-3I !WM-4I !WM-5I IWM-BI !WM-9I __,.... PEV -..r-PEV __,.... .._.,.......M.._.,.......M.._.,.......M.._.,....... ..r-S/Wv"' S/Wv"' -------------Ill / I NS-1 I INS-3I INS-7I / / I RCE __ _ REVIEWED BY: INSPECTOR I /4 " I f I I QTY. 13,240 S.F. 5,320 S.F. 540 L.F. 1,711 L.F. 650 EA. 540 S.F. 11 EA. I I I EXP ____ _ DATE DATE l-----t--+--------------l------1------1--_____jC-------I I SH7EET I CITY OF CARLSBAD ~5 ENGINEERING DEPARTMENT l1_Q_J ~G::;R=AD:;I;:N~G,.:::&::::IM::P::R=o=VE::::=:M:::EN:::T=P=LAN==s=ro=R=: ===-==== 1 DA TE INITIAL DA TE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL FORESTER RESIDENCE 4464 ADAMS STREET GR2021-0037 TIER 2 SWPPP PLAN APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 PROJECT NO. CDP 2020-0018 DATE DRAWING NO. 533-8A DocuSign Envelope ID: 87FBB893-DBF0-4AB1-9A33-042A898F85F3 7/27/2023 6723 +,*+/$1 ''5 ,9 ( $'$06675((7 $31 $'$06675((73$' $6%8,/7 )86,21(1*7(&+ *,//(63,(:$< (/&$-21&$ 522)'5$,172/$1'6&$3,1* %037<3(%03,'6<0%2/ &$64$12'5$:,1*126+((712 6 0$,17(1$1&()5(48(1&< %037$%/( 7+(6(%036$5(0$1'$725<72%(,167$//('3(50$18)$&785(5 6 5(&200(1'$7,216257+(6(3/$16 12&+$1*(6727+(352326('%036217+,66+((7:,7+28735,25 $33529$/)5207+(&,7<(1*,1((5 1268%67,787,216727+(0$7(5,$/257<3(6253/$17,1*7<3(6 :,7+28735,25$33529$/)5207+(&,7<(1*,1((5 122&&83$1&<:,//%(*5$17('817,/7+(&,7<,163(&7,2167$)) +$6,163(&7('7+,6352-(&7)25$335235,$7(%03&216758&7,21 $1',167$//$7,21 %03127(6 3$57<5(63216,%/()250$,17(1$1&( 1$0( $''5(66 3+21(12 3/$135(3$5('%< 1$0( $''5(66 3+21(12 &(57,),&$7,21 &203$1< 6'% ,163(&7,21)5(48(1&<48$17,7< 75($70(17&21752/ /2:,03$&7'(6,*1 /,' 6,7($1'6285&(&21752/6 5()(5720$,17(1$1&($*5((0(17'2&80(17 ($/$118$//<$118$//< %)&203$&7 6(0,$118$//<($$ 6((352-(&76:03)25$'',7,21$/,1)250$7,21 6,*1$785( $118$//< %03&216758&7,21$1',163(&7,21127(6 7+((2::,//9(5,)<7+$73(50$1(17%036$5( &216758&7('$1'23(5$7,1*,1&203/,$1&(:,7+7+( $33/,&$%/(5(48,5(0(17635,25722&&83$1&<7+( (2:08673529,'( 3+272*5$3+62)7+(,167$//$7,212)3(50$1(17 %03635,2572&216758&7,21'85,1* &216758&7,21$1'$7),1$/,167$//$7,21 $:(767$03('/(77(59(5,)<,1*7+$73(50$1(17 %036$5(&216758&7('$1'23(5$7,1*3(57+( 5(48,5(0(1762)7+($33529('3/$16 3+272*5$3+6729(5,)<7+$73(50$1(17:$7(5 48$/,7<75($70(176,*1$*(+$6%((1,167$//(' 35,25725(/($6(2)6(&85,7,(67+('(9(/23(5,6 5(63216,%/()25(1685,1*7+(3(50$1(17%036+$9( 127%((15(029('2502',),('%<7+(1(:+20(2:1(5 25+2$:,7+2877+($33529$/2)7+(&,7<(1*,1((5 -2+1)25(67(5 $'$06675((7 &$5/6%$'&$ -2+165,9(5$ )86,21(1* 7(&+ *,//(63,(:$<67( (/&$-21&$ 35235,(7$5<%,2),/75$7,21 0:6 6(0,$118$//<($/$118$//<75((:(// 6'$ 6((6+((7)25'(7$,/6 6(0,$118$//<3(53/$1 /$118$//<6'* 6(0,$118$//< 6)/$118$//<6'. &216(59(1$7)($785(6 6867$,1$%/(/$1'6&$3,1* 5&( 03/23/2023 03/23/2023 NF -- -·· .,.M=-===== 0 -------------------~ X1B" -----7 I ······'1liR~"-a:::""",-!.~ii,.7~~f'"""""'~~~---------B1•-----,,---~ -~·---.,, "'<, I I I \ ··-.., '··.~¾ ",.;· ... :::·· ··-.,"-it>· ,.., ----------- 0 □ :... 0 .__----89- 3:1 0 2 ----- ------- ..----TREE WELL /SEE DETAIL ON-/ OSHEET 2 _--BO-' __ _ 20 0 20 NAME JOHN S. RIVERA COMPANY FUSION ENG. & TECH. ADDRESS 1810 GILLESPIE WAY STE. 207 EL CAJON CA 92020 PHONE NO. -~6~19~-9~9=2-~66~1~8 __ _ BMP NOTES: CERTIFICATION RCE 7387 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTUF RECOMMENDATIONS OR THESE PLANS. 2. NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT P APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANT ING TYP WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION ST, HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUC AND INSTALLATION . 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. BMP ID# BMPTYPE SYMBOL CASQA NO. QW TREATMENT CONTROL COMPACT IIMwsll BF-3-1 PROPRIETARY 1 BIOFIL TRATION LOW IMPACT DESIGN (L.1.D.) SITE AND SOU RC CD-® ROOF DRAIN TO • SD-B 8 E LANDSCAPING @) TREE WELL' ® SD-A 1E @ CONSERVE NAT. SD-G PERI FEATURES ® SUSTAINABLE 1. • • • • I SD-K 10,981 LANDSCAPING • SEE SHEET 2 FOR DETAILS. 40 60 ----- SCALE 1 "= 20' 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RCE EXP. DATE REVIEWED BY: INSPECTOR DATE I SHBET I CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT 5 GRADING & IMPROVEMENT PLANS FOR: FORESTER RESIDENCE 4464 ADAMS STREET GR2021-0037 SINGLE SHEET BMP SITE PLAN APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE OWN BY: ll K ✓ I h", PROJECT NO. DRAWING NO. CHKD BY: J.R. RVWD BY: CDP 2020-0018 533-BA DocuSign Envelope ID: 87FBB893-DBF0-4AB1-9A33-042A898F85F3 7/27/2023 )86,21(1*7(&+ *,//(63,(:$< (/&$-21&$ 6( ( 6 + ( ( 7 )2 5 $ & % ( 5 0 5$',86%($5,1*'(/7$/(1*7+ 5(0$5.6 &85%'$7$7$%/( 352),/(6&$/(6 +25,= 9(57 0 $ 7 & + / , 1 ( 6( ( 6 + ( ( 7 $6%8,/7 $'$06675((7 $31 $'$06675((7352-(&76,7( &85%352),/(7& $'$06675((7 38%/,& 67$ 7267$ (;,67,1*685)$&($7675((7&(17(5/,1( 352326('7232)&85% &85%352),/(7& $'$06675((7 38%/,& 67$7267$ (;,67,1*685)$&($7675((7&(17(5/,1( 67$&52666(&7,21 $'$06675((7 38%/,& 6&$/( 67$&52666(&7,21 $'$06675((7 38%/,& 6&$/( 67$&52666(&7,21 $'$06675((7 38%/,& 6&$/( 67$&52666(&7,21 $'$06675((7 38%/,& 6&$/( 67$&52666(&7,21 $'$06675((7 38%/,& 6&$/( 67$&52666(&7,21 $'$06675((7 38%/,& 6&$/( 03/23/2023 NF 5.00% 6.50% 3.33% _ Z7X2jZ.7. I::: !Ill-\...._ DI/ST. 1-~.._.... STRID ::, .... r-.. • GRAD£ fi~ o~~ ~ ~ ell i;jg 2 J 4 ---tilt-80-}__B Fl. / 80 --::.:,,-___ ///~ _ BO. 12 ----_ _ / o. 67-lU ...:_ --.;; 1.2_ -_ --?· --__ 77.J5 Fl. //// 77.J0 Fl. ----~--/Ht- - -------- N 52'23'31" £ 2.72' 6" AC. B£RM• N 19'49'56" W 2.66' 6" AC. B£RM• 26'15'16" 508.00' 232.7B' 6" TYP£ 'G' C&G J'47'J7" 508.00' JJ.63' 6" TYP£ 'G' C&G •P£R G-05 TYP£ 'A' A5 MODIR£D P£R CrrY OF CARLSBAD STD. ---------,..,J -;""'ift=t~-'=~t=±"'--"""~sl~~-'=ccc1.2t.:t=r1~~~rf=+"~-'+=f-'=~=1~F'=I ----------o, ----------goc I~• / 8/ 5 \ } -__ 1---0 8 --------I -- 2:1 -- -,---~ 75 ---~--_ "--;·•-"' _ --------------- 10 0 10 20 r-----30 SCALE 1 "= 1 D' -------------------------------.--------------~----------------~ ------------------------ 1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION CONSTRUCTION NOTE: -PROTECT IN PLACE ALL EXISTING OFF-SITE UTILITIES -CONTRACTOR TO ENSURE POSITIVE DRAINAGE OF ALL AREAS DISTURBED BY CONSTRUCT/ON I SHgET I GRADING RCE __ _ EXP. ___ _ REVIEWED BY: INSPECTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT & IMPROVEMENT PLANS FOR: FORESTER RESIDENCE 4464 ADAMS STREET GR2021-0037 PUBLIC IMPROVEMENTS DATE DATE ~ 5 APPROVED: JASON S. GELDERT DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE D WN BY: .L/.,.0~..e. CHKD BY: J.R. RVWD BY: PROJECT NO. CDP 2020-0018 DRAWING NO. 533-BA R:\0003\Eng\Grading & lmprovements\0003_RG-09_IP.dwg(]Mar-22-2023:17:51 DocuSign Envelope ID: 87FBB893-DBF0-4AB1-9A33-042A898F85F3 7/27/2023 352),/(6&$/(6 +25,= 9(57 )86,21(1*7(&+ *,//(63,(:$< (/&$-21&$ $6%8,/75$',86%($5,1*'(/7$/(1*7+ 5(0$5.6 %(50'$7$7$%/( 6((6+((7 )25&85% *877(5 6( ( 6 + ( ( 7 0 $ 7 & + / , 1 ( 5$',86%($5,1*'(/7$/(1*7+ 5(0$5.6 %(50'$7$7$%/( $&%(50352),/(7% $'$06675((7 38%/,& 67$7267$ (;,67,1*685)$&($7675((7&(17(5/,1( $&%(50352),/(7% $'$06675((7 38%/,& 67$7267$ (;,67,1*685)$&($7675((7&(17(5/,1( 352326('7232)%(50 $'$06675((7 $'$06675((7 67$&52666(&7,21 $'$06675((7 38%/,& 6&$/( 67$&52666(&7,21 $'$06675((7 38%/,& 6&$/( 67$&52666(&7,21 $'$06675((7 38%/,& 6&$/( 67$&52666(&7,21 $'$06675((7 38%/,& 6&$/( 67$&52666(&7,21 $'$06675((7 38%/,& 6&$/( 67$ &52666(&7,21 $'$06675((7 38%/,& 6&$/( 03/23/2023 NF 1······ ' -- ' -- I-•···· ' -- ' --1······ ' -- 1······ 1::::: ' -- ' --' -- I······ 1::::: ' --1······ ' -- ' -- I······ ' --t······ ' -- 1 ..... . 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ACTUAL DEPTH TO BE DETERMINED IN THE FIELD DURING GRADING WHEN OBSERVATION AND EVALIJA TIONS CAN BE PERFORMED BY THE SOIL ENGINEER AND/OR ENGINEERING GEOLOGIST. '" --- ---___ RCE __ _ REVIEWED BY: -------------------- -- -- -- -- -- EXP. ___ _ -------- ----------------- __ ::: -------------___ _ -------- __ ::: -------------___ _ ----------- ::: ::::::: :::::: ::: ::::::: :::::: -------- --::: -------______ ---- -------- -------- -------- :::: ::::::: :::::: :::::::::::::::::: --:::: -------______ ----- DATE ,--- , _____ , ___ , ____ -------l-c-=cl==rL"'=~==l=1===~~==="'=L==~4=1==i'--~--~--~---.L!.'.IN.:.:S:'.!.P..:E;::Cc.:TO~R:.:...._ _________ ___:D;:::A:,:_T:;,E_---I ~ CITY OF CARLSBAD ~ l----+--+----------------1-----l----l--------1----l ~UlJ=l=='----===E=N=Gl=N=EE=R=IN=G=D=EP=A=R=TM=E=N=T==~Ll_Q_J==5=~ /1\ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING & IMPROVEMENT PLANS FOR: FORESTER RESIDENCE 4464 ADAMS STREET GR2021-0037 SECTIONS APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DWN BY: " "' 1·' 0 . CHKD BY: J.R. RVWD BY: PROJECT NO. CDP 2020-0018 DRAWING NO. 533-BA DocuSign Envelope ID: 87FBB893-DBF0-4AB1-9A33-042A898F85F3 7/27/2023 '$9,'7+20$6 (1*,1((5,1*$3& 6WUXFWXUDO(QJLQHHULQJ6HUYLFHV 0DLOLQJ$GGUHVV 'HO0DU+HLJKWV5RDG 6DQ'LHJR&DOLIRUQLD 3K\VLFDO$GGUHVV +LJK%OXII'ULYH6XLWH 6DQ'LHJR&DOLIRUQLD 2IILFH &HOO (PDLO GDYLG#GWHQJVGFRP :HEVLWH ZZZGWHQJVGFRP ' ( NF 6DERALNOTES; I. ALL MATERIALS, ~KMANSHIP, DE515N AND CON5TI<Jx;TION SHALL CONFORM TO MINIMUM 5TANDARD5 OF THE 201q EDITION OF THE CALIFORNIA 6UILDIN5 CODE (CBC) AND ANY OTHER RE<!>ULATORY A5ENCIE5 ~ MAY HAVE AUTHORITY OVER ANY PORTION OF THE l"<:)RK. 2. THE GONTI<ACTOR SHALL VERIFY ALL DIMEN510N5, ELEVATIONS AND 51TE CONDITIONS PRIOR TO THE 5TART OF CON5TI<Jx;TION AND NOTIF'T' THE ARGHITECT IMMEDIATELY OF ANY Dl5GREPANGIE5 OR INGON515TENCIE5 THAT ARE FOUND. NOTED DIMEN5ION5 TAKE F'REGEDENCE OVER SCALED DIMEN510N5. DO NOT 5GALE DRAl'ilN55. 9. ALL OMl5510N5 AND/OR CONFLICTS BETl"iEEN THE VARIO~ ELEMENTS OF THE i"iORKIN<!> DRAl'IIN55 AND SPECIFICATIONS SHALL BE BROLi;HT TO THE ATTENTION OF THE STRUC"M<AL EN.SINEEI<, ARCHITECT, AND FIELD INSPECTOR. THE ARCHITECT OR STRUCTURAL EN<!>INEER SHALL PROVIDE A SOLUTION PRIOR TO PROGEEDIN5 l'IITH ANY i"iORK AFFECTED BY THE GONFLICT OR OMISSION. 4. l'IHERE NO CONSTRUCTION DETAILS ARE 5HOl'iN OR NOTED FOR ANY PART OF THE ~K THE DETAILS l,6fD SHALL BE THE 5AME A5 FOR THE OTHER SIMILAR l"<:)RK. 5. l'IHEN A DETAIL 15 IDENTIFIED A5 T'T'PICAL, THE GONTRAGTOR 15 TO APPLY THl5 DETAIL IN ESTIMATIN5 AND CONSTRUCTION TO EVERY LIKE GONDITION l'iHETHER OR NOT THE REFERENCE 15 REPEATED IN EVERY INSTANCE. 6. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUC"M<AL DRAl'IIN55 SHALL TAKE PRECEDENCE OVER THESE <!>ENERAL NOTES AND/OR STANDARD DETAILS 5HOl'IN ON SHEET SD-I. 1. GONTRAGT DRAl'IIN55 AND SPECIFICATIONS REPRESENT THE FINl5HED 5TI<Jx;TURE. GONTI<ACTOR SHALL PROVIDE TEMPORARY BR.ACIN5/5HORIN5 FOR THE 5TI<Jx;T\JRE AND STRUCTURAL GOMPONENTS UNTIL ALL FINAL CONNEGTION5 HAVE BEEN COMPLETED. e,_ PIPES, DUCTS, 5LEEVE5, OPENIN<!>S, POCKETS, BLOCK-OUTS, ETC. SHALL NOT BE PLACED IN SLABS, BEAMS, <!>IRDERS, WLUMNS, l'IALLS, FOUNDATIONS, ETC. NOR SHALL ANY STI<Jx;TURAL MEMBER BE C,lJT FOR SUC,H ITEMS, UNLES5 5PEGIFICALL Y DETAILED ON THESE 5TI<Jx;"M<AL DRAl'IING5. IF ANY PIPES, DUCTS, CONDUIT, ETC. ARE PLACED THAT ARE NOT 5HOl'IN ON THESE 5TI<Jx;TURAL DRAl'IIN55, THE ARCHITECT AND 5TI<Jx;TURAL EN<!>INEER SHALL BE NOTIFIED. q. ANC,HOR BOLTS OR INSERTS FOR EGIJIPMENT ANCHORA<!>E OR INSTALLATION SHALL BE DESl<!>NED BY A CIVIL OR STRUCTlJRAL EN<!>INEER RE515TERED IN THE STATE OF CALIFORNIA AND SHALL BE IDENTIFIED ON THE MEC,HANICAL OR ELECTRICAL 5U6MITTAL/5HOP DRAl'IIN55. 10. THE GONTI<ACTORS SHALL ASSUME SOLE AND COMPLETE RESPON5161LIT'T' FOR JOB 51TE GONDITION5 DURIN<!> THE COURSE OF GON5TRUCTION OF THl5 PROJECT, INGLUDIN5 5AFET'T' OF ALL PERSONS AND PROPERT'T'. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL l"<:)RKIN5 HOURS. THE CONTRAGTORS SHALL DEFEND, INDEMNIF'T', AND HOLD THE STI<Jx;TURAL EN51NEER PREE AND HARMLE55 PROM ALL CLAIMS, DEMANDS AND ALL LIABILIT'T', REAL OR ALLE<!>ED, IN CONNECTION l'IITH THE PERFORMANGE OF i"iORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARl51N5 FROM THE SOLE NE<!>Ll<!>ENCE OF THE 5TRUC"M<AL EN<!>INEER. II. IF THE CONTRAGTOR PROPOSES ANY =l.65TITUTION, NEl'i CALCULATIONS AND DETAILS MAY HAVE TO BE PREPARED, EXl5TIN5 DETAILS MAY HAVE TO BE ALTERED, AND NEl'I DRAl'IIN55 MAY HAVE TO BE 51J6MITTED TO THE 6UILDIN5 DEPARTMENT. THE GONTRAGTOR SHALL PAY THE STRUCTURAL EN51NEER'5 FEE5 TO ALTER THE APPROVED PLANS. THE CONTRAGTOR SHALL ALSO PROCESS THE REVISED PLANS REFLECTIN<!> ALL 5U65TITUTION5 THROU<!>H THE APPROPRIATE OFFICE OF ALL 50VERNIN5 A<!>ENCIES. 12. l'IORK PERFORMED IN CONFLICT l'IITH THE 5TI<Jx;TURAL DRAl'IIN55 OR APPLICABLE 6UILDIN5 CODE REQUIREMENTS SHALL BE GORRECTED AT THE EXPENSE OF THE CONTRAGTOR. SJRIX,]JRAL DESl5N CRITERIA, I. 5El5MIC PARAMETERS, OCCUPANCY CA TE50RY, 11 5El5MIC DE515N CATEi;ORY, D SITE CLA55, D 5El5MIC !;ROUND MOTION VALUES, MAPPED ACCaERATION PARAMETERS, SITE COEFFICIENTS, DE5li;N SPECTRAL ACCELERATION PARAMETERS, 2. IMPORTANCE FACTOR, IE = 1.0 5s = l.05!l ~ = O.;lfl9 Fo = 1.011 Fv = 1,q17 Sos = 0.160 So, = o.4e,q l'IIND /Ml'IFR5 -METHOD 2), qo MPH, EXPOSURE, C, ENCLOSED 6UILDIN5 IMPORTANCE FACTOR, I" = 1.0 9. FOUNDATION DE51i;N 501L5 REPORT BY, ADVANCED <!>EOTECHNICAL 50UJTION5,ING. REPORT NUMBER, 1qo1-096-9 (ORli;INAL REPORT) 4 1qo1-09-6-4 (ADDENDUM) 1qo1-09-6-5 (ADDENDUM) 155UE DATE, DECEMBER 17, 2021 /ORli;INAL REPORT) 4 JUNE 6, 2022 (ADDENDUM) SEPTEMBER 6, 2022 (ADDENDUM) ALLOl'iABLE 50IL BEARIN<!> PRESSURE = 2~0 P5F ACTIVE SOIL PRE55URE (CANT J = 49 PCF (LEVEL) PASSIVE SOIL PRE55URE = 250 PCF / 146 PCF (2d SLOPE @ TOE) MAXIMUM PASSIVE PRE55URE = 2500 COEFFICIENT OF FRICTION SEISMIC EARTH FRE55URE (l<h) REINFORCIN6 C\Iffi · = = O.;lS 0264 I. DEFORMED BAR REINFORGEMENT SHALL CONFORM TO THE FOLLOl'IIN5 i;RADE5 OF A5TM OIS 4 SMALLER BARS = <!>RADE 40 MIN. (A5TM A615) #4 4 LARi;ER BARS = <!>RADE 60 (A5TM A615) A5TM A706 REGIJIRED FOR LATERAL MEMBERS (I.e. SHEARl'IALL5, MOMENT-FRAMES, CANTILEVERED WLUMN5, ETC . .J 4 ALL l'IELDED 6AR5 2. DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE l'IITH CBC. 9. LAP5 AT BAR SPLICES IN CONCRETE WNSTRUCTION SHALL BE A5 5HOl'IN ON SHEET 19 AND NOT LE55 THAN 12" 4. LAP5 AT BAR SPLICES IN MASONRY CONSTRUCTION SHALL BE A5 SHOl'IN ON SHEET 19 AND NOT LE55 THAN 4e, SAR DIAMETERS OR 24" MINIM.JM. 5. VERTICAL REINFORCEMENT SHALL BE TIED OR OTHERl'ilSE FIXED IN POSITION AT THE TOP AND BOTTOM AND AT INTERMEDIATE LOCATIONS, SPACED NOTE i;REATER THAN 1q2 BAR DIAMETERS. SEE PROJECT DETAILS FOR ADDITIONAL REGIJIREMENTS. 6. l'IALLS, PILASTERS AND COLUMNS SHALL BE DOl'IELED TO THEIR SUPPORTING FOOTIN55 l'IITH REINFORCEMENT OF THE 5AME 51ZE, /;RADE AND SPACIN5 A5 THE VERTICAL REINFORGEMENT IN THE l'IALLS, PILASTERS, OR GOLUMNS (UN.OJ. 7. BAR SUPPORTS SHALL BE PROVIDED IN ACCORDANGE l'ilTH THE PROVISIONS OF 'BAR SUPPORT SPECIFICATIONS" A5 CONTAINED IN THE LATEST "MANUAL OF STANDARD PRAGTICE" BY THE GONCRETE REINFORGIN/:, STEEL INSTITUTE (CRSI). e,. REINFORCIN5 STEEL DETAILIN<!>, BENDIN<!>, AND PLACEMENT SHALL BE IN ACCORDANCE l'IITH THE CR51 "MANUAL OF STANDARD PRAGTICE", LATEST EDITION. q. ALL REINFORGEMENT SHALL BE 5ECUREL Y TIED IN PLACE BEFORE PLACINi; CONCRETE OR <!>ROUT. 10. l'IELDIN<!> OF CR0551N5 BARS AND TACK l'iELDIN5 OF REINFORGEMENT SHALL NOT BE PERMITTED. II. GONTRACTOR SHALL SUBMIT REINFORCINi; STEEL SHOP DRAl'IIN55 FOR REVIEl'i BEFORE FABRICATION AND INSTALLATION. 12. l'IELDIN<!> OF ALL REINFORCIN<!> STEEL TO 5TRUC"M<AL 5TEa SHALL BE LIMITED TO THOSE AREAS SPECIFICALLY 5HOl'iN ON THE PLANS. ANY OTHER l'iELDIN5 SHALL REQUIRE THE APPROVAL OF THE 50VERNIN5 A<!>ENC.Y, FIELD INSPECTOR, AND STI<Jx;"M<AL EN.SINEER. 19. FLARE <!>ROOVE l'laD5 SHALL, IN ADDITION TO ALL SPECIFICATIONS LISTED ABOVE COMPLY l'IITH THE REQUIREMENTS OF THE LATEST EDITION OF THE "MANUAL OF STEa GONSTRUCTION" A5 PUBLISHED BY THE AMERICAN INSTITUTE OF STEEL GONSTRUCTION, INC. ABBREYIAIIQNS ACI AMERICAN CONCRETE INSTITUTE AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ANSI AMERICAN NATIONAL 5TANDARD5 INSTITUTE APA AMERICAN PLYYlOOD ASSOCIATION ASTM AMERICAN SOCIET'T' FOR TE5TIN5 4 MATERIALS Al'l5 AMERICAN l'laDIN<!> SOCIET'T' CBC CALIFORNIA BUILDING GODE IBC INTERNATIONAL BUILDIN<S CODE I/SC UNIFORM 6UILDIN5 CODE l'iCLIB l'iEST COAST LUMBER IN5PEGTION BUREAU l'il'iPA l'IESTERN l'IOOD PRODUCTS A550GIATION AB ANCHOR SOLT lb(#) ABV ABOVE LD<!>R ADJ ADJACENT U, ALT ALTERNATE LTl'IT AFF ABOVE FINISHED FLOOR MA5 APPROX APPROXIMATE(L Y) MAT'L ARCH ARGHITECTURAL MAX @ AT MB BLDi; 6UILDIN5 MECH BLK BLOCKINi; MEZZ BM BEAM MF BN BOUNDARY NAILING MFR BR(:; BEARING MIN BTM (6) BOTTOM MISG BTl'IN BETl'iEEN MTL C CAMBER/ED) (N) CANT CANTILEVER NO. (II) CIP CAST-IN-PLACE NTS CL CENTERLINE oc CL<!> CEILING Ol"iJ CLR CLEAR PIC COL COLUMN PERP (lJ CONC CONCRETE PCF CONN CONNECTION PL CONST CONSTRUCTION PLY CTR CENTER (eD) P5F d PENNY (NAILS) DBL DOUBLE PSI DEPT DEPARTMENT DF DOIJ6.LA5FIR PT DIA (0) DIAMETER PIT DIA<!> DIA50NAL DIAPH DIAPHRA<!>M GT'!' DIM DIMENSION REF DN DOl'IN REINF do DITTO (REPEAT) REQt, DP DEEP (DEPTH) RJ Dl'I<!> DRAl'ilNi; RO EA EACH RR EF EACH FACE 5GH aEV ELEVATION Sl'i EMBD EMBED/MENT) SHT EN ED<!>E NAILIN<!> SIM El'! EACHl'IAY SIMP EXST<!> /1:! EXISTINi; SKl'ID EXT EXTERIOR SPEC FF FINISHED FLOOR 5G FIN FINISH/ED) 55 FU, FLAN<!>E 5TD FLR FLOOR 5T5R FN FIELD NAILING STI<Jx;T FND FOUNDATION T46 FRM1G FRAME/IN<S) T4(:; FT FEET THK FT<!> FOOTIN5 THRD <!>A 5AU5E TN <!>ALY <!>ALVANIZE/D) TOF 56 <!>RADE BEAM TOI'! &LB <!>LUE LAMINATED BEAM TOP HD HOLD DOl'IN T5 HDR HEADER T'T'P H<!>R HAN<!>ER UNO HORZ (H) HORIZONTAL HT HEl<!>HT VERT("-/) IN (') INGHES VIF INT INTERIOR I'! J5T JOIST i'I/ K KIPS (1000) l'ID K51 KIPS PER SGIJARE INGH M L ANi;LE l'll'IF LB LAI; BOLT POUND(S) LEDGER LONi;(ITUDINAL) Lli;HT l'IEl/;HT MASONRY MATERIAL MAXIMUM MAC.HINE SOLT MECHANICAL MEZZANINE MOMENT FRAME MANUFACTURER MINIMUM M15CaLANEOU5 METAL NEl'I NUMBER NOT TO SCALE ON CENTER OPEN l'IEB JOISTS PRECAST CONGRETE PERPENDICULAR POUNDS PER ClSIC FT. PLATE PLYl'iOOD POUNDS PER SGIJARE FOOT POUNDS PER SGIJARE INCH PRE55URE TREATED POST-TENSIONED (PRESTRE55ED) GUANTIT'T' REFERENCE REINFORCEMENT REGIJIRED ROOF JOIST ROUl;H OPENINi; ROOF RAFTER 5GHEDULE SHEARl'IALL SHEET SIMILAR SIMPSON SKEl'i/ED) SPECIFICATIONS SGIJARE SELECT 5TI<Jx;TURAL STANDARD 5T M<!iER/t:D) STRUCTURAL TOP AND BOTTOM TON<!>UE AND <!>ROOVE THICK THREAD/ED) TOE NAIL TOP OF FOOTIN<!> TOP OF l'iALL TOP OF PARAPET TUBE STEEL T'T'PICAL UNLESS NOTED OTHERl'IISE VERTICAL VERIFY IN FIELD STEEL l'IIDE FLANi;E l'ilTH l'iOOD l'iEll;HT l'IELDED l'ilRE FABRIC BEIAININIS l'W.L SJ'Rl,JClURES, I. MASONRY AND CoNGRETE RETAININ<!> l'IALLS RE51l<AINED BY !'IOOD FLOOR FRAMIN5 AT THE TOP OF THE l'iALL SHALL NOT BE BACK-FILLED PRIOR TO GOMPLETION OF THE FLOOR DIAPHRA<!>M INSTALLATION (CONTI<ACTOR TO VERIFY l'IHETHER 6UILDIN5 RETAININ<!> l'iALLS ARE DE515NED AS RESTI<AINED l'IALLS). RETAININ& l'iALLS RESTI<AINED BY A C.ONGRETE DECK AT THE TOP OF l'iALL MAY BE BACKFILLED l'iHEN BOTH OF THE FOLLOl'IIN5 CONDITIONS ARE MET, A. REINFORCED WNCRETE SLAB AT BOTTOM OF l'IALL HA5 BEEN PLACED AND DOl'iaED INTO l'IALL FOOTIN55 PER STRUCTURAL DETAILS /ALLOl'I MIN. 9 DAYS FOR SLAB TO CURE) AND 6. SHORIN<!> AT THE TOP OF l'IALL HAS BEEN WMPLETa Y A TT ACHED TO SUPPORT THE l'IALL UNDER 501L LOADING. CANTILEVERED-T'T'PE RETAININ5 l'IALLS ARE EXEMPT FROM THE ABOVE REQUIREMENTS. 2. 5LAB-ON-5RADE ADJACENT TO RETAININ<!> l'iALL FOOTIN<!> DE51i;NED TO RESIST ALL 5LIDINi; FORCES IN LIEU OF DEEPENDED KEYl'iAY TO BE IN INSTALLED PRIOR TO BACKFILL SHOT GRETE, I. GONTI<ACTOR TO CONFIRM INSTALLATION OF SHOTC.RETE WNFORMS TO ALL REGIJIREMENTS SPECIFIED IN CBC SECTION 1qoe, INGLUDIN<!> REINFORGEMENT, PREGONSTRUCTION TESTS, REBOUND, JolNT5, DAMA<!>E, CURINi;, 5TREN5TH TE5T5, ETC .... 2. EXCEPT A5 SPECIFIED IN CBC SECTION 1qoe, OR eaol'I, SHOTCRETE SHALL GONFORM TO ALL REQUIREMENTS FOR REINFORCED CONCRETE. 9. A(:;(:;RE<!>ATE, COARSE A55REl;ATE, IF ~D, SHALL NOT EXCEED 9/4" INCH 4. REINFORCEMENT, 4.1. PREWN5TRUCTION TESTS REQUIRED THAT DEMON511<ATE ADEGIJATE ENCASEMENT l'ilLL BE ACHIEVED FOR BARS LARi;ER THAN NO. 5 4.2. MINIM.JM CLEARANCE, NO. 5 OR SMALLER = 2-1/2" LAR<!>ER THAN NO. 5 51N5LE CURTAIN = bx BAR DIAMETER DOUEILE CURTAIN = 12 x BAR DIAMETER (CURTAIN CLOSER TO NOZZLE) =bx BAR DIAMETER (CURTAIN FURTHER Al'IAY FROM NOZZLE) 93 SPLICES, NONGONTACT LAP SPLICES l'IITH MINIMUM CLEARANGE OF 2" SHALL BE 1/TILIZED UNLE55 APPROVED BY THE 6UILDIN5 OFFICIAL 6A5ED ON 5ATl5FACTORY F'REGON5TRUC.TION TESTS THAT SHOl'I ADEGUATE ENCASEMENT OF THE BARS l'IILL BE ACHIEVED AND CENTER OF SPLICE 15 PERPENDICULAR TO SURFACE OF 5HOTCRETE. 5. 5HOTCRETE SHALL NOT BE APPLIED TO SPIRALLY TIED COLUMNS. GONGRETE, I. THE MINIMUM 2ei-DAY CYLINDER STREN<!>TH SHALL BE PER CBC TABLE 1qo4.2.2 /UN.OJ CONGRETE MEMBER P'o WNGRETE MEMBER _P-'•~- 5LA6-0N-i;RADE 2:SOO P51 STI<Jx;TURAL SLABS/BEAMS 9poo PSI•• CONTINUOUS FOOTIN55 2:SOO P51 WUJMN5 4 PILASTERS 9poo P51 .. SPREAD PAD FOOTIN55 2:SOO P51 PILES 4 CAISSONS 9poo P51 .. RETAININ<S/5HEAR l'IALLS 9poo p51•• GRADE BEAMS 9poo P51 .. .. ALL CONCRETE REGIJIRED TO BE i;REATER THAN 2~0 PSI SHALL HAVE SPECIAL INSPECTION PER C.6C 1104.42.9. 2. T'T'PE 11 PORTLAND CEMENT (LOI'! ALKALI) SHALL BE USED (U.N.O.). 9. A(:;(:;RE5ATE5 FOR NORMAL ViEl<!>HT CONCRETE SHALL WNFORM TO ASTM C 95. 4. ADMIXTURES PER ACI 91e, MAY BE U5ED l'IITH PRIOR APPROVAL OF THE STI<Jx;"M<AL EN.SINEER. 5. FLY ASH SHALL BE LIMITED TO NO MORE THAN THE FOLLOl'IIN5 PERCENTMES OF THE TOTAL ViEl<!>HT OF CEMENTITIOU5 MA TERIAL5 IN THE GONCRETE, UNLES5 OTHERl'IISE NOTED. FLY A5H OR OTHER POZZOLAN SHALL CONFORM TO ASTM C blfl FOR CLA55 F MATERIAL (CLASS C 15 NOT PERMITTED). FOUNDATIONS ··············---·························································· 15% SLABS ON <!>RADE ............................................ _______ 15% b. READY-MIX WNGRETE SHALL BE MIXED AND DELIVERED IN ACCORDANGE l'ilTH THE A5TM C q4-q4 AND PER SECTION 1q -MIXIN5 I PLACINi; CONCRETE. 1. GONCRETE CON5TRlk;TION SHALL GONFORM l'IITH C,HAPTER 1q OF THE CALIFORNIA BUILDINi; GODE AND TO THE PROVISIONS OF ACI 91e,, LATEST EDITION. e,. REINFORCEMENT SHALL CONFORM V'IITH A5TM A615, i;RADE bO FOR NON-LATERAL MEMBERS e,. REINFORCEMENT SHALL CONFORM l'IITH A5TM A106, <!>RADE 60 FOR LATERAL MEMBERS (i.e. 5HEARl'IALL5, MOMENT-FRAMES, CANTILEVERED COUJMN5, ETC. .. J q. ALL REINFORGING BARS, ANCHOR SOL TS, AND OTHER CONGRETE INSERTS SHALL BE l'IELL SECURED IN POSITION PRIOR TO PLACIN<!> CONGRETE. 10. MINIMUM CONCRETE WYER /IN INGHES) FOR REINFORCIN5 STEEL IN NON-PRE5TRE55ED CAST-IN-PLACE CONGRETE SHALL BE A5 FOLLOl'l5, LOCATION MIN. WYER (TOLERANCE) CoNGRETE CAST A<!>AINST AND PEl<MANENTLY EXPOSED TO EARTH 9" (ADD'L. 1/2' PROM FACE) FORMED SURFACES EXPOSED TO EARTH OR l'IEATHER, #6 BAR5 AND LAR!;ER 2" (ADD'L 1/2" FROM FACE) #5 BARS AND SMALLER 1-1/2"/ADD'L. 1/2" PROM FACE) NOT EXPOSED TO l'iEATHER OR IN CONTACT l'ilTH THE GROUND, #14 AND #Ill BARS #II AND SMALLER@ 5LA65, l'IALLS, AND JOIST PRIMARY REINFORCEMENT, STIRRUPS, TIES OR SPIRALS @ BEAMS, 51RDER5, AND COUJMNS 1-1/2"/ADD'L 1/2" PROM FACE) 9/4" (ADD'L. 1/2" FROM FACE) 1-1/2"/ADD'L. 1/2" PROM FACE) II. l'IALLS AND COLUMNS SHALL BE DOl'IELED FROM THE SUPPORTS l'IITH 6AR5 OF THE 5AME 51ZE, <!>RADE AND SPACIN5 UNLE55 OTHERl'ilSE NOTED. 12. 5LEEVE5, PIPES AND CONDUITS SHALL NOT SE PLACED THROU<!>H CONTINIXl~ OR SPREAD FOOTIN55, <!>RADE BEAMS, STI<Jx;TURAL SLABS, PILE CAPS OR TIE BEAMS UNLESS SHOl'IN IN APPROVED 5TRUC"M<AL DRAl'ilN/:,5 OR DETAILS. 19. ALL SLEEVES THROU<!>H SEAMS, <!>IRDERS, AND FOUNDATION l'IALLS SHALL BE INSTALLED AND SECURED IN POSITION PRIOR TO PLACIN<!> CONCRETE, EXCEPT A5 5HOl'IN ON STI<Jx;TURAL DRAl'IIN55, SLEEVIN<!> SHALL NOT BE PERMITTED UNLE55 APPROVED BY THE ARGHITECT AND STI<Jx;TURAL EN<!>INEER. 14. GONDUIT SHALL NOT BE PLACED IN ANY CONCRETE 5LAS LE55 THAN 9-1/2" THICK. IF CONDUIT 15 PLACED IN CONCRETE SLAB, ITS OUTSIDE DIAMETER SHALL NOT BE l;REATER THAN ONE THIRD OF THE SLAB THICKNE55. 15. ALL EXPOSED GORNERS SHALL BE CHAMFERED 9/4 INCH /U.N.OJ. lb. FRAMIN<!> CONTRAGTOR TO VERIFY LOCATION OF HOLD-DOl'iNS PRIOR TO POURIN<S OF GONGRETE FOUNDATIONS. 11. ALL VERTICAL 5URFACE5 OF CONCRETE ABOVE FINISHED <!>RADE SHALL BE FORMED. 1e,. REFER TO ARGHITECTURAL DRAl'IIN55 AND 5PECIFICATION5 FOR ADDITIONAL REGIJIREMENTS. 1q. 5LAS ON GRADE 15 NOT DESIGNED A5 A 5TI<Jx;TURAL DIAPHRAGM (UN.OJ. 20. CONSTI<Jx;TION OR CONTROL JOINTS IN SLABS ON <!>RADE TOPPINi;S SHALL BE PROVIDED AS INDICATED. THE LOCATIONS OF JOINTS NOT SPECIFICALLY INDICATED SHALL BE REVIEl'IED BY THE ENi;INEER AND APPROVED BY THE ARGHITECT. l'IHERE POSSIBLE JOINTS SHALL ALli;N l'IITH RE-ENTI<ANT WRNERS OF THE SLAB OR TOPPIN<!>. 21. l'IHERE C.ONGRETE 15 PLACED MAINST EXl5TIN5 CONGRETE SURFACES, THE EXl5TIN5 GONCRETE SURFACE5 SHALL SE THOROU<!>HL Y CLEANED AND ROU<!>HENED TO A MINIMUM AMPLITUDE OF):, INGH, A CONCRETE BONDIN!; A!;ENT SHALL BE APPLIED TO THE EXl5TINI; WNGRETE SURFACE. S TRUG TURAL NOTES ... REINFORCED CQNCREJE MASQNR'f, I. GONCRETE BLOCK UNITS SHALL BE OPEN-END T'T'PE UNITS AND SHALL CONFORM l'IITH CBC SECTION 2109, <!>RADE 'N" T'T'PE I, Im = I~ PSI. 2. ALL CELLS SHALL BE /;ROUTED SOLID. 9. i;ROUT CONSTRUCTION JOINTS SHALL BE FOl<MED BY 5TOPPIN5 THE POUR NOT LE55 THAN½" OR MORE THAN 2' BELOl'I THE TOP OF THE UPPERMOST UNIT GROUTED. HORIZONTAL STEEL SHALL BE FULLY <!>ROI/TED IN AN UNINTERRUPTED POUR. 4. HORIZONTAL REINFORGEMENT SHALL BE PLACED IN BOND BEAM UNITS l'IITH A MINIMUM 1:,ROI/T WYER OF I" ABOVE 5TEa FOR EAC,H <!>ROI/T POUR. 5. MORTAR SHALL SE 1,qoo P51 "T'T'PE 5" PER CBC. 6. <!>ROUT SHALL BE 2.000 PSI MINIMUM PROPORTIONED I CEMENT, :,)'. TO 9 SAND, I TO 2 PEA <!>RAVEL. 1. REINFORCEMENT SHALL COMPLY l'IITH ASTM A615 i;RADE bO. ei. CAST-IN-BOLTS/ANCHORS SHALL HAVE I" MINIMUM /;ROUT 5URROUNDIN5 THE BOLT. q. MINIMUM LAP SPLICES OF REINFORCIN<!> BARS SHALL BE THE LAR<!>ER OF A. 4ei BAR DIAMETERS OR 24" MINIMUM 10. MASONRY CONSTI<Jx;TION SHALL CONFORM TO THE LATEST EDITIONS OF C,HAPTER 21 OF THE CALIFORNIA 6UILDIN5 GODE AND ACI 590.1. II. WNDUITS OR PIPES SHALL NOT OCCUR IN 5AME caL A5 REINFORGIN<!> BARS. 12. MASONRY UNITS SHALL BE PLACED IN A RUNNIN5 BOND PATTERN, UNLE55 OTHERl'ilSE NOTED. 19. FIRST COURSE OF BLOCKS ABOVE OPENINGS SHALL BE LINTEL/BOND BEAM UNITS. 14. MAXIMUM /;ROUT LIFT SHALL NOT EXCEED 4'-0" IN ONE DAY UNLE55 THE PROPER PROCEDURES FOR Hl<!>H LIFT i;ROUTINi; PER 50VERNIN5 Ai;ENCIES ARE FOLLOl'IED. VIBRATE ALL /;ROUT LIFTS. 15. MASONRY SHALL BE CLEAN AND FREE OF ALL SU65TANCES THAT MAY IMPAIR BOND. 16. BOND BEAM T'T'PE UNITS SHALL BE USED FOR ALL HORIZONTAL REINFORCIN<!> STEEL. 11. VERTICAL COLD JOINTS ARE NOT ALLOl'IED UNLE55 NOTED OTHERl'IISE ON THE APPROVED 5TI<Jx;TURAL DRAl'IING5. 1e,. GONTRAGTOR SHALL ADEGUATEL Y BRAGE ALL MASONRY l'IALLS UNTIL FLOOR AND/OR ROOF FRAMIN5 HAS BEEN ERECTED COMPLETa Y. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR SHEETS 12 -15, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF SHEETS 12 -15 AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN JS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT ORA WINGS AND SPECIF/CA TJONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: DAVID THOMAS ENGINEERING. APC ADDRESS: 12625 HIGH BLUFF DRIVE CITY, STA TE: SAN DIEGO CA 92130 TELEPHONE: 858-201-3072 BY:<e? DAVID M THOMAS SUITE 302 10-12-22 DATE R.C.E. NO.:~S6~0~2~0 ______________ _ REGISTRATION EXP/RATION DA TE: ~6~1~3=0~/2=3~----- " AS BU I LT" exp ___ _ REVIEUUED 6"T", DATE DATE ~ CITY OF CARLSBAD ~ 1----+----+----------------+---t-----+-----+-----1 ~ ENGINEERING DEPARTMENT ~ :=G::::RAD:::::::::,N:::G'....::::&:::::::IM:::P::R:::O:::VE~M:::::EN::T::::::P::LAN::::::=s:::F:::::O::R:::: ::==::::::'.-=:==~ FORESTER RESIDENCE 4464 ADAMS STREET l----+---t------------------+---+---t---t-------1 ~G~R~2~0,=2,!:1 :::0~0~3:c7:::=~!:!: lf",T\ le>AI APPROVED: ..I I JASON S. GELDERT DA TE INlllAL DA TE INlllAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DWN BY: PROJECT NO. CHKD BY: __ _ RVWD BY: CDP 2020-0018 DATE DRAWING NO. 533-BA DocuSign Envelope ID: 87FBB893-DBF0-4AB1-9A33-042A898F85F3 7/27/2023 '$9,'7+20$6 (1*,1((5,1*$3& 6WUXFWXUDO(QJLQHHULQJ6HUYLFHV 0DLOLQJ$GGUHVV 'HO0DU+HLJKWV5RDG 6DQ'LHJR&DOLIRUQLD 3K\VLFDO$GGUHVV +LJK%OXII'ULYH6XLWH 6DQ'LHJR&DOLIRUQLD 2IILFH &HOO (PDLO GDYLG#GWHQJVGFRP :HEVLWH ZZZGWHQJVGFRP ' ( NF STATEMENT OF SPECIAL INSPECTIONS NOTES: I. SPEC:IAL. INSPEC:TION 15 REQUIRED PER C:HAPTER 11 OF THE C:AL.IFORNIA BUil.DiNG C:ODE AND AS E MA5lltR'f CONS'IJ!IX:,I]QII {GI.IALII( Ai:il;il RANCE L.EVEL 21 SUMMARIZED IN THE "SUMMARY OF SPEC:IAL INSPEC:TIONS'. THE Oi'INER SHAL.L. EMPL.OY A SPECIAL INSPEc:TION AGENC:Y APPROVED BY THE STRUC:TURAL. ENGINEER OF REC:ORD PRIOR TO THE START OF C:ONTINJOUS OR ~ / "PE516N i'IORK. C:OPIES OF ALL INSPECTION REPORTS SHALL BE SLeMITTED TO THE ARc:HITEC:T OF REC.ORD, TYPE PERIODIC S'IREN6THS STRUC:TURAL ENGINEER OF RECORD, AND DPl'I PD.C:.I. INSPEc:TOR IN A TIMELY MANNER. 2. 1HE SPEC:IAL INSPEC:TIONS IDENTIFIED ON THE PLANS ARE IN ADDITION TO, AND NOT A 5l,65TITUTE FOR, VERIFICATION FUaGIIII~ PRIOR TO C:ONSTRUCTION l'TMS-602 TA!ll.f 5 ) TI-JOSE INSPEc:TIONS REQUIRED TO BE PERFORMED BY A DPl'I P D.C:.I. IN5PECTOR. 5PEGIALL Y INSPEC:TED C:OMPLIANC:E OF 5UMITTAL5 p TMS 602, ART. 1.15 i'IORK YiHIC:H 15 IN5TALLED OR C:OVERED YilTHOUT THE APPROVAL OF THE DPYi PD.C:.I. INSPEC:TOR 15 5U6JEC:T TO REMOVAL OR EXF05URE. Im AND l'AAC:, EXC:EFT V'IHERE SPEC:IFIC:ALL Y EXEMPTED BY S. 1HE 5PEC:IAL INSPEC:TOR MUST BE C:ERTIFIED BY THE LOCAL JLA'tlSDIC:TION' BUILDING DEPARTMENT IN THE THE C:ODE p TMS 602, ART. 1.4 B C:ATE<SORY OF YiORK REQUIRED TO HAVE 5PEC:IAL IN5PEC:TION. 4. IT 15 THE RESPONSIBILITY OF THE OYiNER OR C:ONTRAC:TOR TO NOTIFY THE SPECIAL INSPEC:TOR OR INSPECTION TASKS AS CONSTRUCTION B661NS l'TMS-602 TAEIU; 4 J INSPECTION A<SENC:Y AT LEAST Ti'IO i'IORKING DAYS PRIOR TO PERFORMING ANY YiORK 1HAT REQUIRES PROPORTION5 OF SITE-PREPARED MORTAR p TMS 602, ART. 2.1, 2.b A, 2.b B SPEC:IAL INSPEC:TION. ALL YiORK PERFORMED YilTHOUT SPEC:IAL INSPEC:TION 15 SUSJEC:T TO REMOVAL. 5. A PROPERTY OYiNER'S FINAL REPORT FORM FOR YiORK REQUIRED TO HAVE SPEC:IAL INSPEC:TIONS, TESTING GRADE AND SIZE OF PRESTRESSING TENDONS AND p TMS 602, ART. 2.4 B, 2.4 H AND STRUCTURAL. OBSERVATIONS MUST BE C:OMPL.ETED BY THE PROPERTY Oi'INER, PROPERTY Oil'INER'S ANC:HORAGES AGENT OF REC:ORD, ARc:HITEC:T OF REC.ORD OR ENGINEER OF REC:ORD AND SUBMITTED TO THE INSPEGTION SERVIC:ES DIVISION. GRADE, TYPE AND SIZE OF REINFORCEMENT, I!>. YiHERE C:ONTINlk:lUS SPEC:IAL INSPEc:TION 15 REQUIRED, THE SPEC:IAL INSPECTOR SHALL C:ONTINUOIJ5LY C:ONNEC:TOR5, ANc:HOR BOLTS AND PRESTRESSING p TMS 602, ART. S.4, :1.6 A PROVIDE FUL.L-TIME VERIFIC:ATION OF THE YiORK. TENDONS AND ANC:HORAGE 1. i'IHERE PERIODIC: SPEC:IAL INSPEC:TION 15 REQUIRED, THE SPEC:IAL INSPEC:TOR NEED NOT BE C:ONTINUOU5L Y PRESENT DLA'tlNG 1HE i'IORK i'IHERE PERIODIC: INSPEC:TION 15 INDIC:ATED. AS A MINIMUM, PERIODIC: 5PEC:IAL PRE5TRE551NG TEC:HNIQUE p TM5 602, ART. :l.b B INSPEc:TION SHALL OC:C:UR DAILY. PROPERTIES OF THIN-BED MORTAR FOR Ac:c: MASONRY *C:/B TMS 602, ART. 2.1 C:.I l!I. 5PEC:IAL INSPEC:TIONS SHAL.L MEET THE REQUIREMENTS OF THE C:Bc: C:HAPTER 11 AND SHALL BE SAMPLE OF PANEL C:ONSTRUC:TION p TMS 602, ART. 1.6 D PERFORMED llY A QUALIFIED INSPEC:TOR OR TESTING AGENC:Y, RETAINED BY THE OYiNER AND APPROVED BY 1HE BUil.DiNG OFFIC:IAL TO AC:T A5 A SPECIAL INSPEC:TOR. 1HEY SHALL PERFORM INSPEc:TION5 PER INSPECTION TASKS PRIOR TO 6ROUTIN6 CTMS-602 TAEIU; 4) C:SC: 5ECTION5 1104, 1101 4 1101!1. GROUT SPAc:E p TMS 602, ART. S.2 D, S.2 F q_ C:ONTINUOIJ5 INSPECTION SHALL BE PROVIDED DURING 1HE PERFORMANC:E OF l'IORK REQUIRINe> SPEC:IAL INSPECTION, UNLESS NOTED 0-rHERYilSE. V'IHEN i'IORK IN MORE THAN ONE C:ATEGORY OF YiORK REQUIRINe> TM5 402, SEC:. 10.l!I, 10.q I SPEC:IAL INSPEC:TION 15 TO BE PERFORMED SIMULTANEOUSL. Y, OR 1HE GEOGRAPHIC: LOC:ATION OF THE PLAC:EMENT OF PRESRESSING TENDONS AND ANCHORAGES p TMS 602, ART. 2.4, :1.6 i'IORK 15 suc:H THAT IT C:ANNOT BE C:ONTINUOUSLY OBSERVED, IT SHALL. BE 1HE RESPONSIBILITY OF THE AGENT TO EMPLOY A SUFFIC:IENT NUMBER OF SPEC:IAL INSPEC:TORS TO A55LA'tE THAT AL.L i'IORK 15 TM5 604, SEC:. 6.1, 6.:1.1, C:ONTINUOIJ5L Y INSPEC:TED IN Ac:c:oRDANC:E YilTH THOSE PROVISIONS. PLAC:EMENT OF REINFORCEMENT, C:ONNEC,TORS AND ANC:HOR p 6.:1.b, 6.:1.1 / 10. YiEL.DS DONE IN A FABRIC:ATOR'S SHOP, APPROVED BY L.OC:AL BUil.DiNG JLA'tlSDIC:TION, NEED NOT HAVE BOL.TS TMS 602, ART. :12 E, 9.4 C:ONTINUOUS OR PERIODIC: SPEC:IAL INSPEc:TION. 1HE APPROVED FABRIC.ATOR MUST SUBMIT A C:ERTIFIC:ATE OF C:OMPLIANC:E IN AC:C:ORDANC:E i'IITH C:Bc: SEC:. 110422. SPEC:IAL INSPEC:TION 15 REQUIRED PROPORTIONS OF SITE-PREPARED GROUT AND FOR i'IELDS DONE IN A SHOP YiHlc:H 15 NOT AN APPROVED FABRIC.ATOR AND APPLIC:ATION TO PERFORM PRESTRESSING GROUT FOR BONDED TENDONS p TMS 602, ART. 2.6 B, 2.4 G.lb OFF-SITE FA!lRIC:ATION MUST BE SUBMITTED TO AND APPROVED BY THE C:ITY. II. FOR i'IELDED, FUL.L Y RESTRAINED C:ONNEC:TIONS BETYiEEN PRIMARY MEMBERS OF ORDINARY MOMENT Vl:RIFICATION OF COMPLIANCE llURIN6 c:oNSTFWCTION CTMS-602 TAEIU; 4 ) RESISTING FRAMES (OMRF) AND SPEC:IAL MOMENT RESISTING FRAMES (SMRF), NON-DESTRUCTIVE TESTS PER APPROVED NATIONAL STANDARDS, SHAL.L BE C:ONDUC:TED. ALL. C:OMPLETE PENETRATION GROOVE MATERIAL.5 AND PROCEDURES YilTH THE APPROVED p TMS 602, ART. 1.5 YiEL.DS C:ONTAINED IN -XJINTS AND SPLIC:ES SHALL BE TESTED 100% EITHER BY UL.TRASONIC: TESTING OR 5UBMITTAL5 RADIOGRAPHY. FOR l'IELDED, FUL.LY RESTRAINED C:ONNEC:TIONS BETl'l!:l:N PRIMARY MEMBERS OF OMRF YiHIC:H ARE FA!lRIC:ATED IN A APPROVED FABRIC:ATOR5 SHOP, NON-DESTRUC:TIVE TESTS SHALL BE 12.~1~ PLAC:EMENT OF MASONRY UNITS AND MORTAR -XJINT p TM5 602, ART. :13 B C:ONDUC:TED BY A SPEGIAL INSPECTION AGENC:Y APPROVED BY 1HE L.OC:AL BUil.DiNG JLA'tl5DIC:TION. C:ONSTRUC:TION 12. OFF-SITE FA!lRIC:ATION, TYPE c:ONTIIIJOUS OR REFERENC,ES/PESISN SIZE AND LOC:ATION OF STRUC:TURAL. MEMBERS p TMS 602, ART. S.9 F a. SPEGIAL INSPEGTION 15 REQUIRED FOR FABRIC:ATION OF MEMBERS AND ASSEMBLIES PERFORMED IN A PERIODIC 51RENSTHS FA!lRIC:ATION SHOP NOT APPROVED BY THE INTERNATIONAL C:ODE C:OUNc:IL. (IC:C:). VERIFY MATERIALS BEL.01'1 SHALL.OYi FOUNDATIONS ARE TYFE, SIZE, AND LOC:ATION OF ANCHORS, INc:L.UDING OTHER TM5 402, SEC:. 1.2.1 (e), 6.2.1, b. FA!lRIC:ATOR MUST BE RESISTERED AND APPROVED BY THE L.OCAL. JLA'tl5DIC:TIONS BUil.DiNG p DETAIL.5 OF ANCHORAGE OF MA50NRY TO 5TRUCTURAL p DEPARTMENT FOR THE FABRIC:ATION OF MEMBERS AND ASSEMBL.IES ON THE PREMISES OF THE ADEQUATE TO Ac:HIEVE THE DESIGN BEARINS C:APAc:ITY MEMBERS, FRAME, OR OTHER C:ONSTRUC:TION 6.3.1 FA!lRIC:ATOR'S SHOP. VERIFY EXC:AVATIONS ARE EXTENDED TO PROPER o. FABRIC.ATOR SHALL SUBMIT AN "APPL.IC:ATION TO PERFORM OFF-SITE FABRIC:ATION" TO THE INSPEC:TION DEP-rH AND HAVE REAc:HED PROPER MATERIAL. p YiEL.DINS OF REINFORCEMENT C, TMS 402, 5EC. 6.1.6.1.2 SERVIC:ES DIVISION FOR APPROVAL PRIOR TO C:OMMENCEMENT OF FABRIC:ATION. d. FA!lRIC:ATOR SHALL SUBMIT A "C:ERTIFIC:ATE OF C:OMPLIANC:E FOR OFF-SITE FABRIC:ATION" TO THE PERFORM C:LA551FIC:ATION AND TESTING OF C:OMPAc:TED PREPARATION, C:ON5TRUc:TION AND PROTEc:TION OF INSPEC:TION SERVIC:ES DIVISION PRIOR TO EREC:TION OF FABRIC:ATED ITEM5 AND ASSEMBLIES. FIL.L MATERIALS p MASONRY DURIN6 C:OLD YiEATHER /TEMPERATURE BELO/'! p TMS 602, ART. 1.1!1 C:, 1.e, D SEE APPLIC:ABLE SOILS 40' F) OR HOT YiEATHER (TEMPERATURE ABOVE qo• F) e. YiHERE MATERIALS OR ASSEMBLIES ARE REQUIRED BY 1HE BUil.DiNG C:ODE TO BE L.ABEL.ED, SUC:H REPORT FOR PROJEC:T MATERIALS AND A55EMBL.IE5 SHALL. BE L.ABELED BY AN AGENCY APPROVED BY 1HE LOC:AL VERIFY USE OF PROPER MATERIAL.5, DENSITIES AND LIFT APPLIC:ATION AND MEASUREMENT OF PRESTRESSING FORGE C, TMS 602, ART. 9.6 B JURl5DIC:TION'5 BUILDING DEPARTMENT IN AC:C:ORDANc:E /'!1111 SEC:TION 110:1. PRODUC:TS AND MATERIALS THIC:KNESS DURING PLAC:EMENT AND C:OMPAC:TION OF C, TO BE LABEL.ED SHALL BE TESTED, INSPEc:TED AND LABEL.ED IN Ac:c:ORDANc:E i'IITH 1HE PROCEDURES C:OMPAc:TED FILL. PLAC:EMENT OF GROUT AND PRESTRESSING 6ROUT FOR C, TM5 602, ART. S.5, :I.S F.l.b SET FORTH IN 5EC:TION5 li0:15.1 11-IROlk5H 1109.5.:1. IDENTIFY ON PLANS, NAME AND ADDRESS OF THE BONDED TENDONS TESTIN6/IN5PEC:TION AGENCY. PRIOR TO PLACEMENT OF C:OMPAC:TED FIL.L, IN5PEGT F. SPEGIAL INSPEGTION 15 REQUIRED FOR FABRIC:ATION OF MEMBERS AND ASSEMBLIES DONE IN A SHOP SUBGRADFE AND VERIFY THAT SITE HAS BEEN p PL.AC:EMENT OF AAc: MASONRY UNITS AND C:ONSTRUc:TION • C: / B TMS 602, ART. S.:I B.q, S.:I F.l.b OF A FABRIC:ATOR /'!HIC:H 15 NOT APPROVED BY INSPEC:TION 5ERVIC:E5. AN APPLIC:ATION TO PERFORM PREPARED PROPERL. Y OF TI-JIN-BED MORTAR JOINTS OFF-SITE FABRIC:ATION MUST BE SUBMITTED TO AND APPROVED BY INSPEC:TION SERVIC:ES. 9. FABRIC:ATION OF MEMBERS AND ASSEMBL.IES DONE IN A FABRIC:ATOR5 SHOP APPROVED BY OBSERVE PREPARATION OF GROUT SPECIMENS, MORTAR TMS 602, ART. 1.4 B2A.9, INSPEC:TION SERVIC:ES NEED NOT HAVE C:ONTINUOL6 OR PERIODIC: SPEC:IAL INSPECTION. AT C:OMPI.ETION SPEC:IMENS AND/OR PRISMS p 1.4 B.2b.:I, 1.4 B.2.o.9, 1.4 B.9, OF FA!lRIC:ATION, 1HE APPROVED FA!lRIC:ATOR SHALL. SUBMIT THE "C:ERTIFIC:ATE OF C:OMPLIANC:E" 1.4 B.4 FORM TO INSPEC:TION SERVIC:ES. •c:oNTINUOUS FOR THE FIRST spoo SF OF MASONRY / PERIODIC: AFTER THE FIRST spoo 5F OF MASONRY h. THE C:ONSTRUC:TION MATERIALS TESTING LABORATORY MUST BE APPROVED BY 1HE LOCAL I;;, CONc:RE11: CON51Rl.lc:T1QH tt·, >,;!500 E:ill JURISDIC:TION'S BUILDING DEPARTMENT, FOR TESTING OF MATERIALS, 5Y5TEM5, c:oMPONENT5 AND c:ONTIIIJOUS OR REl"ERENCES / "PESISN EQUIPMENTS. TYPE I. SPEGIAL INSPEGTOR SHALL VERIFY THAT FABRIC.ATOR MAINTAINS DETAILED FA!lRIC:ATION AND PERIODIC: 51RENSTHS QUALITY C:ONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPEC:TION C:ONTROL. OF THE INSPEC:T REINFORCEMENT, INC:LUDING PRESTRESSING Ac:I :111!1 c:H. 20, 25.2, 25.:1, YiORKMANSHIP AND FA!lRIC:ATOR'S ABIL.ITY TO C:ONFORM TO APPROVED C:ONSTRUc:TION DOC:UMENTS p AND REFERENc:ED STANDARDS. THE SPEc:IAL INSPEc:TOR 5HAL.L REVIEYi 1HE PROC:EDIJRES FOR TENDONS AND VERIFY PLAc:EMENT 26.b.1-26.b.:I C:OMPLETENESS AND ADEQUAC:Y RELATIVE TO 1HE C:ODE REQUIREMENTS FOR 1HE FABRIC:ATOR5 SC.OPE REINFORc:INS BAR YiEL.DING, VERIFY YiEL.DABILITY OF OF YiORK. 1:1. SOILS SPEC:IAL INSPEC:TION5 SHALL BE PERFORMED BY THE RESISTERED DE516N PROFESSIONAL IN REINFORc:IN6 BARS 0-rHER THAN A5TM A106, INSPEC:T p AYi5 Dl.4, Ac:I Sle,, 26.6.4 RESPONSIBLE c:HARSE (GEoTEc:HNIC:AL. ENGINEER OF REc:ORD), /'!HO HAS PREPARED THE APPROVED 51N6LE PASS FILLET l'\ELDS MAX 5/16 6EOTEC:HNIC:AL INVESTIGATION REPORT. INSPEC:T ANc:HORS C:AST IN C:ONC:RETE p Ac:I 91e,, 12.l!l.2 14. A SOIL.5 5PEC:IAL INSPEC:TION REPORT (SIGNED, STAMPED AND DATED BY 1HE GEOTEc:HNIC:AL. EN61NEER VERIFY USE OF REQUIRED DESISN MIX Ac:I :111!1, C:H. 1q, 26.4.:1, 26.4.4 OF REC.ORD) SHALL. BE SUBMITTED TO, AND APPROVED BY 1HE DP/'! P.D.C:.I. INSPEC:TOR VERIFYINS SOILS p SPEC:IAL. INSPEC:TION ITEMS IN AC:C:ORDANC:E i'IITH THE STATEMENT OF SPEC:IAL INSPEC:TIONS PRIOR TO FOUNDATION C:ONC:RETE PLAC:EMENT. PRIOR TO C:ONC:RETE PLAc:EMENT FABRIC.ATE SPEC:IMENS 15. A SPEC:IAL INSPEGTION REPORT (SIGNED, STAMPED AND DATED BY 1HE SOILS EN61NEER OR GEOTEC:HNIC:AL FOR 5TRENS1H TESTS, PERFORM SLUMP AND AIR C:ONTENT C, ASTM C:112, ASTM C::11, ENe>INEER OF REC.ORD) SHALL. BE SUBMITTED TO, AND APPROVED BY THE DPl'I P.D.C:.I. IN5PEGTOR TESTS AND DETERMINE THE TEMPERATURE OF THE Ac:I :IIB, 26.4, 26.12 VERIFYING DEEP FOUNDATION SPEc:IAL INSPEc:TION ITEM5 IN AC:C:ORDANC:E /'!ITH THE STATEMENT OF C:ONC:RETE SPEC:IAL. IN5PEC:TION5 PRIOR TO FOUNDATION C:ONCRETE PLAc:EMENT. INSPEC:T C:ONCRETE AND SHOTC:RETE PLAC:EMENT FOR !SltolMAR'!' 121:: !'ffe.ll,L IN!SPEC.:DON!'> PROPER APPL.IC:ATION TECHNIQUES C, AC: I 91e,, 2b 5 INSl'ECTION CODE; ~ VERIFY MAINTENANC:E OF 5PEC:IFIED C:LA'tlNG TEMPERATURE AND TEC:HNIQUES p Ac:I s1e,, 26.5.5-265.5 INSPEC:T PRESTRE55ED C:ONC:RETE FOR APPLIC:ATION OF PRESTRESSING FORGES AND GROUTINe> OF BONDED C, Ac:I 91.!l, 26.10 D. SOILS 1105.b PRESTRESSING TENDONS E. C:ONc:RETE C:ONSTRUC:TION (f'o > 2{;00 PSI) 11053 INSPEC:T EREC:TION OF PREC:A5T C:ONc:RETE MEMBERS p Ac:I 911!1, c:H. 26.8 F. MASONRY C:ONSTRUC:TION 1105.4 VERIFY IN-SITU C:ONc:. 5TREN6TH, PRIOR TO STRESSING OF TENDON5 IN POST-TENSIONED C:ONC:. 4 PRIOR TO REMOVAL p AC.I SIB, 26.11.2 OF SHORES AND FORMS FROM BEAMS 4 5TRUC:TURAL 5LAB5 INSPEC:T FORMYiaRK FOR SHAPE, L.OC:ATION AND p Ac:I :11e,, 26.ll.l.2(bJ DIMENSIONS OF THE C:ONC:RETE MEMBER BEIN6 FORMED 'SEE PLANS/DETAIL.5 FOR SPEC:IFIED DESIGN 5TRENG1H "AS BUil T" ~" EXP DATE REVIEUJED 6Y, STRUCTURAL SPECIAL INSPECTIONS INSPECTOR DATE ~ CITY OF CARLSBAD m 9 ENGINEERING DEPARTMENT 5 l'l'-°"ESS I~ GRADING & IMPROVEMENT PLANS FOR: #"" -4\0 T/.Ja ~ FORESTER RESIDENCE V) ~"' 'tr,; ~ 4464 ADAMS STREET <:i S fin?O <Jl i ,..s-y-~231,/ GR2021 0037 lf",T\ IC> Al -Al ;TIONS ·~ &• APPROVED: JASON S. GELDERT "',;,;-~ -, <' OF C~Ll~9 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE J'R. DWN BY: PROJECT NO. DRAWING NO. DATE INlllAL DATE INlllAL DATE INITIAL CHKD BY: ... ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CDP 2020-0018 533-BA DocuSign Envelope ID: 87FBB893-DBF0-4AB1-9A33-042A898F85F3 7/27/2023 '$9,'7+20$6 (1*,1((5,1*$3& 6WUXFWXUDO(QJLQHHULQJ6HUYLFHV 0DLOLQJ$GGUHVV 'HO0DU+HLJKWV5RDG 6DQ'LHJR&DOLIRUQLD 3K\VLFDO$GGUHVV +LJK%OXII'ULYH6XLWH 6DQ'LHJR&DOLIRUQLD 2IILFH &HOO (PDLO GDYLG#GWHQJVGFRP :HEVLWH ZZZGWHQJVGFRP ' ( &21&5(7(/$363/,&(7$%/( 0$6215</$363/,&(7$%/( 7<3,&$/5(,1)25&,1*%$5%(1'6 &251(5$1',17(56(&7,215(,1)25&,1* 0$6215<&251(5$1',17(56(&7,21 qq q q q 7<3,&$/67(33(')227,1* &08:$//(;3$16,21-2,17'(7$,/ &08:$//&21752/-2,17'(7$,/ &21&5(7(67$,521*5$'( 3,3(6$1'6/((9(67+58*5$'(%($06 7<3,&$/:$//3(1(75$7,21'(7$,/ NF CONTROL JOINT@~ I 20'-0" O.C. /MAX) 1 CMU V'IALL FER FLAN () I~ V'lHERE TOP OF PIPE IS LESS THAN :l" FROM THE BOTTOM OF THE GRADE BEAM, DEEPEN THE GRADE BEAM AS SHOV'lN. 'l" TYP. POTENTIAL CRACK • • RUN HORIZONTAL REINF. CONTINUOUS THROU6H CONTROL JOINT ------BACKER ROD CAULKING (SEALANT) I" CLR. TYP. V'lHERE ADJACENT SLEEVES OCCUR SPACE 3x"D" ON CENTER, D = 10" MAX. l'-011 2-#~ RETAINING V'IALL PER PLAN MATCH HORIZONTAL REINF. • • • • • • .. • .• <1: .ll. t • • • • Ll • • ., ., CONCRETE FOOTING PER PLAN • • ... • <f'l 4 • 4' • Ll . • • •• 4 • • ~-• • Ll . </ . ,1 · . ., J/1HERE ADJACENT SLEEVES OCCUR SPACE :lx"D" ON CENTER, D = 10" MAX. #4 BARS @ 12" O.C. (EACH V'IA Y) #:, BAR@ NOSING (TYPICAL) •· · .. ·. · ... --------~~.~-... . •• ---,~---'-"T,--'---.-'~-c-'-"----h" •. .. ., . •4 24" MINIMUM l'-0" NOTES, G _, 2'-0" MIN. ... :l" CLR. #4 BARS @ 12" O.C. • SEE ARCHITECTURAL DRAV'llNGS FOR STAIR RISE, RUN, 4 FINISH I. "D" EGIUALS DEPTH OF FOOTINGS PER PLANS 4 DETAILS. 2. REINFORCING TO MATCH SIZE 4 SPACING OF FOOTING REINF. :l. SLOPE OF STEPS TO BE ONE VERT TO TY10 HORIZ. (MAX. SLOPE) U.N.O. 36 DIA :l" CLR. MIN. LAP (TYP.) • .. • p • ... • /, O!' • <fl -' u • 91-011 MIN. 11D11 3" CLR. :l/8" CONTROL JOINT @ 20'-0" O.C. MAX. ll • • • • CMU V'lALL PER PLAN PROVIDE PERFORMED JOINT FILLER 4 V'IATERPROOFING 4'-0" MIN. • RUN TOP 4 BOTTOM HORIZONTAL REINF . CONTINUOUS THROUGH CONTROL JOINT. AL TERNA TE ADD'L. BARS CONTINUOUS THROUGH CONTROL JOIST 4 PROVIDE 12" HOOK AT NON-CONTINOUS BARS ( LT. ENDS 0..: a ?:= D TYP. BEAM STIRRUPS "10 HOOK TYPICAL HOOKS , ~-n 6 /MAX.SLOPE <o,"· -' "J ~ ====~ OFFSETO USE OFFSET ONLY V'lHERE SFECIFICALL Y DETAILED 4 AT COLUMNS O' -~-®,;_ <o • ..,_-~+-.,,,.4' ~ "Ji; Jf" #J ~ "'" ~-"'cPY f j ,L SPA~ED SPLICE ?- COLUMN OR BEAM TIES D = FINISHED INSIDE BEND DIA d0 = NOMINAL BAR DIA MIN. D = 6db FOR #8 BARS 4 SMALLER MIN. D = 8db FOR #'l BARS 4 LARGER NOTE I. NOTE I. - '°"' . ... . . -. _______ -_ . .........,. • • ' ..;_ . NOTE, I. SEE CONCRETE LAP SPLICE TABLE (I/SD-I) NOTE I .. ·• • . . 48db (2'-0" MIN.) CONCRETE \____ CONTACT SPLICE . NOTE I. • • . . • • • • • I':' ~ HORIZ. REINFORCING '-.----TJ/10 BARS TO MATCH REINF. / //_/ _///././ @ CORNER VERT. NOTE I L / / / / / -..-v V •. 1 .. .a-./ •. • . / · .. I// / / / / /.,, . /; / I✓ / ·. /1/ cf.· . / / / ~ALT.BEND OTE I / / / / / ' " .. .t .. • . . /. : .... · .. ,, · . · .. / / /// / I / / l!I' -.... / VERTICAL . ·/ .. REINFORCING : / SPACING . / ED BARS TO _/ TV'lO ADD MATCH YE RT. REINF. /,: ~-'"'"' / / . NOTE, HORIZ (TYP) I. SEE MASONRY LAP SPLICE TAB . REINF. ~ LE (2/SD-I) :/ / / / // / /. >'. / 7r-< .. / / // / f,t!,., ... ~-. / / U.: z IU\!l Ile'. z ~u u< _ IJ... ~ <fl IU > TYPICAL STRUCTURAL DETAILS DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION REINF. BOTTOM REINF. TOP REINF. SIZE LAP LENGTH LAP LENGTH #:, l'-10" 21-411 #4 21-511 91-111 115 31-011 31-w #6 31-111 41-ell #1 51-911 61-Cf 11 #e, 6'-011 11-Gf 11 #'l 6'-qn tY-'1 11 #10 11-111 Gf 1-I011 NOTES, I. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND NORMAL V'lEIGHT CONCRETE (f'c ~ 2{500 PSI). 2. "BOTTOM BARS" ARE ALL VERTICAL BARS, ALL HORIZONTAL V'lALL REINFORCEMENT, AND HORIZONTAL REINFORCEMENT V'llTH LESS THAN 12 INCHES OF CONCRETE CAST BELOV'l THE BARS. :l. "TOP BARS" ARE HORIZONTAL BARS V'llTH MORE THAN 12 INCHES OF CONCRETE CAST BELOV'l THE BARS. 4. FOR BARS V'llTH CLEAR COVER LESS THAN Ix BAR DIAMETER OR CLEAR SPACING LESS THAN 2x BAR DIAMETER, MULTIPLY TABULATED VALUES BY 1.5 5. FOR TYPE 'A' SPLICES DIVIDE TABULATED VALUES BY l.:l. REINF. 48d• 12d• SIZE #:, 11-611 21-911 #4 2'-011 91-011 115 21-011 3'-qn #6 3'-011 4 1-611 #1 91-611 51-911 #e, 4 1-011 6 1-011 #'l 41-611 6'-'fll #10 51-511 8'-611 NOTES, I. TABULATED VALUES ARE BASED ON GRADE 60 REINFORCING BARS AND MASONRY (f 'm = I {500 PS I) . 2. ALL SPICES ARE TO BE 48d• UNLESS NOTED OTHERV'llSE IN PLANS. 3. d• = BAR DIAMETER " AS BU I LT" exp ___ _ REVIEUJED 6Y, ~ CITY OF CARLSBAD 4 ENGrlNEEF.:INGr DEPARTMENT GRADING & IMPROVEMENT PLANS FOR: FORESTER RESIDENCE 4464 ADAMS STREET DATE DATE ~ 5 GR2021 0037 Jf",T\ICIAI 1 , '•' DET.AII c, APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DA TE INlllAL DA TE INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CDP 2020-0018 533-BA DocuSign Envelope ID: 87FBB893-DBF0-4AB1-9A33-042A898F85F3 7/27/2023 '$9,'7+20$6 (1*,1((5,1*$3& 6WUXFWXUDO(QJLQHHULQJ6HUYLFHV 0DLOLQJ$GGUHVV 'HO0DU+HLJKWV5RDG 6DQ'LHJR&DOLIRUQLD 3K\VLFDO$GGUHVV +LJK%OXII'ULYH6XLWH 6DQ'LHJR&DOLIRUQLD 2IILFH &HOO (PDLO GDYLG#GWHQJVGFRP :HEVLWH ZZZGWHQJVGFRP ' ( 6,7(:$//'(7$,/6,7(:$//'(7$,/ 6,7(:$//'(7$,/ NF PER CIVIL I VPROPERTY LINE 8" CONCRETE v-lALL (f'c = 9,000 PSI) SPECIAL INSPECTION REQUIRED~/ #4 @ 16" o.c. (HORIZ.) 4 #4 @ 16" o.c. (VERT.) V-DITCH PER CIVIL _J 2 UJ ;;i ~ X -<> ,<> Ill' m _J \) 1'-0" MIN. TO DAYLIGHT J <I • . <l .. • .. .(lo • <I . • I CONCRETE STAIRS-ON-GRADE PER CIVIL LOv-1-EXPANSIVE IMPORTED LEVEL BACKFILL PER PROJECT SOILS REPORT f-II) UJ UJ -ili '¢ : ~ v-lATERPROOFING AS ~ REQ'D. PER SDFRD .s· I 9" • . I CLR. I ~ <l • .. • <l <I DRAIN 4 BACKFILL PER NOTE BELOv-1 / / / / / / // (9) #5 BARS / TOP 4 BTM. / ---------• 2'-6" MIN. RETAINING v-lALL PER BUILDING SUBMITTAL SURCHARGE ~ INFLUENCE LINE 'y /, 1.0 / 1.0 ~// / .. • • CONTRACTOR TO LOCATE TOP OF FOOTING BELOv-1 SURCHARGE INFLUENCE LINE CENTER ON v-lALL J CAST-IN-PLACE CONC. FTG. (f'c =2,'300 PSI) NO SP. INSP. REQV. • .. • ~ a ~ _J IL ~ \) z a \) Ill a _J a <f) ;;i X ;,c ~ -<> PROPERTY LINE 8" CONCRETE v-lALL (F'c = 9,000 PSI) SPECIAL INSPECTION REQUIRED~/ #4 @ 16" o.c. (HORIZ.) 4 #4 @ 16" o.c. (VERT.) #4@ 16" o.c. " A "" <l' in _J • \) • • 15'-0" MIN. " A <l TO DAYLIGHT l 9'-0" MIN. " USE DETAIL 9 IF LESS ~ 1'-0" MIN 4" ... I CONCRETE V-DITCH PER CIVIL 2.0 MIN. • I I <l <I ... • " . .. ,:1 "• <I . . <l • • " l~I v-lATERPROOFING AS I REQ'D. PER SDFRD . I 9" CLR. J DRAIN 4 BACKFILL PER NOTE BELOv-1 (9) #5 BARS TOP 4 BTM. CAST-IN-PLACE CONC. FTG. (f'c =2,500 PSI) NO SP. INSP. REQ'D. DRAIN 4 BACKFILL NOTES: (PER PROJECT SOILS REPORT) LOv-1-EXPANSIVE IMPORTED LEVEL BACKFILL PER PROJECT SOILS REPORT x <( X = a I "' f-If) UJ UJ -ili '¢ !i: I!) UJ :r Cl UJ z ~ UJ oc x !i: ~ I!) UJ :r ;,c _J I _J "' <( ,:: #5 BARS @ 16" O.C. (VERTICAL) 8" CONCRETE Y'IALL (f'c = 9,000 PSI) SPECIAL INSPECTION REQUIRED #5 BARS @ 16" O.C. (HORIZONTAL) 2.0 MIN. 1.0 F #4 BAR @ 16" O.C. CAST-IN-PLACE CONC. FTG. (l'c =2,'300 PSI) NO SP. INSP. REQ'D. • " <l • . <l' A " " I I . <l I I • . I .. I • . I • <l I I •• I I 9" CLR. (2) #4@ TOP CONCRETE CURB PER CIVIL 4 SDRSD "G-I" LOv-1-EXPANSIVE IMPORTED LEVEL BACKFILL PER PROJECT SOILS REPORT 1--II) !I! -<f) '¢ !i: f-I!) V v-lATERPROOFING AS :r UJ I!) :r I REQ'D. PER SDFRD UJ _J ••• :r _J ~ <( I I • I I • A • •. I . · <l· I •• I I I I .. <l ... . " • <l A A 9" CLR. #5 BARS @ 8" O.C. .. • <I . '1. .. " • DRAIN 4 BACKFILL PER NOTE BELOv-1 " 4 9" CLR. .' L} <I_.,,.~.,._ __ _ ~ X <( X () I ,., (9) #5 BARS @ TOP (9) #5 BARS @ BOTTOM ,:: x <( X 9 r- -., z 6 Retaining ~all footings should be designed to resist the loterol forces b~ pcis,,Jve soil resistance cincl/or base friction cis recommended f'or f'ounclotion lotercil resistance. To relieve the potential f'or h~clrostotic pressure v,cill bcickf'ill should consist of' Cl f'ree draining bockf'ill (scincl equivalent "SE" >20) ond o heel drain should be constructed. The heel drain should be place cit the heel oF the v,cill cincl should com;ist of ci 4-inch cllometer perf'orcitecl pipe (SDR35 or SC.HD 40) surrounded b~ I cubic Foot of crushed rock (3/4-lnch) per lineal Foot, ~rapped in filter fcibriG (Mirofi I40N or equivalent). #5 BAR @ BOTTOM Proper clroinoge devices 5houlcl be installed along the top of the v,oll backfill, v,hich should be properl~ sloped to prevent surface v,oter ponding cidjcicent to the v,oll. In addition to the v,oll clroincige s~stem, For building perimeter v,cills extending belov, the finished grade, the v,oll should be v,oterproofed ond/or clcimp-proofecl to effective!~ seal the v,cill From moisture infiltration through the v,cill section to the interior v,cill Foce. The v,cill should be bci,:;kfillecl v,ith granular soils plci,:;ecl in loose lifts no greater than B-in,:;hes thick, cit or near optimum moisture content, ond me,:;honicoll~ compacted to o minimum qo per,:;ent relative ,:;ompciction os determined~ ASTM Test Method Dl551. Flooding or jetting of bo,:;kfill materials genercill~ do not result in the required degree cincl uniformit~ of compaction cincl, therefore, is not recommended. The soils engineer or his representative shou lei observe the retaining v,oll Footings, bo,:;kclroin instollotion oncl be present during placement oF the v,oll backfill to confirm that the v,alls are properl~ ba,:;kfilled and ,:;ompactecl STRUCTURAL DETAILS 1'-0" MIN . TO DAYLIGHT DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION I '-0" (MIN.) 9'-6" MIN. CENTER ON v-lALL " AS BU I LT" exp ___ _ DATE REVIEUJED 6'T', DATE ~ CITY OF CARLSBAD rn 5 ENGrlNEEF<:INGr DEPARTMENT 5 GRADING & IMPROVEMENT PLANS FOR: FORESTER RESIDENCE 4464 ADAMS STREET GR2021 0037 lf",T\ICIAI SITE IAIAI I -,•" C, APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DA TE INlllAL DA TE INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: OTHER APPROVAL CITY APPROVAL RVWD BY: CDP 2020-0018 533-BA DocuSign Envelope ID: 87FBB893-DBF0-4AB1-9A33-042A898F85F3 7/27/2023