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Home My WebLink AboutDWG 534-1A; SDP 2018-0004; ROMERIA POINTE APARTMENTS; 01-17MBIAM GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) I. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. ARIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERTIFICATE 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 $1,1100,01111.1111 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HA VE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RATING GUIDE. 5. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADLINE DATE OF THE IMPROVEMENT AGREEMENT. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED \VITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. I 0. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. 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 STATE OF CALIFORNIA, PRINCIPALLY 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. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDATIONS OUTLINED TN 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 STATE OF CALIFORNIA PRINCIPALLY 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 SPECIFICATIONS AND THE " EARTHWORK SPECIFICATIONS" ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELD AT THE SITE PRIOR TO THE BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPECTS Of THE WORK. THE CONTRACTOR SHALL REQUEST A PRE-CONSTRUCTION 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 DATE AND TIME FOR THE PRE-CONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCTION MEETING WILL BE MADE BY CALLING THE ENGINEERING 24-HOUR INSPECTION REQUEST LINE 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 OTHER WISE. REQUESTS MADE AFTER 2:00 P.M. WILL BE SCHEDULED FOR TWO FULL WORKDAYS LATER. 16. THE OWNER AND/OR APPLICANT THROUGH THE DEVELOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, ST ATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. 17. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE INSTALLATION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS TITLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL TN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE IMMEDIATELY, AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO DO SO. 20. ALL OPERATIONS CONDUCTED ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR,ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7:00 A.M. AND 6 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22. IMPORT MATERIAL SHALL BE OBTAINED FROM, AND WASTE MATERIAL SHALL BE DEPOSITED AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTED ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN THE PONDING OF WATER IS NOT PERMITTED. ALL EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SWPPP AND/OR SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27. 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. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 534-1 L AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. ORIGINAL SCALE: lo',,, 1 ,,, 11 , 'iNC~E's', 21 ,,,, 1 ,,, 31 ,,,, 1 ,,, 41 29. 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. 311. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 31. 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 THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING F ACTLITIES OR STRUCTURES NOT SHOWN. 32. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVE GROUND AND UNDER GROUND) WITHIN THE PROJECT SITE 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. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (DIG ALERT) 811 SDG&E (800)411-7343 AT&T (6 I 9)237-2787 SPECTRUM CABLE (8011)227-26011 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 (7611)753-6466 * * BUENA SANITATION DISTRICT (760)726-1340 xl330 * *AS APPROPRIATE 34. PERMIT COMPLIANCE REQUIREMENTS: A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIL ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE AND CONTROL THE WORK TN PROGRESS {15.16.120 A.8) CARLSBAD MUNICIPAL CODE. B. PRIOR TO COMPLETION OF GRADING WORK -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR PER SECTION 15.16.120 OF THE CARLSBAD MUNICIPAL CODE: (I) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND IRRIGATION 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 TN 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 CERTIFICATE. (6) PERMITTED WALL FINAL INSPECTION REPORT. 33. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED \VITHIN ONE (I) 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. "DECLARATION OF RESPONSIBLE CHARGE (Sheets 1-12)" 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, SHEETS Nos. I THROUGH 12 ONLY, 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: ADDRESS: CITY, STATE: TELEPHONE: ROBIN B. HAMERS & ASSOCIATES, INC. 3IOIIAIRWAY AVENUE, SUITE 124 COSTA MESA, CA 92626 949 548-1 I 92 BY: ,--{ MICHAEL BENESH, RLL J '093 DATE: 4/ 4/23 -~~~-- SOILS ENGINEER'S CERTIFICATE I, Stephen J. Coover , A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS TN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY GEOSOILS, INC. TWO COPIES OF THE SOILS REPORT, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. DATE: 4/18/23 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-REGULATED SW PPP, I (WE) ALSO AGREE A QUALIFIED SW PPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LATEST VERSION. 4/13/23 DATE, _______ _ NAME: NI LESH DESAI PREPARED BY: ROBIN B. HAMERS & ASSOC., INC. CIVIL ENGINEERS 3100 AIRWAY AVENUE, SUITE 124 COSTA MESA, CA 92627 ~ MICHAEL BENESH, R.C.E. 37893 4/ 4/23 DATE EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT RAM SETYA AT (PHONE NUMBER) (714) 692-9120 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCTION ORDER ISSUED BY THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SW PPP PRACTITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WPC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. THE UPDATED WPC PLAN AND UPDATED SWPPP SHALL BE KEPT AT THE PROJECT SITE AND MADE AVAILABLE TO THE CITY INSPECTOR. ADDITIONAL CONSTRUCTION BMP'S BEYOND THE ORIGINAL APPROVED SWPPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTICIPATED. THE QSP SHALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPROVAL FROM THE QUALIFIED SW PPP DEVELOPER AND THE CITY INSPECTOR REGARDING ANY SIGNIFICANT CHANGES TO BMP DEPLOYMENT. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED SWPPP AND/OR EROSION CONTROL PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FIFTY PERCENT (50%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. I 0. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: I. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: I. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED 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 IIIO¾COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 211 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,c, AND fOF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. 1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE TN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. J. NON-PHYTO-TOXIC WETTING 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 THAN 211110 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDTNG BY: I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY ORA COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6:1 b. HARROWING AREAS 6: I OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURF ACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEEDBED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. Source of Topography VICINITY MAP CITY DF OCEANSIDE HIGHWAY, 78 PACIFIC OCEAN · .. _ _ :,--.. _ ._. -.. _ .. _ Gibraltar \~ ~~ Cos~, ' AVE ~2 \ ~ Lr-.._!'-=---,-'\ ~-l_( . J Romcna L\. CITY OF ENCINITAS ', J" ' Sheet Index Sheet Number I 2 3 4 5 6 7 8 9 I 0 11 12 13 14 15 16 17 Sheet Title TITLE SHEET DETAILS DETAILS & LWD NOTES BMP DETAILS GRADING PLAN STORM DRAIN PLAN STORM DRAIN PLAN RETAINING WALL PLAN RETAINING WALL PROFILES BMP SITE PLAN TIER 2 SWPPP TITLE SHEET TIER 2 SWPPP EROSION CONTROL PLAN SHORING GENERAL NOTES SHORING GENERAL NOTES SHORING PLAN SHORING DETAILS PLANTER DETAILS Legal Description: LOTS 392 AND 393 OF LA COSTA SOUTH UNIT NO. 5, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 6600, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, MARCH 10, 1970. Project Address: 7527 ROMERIA STREET CARLSBAD, CA 92009 Owner/Developer: BNR INVESTMENT & DEVELOPMENT, LLC Attn: NEAL DESAI 23800 VIA DEL RIO YORBA LINDA, CA 92887 (714) 692-9120 Reference Drawings: 169-4 Easements: PER FIDELITY NATIONAL TILE COMPANY PRELIMINARY TITLE REPORT DATED AUGUST 23, 2018 FOR THIS PROJECT, ORDER NO. 002116775-997-OCI-TR2, THERE ARE NO EASEMENTS OF RECORD ON THE PROJECT SITE. Earthwork Quantities: CUT: 7,650 CY FILL: 210CY EXPORT: 7,440 CY REMEDIAL: 0 CY* *NO REMEDIAL GRADING. CAST-IN-DRILLED-HOLE (CIDH) PILES AND/OR VIBRO PIERS WILL BE USED TO SUPPORT BUILDINGS. Benchmark: DESCRIPTION: CLSB020 ROD W/CAP STAMPED LS 6215 SET 220' W. ROMERIA STREET ON S. SIDE OF LA COSTA AVENUE. 5' BACK OF CURB. LOCATION: LAT 33°05'08.34848"N LONG ll 7°14'42.99942 W FROM THE INTERSECTION OF ROMERIA STREET AND LA COSTA AVENUE GOW. ON LA COSTA 220' TO THE POINT ON THE LEFT. MONUMENT IS ON S. SIDE OF LA COSTA AVENUE. 5' BACK OF CURB. RECORDED: ROS 17271 ELEVATION: 106.414 DATUM: NGVD 29 WORK TO BE DONE THE IMPROVEMENT WORK SHALL BE PERFORMED TN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED BY THE CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. 2022-223 DATED 7/15/20 5. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS BY GEOSOILS, INC. DATED MAY 18, 2022, AUGUST 17, 2021 , DECEMBER 6, 2018, SEPTEMBER 12, 2018, NOVEMBER 21 , 2017, NOVEMBER 14, 2007, FEBRUARY 22, 2007, OCTOBER 13, 2006, JULY 26, 2006, JULY 21, 2006,MARCH 8, 2005, & SEPTEMBER 27, 2004. 7. THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. STORM WATER QUALITY MANAGEMENT PLAN PREPARED BY ROBIN B. HAMERS & ASSOCIATES, INC. DATED 9/13/21. 9. CALIFORNIA STORM WATER QUALITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CALTRANS CONSTRUCTION SITE BMP MANUAL. 0 DESCRIPTION 0 CD PROJECT BOUNDARY CENTER LINE EASEMENT LINE CONST. 8" REINFORCED P.C.C. PAVEMENT- SECTION PER SOILS ENGINEER CONST. P C.C. WALKWAYS, PATIOS AND STAIRS (SECTION AND FINISH PER LANDSCAPE PLANS) CD CONST. RETAINING WALL TYPE 1 Ci) CONST. RETAINING WALL TYPE 3. CONSTRUCT TEMPORARY SHORING WALL 0 PER SHORING PLANS SHEET Nos. 13, 14, 15 & 16. 0 CONST. BIOFILTRATION PLANTER 0_) CONST. 6" CONC. CURB (:\.8) CONST. 18" SQUARE INLET W/TRAFFIC ~ GRATE 0_) CONST. AREA DRAIN @ CONST. SUB-DRAIN (ii-, CONST. PVC SCHED 40 STORM DRAIN PIPE 12) / (SIZE & SLOPE PER PLAN) 4" PVC 6" PVC 8" PVC 10" PVC G') CONST. 2'x2'xl' DEEP 6" COBBLES @ CONST. RETAINING WALL TYPE 6. @ CONST. 4" TRENCH DRAIN TEMPORARY CONST. ENTRANCE SILT FENCE SD INLET PROTECTION HYDROSEED/MULCH BINDER GRAVEL BAGS Legend DWG.No. SDRSD M-26 SDRSD C-1 SDRSD C-3 DETAIL SHEET 4 SDRSD G-1 DETAIL SHEET 2 DETAIL SHEET 2 DETAIL SHEET 2 SDRSD C-6 CASQA TC-I SE-I SE-10 EC-3 SE-10 SYMBOL --------- □ [J ------------ -0--0--0- [I] ® ---------so-- □ ------ - - □ r POST-CONSTRUCTION BMP TABLE QUANTITY 475 S.F. 2,366 L.F. 386 SF 278 S.F. 1,130 SF 4 EACH 34 L.F. 9 EACH 18 EACH 100 L.F. 142 L.F. 357 L.F. 229 L.F. 105 L.F. 13 EACH 150 SF I EACH 480 SF 590 L.F. 22 EACH 5,6110 S.F. I 20 EACH STORMWATER REQUIREMENTS THAT APPLY: □ STANDARD STORM WATER REQUIREMENTS CK] PRIORITY PROJECT REQUIREMENTS EXEMPT FROM TRASH CAPTURE? EXEMPT FROM HYDROMODIFICA TION? TYPE DESCRIPTION OWNERSHIP D YES [ZJ NO MAINTENANCE AGREEMENT BIOFILTRATION TC-32 Propeny O\.vner YES TOTAL LOT AREA~ 0.712 ACRES TOTAL DISTURBED AREA~ 0.598 ACRES tKj ~~s SHEET NO. 4,5 "AS BUILT" MAINTENANCE FREQUENCY Bi-Weekly (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) RCE ____ EXP. ____ _ DATE TOTAL REPLACED IMPERVIOUS AREA~ 0 SF TOTAL PROPOSED IMPERVIOUS AREA~ 22,054 SF REVIEWED BY: INSPECTOR DATE TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY FIELD SURVEY METHODS FROM INFORMATION GATHERED ON SEPTEMBER 21 , 21117 BY MLB ENGINEERING. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. 1---t----+-------------t---;----t------r--------i I SHlEET I CITY OF CARLSBAD ~7 ENGINEERING DEPARTMENT l__!2_J :=G::::RAD====IN=G',..'::::P=L=AN==s==F==o==R=: =========-=== ROMERIA POINTE APARTMENTS Project Location THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBERS 216-300-12 & 216-3110-13. THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS N 334 E 1689 Leucadia Wastewater District PUBLIC SEWER SYSTEM APPROVAL APPROVED BY: LWD DISTRICT ENGINEER ~ Dexter S. Wilson, PE Dexter Wilson Engineering, Inc. Firm C33692 4/2112023 --- RCE Date 6/30/2024 Exp. Date /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL 7527 Romeria Street, Carlsbad, CA APNs 216-300-12 & 216-300-13 GR21121-01139 TITLE SHEET APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 639 12 EXPIRES 9/30/24 DATE DWN BY: ,v,n CHKD BY: __ _ RVWD BY: PROJ ECT NO. SDP 20 I 8-1111114 DRAWING NO, 534-lA PLAN DATE: 4/ 4/23 DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 PL 5'± 10' EX, BLDG. EX, GRADE BMP-1:BIOFILTER PLANTER SEE DETAIL SHEET 4 PROP. BLDG. A Section A SCALE: 1"=5' VARIES 8.9' MIN. Section C SCALE: 1"=5' PL EX. 1.5:1 SLOPE Section D SCALE: 1"=5' Section E SCALE: 1"=5' BMP-3:BIOFILTER PLANTER SEE DETAIL SHEET 4 PROP. BLDG. B EX. 1.5:1 GRADE 5' PLANTER WALL BY OTHERS DETAILS SHEETS 15 & 17 60' 30'30' 20' Typical Section: Romeria Street NOT TO SCALE EX. AC PAVEMENT EX. CURB & GUTTER Varies 10'-12'10' EX. SIDEWALK Varies 18'-20' PROJECT SITE EX. CURB & GUTTER EX. SIDEWALK CL ROW ROW 5.5' 60' 30'30' 20' Typical Section: Gibraltar Street NOT TO SCALE EX. AC PAVEMENT EX. CURB & GUTTER 10'10' EX. SIDEWALK 20' PROJECT SITE EX. CURB & GUTTER EX. SIDEWALK CL ROW ROW 6' PL 10' EX. GRADE PROP. BLDG. A Section B SCALE: 1"=5' PROP. V-GUTTER PROP. BLDG. A VARIES 5.2' MIN. PL EX. GRADE PROP. BLDG. B PROP. RET. WALL TYPE 1 SDRSD C-1 4' - 6 " M A X PROP. WALKWAY Va r i e s 6 . 5 ' to 1 1 . 5 ' DRAINS TO PLANTER Section F SCALE: 1"=5' BMP-2:BIOFILTER PLANTER SEE DETAIL SHEET 4 PROP. BLDG. A FINISHED GRADE 5' PLANTER WALL BY OTHERS DETAILS SHEETS 15 & 17 TEMPORARY SHORING SEE SHORING PLANS SHEETS 13, 14, 15 & 16 2' 1 1 TEMPORARY SHORING SEE SHORING PLANS SHEETS 13, 14, 15 & 16 1 1 2' 1 1 10' ROW 2 1 PLAN DATE: 6/23/23 SDP 2018-0004 17 REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" ENGINEERING DEPARTMENT RCE EXP. 2 PREPARED BY: ROBIN B. HAMERS & ASSOC., INC. CIVIL ENGINEERS 234 E. 17TH STREET, SUITE 205 COSTA MESA, CA 92627 (949) 548-1192 MICHAEL BENESH, R.C.E. 37893 DATE HBR 6/23/23 LIVIC REEN I G N E LANOISSEFORPDERETSIGER COMPACTED SOIL 18" SQUARE GRATE. (TRAFFIC RATED) JENSEN 18" SQUARE PRECAST CONC. CATCH BASIN (OR EQUAL) SEE MANUFACTURE'S DETAIL SHEET 3 OUTLET PIPE CONCRETE MORTAR SLOPE TO PIPE OUTLET INLET PIPE INVERT PER PLAN INVERT PER PLAN 18" SQUARE INLET W/TRAFFIC GRATE DETAIL NOT TO SCALE 3/8" LIP PAVEMENT 8 3/8" LIP PAVEMENT SLOPE AREA DRAIN NOT TO SCALE 6" NDS SQUARE POLYLEFIN GRATE WITH U.V. INHIBITORS OR APPROVED EQUAL. (ATRIUM STYLE GRATE IN LANDSCAPE, FLAT GRATE IN CONCRETE) VA R I E S SLOPE COMPACTED SOIL NDS UNIVERSAL OUTLET OR APPROVED EQUAL 4"xMAIN LINE DIAMETER PVC BEND OR TEE PVC DRAIN PIPE SLOPESLOPE 9 MB 534-1A GR2021-0039 ROMERIA POINTE APARTMENTS 7527 ROMERIA STREET, CARLSBAD, CA APNs 216-300-12 & 216-300-13 DETAILS EX. 12" A.C. WATER EX. 8" A.C. WATEREX. 8" PVC SEWER Varies 10' 18' EX. 8" A.C. WATER 10' EX. 8" PVC SEWER Varies EX. 24" RCP SD 15' TEMP. BACKCUT 4' MAX. VERTICAL 1 1 TEMP. BACKCUT EX. GRADE FINISHED GRADE BUILDINGS TO BE SUPPORTED ON PILES/PIERS NO LOAD TRANSFERRED TO ADJOINING STRUCTURES. BUILDINGS TO BE SUPPORTED ON PILES/PIERS NO LOAD TRANSFERRED TO ADJOINING STRUCTURES. BUILDINGS TO BE SUPPORTED ON PILES/PIERS NO LOAD TRANSFERRED TO ADJOINING STRUCTURES. BUILDINGS TO BE SUPPORTED ON PILES/PIERS NO LOAD TRANSFERRED TO ADJOINING SLOPE. 7' MIN. ORIGINAL SCALE: 8" REINFORCED CONCRETE PAVEMENT DETAIL NOT TO SCALE2 8" P . C . C . #3 REBAR 18" O.C. BOTH WAYS AT MID-SLAB 6" CURB - SDRSD G-1 (MODIFIED) 4" A G G R E G A T E B A S E (9 5 % R E L . C O M P A C T I O N ) COMPACTED SUB-BASE (95% PER ASTM D 1557) CU R B M O D I F I E D T O E X T E N D 12 " B E L O W S U B G R A D E 1 1 EXISTING GRADE VARIES 7' MIN. 2" C L E A R . T O P AN D B O T T O M 7' ±3' ± 5' ± 7' ±3' ± 3' ± PLANTER WALL BY OTHERS DETAILS SHEETS 15 & 17 Abbreviations: AC ASPHALT CONCRETE BP BEGIN POINT BW BACK OF WALK CB CATCH BASIN CC CONCRETE CF CURB FACE CLF CHAIN LINK FENCE CO CLEAN OUT E ELECTRICAL EC EDGE OF CONCRETE EG EDGE OF GUTTER EM ELECTRIC METER EP EDGE OF PAVEMENT OR END POINT FF FINISHED FLOOR ELEVATION FG FINISHED GRADE ELEVATION FH FIRE HYDRANT FL FLOW LINE ELEVATION FS FINISHED SURFACE PAVEMENT ELEVATION G GAS GM GAS METER INV INVERT OF PIPE ELEVATION LF LINEAR FEET MID MID-POINT NG NATURAL GRADE PB PULL BOX PCC PORTLAND CEMENT CONCRETE OR POINT OF COMPOUND CURVE PI POINT OF INTERSECTION PL PROPERTY LINE PM PARKING METER POST PP POWER POLE R/W RIGHT OF WAY S SEWER SCO SEWER CLEANOUT SDMH STORM DRAIN MANHOLE SMH SEWER MANHOLE ST. LT. STREET LIGHT SW SIDE WALK T TELEPHONE TC TOP OF CURB ELEVATION TEL.MH TELEPHONE MANHOLE TF TOP OF FOOTING ELEVATION TG TOP OF GRATE ELEVATION TOE TOE OF SLOPE TOP TOP OF SLOPE TW TOP OF WALL ELEVATION W WATER WM WATER METER WV WATER VALVE Symbols: (0.1) EXISTING ELEVATION EXISTING SPOT ELEVATION FIRE HYDRANT ELECTRIC GAS WATER TELEPHONE FENCE MONUMENTS TREE WALL CONCRETE V-DITCH ABANDONMENT NOTES: PARTIALLY 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, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) IS CONSIDERED ADEQUATE. 2) PERMANENTLY STABILIZE FLAT AREAS (≤5%) - 70% COVER WITH WELL-ESTABLISHED, SUSTAINABLE, NON-WEED VEGETATION (SEE CITY LANDSCAPE MANUAL FOR GUIDELINES) OR 2 INCHES (MINIMUM) OF PERMEABLE COVER (E.G., GRAVEL) IS CONSIDERED ADEQUATE. 3) RESTRICT ACCESS TO SITE - COORDINATE WITH CITY STAFF TO DETERMINE APPROPRIATE FENCING TYPE. 4) SIGNAGE ALONG FRONTAGE ROAD(S) POSTING THAT DUMPING, LITTERING, AND TRESPASSING 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 SIGNAGE, ADHERING TO THE FIRE PREVENTION ORDINATION, KEEPING THE SITE FREE FROM LITTER ACCUMULATION AND VEGETATION GROWTH, AND REMOVING ANY ILLEGALLY DUMPED MATERIALS AT THE SITE UNTIL THE PROPERTY IS DEVELOPED IN THE FUTURE. 3/4" CRUSHED ROCK W/FILTER CLOTH 4" PERFORATED PVC PIPE 2" 12 " Sub- Drain Detail NOT TO SCALE 12" 10 Section G SCALE: 1"=5' 1' PL EX. GRADE PROP. RET. WALL TYPE 1 SDRSD C-1 3' - 4 " M A X PROP. WALKWAY TEMP. BACKCUT 4' MAX. VERTICAL VARIES 7' MIN. MBIAM -\\ ~-. --~ ~. ·•: ._ ·•.•... .• .. ~-:. ;,; :· ~ T, --111-,--1 ~ I I 1-1 '~-,,1 I 1-' I ' L.\/:::::==::::tl~ 01----- lo' I I I I I I I~ I I '1N6~ES' I '-21 I I I I I I I I ~I I I I I I I I I 41 I- / I / I / I ------------------/r-'-'--+-, -----j // I J -= o,_____- l j -_~:- ,..'-. ,: ' . .. . . -- 7 ' ' ........___ .. ·< -: . -~----·.:.· '• •. ;- . . . --·: .... ·. ,;.1'1.' .-: .. ·. ' _i . --------+--I. - ' ' xl6::>7.i~ y --E- --G- --w- --T- -x -x - ¢: • ~ f-----l----l------------+--+-----j~----j-----i LJ I CITY OF CARLS BAD 11 ~ 1-----+----+--------------t---+----f---t-----j GRADING PLANS FOR: APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE 1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL D'M'J BY: ---PROJECT NO. I DRAWING NO. CHKD BY: __ RVWD BY: DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 ORIGINAL SCALE: PLAN DATE: 6/23/23 SDP 2018-0004 REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" ENGINEERING DEPARTMENT RCE EXP. 3 PREPARED BY: ROBIN B. HAMERS & ASSOC., INC. CIVIL ENGINEERS 234 E. 17TH STREET, SUITE 205 COSTA MESA, CA 92627 (949) 548-1192 MICHAEL BENESH, R.C.E. 37893 DATE HBR 6/23/23 LIVIC REEN I G N E LANOISSEFORPDERETSIGER 17 MB 534-1A GR2021-0039 ROMERIA POINTE APARTMENTS 7527 ROMERIA STREET, CARLSBAD, CA APNs 216-300-12 & 216-300-13 DETAILS & LWD NOTES 87.17 FS 87.5 BW 85.00 FS 84.5 BW 86.0 BW 86.0 BW 6. 6 % 8% 12%12% 12% 2% 2% 8% 85.25 BW 85.50 BW 85.95 FL 7. 5 % 10 % 2% 84.50 FL 5% 5% Building A Driveway Detail SCALE: 1"=5' R.O.W. BUILDING WALL 2% 2% 85.22 FL 86.75 BW 86.50 BW 86.50 FL 0% 6. 6 % STORM DRAIN INLET FLOOR DRAIN INLET R.O.W. BUILDING WALL Building B Driveway Detail SCALE: 1"=5' 67.30 FS 67.90 BW 5% 2% 2% 65.1 BW 66.70 FS 65.52 FS 10 % 65.05 FL 67.15 FS 67.00 FS 66.85 FS 2.5% 67.2 BW 66.5 BW 65.8 BW 2% 2% 2% 65.72 FL 66.37 FL 67.02FL 9. 9 % 8. 3 % 3. 4 % 11.5% 2. 7 % SEE DRAWING NUMBER 534-1 FOR STREET IMPROVEMENTS SEE DRAWING NUMBER 534-1 FOR STREET IMPROVEMENTS FLOW 65.50 TW 65.00 FS 65.60 TC 65.50 TW BMP-4 SEE DETAILS SHEET 4 NOTE: FLEXSTORM IS A DIVISION OF ADS AND THE TERMS FLEXSTORM PURE AND ADS PURE ARE USED INTERCHANGEABLY BY THE COMPANY IN THEIR FILING WITH THE STATE WATERBOARDS. CONTRACTOR IS TO VERIFY THAT THE INSERTS FIT THE 24" RISER INSTALLED FOR THE DRAIN PRIOR TO ORDERING THEM. LWD PROTECTION NOTES FOR MISCELLANEOUS PLANS 1. LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE LWD APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENGINEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING OR AFTER CONSTRUCTION. 2. ALL DESIGNS, MATERIALS, AND CONSTRUCTION WORK SHALL ALL DESIGNS, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO LEUCADIA WASTEWATER DISTRICT (LWD) STANDARD SPECIFICATIONS, AVAILABLE ON THE LWD WEBSITE, AND TO THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT, THE LWD SEWER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REQUIREMENTS SHALL BE FOLLOWED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS LISTED THE CONTRACTOR SHALL HAVE A COPY OF THE DOCUMENTS LISTED IN SEWER NOTES 2 & 3 ON THE JOBSITE AT ALL TIMES. 5. NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT-OF-WAY AND NO WORK SHALL BE COMMENCED UNTIL ALL RIGHT-OF-WAY AND OTHER REQUIRED PERMITS HAVE BEEN OBTAINED FROM THE JURISDICTIONAL CITY, COUNTY, AND/OR APPROPRIATE AGENCIES. 6. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS OBTAINED BY AVAILABLE RECORDS SEARCH BY THE PRIVATE ENGINEER. TO THE BEST OF THE PRIVATE ENGINEER'S KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES SHOWN. 7. APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A APPROVAL OF THIS PLAN BY LWD DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 8. CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE CONTRACTOR SHALL BE AWARE THAT LWD FACILITIES PROVIDE WASTEWATER CONVEYANCE, TREATMENT, AND DISPOSAL TO THE PUBLIC 24 HOURS A DAY, 365 DAYS A YEAR. THEREFORE, LWD OR THEIR CONTRACTORS MAY NEED ACCESS TO FACILITIES FOR OPERATIONS, MAINTENANCE, OR EMERGENCY REPAIR AT ANY TIME. THE CONTRACTOR WILL ENSURE THAT ACCESS TO THE FACILITIES IS MAINTAINED AT ALL TIMES (DURING CONSTRUCTION AND AT THE END OF EACH CONSTRUCTION DAY) AND SHALL NOT HINDER AND WOULD BE EXPECTED TO ASSIST WITH ACCESS WHILE WORKING AROUND LWD FACILITIES. 9. CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT LWD FACILITIES AND STRUCTURES DURING CONSTRUCTION. SHOULD THE CONTRACTOR AT ANY TIME DAMAGE LWD OR PRIVATE SEWER LATERAL FACILITIES, THE CONTRACTOR SHALL IMMEDIATELY STOP WORK, NOTIFY LWD, MINIMIZE AND CONTROL ANY SEWAGE SPILL AND REPAIR DAMAGED FACILITIES TO THE SATISFACTION OF LWD AT NO COST TO LWD INCLUDING INSPECTION AND ANY BYPASSING REQUIRED. DAMAGE CAUSED TO SEWER FACILITIES SHALL BE REPAIRED IN ACCORDANCE WITH ALL APPLICABLE LWD STANDARD SPECIFICATIONS AND DRAWINGS. SUBMIT FOR LWD APPROVAL PRIOR TO REPAIR. 10. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR PREVENTING SEWAGE SPILLS; CONTAINING ANY SEWAGE SPILLS; RECOVERY AND LEGAL DISPOSAL OF ANY SPILLED SEWAGE ARISING FROM ANY WORK ADJACENT TO LWD FACILITIES OR ALLOWING A SEWAGE SPILL OR FAILURE TO PREVENT A SEWAGE SPILL WHILE PERFORMING THE WORK. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CLEAN-UP COSTS AND PENALTIES ASSESSED TO THE DISTRICT AS A RESULT OF A SEWAGE SPILL CAUSED BY THE CONTRACTOR. 11. CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONTRACTOR SHALL NOTIFY LWD A WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES IN THE AREA OF WORK POTENTIALLY AFFECTING LWD SEWER FACILITIES. 12. CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION CONTRACTOR SHALL NOTIFY LWD 48 HOURS PRIOR TO EXCAVATION OF SEWER UNDER CROSSINGS, OVERCROSSINGS, OR PARALLEL INSTALLATIONS WHERE SEWER MAY BE EXPOSED. MBIAM D I C 6 4 3 2 ADS FLEXSTORM PURE INLET FILTERS ........ ········• ...... . .. ············"···· ROUND INLET FIL lER CURB OPEN THROAT INLET ALTER SOUAR ECTANGULAR INLET FILTER Clear Oper,ing Size Style P/N Minimum Bypass Flow Rate fCFSl Basin Wi:lth Size Un to 4' Wicfth £1 Piece Set " " 4' -8' Width C2 Piece Set Medium: 17" -24" Dia. 62MHDR 2.7 I 8' -12' Width r3 Piece Set -12' -16' Width £4 Piece Set SPECIFICATIONS BY NOMINAL SIZE RANGE (MIN. VALUESI Nominal Bag Solids Storage Flow Rate (CFS)' Oil Retention jOz)n Size ICuFtl FX/FXP PCP FXP PCP Small 1.6 1.2 0.8 89 168 Medium 2.1 1.7 1.2 89 204 Large 3.8 2.7 1.8 B9 262 Extra Large 4.2 3.6 2.4 178 319 Large scale 3rd party testing per ASTM TSS Removal Rate B2% N/A D 7151 u~ing 7%oor,centration USDA Saridy Loam Large Scale testing at 90 GPM using US TSS Removal Rate NA 99% Silica 0K-110 sand at 1750 mg/L me,uurlng TSS per SM 2540D. Larsescal.e testing at 90 GPM 'Mth TP H Removal Rate NA 97% used motor oil at 243 rng/L measuring per EPA Method 1664A. °Filter bag :at so~ max solids ston gecapaclt',I uFilter bas at 50% oil capacity and oil skimmer pouch at 100% oil ,:apacity NOTES: 1. ALL FRAMING IS CONSTRUCTED OF 304 STAIN LESS STEEL. Stvle P/N 62.HDWMl Clear Opening Size 62HDWM2 Small: Un to 64" Perimeter 62HDWM3 Medium: 65~ -96" Perimeter 62HDWM4 Larae: 97'' -120" Perimeter Extra-Larae; 121" or Greater Perimeter INSTALLATION INSTRUCTIONS: 1. REMOVE GRATE 2. CLEAN GRATE LEDGE 3. SET INLET FILTER ON LOAD BEARING LEDGE OF STRUCTURE 4. REPLACE GRATE Style P/N 62SHD 62MHD 62L.HD 62XLHD Minimum Bypass FIOW Rate (CFSl 2.4 3.5 5.0 7.2 2. TOTAL BYPASS CAPACITI WI LL VARY WITH EACH SIZE DRAINAGE STRUCTURE. ADS DESIGNS FRAMING BYPASS TO MEET OR EXCEED THE DESIGN FLOW OF THE PARTICULAR DRAINAGE STRUCTURE. ALL PRODUCTS MANUFACTURED BY ADVANCED DRAINAGE SYSTEMS D C 6 3. UPON ORDERING, CONFIRMATION OF THE INLET SPECIFICATION, PRECAST/FOUNDRY CASTING MAKE AND MODEL, OR DETAILED DIMENSIONAL FORMS MUST BE PROVIDED TO CONFIGURE AND ASSEMBLE AN INLET FILTER. WWW.ADSPIPE.COM · · , PH. 1-800-821,t;710 ,t!fA[S, 4. ALL FILTERS MEET ASTM D8057 SPECIFICATIONS. SUE MTE rN/G tlO "" S. FOR WRITTEN SPECI FICATIONS AND MAINTENANCE GUIDELINES VISIT WWW.ADSPIPE.COM. C 02/06/2023 ADS HH<SrD~1 PUU: A SG'J.£ N/A SHEET 1 a" l 4 2 I -I ~- ----------~--......;=;;;;;;.----..;....--=;;;;;;;:~----=:wµ __________ _ I lo' SI GALVANIZED GRATE GALVANIZED FRAME CAST INTO RISER 1"-o·t TO 5'-0" CUSTOM HEIGHTS 1"-6" TO 5'-6" 1'-0" ~ TO 5'-Q"' FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST. DROP INLET 18"x18" I.D. (NOMINAL DIMENSIONS) WITH FRAME AND GRATE 5" CUSTOM PIPE OPENINGS AVAILABLE 2/· /08 )I18x· 3 Hi131C --A.dH; (c) 20C:{\ Jensen Pr:cc8s; Jensen Precast rHerves the right to make changes to product design cind/or dimensions without notice. Pleose contact Jensen Precost whenever necessary for confirmation or odvtce on product design. ' j '~ -I ' ' ~'~ I ' ~ .... l -I >-----,>-----+---------------+----+---+---+-----.ILJI CITY OF CARLSBAD II~ GRADING PLANS FOR: APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DA TE 1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: __ _ RVWD BY: PROJECT NO. DRAWING NO. DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 Amended Soils Composition BSM Composition Sand Sandy Loam Compost Sand Silt Clay Volume 60%25%15% Weight 75-80%10% max. 3% max 9% max 1 1 9% compost by weight results in approximately 5% organic matter by weight. BMP-1: Biofiltration Planter Detail Area = 325 s.f. Storage Volume (below grate) = 990 c.f. PLAN DATE: 6/23/23 SDP 2018-0004 REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" ENGINEERING DEPARTMENT RCE EXP. 4 PREPARED BY: ROBIN B. HAMERS & ASSOC., INC. CIVIL ENGINEERS 234 E. 17TH STREET, SUITE 205 COSTA MESA, CA 92627 (949) 548-1192 MICHAEL BENESH, R.C.E. 37893 DATE HBR 6/23/23LIVIC REE N I G N E L ANOISSEFORPDERETSIGER 5' 65' 1- AMENDED SOILS MIN. INF. RATE = 5"/HR. MAX. INF. RATE = 10"/HR SEE AMENDED SOILS COMPOSITION TABLE BELOW 6" M i n . 10 " P o n d i n g D e p t h PVC OUTLET PIPE 5' 18 " S O I L M E D I A 6" W A S H E D P E A GR A V E L ( F I L T E R CO U R S E ) 3" H A R D W O O D MU L C H 0.25" ORIFICE OPENING DRILLED THROUGH PIPE END CAP AT INVERT ELEVATION 16 " M i n . PLANTER WALL SEE DETAILS SHEETS 15 & 17 96.50 TOP WALL 95.3 F.G. 96.17 TOP GRATE BUILDING A WALL SEE ARCHITECTURAL AND STRUCTURAL PLANS 24" DIA. RISER W/GRATE & ADS FLEXSTORM PURE FTC FULL TRASH CAPTURE INSERT (62MHDR-FTC) 86.5 FS GARAGE 89.59 BOTTOM 42 " C L A S S 2 P E R M E A B L E MA T E R I A L S C A L T R A N S SP E C I F I C A T I O N 6 8 - 1 . 0 2 5 (S T O R A G E L A Y E R ) 6" PERFORATED PVC (SDR-35) PIPE 3" ABOVE BOTTOM OF BASIN 3' ± 6" PERFORATED PVC PIPE INLET 89.84 INV PVC PIPE OUTLET 89.67 INV PIPE END CAP PLANTER WALL DETAILS SHEETS 15 & 17 Plan View NOT TO SCALE Section 1 NOT TO SCALE BUILDING A WALL EXISTING GRADE BMP-2: Biofiltration Planter Detail Area = 250 s.f. Storage Volume (below grate) = 761 c.f. 5' 50' 2- AMENDED SOILS MIN. INF. RATE = 5"/HR. MAX. INF. RATE = 10"/HR SEE AMENDED SOILS COMPOSITION TABLE BELOW 6" M i n . 10 " P o n d i n g D e p t h PVC OUTLET PIPE 5' 18 " S O I L M E D I A 6" W A S H E D P E A GR A V E L ( F I L T E R CO U R S E ) 3" H A R D W O O D MU L C H 0.25" ORIFICE OPENING DRILLED THROUGH PIPE END CAP AT INVERT ELEVATION 16 " M i n . PLANTER WALL SEE DETAILS SHEETS 15 & 17 86.33 TOP WALL 85.0 F.G. 85.83 TOP GRATE BUILDING A WALL SEE ARCHITECTURAL AND STRUCTURAL PLANS 24" DIA. RISER W/GRATE & ADS FLEXSTORM PURE FTC FULL TRASH CAPTURE INSERT (62MHDR-FTC) 86.5 FS GARAGE 79.25 BOTTOM 42 " C L A S S 2 P E R M E A B L E MA T E R I A L S C A L T R A N S SP E C I F I C A T I O N 6 8 - 1 . 0 2 5 (S T O R A G E L A Y E R ) 6" PERFORATED PVC (SDR-35) PIPE 3" ABOVE BOTTOM OF BASIN 3' ± 6" PERFORATED PVC PIPE INLET 79.50 INV PVC PIPE OUTLET 79.33 INV PIPE END CAP PLANTER WALL DETAILS SHEETS 15 & 17 Plan View NOT TO SCALE Section 2 NOT TO SCALE BUILDING A WALL FINISHED GRADE FG VARIES 80.0 TO 82.2. BMP-3: Biofiltration Planter Detail Area = 728 s.f. Storage Volume (below grate) = 2,217 c.f. 6. 5 ' 112' 3- AMENDED SOILS MIN. INF. RATE = 5"/HR. MAX. INF. RATE = 10"/HR SEE AMENDED SOILS COMPOSITION TABLE BELOW 6" M i n . 10 " P o n d i n g D e p t h PVC OUTLET PIPE 6.5' 18 " S O I L M E D I A 6" W A S H E D P E A GR A V E L ( F I L T E R CO U R S E ) 3" H A R D W O O D MU L C H 0.4" ORIFICE OPENING DRILLED THROUGH PIPE END CAP AT INVERT ELEVATION 16 " M i n . PLANTER WALL SEE DETAILS SHEETS 15 & 17 66.93 TOP WALL 65.6 F.G. 66.43TOP GRATE 24" DIA. RISER W/GRATE & ADS FLEXSTORM PURE FTC FULL TRASH CAPTURE INSERT (62MHDR-FTC) 59.85 BOTTOM 42 " C L A S S 2 P E R M E A B L E MA T E R I A L S C A L T R A N S SP E C I F I C A T I O N 6 8 - 1 . 0 2 5 (S T O R A G E L A Y E R ) 6" PERFORATED PVC (SDR-35) PIPE 3" ABOVE BOTTOM OF BASIN 3' ± 6" PERFORATED PVC PIPE INLET 60.10 INV PVC PIPE OUTLET 59.93 INV PIPE END CAP PLANTER WALL DETAILS SHEETS 15 & 17 Plan View NOT TO SCALE Section 3 NOT TO SCALE BUILDING B WALL 4.5' 2.25' BUILDING B WALL 67.4 FS GARAGE FINISHED GRADE FG VARIES 66.0 ± 4' 8.25' 8.25' BMP-4: Biofiltration Planter Detail Area = 33 s.f. Storage Volume (below grate) = 63 c.f. Plan View NOT TO SCALE CONC. CHANNEL 65.00 FS 65.00 TW 65.60 TW 65.00 FS 65.60 TC 65.50 TW FLOW 66.00 TW 65.60 TW PVC OUTLET PIPE 0.25" ORIFICE OPENING DRILLED THROUGH PIPE END CAP AT INVERT ELEVATION 6" PERFORATED PVC (SDR-35) PIPE 3" ABOVE BOTTOM OF BASIN 1' ± 24" DIA. RISER W/GRATE & ADS FLEXSTORM PURE FTC FULL TRASH CAPTURE INSERT (62MHDR-FTC) PIPE END CAP PLANTER WALL DETAILS SHEETS 15 & 17 PROPERTY LINE 4- AMENDED SOILS MIN. INF. RATE = 5"/HR. MAX. INF. RATE = 10"/HR SEE AMENDED SOILS COMPOSITION TABLE BELOW 6" M i n . 6" P o n d i n g De p t h 4' 18 " S O I L ME D I A 6" W A S H E D P E A G R A V E L (F I L T E R C O U R S E ) 3" H A R D W O O D MU L C H PLANTER WALL SEE DETAILS SHEETS 15 & 17 65.5 TOP WALL 64.1 F.G. 64.60 TOP GRATE 24" DIA. RISER W/GRATE & ADS FLEXSTORM PURE INLET FILTER (6224NYFTC) 60.35 BOTTOM 18 " C L A S S 2 P E R M E A B L E MA T E R I A L S C A L T R A N S SP E C I F I C A T I O N 6 8 - 1 . 0 2 5 (S T O R A G E L A Y E R ) 6" PERFORATED PVC PIPE INLET 60.60 INV PVC PIPE OUTLET 60.43 INV Section 4 NOT TO SCALE FINISHED GRADE FG VARIES 66.0 TO 67.3 FINISHED GRADE 66.0 TOP WALL 65.00 TOP WALL 65.50 TW 17 96.67 TOP WALL 3" 4" ORIFICE ROMERIA POINTE APARTMENTS 7527 ROMERIA STREET, CARLSBAD, CA APNs 216-300-12 & 216-300-13 BMP DETAILS MB 534-1A GR2021-0039 ORIGINAL SCALE: 3' M I N . 66.00 TW 2' 6" 0.5" ORIFICE 24" DIA. RISER W/GRATE & ADS FLEXSTORM PURE INLET FILTER(6224NYFTC) 24" DIA. RISER W/GRATE & ADS FLEXSTORM PURE INLET FILTER(6224NYFTC) 24" DIA. RISER W/GRATE & ADS FLEXSTORM PURE INLET FILTER (6224NYFTC) WALL PENETRATION DETAIL NOT TO SCALE PLANTER WALL APPLY 1" OF GUN GRADE ELASTOMERIC WATER TIGHT SEALANT IN ANNULAR SPACE (BOTH SIDES OF MEMBER) TYPICAL NON-SHRINK EPOXY MORTAR (TYPICAL) PIPE PER PLAN SEE WALL PENETRATION DETAIL BELOW SEE WALL PENETRATION DETAIL BELOW RIGHT SEE WALL PENETRATION DETAIL BELOW RIGHT SEE WALL PENETRATION DETAIL @ RIGHT SUB-DRAIN PER DETAIL SHEET 2 MBIAM \ ---s...:.._ ----L L .... / ·• ·• ... ... . . "" ... "!!.,.,----'--'--~~- ' '!- ·• • h--r-----------------===-=--=_7--- ·• '··.... • {fj .. ' : ~ .... · ... · .............. . .. •' . . . . . « . • • . . ·:, ~ .. .. l------+----+------------t----t------1r------1--. LJ I CITY OF CARLS BAD 11 ~ GRADING PLANS FOR: APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE 1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL lo' I I I I I I I ~ I I I 1NCHES I I 2 I I I I I I I I I 31 I I I I I I I I 41 D'M'J BY: ---PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 W W W W W W W S S 67.5 0 FS 85.00 TC 84.50 FS 8 8 . 0 0 T C 8 7 . 5 0 F S 5% (81.8) EG (96.1 ) EG (13.5%) Pad = 84.7 5'± (97.8 ) EG ( 9 6 . 5 ) E G (97.6 ) EG 5'± 2%86.00 FS 10.0' 2% 30 ' 18 . 3 ' 30 ' 18 . 5 ' EX. F . H . ( 2 . 6 % ) (79.1 0 ) FS/B W EX. 8 " S E W E R M A I N (LEU C A D I A ) 10 % 6.6 % EX. SEWER MANHOLE E X . 8 " L W D S E W E R P E R D W G 1 6 9 - 4 E X . 8 " W A T E R P E R D W G 1 6 9 - 4 E X . C U R B , G U T T E R & S I D E W A L K P E R D W G 6 9 - 4 30'20'10' 30' 20' EX. F.H. 64. 8 T W 63 . 8 F G (12.2 % ) A 2 B2 C 2 E2 5.4 ' 30 ' 30 ' 20 ' 5.5 ' 6' 68. 0 TC 67. 9 FS 2 % 60 . 0 T O E 67 . 4 T W 61 . 9 F G 1" LI P 66.70 F S 67. 4 0 FS (78.0 7 ) FS/B W 1% 81. 0 6 FS 87.67 T C 87.17 F S 85.50 T C 85.00 F S 86.25 FS 5% 86.50 FS 87.00 FS (96.5 ) EG 2% 86.10 FS 86.50 FS (96.5 ) EG 2% 86.10 FS 86.50 FS (96.1 ) EG 2%86.00 FS 8 6 . 5 0 F S (94.0) EG 2%86.00 FS 86.50 FS 8 6 . 3 0 F S2% 8 6 . 8 0 F S 8.9 ' (7 8 . 1 ) E G 86.30 FS 86.00 FS 86.00 FS 86.50 FS 10' 8 6 . 0 0 F S 4% 86.00 FS 86.50 FS 8 6 . 0 0 F S 2% 8 1 . 1 6 F S 86.50 FS 8 1 . 2 5 F S 86.30 FS 8.9 ' (7 7 . 0 ) E G 80.66 FS 4 % 81. 0 5 FS 2% 65 . 1 FS 10 % 1 0 % 1" LIP 67.30 F S5 % 67. 5 0 FS 67.20 FS 2% 67. 5 0 FS 67.20 FS 67. 4 0 FS 67.20 FS 67. 4 0 FS 67.20 FS 67 . 4 0 FS 81.25 FS 81.2 5 FS 67.40 FS 67.2 0 FS 67.20 FS 67.40 FS 67 . 2 0 FS 67. 4 0 FS 67.2 0 FS 67.40 FS 67.20 FS 67.40 FS 67.20 FS 67.4 0 FS 67. 4 0 FS 67.30 FS 75 . 5 0 FS 75 . 5 0 FS 75.50 FS 75 . 5 0 FS 81.25 FS 81.50 FS 86.00 FL/HP 2% 2% 2% 2% 86.00 FL/HP 2% 2% 2% 2% 86.30 FL/HP 2% 2% 2% 2% 2% 2% 2% 9 7 . 0 0 F S 9 0 . 5 8 F S 81.25 FS 84.50 T S 81.25 F S 86 . 5 0 FS 84.50 TW 81.25 FS 86.43 TG 81.2 8 FS 81 . 5 0 FS 81. 5 T W 80. 3 F G 81.5 TW 78.2 FG 78 . 5 T W 78 . 2 F G 81.5 T W 78.6 F G 7 8 . 5 T W 7 5 . 1 F G 7 2 . 0 FG 67 . 0 FG 1 0 % 2.5% 86. 0 T W 83. 2 F G 8 1 . 1 6 F S ROOF DRAIN OUTLET TO BMP (TYP) ROOF DRAIN OUTLET TO BMP(TYP) 4:1 (56 . 1 0 ) FS 7 0 . 5 0 T W 6 7 . 3 0 F S 7 1 . 5 T W 6 7 . 2 5 F S 71 . 5 T W 6 7 . 5 0 F S 71 . 5 T W 7 1 . 0 0 F S 80.96 TG FLOOR DRAIN (TYP) 6 1 6 2 62 64.5 TW 63.0 FG 63 64 65 66 67 6 3 65 64 67. 1 FG Ex 1.5" SERVICE W/1" METER (IRRIG. ) EX. CURB, GUTTER & SIDEWALKEX . T R A N S F O R M E R EX . U T I L . B O X E S 8 . 8 ' 5 . 2 ' E X . T R E E P R O T E C T I N P L A C E EX. GROUP OF TREES TO REMAINEX. TREE TO REMAINEX. PEPPER TREES TO REMAINEX. EUC. TREE EX. TREE TO BE REMOVED EX. TREE (PROTECT IN PLACE) EX. TREE TO BE REMOVED 2% 2% 2 % 2 % 2% 2% 2 % 2 % 2% 2% 2 % 2 % 2% 2% 2 % 2 % 58.3 INV 56 . 0 IN V 4:1 2% 5' MIN F O R D E C K A B O V E P A R K I N G L E V E L , S E E L A N D S C A P E P L A N S 8% 81.0 TG 84.0 TG 84.0 TG 81.0 TG 81.0 TG 81.15 TG 75 . 3 T G 81.15 TG 7 5 . 4 4 T G 7 0 . 9 6 T G 6 7 . 1 5 T G 7 8 . 5 T G 78 . 0 0 TG E X . C U R B , G U T T E R & S I D E W A L K 2:1 PROPERTY LINE FENCE PER LANDSCAPE PLANS 13.85' 14.1' F2 E X . S T . L T . EX. STREET LIGHT (59.8 0 ) BW 64.6 TC (10.7%) 5' MI N Pad = 65.9 PORTION OF EXIST. BROW DITCH TO REMAIN PORTION OF EXIST. BROW DITCH TO BE REMOVED 6 6 6 5 6 4 6 3 6 2 6 1 6 0 5 9 5 8 5 7 2% 2% E X . 2 4 " S D P E R D W G 1 6 9 - 4 EX. 8" WATER PER DWG 169-4 EX. 8" LWD SEWER PER DWG 169-4 (41 . 9 ) ) I N V EX. 8 " S E W E R (48 . 9 ) ) I N V EX. 8 " S E W E R (64 . 1 ) ) I N V EX. 8 " S E W E R 1 1 2 2 2 2 2 3 3 2 4 4 4 (7 8 . 0 ) E G 14 5 2 6 6 6 6 GRA D E B R E A K GRA D E B R E A K GRA D E B R E A K 4 SEE SHEET 6 FOR SEWER & STORM DRAIN PLANS 7 7 7 7 9 9 9 9 9 9 9 9 9 9 SEE SHEET FOR 6 SEWER & STORM DRAIN PLANS SEE STREET IMPROVEMENT PLANS PER ROW 2021-0810 FOR OFF-SITE IMPROVEMENTS SEE DRIVEWAY DETAIL SHEET 3 8 6 . 2 0 F S 2.5 : 1 TEMPORARY SHORING SEE SHEET 14 FIR E S P R I N K L E R & W A T E R S E R V I C E SE E I M P R O V E M E N T P L A N S 5 3 4 - 1 12@ 6 " x 1 2 " RISE R S 9 6 . 9 0 F S 90.68 FS 1" 86.50 FS (56 . 2 0 ) FS 56.1 8 FS 56.2 8 FS 63 . 4 6 FS 63. 5 6 FS 63 . 5 4 FS 63. 6 4 FS 2' 67 . 3 0 FS 67. 3 0 FS 67. 2 2 FS 67 . 5 0 F S 7 1 . 5 T W 6 7 . 2 0 F S 7 1 . 1 6 F S 71 . 0 0 F S 7 1 . 1 6 F S 81. 2 5 FS 81.2 5 FS 81.25 FS 67. 4 0 FS 86. 5 0 FS86.00 FS 7 5 7 2 86.5 5 FS FF=8 1 . 2 0 PAD = 8 0 . 2 81.12 FS81.1 6 FS 2% 8 1 . 3 3 F S 81.42 FS 81.50 FS 81.5 0 FS 81 . 4 7 FS 81.33 FS 2% 8 0 . 9 0 F S 81.10 TG 81.2 0 TG 2% 2% 2% 81. 2 0 FS 81.4 2 FS 81.4 2 FS 8 1 . 4 2 F S 81.1 8 FL/H P 81.2 8 FL/H P 81.5 0 FS 81. 2 8 FS 80 . 7 5 FS 80.86 FS 4% 78.25 FS 78.54 FS 4.5 % 79.04 FS 4. 5 % 79. 8 5 FS 4. 5 % 81. 5 0 FS 81. 4 2 FS 80.7 FL/HP 79 . 6 FL 4.5 % 78.70 FS 79.14 FS 79. 9 5 FS 80 . 7 6 FS 4.0% 78.3 FL/H P 67 . 3 0 FS 67.20 FS 67.3 0 FS 1% 1% 1% GRADE B R E A K GRADE B R E A K GRADE B R E A K 67.20 FS 4.0 % 4.0 % 4. 0 % 4. 0 % 81.0 7 FS 3.5% 80.2 FL/HP 79.1 FL 9 9 3 SEE IMPROVEMENT PLAN 534-1 FOR RECONSTRUCTION OF CURB RAMP AND SPANDREL (62.2 5 ) BW SEE IMPROVEMENT PLAN 534-1 FOR DRIVEWAY CONSTRUCTION SEE IMPROVEMENT PLAN 534-1 FOR DRIVEWAY CONSTRUCTION CL CL EX. 12" A.C. WATER PER DWG 924-7 12@ 6 " x 1 2 " RISE R S 9@6 " x 1 2 " RISE R S 7@6 " x 1 2 " RISE R S 7@6 " x 1 2 " RISE R S 14@ 6 " x 1 2 " RISE R S 87.75 TC 8 3 . 9 5 T C 86 . 5 0 FS 86.50 FS 84.50 TW 80.50 FS BMP-4 OUTLET 64.60 T.G. 60.43 INV BMP-1 OUTLET 96.17 T.G. 89.67 INV BMP-2 OUTLET 85.83 T.G. 79.33 INV BMP 3 OUTLET 66.43 T.G. 59.93 INV D2 FF = 76.50 Pad = 75.5 BMP-1 325 SF BIOFILTRATION PLANTER 95.3 FG BASIN 96.50 TOP WALL (SEE DETAIL SHEET 4 ) BMP-2 250 SF BIOFILTRATION PLANTER 85.0 FG BASIN 86.33 TOP WALL (SEE DETAIL SHEET 4 ) BMP-4 33 SF BIOFILTRATION PLANTER 64.1 FG BASIN 66.00 TOP OF WALL (SEE DETAIL SHEET 4 ) BMP-3 728 SF BIOFILTRATION PLANTER 65.6 FG BASIN 66.93 TOP WALL (SEE DETAIL SHEET 4 ) DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS N9 0 ° 0 0 ' 0 0 " W 1 4 5 . 0 ' N00° 0 0 ' 0 0 " E 9 0 . 0 ' N34° 45' 2 3 " W 6 6 . 0 ' D = 1 2 ° 3 6 ' 3 4 " , L = 1 3 4 . 2 ' , R = 6 1 0 . 0 0 ' D =9 7 °1 9'27",L=34.0', R=20.0 0' D=40°02'28",L=153.7',R=220.00' N00° 0 0 ' 0 0 " E 9 0 . 0 ' EX. NATURAL GRADE TO REMAIN. OUTLET ROOF DRAIN TO BMP 94.75 FL V- G U T T E R 93.5 FL 81.5 FL 60 RETAINING WALL FOOTING LIMITS SEE DRIVEWAY DETAIL SHEET 2 SEE IMPROVEMENT PLAN 534-1 FOR PARKWAY CULVERT CONSTRUCTION SEE IMPROVEMENT PLAN 534-1 FOR PARKWAY CULVERT CONSTRUCTION RETAINING WALL FOOTING LIMITS 65.5 FG 66. 0 FG 65 . 7 FG OUTLET ROOF DRAIN TO BMP 66 78.0 0 TG 87 . 0 0 TG 90.5 8 TG 9 15 FIRE SPRINKLER & WATER SERVICE SEE IMPROVEMENT PLANS 534-1 FLOOR DRAIN (TYP) G2 OUTDOOR ELEVATOR SEE ARCH PLANS. 67. 8 0 FG EX. SEWER MANHOLE EX. SEWER MANHOLE LIVIC RE EN I G N E LANOISSEFORPDERETSIGER Scale: 1"=10' PLAN DATE: 6/23/23 REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" RCE EXP. PREPARED BY: ROBIN B. HAMERS & ASSOC., INC. CIVIL ENGINEERS 234 E. 17TH STREET, SUITE 205 COSTA MESA, CA 92627 (949) 548-1192 MICHAEL BENESH, R.C.E. 37893 DATE HBR 6/23/23 See Sheet 1 for Legend and Construction Notes SDP 2018-0004 ENGINEERING DEPARTMENT5 17 ROMERIA POINTE APARTMENTS 7527 ROMERIA STREET, CARLSBAD, CA APNs 216-300-12 & 216-300-13 GRADING PLAN MB 534-1A GR2021-0039 ORIGINAL SCALE: BMP Table DESCRIPTION TYPE SIZE OWNERSHIP BMP-1 BIOFILTRATION 325 SF PROPERTY OWNER BMP-2 BIOFILTRATION 250 SF PROPERTY OWNER BMP-3 BIOFILTRATION 728 SF PROPERTY OWNER BMP-4 BIOFILTRATION 33 SF PROPERTY OWNER Construction Notes DESCRIPTION DWG. No. CONST. 8" REINFORCED P.C.C. PAVEMENT- SECTION PER SOILS ENGINEER CONST. P.C.C. WALKWAYS, PATIOS AND STAIRS (SECTION AND FINISH PER LANDSCAPE PLANS) STAIRS PER SDRSD M-26 CONST. RETAINING WALL TYPE 1 SDRSD C-1 CONST. RETAINING WALL TYPE 3.SDRSD C-3 CONSTRUCT TEMPORARY SHORING WALL PER SHORING PLANS SHEET Nos. 13, 14 & 15. CONST. BIOFILTRATION PLANTER DETAIL SHEET 4 CONST. 6" CONC. CURB SDRSD G-1 CONST. 18" SQUARE INLET W/TRAFFIC GRATE DETAIL SHEET 2 CONST. AREA DRAIN DETAIL SHEET 2 CONST. RETAINING WALL TYPE 6.SDRSD C-6 CONST. 4" TRENCH DRAIN # 1 2 3 4 5 6 7 8 9 14 15 Feet 20100 MBIAM / ~,.\/ ~ \ I \/ N lo' / / ' ' / 0 11NC~ES 1 ---...__ ,I ----.,. \ \ ·-1 J / / --->;__--._-> ~-.. / l" • J II 121 I B ' ' I ' ' 'S e I • u I t I d • I n g A ;I .s ---Y1 -------------------- ' ' "· "" ' ' '"--...._ "" ' '' ·-...._ "' '-...._ ·-....... ~,,:,---, ;:_': ,;,~-'-;,:--"""C.~,::-"--:::-"""~-..,,C::-::-,cc_-:: '-'-=-1~:=:/ 7 -,, ---------- ;I ' ' ' ' --------- / L I J I ' I r-~=:_ _ _;,- , / I --------- o------i4 ~ -, - f, ---~ / ' ' __ ,_ ~ --_J -I/_: ,, I ' I 1_: _J t ;_ ( \/ i f i • / / ; -/ ' ! / I _,/ I I ' ' ' / . --,.,.9 ),,.,-\--', ' ' .. ', / . -=---- -::--""s:::--cc~_-/ s::...~----..:.-::-----"_ "'"-=--=----~---~ •, ' / ' / } \ • I \ ( \ I d / ( = --,, ---'~ .. --;;> / \ -, I • I n L • I ' / / -~. g \ \ ' ' \ ' \ \ B ~ ------------ I 1, I,_ ~ I I ------------..._ \ ---------.. ;, \ -\-- ..----,-✓---_-_---------+=======!/II N ---- \ \\ \ ' \ \ ,\ \ ) , \ / rP f"r .... ,,, \ ,,, f"r 'l \ \ \ \ \\\0 \ \ "fl/\ \\ \ 7- \ \ \ \ \ \ \ \ 'l- \ \ 0 \. \ ' ' ~ ~==f=~f==================t=~=-t==f==~=~ LI s;;:;HE~ET~l l~ciT!I~TY~O=F=C=A=R=1=s=B=AD=-=l l=sH-EE7Ts I (-7fRADING PLANS FOR: APPROVED: JASON s. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE OA"TE INITIAL ENGINEER OF WORK 1 REVISION DESCRIPTION OA"TE INITIAL OA"TE INITIAL OTHER APPROVAL CITY APPROVAL O'M'J BY: ___ PROJECT NO. CHKD BY: __ _ RVWD BY: DRAWING NO. DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 W W W W W W W S S 30 ' 18 . 3 ' 18 . 5 ' EX. 8 " S E W E R M A I N (LEU C A D I A ) EX. SEWER MANHOLE E X . 8 " L W D S E W E R P E R D W G 1 6 9 - 4 E X . 8 " W A T E R P E R D W G 1 6 9 - 4 E X . C U R B , G U T T E R & S I D E W A L K P E R D W G 6 9 - 4 30'20'10' 30' 20' 30 ' 20 ' 6' 86.43 TG 80.96 TG 6 1 6 2 62 63 64 65 66 67 6 3 65 64 Ex 1.5" SERVICE W/1" METER (IRRIG. ) EX. CURB, GUTTER & SIDEWALKEX . T R A N S F O R M E R EX . U T I L . B O X E S 81.0 TG 84.0 TG 84.0 TG 81.0 TG 81.0 TG 81.15 TG 75 . 3 T G 81.15 TG 7 5 . 4 4 T G 7 0 . 9 6 T G 6 7 . 1 5 T G 7 8 . 5 T G 78 . 0 0 TG E X . C U R B , G U T T E R & S I D E W A L K E X . S T . L T . 5' MI N 6 6 6 5 6 4 6 3 6 2 6 1 6 0 5 9 5 8 5 7 E X . 2 4 " S D P E R D W G 1 6 9 - 4 EX. 8" WATER PER DWG 169-4 EX. 8" LWD SEWER PER DWG 169-4 9 9 9 9 9 9 9 9 9 12 12 12 12 12 12 12 12 12 7 5 7 2 81.10 TG 81.2 0 TG 9 12 12 12 9 9 9 9 INLE T B 1 7 D O E S N O T CON N E C T T O P I P E A 6 CL CL EX. 12" A.C. WATER PER DWG 924-7 SD PIPE A7 CLEANOUT A1 76.40 INV PIPE A 6 BEND A2 73.50 INV SD SD SD PIPE A 5 CLEANOUT A2 70.00 INV SD SD SD SD PIPE A4 SD SD SD SD SD SD SD SD SD CULVERT A 58.40 INV PIPE A1 BMP-4 OUTLET 64.60 T.G. 60.43 INV PIPE A8 PIPE B12 INLET B16 76.29 INV PIPE B11 INLET B14 75.95 INV PIP E B 1 0 INLET B12 75.89 INV SD PIP E B 9 INLET B10 75.78 INV PIPE B14 INLET B8 75.74 INV SD PIPE B8 SD PIPE B13 INLET B3 73.40 INV INLET B1 65.94 INV SD PIPE B2 PIPE OUTLET B 65.85 INV SD BEND B1 66.51 INV SD PIPE B5 PIPE B7 INLET B15 78.56 INV PIPE B16 INLET B13 83.12 INV SD SD INLET B18 76.66 INV PIPE C1 SD INLET B22 79.70 INV INLET B21 79.38 INV S D P I P E B 1 9 S D PIPE A 6 BMP-1 OUTLET 96.17 T.G. 89.67 INV TEE A1 85.70 INV CLEANOUT A3 58.61 INV PIPE A3 BEND A4 58.41 INV PIPE A2 SD BMP-2 OUTLET 85.83 T.G. 79.33 INV PIPE A9 INLET B17 81.50 INV WYE 81.07 INV SD SD SD PIPE B21 SD SD SD SD SD SD SD INLET B6 79.04 INV INLET B2 69.00 INV SD PIPE B4 PIPE B3B BEND B-1 65.88 INV PIPE B1 PIPE B3A INLET B4 73.48 INV PIPE B6 INLET B11 83.00 INV S D PIPE B15 INLET B20 79.06 INV PIPE B17 SD BMP 3 OUTLET 66.43 T.G. 59.93 INV CULVERT C 55.90 INV CO#1 51.30 INV SEWER LAT E R A L PER DWG 5 3 4 - 1 PIPE B20 P I P E B 1 8 BMP-1 325 SF BIOFILTRATION PLANTER 95.3 FG BASIN 96.50 TOP WALL (SEE DETAIL SHEET 4 ) BMP-2 250 SF BIOFILTRATION PLANTER 85.0 FG BASIN 86.33 TOP WALL (SEE DETAIL SHEET 4 ) BMP-4 33 SF BIOFILTRATION PLANTER 64.1 FG BASIN 66.00 TOP OF WALL (SEE DETAIL SHEET 4 ) BMP-3 728 SF BIOFILTRATION PLANTER 65.6 FG BASIN 66.93 TOP WALL (SEE DETAIL SHEET 4 ) 8 DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS DOWNSPOUT PER ARCH. PLANS N9 0 ° 0 0 ' 0 0 " W 1 4 5 . 0 ' N00° 0 0 ' 0 0 " E 9 0 . 0 ' N34° 45' 2 3 " W 6 6 . 0 ' D = 1 2 ° 3 6 ' 3 4 " , L = 1 3 4 . 2 ' , R = 6 1 0 . 0 0 ' D =9 7 °19'27",L=34.0', R=20. 0 0' D=40°02'28",L=153.7',R=220.00' N00° 0 0 ' 0 0 " E 9 0 . 0 ' 60 66 78.0 0 TG INLET B19 85.00 INV 87 . 0 0 TG9 SD SD SD SD PIPE B22 INLET B20 90.08 INV 90.5 8 TG15 SD SD SD SD SD SD 10 85.86 INV 86.70 INV 85.67 INV 95.6 INV 95.6 INV 95.6 INV 85.3 INV 85.3 INV 65.9 INV 65.9 INV 65.9 INV 65.9 INV 13 13 13 13 13 13 13 13 84.3 INV 13 13 13 EX. SEWER MANHOLE EX. SEWER MANHOLE LIVIC RE EN I G N E L ANOISSEFORPDERETSIGER Scale: 1"=10' Feet 20 10 0 PLAN DATE: 6/23/23 REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" RCE EXP. Pipe Data Table SEE SHEET 7 PREPARED BY: ROBIN B. HAMERS & ASSOC., INC. CIVIL ENGINEERS 234 E. 17TH STREET, SUITE 205 COSTA MESA, CA 92627 (949) 548-1192 MICHAEL BENESH, R.C.E. 37893 DATE HBR 6/23/23 SDP 2018-0004 ENGINEERING DEPARTMENT6 17 ROMERIA POINTE APARTMENTS 7527 ROMERIA STREET, CARLSBAD, CA APNs 216-300-12 & 216-300-13 STORM DRAIN PLAN MB 534-1A GR2021-0039 ORIGINAL SCALE: Construction Notes DESCRIPTION DWG. No. CONST. BIOFILTRATION PLANTER DETAIL SHEET 4 CONST. 18" SQUARE INLET W/TRAFFIC GRATE DETAIL SHEET 2 CONST. AREA DRAIN DETAIL SHEET 2 CONST. PVC SCHED 40 STORM DRAIN PIPE (SIZE & SLOPE PER PLAN) CONST. 2'x2'x1' DEEP 6" COBBLES CONST. 4" TRENCH DRAIN # 6 8 9 12 13 15 STREET TREE NOTE: "IF THE CONTRACTOR OF RECORD HAS ANY QUESTIONS REGARDING PROTECTION IN PLACE OF THE EXISTING STREET TREES, PLEASE CONTACT MORGAN ROCKDALE, PARKS DEPARTMENT. 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' ' ,, // " n N <I ) w " z Q DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 SD A PIPE DATA PIPE A1 PIPE A2 PIPE A3 PIPE A4 PIPE A5 PIPE A6 PIPE A7 PIPE A8 PIPE A9 8" 6" 6" Material PVC PVC PVC 41.26' 66.80' 35.08' 7.09' Slope s=0.005 s=0.083 s=0.085 s=0.341 Pipe Name PIPE B3A PIPE B6 PIPE B8 PIPE B9 PIPE B17 Size 10" 10" 10" 6" 4" 6" 6" 6" 6" 4" Material PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC PVC Length 5.15' 11.54' 18.19' 8.55' 13.65' 4.14' 18.50' 8.04' 20.91' 12.67' 67.96' 7.11' 12.16' 18.34' 19.84' 16.00' 13.97' s=0.122 s=0.005 s=0.005 s=0.220 s=0.131 s=0.022 SD C PIPE DATA Size 8" Material PVC LengthPipe Name Size 10" 10" 8" 8" 6" 6" PVC PVC PVC PVC PVC PVC Length 2.35' 43.33' 77.65' 21.78' 22.60' s=0.005 s=0.170 s=0.081 s=0.120 s=0.111 SD B PIPE DATA PIPE B1 PIPE B2 PIPE B3B PIPE B4 PIPE B5 PIPE B7 PIPE B10 PIPE B11 PIPE B12 PIPE B13 PIPE B14 PIPE B15 PIPE B16 PIPE B18 PIPE B19 PIPE B20 10" 10" 10" 8" 8" 8" 8" 6" 6" 4" 4" PVC PVC PVC PVC PVC PVC PVC 32.45' 6.08' 24.94' 14.76' Slope s=0.005 s=0.005 s=0.020 s=0.291 s=0.322 s=0.020 s=0.005 s=0.005 s=0.145 s=0.060 s=0.020 s=0.020 s=0.020 s=0.020 s=0.020 Pipe Name PIPE C1 20.23' Slope s=0.199 4" 4" 31.50'PIPE B21 PIPE B22 PVC PVC 26.50' s=0.125 s=0.192 PLAN DATE: 6/23/23 REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" RCE EXP. PREPARED BY: ROBIN B. HAMERS & ASSOC., INC. CIVIL ENGINEERS 234 E. 17TH STREET, SUITE 205 COSTA MESA, CA 92627 (949) 548-1192 MICHAEL BENESH, R.C.E. 37893 DATE HBR 6/23/23 LIVIC REEN I G N E LANOISSEFORPDERETSIGER SDP 2018-0004 ENGINEERING DEPARTMENT7 17 ROMERIA POINTE APARTMENTS 7527 ROMERIA STREET, CARLSBAD, CA APNs 216-300-12 & 216-300-13 STORM DRAIN PLAN MB 534-1A GR2021-0039 ORIGINAL SCALE: MBIAM t---t----+------------+---+---+---;--------1 LJ I CITY OF CARLS BAD 11 ~ GRADING PLANS FOR: APPROVED: JASON S. GELDERT RCE 37B93 ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL L' D~WN"...!.'..'c'--B-='Y-'-: ::=_=_= -=J l __ P_R_O_J-EC_T_N_O_. -~I DRAWING NO. CHKD BY: __ _ RVWD BY: .. __________ 1111o11111'-'l·'-111'1 1111·"•.i' ' '21 ' I ' 31 ' I ' 41 DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 W W W W W W W S S EX. 8 " S E W E R M A I N (LE U C A D I A ) E X . 8 " L W D S E W E R P E R D W G 1 6 9 - 4 E X . 8 " W A T E R P E R D W G 1 6 9 - 4 E X . C U R B , G U T T E R & S I D E W A L K P E R D W G 6 9 - 4 6 1 6 2 62 63 64 65 66 67 6 3 65 64 Ex 1.5" SERVICE W/1" METER (IRRIG. ) EX. CURB, GUTTER & SIDEWALKEX . T R A N S F O R M E R EX . U T I L . B O X E S E X . C U R B , G U T T E R & S I D E W A L K E X . S T . L T . 6 6 6 5 6 4 6 3 6 2 6 1 6 0 5 9 5 8 5 7 E X . 2 4 " S D P E R D W G 1 6 9 - 4 EX. 8" WATER PER DWG 169-4 EX. 8" LWD SEWER PER DWG 169-4 7 5 7 2 EX. 12" A.C. WATER PER DWG 924-7 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD BP: 0+00.00 PI: 0+22.02 PI: 0+10.17 PI: 0+11.24 EP: 0+74.00 Mid: 0+16.00 BP: 0+00.00 BP: 0+00.00 EP: 0+05.34 SD S D S D BP: 0+00.00 SD SD SD SD SD SD SD SD SD SD SD SD S D SDEP: 0+51.52 BP: 0+00.00 PCC: 0+32.47 Mid : 0 + 1 6 . 2 3 Mid: 0+53.24 BP: 0+00.00EP : 0 + 3 2 . 0 0 EP: 0+37.76 PI: 0+17.58 EP: 0+29.61 PI: 0+07.76 N9 0 ° 0 0 ' 0 0 " W 1 4 5 . 0 ' N00° 0 0 ' 0 0 " E 9 0 . 0 ' N34° 45' 2 3 " W 6 6 . 0 ' D = 1 2 ° 3 6 ' 3 4 " , L = 1 3 4 . 2 ' , R = 6 1 0 . 0 0 ' D =9 7 °19'27",L=34.0', R=20. 0 0' D=40°02'28",L=153.7',R=220.00' N00° 0 0 ' 0 0 " E 9 0 . 0 ' 60 RET. WALL 1 SEE PROFILE SHEET 9 RET. WALL 4 SEE PROFILE SHEET 9 RET. WALL 3 SEE PROFILE SHEET 9 RET. WALL 2 SEE PROFILE SHEET 9 RET. WALL 5 SEE PROFILE SHEET 9 3 14 3 4 4 4 RET. WALL 6 SEE PROFILE SHEET 9 4 66 SD SD SD SD SD SD SD SD SD SD LIVIC R EEN I G N E LANOISSEFORPDERETSIGER Scale: 1"=10' Feet 20 10 0 PLAN DATE: 6/23/23 REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" RCE EXP. See Sheet 7 for Profiles PREPARED BY: ROBIN B. HAMERS & ASSOC., INC. CIVIL ENGINEERS 234 E. 17TH STREET, SUITE 205 COSTA MESA, CA 92627 (949) 548-1192 MICHAEL BENESH, R.C.E. 37893 DATE HBR 6/23/23 SDP 2018-0004 ENGINEERING DEPARTMENT8 17 ROMERIA POINTE APARTMENTS 7527 ROMERIA STREET, CARLSBAD, CA APNs 216-300-12 & 216-300-13 RETAINING WALL PLAN MB 534-1A GR2021-0039 ORIGINAL SCALE: BOTTOM OF FOOTING ELEVATION PROJECTED TO DAYLIGHT 7' OFFSET FROM FOOTING Construction Notes DESCRIPTION DWG. No. CONST. RETAINING WALL TYPE 1 SDRSD C-1 CONST. RETAINING WALL TYPE 3.SDRSD C-3 CONST. RETAINING WALL TYPE 6.SDRSD C-6 # 3 4 14 MBIAM lo' I I i /// ! '·· ::>--- ·, / _..__---<--- ---.:::::.----> --..... ~t~;? I s/ --------- --------- j ;I --------- ;I ' ! Y;, --------------- --,t- -----\i ! / ' ' ------s / I I -_-..,..::-_,, ~- _<,65 ' . ' '-,_ . ' -----"'· ---,, / --------\ I ,/ f-~ 1j//' ,l c:__;/~ 1---,, -i ---/,,,;"' I~!., . ' I '" / . I !; "ti ! ' ' -'// ,__ ' ii j/11,/,/ ~. • j I I i , / . " ~ I I , • ; ' I \ I \ I • ' ,', / . ' ,~---"'.":_-" . --t-- \ ~ ;~::_-_/ _ _j __ --L.__ ~~7~-=-<~-->cc~--: -,- ::, ·-·-.J I '::: ,·--.,. ;/:CC'/;, ,.•··'········ ·'( I/~'.. \__,___ I ,\"'t-_/ I, I \~----!,/ I f / ! I ' \ \ ' \\_ \ ~ ' ------\ I \ ( \ ------ \ \ ------ ' \ ' \ / ' ' \: ' ' \ \J'/ / ----- ----- \ \ ----- ------\ 0 I I\ I\ '' \,\___- ' ' ' \ DA1E INITIAL ENGINEER OF WORK 1 REVISION \vi \ i \ '.1 \ 1 ', \ I , I\°'., ..... -' I '\ I ·, \\ I DESCRIPTION --·•,\\'• \ \\ ,,, '·-- DA1E INITIAL OTHER APPROVAL \ /,v.··•' \' ✓ \ \ ,- \ \ \ DA1E INITIAL CITY APPROVAL \ \ \ / \ I I \ J () \ \_,✓- \ \ I \ ' ' ' ' \ \ \ \ \ \ \ \ 'l- CITY OF CARLSBAD 11 SHEETS I APPROVED: JASON s. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9 30 24 DATE D'M'J BY: ___ PROJECT NO. DRAWING NO. CHKD BY: ---, RVWD BY: DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 LIVIC RE E N I G N E LANOISSEFORPDERETSIGER Retaining Wall 1 Profile SDRSD C-1 (Looking W'ly) Scale:: 1"=5' Hor. & Vert. 272 s.f. PLAN DATE: 6/23/23 REVIEWED BY: DATEINSPECTOR DATE "AS BUILT" RCE EXP. PREPARED BY: ROBIN B. HAMERS & ASSOC., INC. CIVIL ENGINEERS 234 E. 17TH STREET, SUITE 205 COSTA MESA, CA 92627 (949) 548-1192 MICHAEL BENESH, R.C.E. 37893 DATE HBR 6/23/23 0+ 0 0 0+ 0 8 0+ 1 1 . 2 4 A N G . P T . 0+ 2 2 . 0 2 A N G . P T . 0+ 5 1 . 5 2 66.17 68.17 64.83 62.17 60.83 TOP OF FOOTING GRADE TOP OF WALL GRADE EX. GRADE WESTERLY OF WALL FINISHED. GRADE EASTERLY OF WALL 71.50 70.17 68.83 66.17 64.83 ELEV = 70.00 ELEV = 60.00 Retaining Wall 2 Profile SDRSD C-1 (Looking SW'ly) Scale:: 1"=5' Hor. & Vert. 150 s.f. 0+ 0 0 0+ 1 7 . 5 8 AN G . P T . TOP OF FOOTING GRADE TOP OF WALL GRADE FINISHED GRADE SOUTHWESTERLY OF WALL FINISHED. GRADE NORTHEASTERLY OF WALL 64.80 ELEV = 70.00 ELEV = 60.00 0+ 3 7 . 7 6 66.80 65.47 66.13 0+ 3 1 . 7 6 62.80 61.47 66.13 65.47 64.80 64.13 0+ 0 0 0+ 7 4 ELEV = 80.00 81.50 78.83 77.50 81.50 Retaining Wall 4 Profile SDRSD C-3 (Looking N'ly & W'ly) Scale:: 1"=5' Hor. & Vert. 262 s.f. FINISHED GRADE SOUTHEASTERLY OF WALL FINISHED GRADE NORTWESTERLY OF WALL TOP OF FOOTING GRADE TOP OF WALL GRADE 0+ 3 2 Retaining Wall 3 Profile SDRSD C-1 (Looking W'ly) Scale:: 1"=5' Hor. & Vert. 112 s.f. FINISHED GRADE EASTERLY OF WALL TOP OF FOOTING GRADE ELEV = 80.00 78.50 73.83 75.17 76.50 0+ 1 2 FINISHED GRADE WESTERLY OF WALL TOP OF WALL GRADE 0+ 0 0 0+ 0 5 . 3 4 Retaining Wall 5 Profile SDRSD C-3 (Looking N'ly) Scale:: 1"=5' Hor. & Vert. 16 s.f. ELEV = 90.00 FINISHED GRADE NORTHERLY OF WALL TOP OF FOOTING GRADE 94.00 90.00 FINISHED GRADE SOUTHERLY OF WALL TOP OF WALL GRADE 92.00 92.6793.33 0+ 0 1 . 3 3 0+ 0 2 . 6 7 0+ 0 4 . 0 0 0+ 1 0 . 1 7 A N G . P T . 0+ 4 8 71.50 0+ 0 6 63.50 0+ 0 2 0+ 0 2 67.50 0+ 0 4 0+ 0 6 0+ 0 8 0+ 2 4 ELEV = 75.00 0+ 3 2 . 4 7 AN G P T 79.50 0+ 7 0 78.17 0+ 5 8 0+ 4 2 78.50 0+ 0 4 0+ 0 8 0+ 1 2 0+ 1 6 0+ 2 5 . 7 6 0+ 2 9 . 7 6 0+ 3 3 . 7 6 SDP 2018-0004 ENGINEERING DEPARTMENT9 17 ROMERIA POINTE APARTMENTS 7527 ROMERIA STREET, CARLSBAD, CA APNs 216-300-12 & 216-300-13 RETAINING WALL PROFILES MB 534-1A GR2021-0039 BUILDING A WALL BUILDING B WALL BUILDING B WALL ORIGINAL SCALE: 0+ 0 0 0+ 0 7 . 7 6 Retaining Wall 6 Profile SDRSD C-3 (Looking S'ly) Scale:: 1"=5' Hor. & Vert. 118 s.f. FINISHED GRADE NORTHERLY OF WALL TOP OF FOOTING GRADE 80.50 FINISHED GRADE SOUTHERLY OF WALL TOP OF WALL GRADE BUILDING A WALL 84.50 0+ 2 9 . 6 1 BUILDING A WALL MBI AM I , --- ----------------=--~-~=-=-c-=-...:=::...::...--------------------------_i ____________ _ I -,-------------------~--------------------·- I -------------- - --------------------------------------------______________ ::-::-~~1~,~-=~r------------------------------ ", I c_____ __ /-,---------------l----------1--1~ '--...________,' 11 i 7 ~ ,I I ~~'l-----1'-' ; I I .L---I I .. ___ ... ,~---....J - - -'·r--- -'------,,.__ __ ..., ------I -----------, --I -------------------------------------------------------------------- ~---,---------+--------- \_ -------------------------;---------------------------------- -------L--------, --r--- 1 --L--.--------1------' -1---------~--=--=-=-=-..:...: f---+------t-------------t----t---t--------1r-----i LJ I CITY OF CARLS BAD 11 ~ GRADING PLANS FOR: RCE 378{:IJ APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE lo',,, 1,,, ~I, 'iNCHES', 'zl,,,, 1,,, ~I,,,, 1 ,,, 41 /1\ DA1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA1E INITIAL DA1E INITIAL OTHER APPROVAL CITY APPROVAL D'M'J BY: ---1 PROJECT NO. 1 DRAWING NO. CHKD BY: __ _ RVWD BY: ~-------- DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 W W S SD SD S D S D S D S D SD SD SD SDSDSD SD SD SD 1 2 3 4 5 6 7 89 10 11 12 13 14 15 21 23 24 17 20 20 20 22 19 18 16 SWMP NO. PARTY RESPONSIBLE FOR MAINTENANCE: NAME: BNR INVESTMENT & DEVELOPMENT, LLC ADDRESS: 23800 VIA DEL RIO YORBA LINDA, CA 92887 PHONE No: (714) 692-9120 CONTACT: BMP NOTES: 1. THESE BMPS ARE MANDATORY TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS OR THESE PLANS. 2.NO CHANGES TO THE PROPOSED BMPS ON THIS SHEET WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 3. NO SUBSTITUTIONS TO THE MATERIAL OR TYPES OR PLANTING TYPES WITHOUT PRIOR APPROVAL FROM THE CITY ENGINEER. 4. NO OCCUPANCY WILL BE GRANTED UNTIL THE CITY INSPECTION STAFF HAS INSPECTED THIS PROJECT FOR APPROPRIATE BMP CONSTRUCTION AND INSTALLATION. 5. REFER TO MAINTENANCE AGREEMENT DOCUMENT. 6. SEE PROJECT SWMP FOR ADDITIONAL INFORMATION. N S W E Feet 40 20 0 ROBIN B. HAMERS & ASSOC., INC. HBR 9/13/21 10 17 ROMERIA POINTE APARTMENTS 534-1A BMP TABLE BMP ID# BMP TYPE SYMBOL CASQA NO.SIZE DRAWING NO. SHEET NO(S) INSPECTION FREQUENCY MAINTENANCE FREQUENCY TREATMENT CONTROL HYDROMODIFICATION AND TREATMENT CONTROL BIOFILTRATION PLANTER TC-32 534-1A 4 & 5 BI-WEEKLY AS-NEEDED BIOFILTRATION PLANTER TC-32 534-1A 4 & 5 BI-WEEKLY AS-NEEDED BIOFILTRATION PLANTER TC-32 534-1A 4 & 5 BI-WEEKLY AS-NEEDED BIOFILTRATION PLANTER TC-32 534-1A 4 & 5 BI-WEEKLY AS-NEEDED HYDROMODIFICATION LOW IMPACT DESIGN (LID) ROOF DRAIN TO LANDSCAPE SD-11 11 ANNUALLY ANNUALLY BMP SIGNAGE "PERMANENT WATER QUALITY TREATMENT FACILITY" SC-G 4 ANNUALLY ANNUALLY ON-SITE STORM DRAIN INLETS STENCILS SC-F 18 ANNUALLY ANNUALLY TRASH CAPTURE BMPS FLEXSTORM PURE FTC DRAIN INSERT MP-52 4 534-1A 4 & 5 QUARTERLY AS-NEEDED 1 2 3 4 5 15 16 19 20 21 24 MBIAM 4 ' I I \ \ \ I I I I I I \ \ \ c I I ,--_/ -------- / / I I ' I I I I I ,· I I I I I ' I I I I I ' I C ' \ \ •i" ~\~ / :;-<\// \ -, ;\ ' , -=-----= r I I ' ' ~.-{=),,----- ~ z 1--1 ~ \ \ \ ' ' ' I I L 7 1 DATE INITIAL ENGINEER OF WORK PREPARED BY: 0 ~1~I~ ENGINEERS C , 17TH STR (~JTA MESA, CA EET, SUITE 205 4;"'7"' t MICHAEL BENESH ' R.C.E. 37893 DATE I 0 0 0 0 0 0 0 0 0 0 0 REVISION DESCRIPTION I ,VM ~ vd ~ • ® Iii ® 0 DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL l - - - 11 AS BUILT" REVIE\JED BY: DATE RCE EXP. INSPECTOR I ""'" I CITY OF "'" GRAD! ENGINEERING ~ARLSBAD I SHEETS I NG PLANS FOR: EPARTMENT 7527 ROM AP ERIA STRE GR2021-0039 Ns 216-300-12EI, CARLSBAD, APPROVED: BMP SITE PL~l:-300-13 CA ENGINEERING MANAGER DWN BY· CHKD BY· RVWD BY: R JASON S. GELDERT CE 63912 EXPIRES 9 30 2 PROJECT NO DATE DRAWING NO, SDP · 2018-0004 PLAN D ATE: 6/23/23 DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 PLAN DATE: 6/23/23 ENGINEERING DEPARTMENT11 17 534-1A NAME OF PREPARER: MICHAEL BENESH QUALIFICATION OF PREPARER: RCE 37893 ADDRESS: ROBIN B. HAMERS & ASSOCIATES, INC. 234 E. 17TH STREET, SUITE 205 COSTA MESA, CA 92627 PHONE NO.: (949) 548-1192 SIGNATURE DATE 6/23/23 LIVIC RE E N I G N E LANOISSEFORPDERETSIGER General Site Management Requirements THE FOLLOWING GENERAL SITE MANAGEMENT REQUIREMENTS SHALL BE ADHERED TO THROUGHOUT THE DURATION OF THE CONSTRUCTION WORK (YEAR ROUND). 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT NEAL DESAI AT (PHONE NUMBER) (714) 692-9120. 2. DEVICES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 5. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 6. GRADING AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 7. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 8. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM AGGREGATE. 9. ALL EXPOSED DISTURBED AREAS MUST HAVE EROSION PROTECTION BMPs PROPERLY INSTALLED. THIS INCLUDES ALL BUILDING PADS, UNFINISHED ROADS, AND SLOPES. 10. ADEQUATE PERIMETER PROTECTION BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPGRADED, IF NECESSARY, TO PROVIDE SUFFICIENT PROTECTION FROM RUNOFF DURING RAIN EVENTS. 11. ADEQUATE SEDIMENT CONTROL BMPs MUST BE INSTALLED AND MAINTAINED. 12. ADEQUATE BMPs TO CONTROL OFFSITE SEDIMENT TRACKING MUST BE INSTALLED AND MAINTAINED. 13. A MINIMUM OF 125% OF THE MATERIAL NEEDED TOO INSTALL STANDBY BMPs TO PROTECT THE EXPOSED AREAS FROM EROSION AND PREVENT SEDIMENT DISCHARGES, MUST BE STORED ONSITE. AREAS ALREADY PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW "WEATHER TRIGGERED" ACTION PLAN AND BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM EVENT IS DEFINED AS A 40% CHANCE OF RAIN WITHIN A 5-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 HAVE 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 DAYS. THE ABILITY TO INSTALL BMP MATERIALS IN A PROMPT MANNER IS NOT SUFFICIENT. BMPs NEED TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCATION THROUGHOUT THE PROJECT SITE THROUGHOUT THE YEAR. WHENEVER THERE IS A 40% CHANCE OR GREATER OF A RAIN WITHIN A THREE (3) DAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE ADEQUATELY STOCKPILED. BMPs MUST BE STOCKPILED AND READY FOR DEPLOYMENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COMPLY WITH THIS REQUIREMENT COULD RESULT IN THE ISSUANCE OF A STOP WORK NOTICE OR OTHER ENFORCEMENT ACTION. 19. ALL TREATMENT AND EROSION CONTROL BMPs MUST BE INSPECTED 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. Erosion Control Hydroseeding, Planting and Irrigation 1. ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6:1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6:1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6:1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6:1 SHALL BE IRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE IRRIGATION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBSITE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOXIC WETTING AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6:1 b. HARROWING AREAS 6:1 OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. 2. ALL SLOPES SHALL HAVE IRRIGATION INSTALLED AND BE STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. AN APPROVED EROSION CONTROL PRODUCT (RECP) SHALL BE INSTALLED PER EC-7 IF THIS REQUIREMENT CANNOT BE MET. JUTE, EXCELSIOR OR STRAW BLANKET IS UNACCEPTABLE. 3. SHOULD GERMINATION OF HYDROSEED FAIL TO PROVIDE EFFICIENT COVERAGE (NO LESS THAN 70%) PRIOR TO OCTOBER 1, THE SLOPES SHALL BE STABILIZED BY AN APPROVED RECP. JUTE, EXCELSIOR AND STRAW BLANKET IS UNACCEPTABLE. 4. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY LANDSCAPE MANUAL, THE LANDSCAPE PLANS FOR THIS PROJECT OR AS DIRECTED BY THE CITY ENGINEER OR CITY PLANNER. 5. THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THIS CONSTRUCTION SWPPP SHOWN ON ANY GRADING PLANS, LANDSCAPE AND IRRIGATION PLANS, AND IMPROVEMENT PLANS AS REQUIRED FOR THIS PROJECT WORK. STORM WATER POLLUTION PREVENTION NOTES WEATHER TRIGGERED ACTION PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRACTICE MEASURES TO COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT ( A PREDICTED STORM EVENT IS DEFINED AS A FORECASTED, 40% CHANCE OF RAIN BY THE NATIONAL WEATHER SERVICE), IN ADDITION TO BMPs IMPLEMENTED YEAR-ROUND INCLUDING PERIMETER CONTROL, WIND EROSION CONTROL, TRACKING, NON-STORM WATER CONTROL, WASTE MANAGEMENT, AND MATERIALS POLLUTION CONTROL. THE NATIONAL WEATHER SERVICE FORECAST SHALL BE MONITORED AND USED BY THE DEVELOPER ON A DAILY BASIS. IF PRECIPITATION IS PREDICTED (40% CHANCE OF RAIN), THEN THE NECESSARY WATER POLLUTION CONTROL PRACTICES SHALL BE DEPLOYED WITHIN 48 HOURS AND PRIOR TO THE ONSET OF THE PRECIPITATION. THE DEPLOYMENT OF THE BMPS SHALL INCLUDE BUT NOT BE LIMITED TO GRAVEL BAGS AND SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEDED TO INSTALL STANDBY BEST MANAGEMENT PRACTICES MEASURES TO PROTECT THE EXPOSED AREAS FORM EROSION AND PREVENT SEDIMENT DISCHARGES MUST BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN PROTECTED FROM EROSION USING PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPS AS DETERMINED BY THE CITY OF CARLSBAD ARE NOT CONSIDERED TO BE "EXPOSED" FOR THE PURPOSES OF "WEATHER TRIGGERED ACTION PLAN". AN ADEQUATE SOURCE OF EQUIPMENT AND WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER TRIGGERED BMPS". Gibraltar Romeria Site 216-300-12 & 216-300-13 x 26,050 7527 ROMERIA STREET CARLSBAD, CA 92009 BNR INVESTMENT & DEVELOPMENT, LLC Attn: NEAL DESAI 23800 VIA DEL RIO YORBA LINDA, CA 92887 (714) 692-9120 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x ORIGINAL SCALE: ROMERIA POINTE APARTMENTS 7527 ROMERIA STREET, CARLSBAD, CA APNs 216-300-12 & 216-300-13 TIER 2 SWPPP TITLE SHEET x NEAL DESAI 23800 VIA DEL RIO YORBA LINDA, CA 92887 (714) 692-9120 SDP 2018-0004 MB MBIAM TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) CITY OF OCEANSIDE HIGHW/\ Y · 78 PACIFIC OCEAN BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE Best Management Pracffce' (BMP) Description ➔ CASQA Designation ➔ Construction Acfrity Grading/Soil Disturbance Trenchina/Excavation Stockoilina Drilfinn /Borina Concrete/Asphalt Sawcuttina Concrete Flatwork Pavina Conduit/Pipe Installation Stucco/Mortar Work Waste Disaosal Stoaino/1 av Down Area Eauinment Maintenance and Fuelina Hazardous Substance Use/Storaae Dewoterina Site Access Across Dirt Other (list l: Instructions: Erosion Control BMPs "") " co 0) ~ ~ ~ ~ "' " C: ~ -17) -~ g. t!:: § -ai a .§ --" " .,, " Jl 6 ..., ... I bJ I bJ Sediment Control BMPs Tracking Control BMPs C: C: .,, C: 0 -~ 0, ·! " "' .!:; .s Ill ii} .!:; "' 0, 11 0, er, 0 C: 0 0 V') -~ '-' 0 Ill 0, Cl:.;:; "" _E 0 '-' 1 "' ::, {l E al "' Q) ::, '-'-e '-' '-' ~ .e e ~ 0 en~ "' Cl.. -2 -2 --0 0 2 2 --"' "' "' §"' 8 0~ 0, al~ .,, ,.., Q) 0 -~ en -~ 3::: ::;;;m ·-.,, "8 th il 0 -o ti£ "' "" U) <o " 0:, C, --"' I I I I I bJ bJ bJ bJ bJ I I 12 ~ 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction. Non-Storm Water Management BMPs C: --2 ai -0, 0 E C: .£; ·E -2 .,, -9--.!:; ~ ::, §? c3" G '-' Q) Q) -"' .,, "' ~ .,, C: C: 8~ § C: 0 0, -2 -2 o,-~-S I... :;:; 0 .c:, "' 0 -~ ~ 0 -~ § -o --<c "' id: ri' 8-0 ~G Cl.. -..., " 0:, I I I I "' "' "' "' <'. <'. <'. <'. Waste Management and Materials Poffuilon Control BMPs -.,, C: § "' .,, 5 § "' c 0, -0 C: "' ~ -2 ~-C: 1i ~ 0 --:::i; ~ "' C: C: a :::, -"' "' "' ~ ~~ ::, E -., -., .g Q) .g ct e .52 ~ ~ '-' 0 0, '-' 0, " '-' ., " --,:, 0 O 0 -o -0 :-::.:c:: ·-C: " C: 0 -0 -c5t8 oO " 0 :::i;"' :::i; "' "':::i; ::t: :::i; -"' ..., ... U) <O I I I I I I i i i i i i 2. Located alon_g the top of the BMP Table is a list of BMP's with it's corresponding California Stormwaler Quality Association (CASQA) designation number. or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP-column. Choose one 3. Refer to the CASQA construction handbook for information and de/oils of the chosen BMPs and how to apply them to the project. LEGEND (DELET£ ITEMS NOT USED ON THE SIT£ MAP) DESCRIPTION SYMBOL QUANTITY OWNER'S CERTIFICATION: ., -., 0 -,. ai " E -., ~ 0, 0 0 C: C: O 0 0 :::i; Ill I i I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1} IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) DURING CONSTRUCTION ACTIVITIES Q) -"' ~ .,! -iil-- "' C: ~E '-' "' 0 0, ='=c::i § C: "' ~ "' I i EC-3, HYDRAULIC MULCH/BINDER SE -1, SILT FENCE SE-7, STREET SWEEPING AND VACUUMING SE-10, SD INLET PROT£CTION 5600 S.F. 590 L.F. 2 EACH 22 EACH 480 S.F. TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID THE M08ILIZA TION OF POLLUTANTS SUCH AS SEDIMENT AND TO A VOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELATED POLLUTANTS; AND (2) ADHERE TO, AND TC-1, STABILIZED CONSTRUCTION ENTRANCE NS-3, PA VIG & GRINDING OPERATIONS v\M-1, MATERIAL DELIVERY AND STORAGE v\M-2, MATERIAL USE v\M-5, SOLID WAST£ MANAGEMENT WM-8, CONCRETE WAST£ MANAGEMENT WM-9. SANITARY/SEPTIC WAST£ MANAGEMENT BIORETENTION BASIN GRAVEL BAGS □ 1!11111111111111111~ NS-1 v\M-1 v\M-2 v\M-5 v\M-9 v\M-9 4 EACH 120 EACH 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. OWN{.~~5} OWNER'S AGENT NAME (PRINT} i,w•~ OWNER(S)/ OWNER'S AGENT NAME (SIGNATURE) DATE DATE RCE 37893 t---+-----+-~~~-------------+---+----tr---+----t4 ... tC DATE INITIAL DATE INITIAL DATE INITIAL •- ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY /\PPROVAL VICINITY MAP SHEET INDEX: SHEET 11: TITLE SHEET SHEET 12: EROSION CONTROL PLANS APN: ----------------- SITE ADDRESS: AREA OF DISTURBANCE AREA OF DISTURBANCE _____ 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, BACKFIU CU TS AND SLOPE KEYWA Y.5} CONSTRUCTION THREAT: CONSTRUCTION THREAT TO STORM WATER QUALITY {CHECK BOX}: □ HIGH □MEDIUM OWNER/APPLICANT: EMERGENCY CONTACT: LJI CITY OF CARLSBAD II~ GRADING PLANS FOR: APPROVED: JASON S. GELDERT ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE D'M'J BY: I PROJECT NO. I DRAWING NO. CHKD BY: __ _ RVWD BY: 6/27/23 6/27/23Neal Desai DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 W W W W W W W S S 30 ' 18 . 3 ' 18 . 5 ' EX. 8 " S E W E R M A I N (LEU C A D I A ) EX. SEWER MANHOLE E X . 8 " L W D S E W E R P E R D W G 1 6 9 - 4 E X . 8 " W A T E R P E R D W G 1 6 9 - 4 E X . C U R B , G U T T E R & S I D E W A L K P E R D W G 6 9 - 4 30'20'10' 30' 20' 30 ' 20 ' 6' 85.70 TG 6 1 6 2 62 63 64 65 66 67 6 3 65 64 Ex 1.5" SERVICE W/1" METER (IRRIG. ) EX. CURB, GUTTER & SIDEWALKEX . T R A N S F O R M E R EX . U T I L . B O X E S 66.50 TG 66.90 TG 66.90 TG 66.90 TG E X . C U R B , G U T T E R & S I D E W A L K E X . S T . L T . 5' MI N 6 6 6 5 6 4 6 3 6 2 6 1 6 0 5 9 5 8 5 7 E X . 2 4 " S D P E R D W G 1 6 9 - 4 EX. 8" WATER PER DWG 169-4 EX. 8" LWD SEWER PER DWG 169-4 85. 7 0 TG 85.7 0 TG 8 5 . 0 4 T G 12 12 12 12 12 12 12 12 7 5 7 2 11 11 11 11 11 13 13 13 CL CL EX. 12" A.C. WATER PER DWG 924-7 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S S SAND-OIL FILTER 62.34 INV P I P E F D 3 FLOOR DRAIN 3 63.58 INV P I P E F D 4 S-1 S-5 CO#5 72.90 INV SAND-OIL FILTER 2 80.49 INV S-6 FLOOR DRAIN 8 81.04 INV PIP E F D 7 FLOOR DRAIN 5 83.00 INV PI P E F D 8 FLOOR DRAIN 6 82.27 INV SD S D S D SD SD SD SD SD SD SD SD SD SD SD SD S D SD S S S S S S S S S S S S FLOOR DRAIN 1 64.78 INV CO#3 62.02 INV FLOOR DRAIN 4 62.98 INV P I P E F D 1 P I P E F D 2 FLOOR DRAIN 2 64.18 INV S-2 CO#2 61.40 INV S-4S-3 CO#4 67.00 INV PIPE FD5 PIP E F D 6 FLOOR DRAIN 7 81.66 INV 8 8 8 8 8 8 8 8 10 10 N9 0 ° 0 0 ' 0 0 " W 1 4 5 . 0 ' N00° 0 0 ' 0 0 " E 9 0 . 0 ' N34° 45' 2 3 " W 6 6 . 0 ' D = 1 2 ° 3 6 ' 3 4 " , L = 1 3 4 . 2 ' , R = 6 1 0 . 0 0 ' D =9 7 °19'27",L=34.0', R=20. 0 0' D=40°02'28",L=153.7',R=220.00' N00° 0 0 ' 0 0 " E 9 0 . 0 ' 60 66 SD SD SD SD SD SD SD SD SD SD EX. SEWER MANHOLE EX. SEWER MANHOLE CONSTRUCT SILT FENCE (SE-1) CONSTRUCT STORM DRAIN INLET PROTECTION (SE-10) Scale: 1"=10' Feet 20 10 0 PLAN DATE: 6/23/23 ENGINEERING DEPARTMENT12 CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE (TC-1) 17 534-1A NAME OF PREPARER: MICHAEL BENESH QUALIFICATION OF PREPARER: RCE 37893 ADDRESS: ROBIN B. HAMERS & ASSOCIATES, INC. 234 E. 17TH STREET, SUITE 205 COSTA MESA, CA 92627 PHONE NO.: (949) 548-1192 SIGNATURE DATE 6/23/23 LIVIC RE E N I G N E LANOISSEFORPDERETSIGER TIER 2 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) CONSTRUCT STORM DRAIN INLET PROTECTION (SE-10) CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE (TC-1) WM-8 WM-5 WM-1 WM-1 TEMP0RARY SANITARY FACILITIES WM-9 ORIGINAL SCALE: NS-1 ROMERIA POINTE APARTMENTS 7527 ROMERIA STREET, CARLSBAD, CA APNs 216-300-12 & 216-300-13 TIER 2 SWPPP EROSION CONTROL PLAN CONSTRUCT STORM DRAIN INLET PROTECTION (SE-10) AT EXIST. STORM DRAIN INLET CONSTRUCT GRAVEL BAG CHECK DAMS (SE-10) AT 50' MAX. INTERVAL CONSTRUCT GRAVEL BAG CHECK DAMS (SE-10) AT 25' MAX. INTERVAL S T R E E T S W E E P I N G ( S E - 7 ) STRE E T S W E E P I N G ( S E - 7 ) APPLY HYDRAULIC MULCH TO ANY EXPOSED SOILS AREAS NOT SCHEDULED TO BE RE-DISTURBED FOR AT LEAST 14 DAYS. (EC-3) SDP 2018-0004 MB MBIAM ---, ,2';/ ,--,,; L~ / \ \ / / / lo' \ I -~:-:<;~-:~:~,,-···.·. ~f~;,, -,,.~ \ \ fl 0 '1NCHES 1 '.31 -------..._ -------- :::::~ ;..,----i;.;,;---ce::------ ----------~----=_::::::.::::::.::? - ------- ee t Y/, --------------- -------- ; L____ ------------ -----:--1 -- / /~! ------,, \ _;-f;' /-1' ~,-/. ' I ' ''-;--;--z-c-! f,;! :,□---,, / \' I ' : , ! , , ':' ,, ,,' , ¾,; / C ! , :'' : : ' ',: / > : ! --; ' I ' I ; ' ' I '. ,' •, ' \ /,,' \\,,'Ir, i- \ If->_-/, /,:' '· . ,, f " I , 1 , I /> '/ ' ' \ ,, ', I ;- 1 \ " ) ( -- _I '---:. --~---- ' ~ / -=----... r-,,.--; -:..~--~---:~-c:--.J \ --\ / -( ____ _ \ C \ _ ,_ , _ \ \ \ / \ \ --'c-7 \ \ ', \ \ \J'/ ,,\,-\\ \ \ ', \ \ ', \ \ \ \ L r--z-' I I ~ I ,' I J,\ ' ' ,, \,/"\ ,--\ ' \ 0 1--- \ --------- \ <\ \ ), ----- \~ / \ \ \ \ \ \ ----\) ' \\\ \\ \\ ', \ \ \\ \ "J ," rP \ ti" .... t'J t'J ti" '.L DATE INITIAL \ 1 ,,,_,,- ,'])',-- \' \ \ 7_, -- \, \ \ \ \ \ \ 1- DA TIE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I SHEET 11 CITY OF CARLSBAD I I SHEETS I GRADING PLANS FOR: APPROVED: JASON S, GELDERT ENGINEERING MANAGER RCE D'M'J BY: -I 63912 EXPIRES 9 3□ 24 DATE NO, CHKD BY: __ _ RVWD BY: I DRAWING PROJECT NO, DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 1. ALL NEW CONSTRUCTION SHALL COMPLY WITH THE CONTRACT DOCUMENTS, THE 2019 CALIFORNIA BUILDING CODE (CBC), AND THE CITY OF CARLSBAD. 2. WORK SHALL BE PERFORMED IN ACCORDANCE TO THE CURRENT EDITION OF THE STATE OF CALIFORNIA CONSTRUCTION SAFETY ORDERS (CAL-OSHA). 3. THE DESIGN OF TEMPORARY SHORING IS BASED ON THE GEOTECHNICAL RECOMMENDATIONS OF SOILS ENGINEERING/GEOLOGIC REPORTS PROVIDED BY GEOSOILS, INC, PROJECT NUMBER W.O. 7297-A-SC, DATED NOVEMBER 21, 2017, AND ITS SUPPLEMENT DATED AUGUST 17, 2021. A COPY OF THE APPROVED SOILS REPORT AND ANY SUPPLEMENTS SHALL BE AVAILABLE AT THE JOB SITE. 4. THE LOCATIONS OF EXISTING AND NEW UNDERGROUND UTILITIES ARE NOT SHOWN. THE GENERAL CONTRACTOR SHALL LOCATE AND IDENTIFY ALL EXISTING UTILITIES AND CONTACT UNDERGROUND SERVICE ALERT AT 811 AT LEAST TWO WORKING DAYS BEFORE COMMENCING ANY EXCAVATIONS. 5. DUST SHALL BE CONTROLLED AT ALL TIMES DURING SHORING INSTALLATION AND EXCAVATION. 6. SHORING DRAWINGS TO BE REVIEWED BY PROJECT GEOTECHNICAL ENGINEER PRIOR TO BEGINNING WORK. 7. CONTRACTOR TO COORDINATE SHORING WITH PROJECT DOCUMENTS AND MAKE PROVISIONS FOR EMBEDS, BLOCKOUTS, OFFSETS, POCKETS, STEPPED FOOTINGS AND ALL OTHER ITEMS AFFECTED BY SHORING. 8. BACKFILL RETAINED BY SHORING SHALL BE LEVEL. 9. CONTRACTOR TO PROVIDE DRAINAGE, DEWATERING, AND WATERPROOFING PER SOILS REPORT RECOMMENDATIONS. 10. DO NOT LOCATE CRANES OR HEAVY EQUIPMENT ADJACENT TO SHORING BULKHEADS EXCEPT WHERE SPECIFICALLY INDICATED IN THE DESIGN DOCUMENTS. 11. PERMISSION TO EXTEND TIE BEAMS BEYOND THE PROJECT PROPERTY LINE TO BE OBTAINED BY OTHERS. 12. ALL MEMBER SIZES TO BE EQUIVALENT OR STRONGER THAN AS SHOWN ON DRAWINGS. 13. CONTRACTOR TO PREVENT SURFACE WATER FORM ENTERING THE SITE OVER THE SHORING. 14. COORDINATE THESE DRAWINGS WITH THE ARCHITECTURAL, CIVIL, STRUCTURAL AND SITE SURVEY FOR SOLDIER BEAM LAYOUT. EXISTING GRADES AND BOTTOM OF THE STRUCTURAL FOUNDATIONS ARE ESTIMATES AND MAY NOT REFLECT FIELD CONDITIONS. NOTIFY ENGINEER IF FIELD CONDITIONS DIFFER FROM INDICATED ON DRAWINGS. 15. INSTALLATION OF SHORING AND EXCAVATIONS SHALL BE PERFORMED UNDER THE CONTINUOUS OBSERVATION AND APPROVAL OF THE GEOTECHNICAL ENGINEER. 16. TYPICAL DETAILS AND GENERAL NOTES APPLY TO ALL PARTS OF THE WORK EXCEPT WHERE SPECIFICALLY DETAILED OR UNLESS NOTED OTHERWISE (U.N.O.) 17. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS WHICH IMPACT THE WORK. FIELD VERIFY SIZES, ELEVATIONS, HOLE LOCATIONS, ETC. PRIOR TO FABRICATION. 18. DRAWING DIMENSIONS ARE TO FACE OF FINISH, JOINT CENTERLINE OR COLUMN GRID CENTERLINE UNLESS NOTED OTHERWISE. DO NOT SCALE THE DRAWINGS. 19. CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS TO IDENTIFY THE SCOPE OF WORK REQUIRED. VISIT THE SITE TO RELATE THE SCOPE OF WORK TO EXISTING CONDITIONS AND DETERMINE THE EXTENT TO WHICH THOSE CONDITIONS AND PHYSICAL SURROUNDINGS WILL IMPACT THE WORK. 20. EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 21. THE CONTRACTOR SHALL RESOLVE ANY CONFLICTS ON THE DRAWINGS OR IN THE SPECIFICATIONS WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING WITH THE WORK. 22. ANY DEVIATION, MODIFICATION & SUBSTITUTION FROM THE APPROVED SET OF SHORING DRAWINGS SHALL BE SUBMITTED TO THE OWNER, ARCHITECT, ENGINEER AND GOVERNING CODE AUTHORITY FOR REVIEW/APPROVAL PRIOR TO ITS USE OR INCLUSION ON THE SHOP DRAWINGS. 23. THE CONTRACTOR SHALL PROTECT ALL WORK, MATERIALS AND EQUIPMENT FROM DAMAGE AND SHALL PROVIDE PROPER STORAGE FACILITIES FOR MATERIALS AND EQUIPMENT DURING CONSTRUCTION. 24. SITE VISITS BY ARCHITECT/ENGINEER DURING CONSTRUCTION ARE NOT CONTINUOUS AND SPECIAL INSPECTION SERVICES DO NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE BUILDING INSPECTOR OR THE DEPUTY INSPECTOR. OBSERVATIONS ALSO DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION. 25. CONTRACTORS SHALL REVIEW SHOP DRAWINGS FOR COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS. CONTRACTOR SHALL STAMP SHOP DRAWINGS PRIOR TO SUBMISSION TO ARCHITECT AND ENGINEER. 26. THE ARCHITECT'S AND ENGINEER'S REVIEW OF THE SHOP DRAWINGS SHALL NOT BE CONSTRUED AS AN AUTHORIZATION TO DEVIATE FROM CONTRACT DOCUMENTS. 27. A REGISTERED GRADING DEPUTY INSPECTOR APPROVED BY AND RESPONSIBLE TO THE GEOTECHNICAL ENGINEER SHALL BE REQUIRED TO PROVIDE CONTINUOUS INSPECTION ON GRADING, CONCRETE OVER 2.5 KSI, AND FOUNDATION EARTHWORK FOR THE PROPOSED SHORING. 28. NO TRENCHES OR EXCAVATIONS 5 FEET OR GREATER IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND SHALL BE CONSTRUCTED BEFORE OBTAINING THE NECESSARY PERMITS FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY AND PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. 29. THE SHORING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH APPLICABLE CODES, THE APPROVED SOILS REPORT AND A DRAINED SOILS CONDITION. 30. AFTER THE PERMANENT SUBTERRANEAN PORTION OF STRUCTURE IS COMPLETE, A PORTION OF THE TOPS OF SOLDIER BEAMS AND LAGGING (MINIMUM TWO FEET) SHALL BE REMOVED AS REQUIRED FOR LANDSCAPING PURPOSED. CONSULT WITH THE GENERAL CONTRACTOR AND/OR LANDSCAPE ARCHITECT FOR EXACT REQUIREMENTS. 31. SOLDIER BEAMS AND LAGGING INTO THE PUBLIC STREET SHALL BE CUT TO 8 FEET BELOW GUTTER GRADE AND AT ALLEYS SHALL BE CUT TO 4 FEET BELOW EXITING GRADE. 32. ONLY A CITY CERTIFIED HAULER SHALL BE USED FOR HAULING CONSTRUCTION WASTE. 33. RETAINING WALLS LOCATED CLOSER TO THE PROPERTY LINE THAN THE HEIGHT OF THE WALL SHALL BE BACKFILLED NOT LATER THAN 10 DAYS AFTER CONSTRUCTION OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BY RESPONSIBLE ENGINEER. 34. APPROVAL MUST BE OBTAINED BY THE DEPARTMENT OF PUBLIC WORKS-ENGINEERING BUREAU FOR SHORING ADJACENT TO THE PUBLIC WAY THIS PLAN HAS BEEN REVIEWED AND CONFORMS TO RECOMMENDATIONS OF SOILS ENGINEERING/GEOLOGICAL REPORTS DATED: SIGNATURE & DATE: _____________________________________________________________________________________________ GENERAL SHORING NOTES 1. ALL TYPICAL REINF. BARS NOT PART OF THE LFRS SHALL CONFORM TO ASTM A-615, GRADE 60, UNLESS NOTED OTHERWISE ON THE DRAWINGS. PROVIDE CERTIFICATES SHOWING COMPLIANCE WITH REQUIRED HIGH RECYCLED CONTENT FOR REINFORCING STEEL, 25% RECYCLED CONTENT, MINIMUM. 2. ALL REINF. THAT IS PART OF THE LFRS WHICH INCLUDES SHEARWALLS, MF COLUMNS, MF BEAMS, GRADE BEAMS, AND DIAPHRAGM CHORDS AND COLLECTORS SHALL BE ASTM A-706 [Fy=60KSI]. 3. SPIRAL REINF. SHALL BE COLD DRAWN BARS CONFORMING TO ASTM A-82. 4. WELDED REBAR TO COMPLY WITH ASTM A-706 [Fy=60 KSI] AND WELDING SHALL CONFORM TO AWS D1.4. WELDING TO BE DONE BY WELDERS CERTIFIED BY BUILDING DEPARTMENT. 5. WELDED WIRE FABRIC SHALL BE MADE OF COLD DRAWN WIRE AND SHALL CONFORM TO ASTM A-185 [Fy= 65 KSI]. MINIMUM LAP AT SPLICES OF 12 INCHES. PROVIDE MESH IN FLAT SHEETS ONLY. ROLLED MESH IS NOT ACCEPTABLE. OFFSET END-LAPS IN ADJACENT SHEETS TO PREVENT CONTINUOUS LAPS. 6. #5 AND LARGER REINFORCING BARS SHALL NOT BE SPLICED EXCEPT AS LOCATED AND DETAILED ON THE DRAWINGS. #4 AND SMALLER BARS WITH LENGTHS NOT SHOWN SHALL BE CONTINUOUS. PROVIDE lst SPLICE UNLESS NOTED OTHERWISE. ALL BARS IN MASONRY SHALL BE CONTINUOUS, LAPPING PER SCHED IN PLANS. HORIZONTAL WALL SPLICES SHALL BE STAGGERED 2'-0" MIN. VERTICAL BARS SHALL NOT BE SPLICED EXCEPT AT HORIZONTAL SUPPORTS, SUCH AS FLOOR OR ROOF, UNLESS DETAILED OTHERWISE. ALL BARS ENDING AT THE FACE OF A WALL, COLUMN, OR BEAM SHALL EXTEND TO WITHIN 2" OF THE FAR FACE AND HAVE A 90 DEGREE HOOK, UNLESS OTHERWISE SHOWN. 7. BARS SHALL BE FIRMLY SUPPORTED AND ACCURATELY PLACED AS REQUIRED BY THE ACI STANDARDS, USING TIE AND SUPPORT BARS IN ADDITION TO REINF. SHOWN WHERE NECESSARY FOR FIRM AND ACCURATE PLACING. PROVIDE DOWELS TO MATCH ALL REINF. AT POUR JOINTS, UNLESS SHOWN OR NOTED OTHERWISE. ALL DOWELS AND BOLTS SHALL BE ACCURATELY SET IN PLACE BEFORE PLACING CONCRETE. NO WELDING OF REINF. (INCLUDING TACK WELDING) SHALL BE DONE UNLESS SHOWN ON THE DRAWINGS OR APPROVED BY THE ENGINEER. 8. IN WALL REINFORCING, CURTAINS CONTAINING VERTICAL AND HORIZONTAL BARS OF THE SAME SIZE, VERTICAL BARS SHALL BE PLACED CLOSEST TO THE WALL SURFACE. IN CURTAINS WHICH VERTICAL AND HORIZONTAL BARS ARE OF DIFFERENT SIZES OR SPACING, THE LAYER WITH THE MOST STEEL SHALL BE PLACED CLOSEST TO THE NEAR SURFACE. 9. ALL BARS INTERRUPTED BY STRUCTURAL STEEL SHALL EXTEND TO WITHIN 1" OF STRUCTURAL STEEL FLANGE OR WEB AND HAVE A 90 DEGREE HOOK, UNLESS OTHERWISE SHOWN. 10. DRAWINGS SHOW TYPICAL REINFORCING CONDITIONS. CONTRACTOR SHALL PREPARE DETAILED PLACEMENT DRAWINGS OF ALL CONDITIONS SHOWING QUANTITY, SPACING, SIZES, CLEARANCES, LAPS, INTERSECTIONS, AND COVERAGE REQUIRED BY THE STRUCTURAL DETAILS, APPLICABLE CODE, AND TRADE STANDARDS. CONTRACTOR SHALL NOTIFY REINFORCING INSPECTOR OF ANY ADJUSTMENTS FROM TYPICAL CONDITIONS WHICH ARE PROPOSED IN PLACEMENT DRAWINGS TO FACILITATE FIELD PLACEMENT OF REINFORCING STEEL AND CONCRETE. 11. REBAR BENDS SHALL BE MADE COLD. REBARS SHALL NOT BE BENT AFTER ANY PORTION OF THE BAR IS ENCASED IN CONCRETE. 12. ALL LAP SPLICES ARE lst LAP SPLICES UNLESS NOTED OTHERWISE. 13. ALL WALL FOOTING REINF. SHALL BEND AROUND ALL CORNERS AND EXTEND 36 BAR DIAMETERS OR 18 INCHES, WHICHEVER IS LARGER UNLESS NOTED OTHERWISE. 14. ALL SLABS ON GRADE LESS THAN 6" IN THICKNESS SHALL BE REINFORCED W/ #4 REBARS AT 16 INCHES ON CENTERS EA. WAY, UNLESS NOTED OTHERWISE. PROVIDE ONE (1) LAYER OF 6X6/W2.9XW2.9 WELDED WIRE FABRIC CONTINUOUS FOR EVERY 3" ARCH'L CONCRETE FILLS ABOVE THE STRUCTURAL SLAB. 15. ALL MECHANICAL, PLUMBING AND ELECTRICAL EQUIPMENT PADS LESS THAN 4" THICK SHALL BE REINFORCED WITH AT LEAST ONE (1) LAYER OF 6X6/W2.9XW2.9 WELDED WIRE FABRIC AND HAVE HOOKED DOWELS (#3 AT 12" ON CENTERS) INTO THE STRUCTURAL SLAB, UNLESS NOTED OTHERWISE. FOR PADS GREATER THAN 4 INCHES THICK, USE REINFORCING AS SHOWN ON THE DETAIL. 16. ADDITIONAL REINF. SHALL BE PROVIDED AROUND ALL SLAB AND WALL OPENINGS INCLUDING DIAGONAL BARS WITHOUT EXCEPTION. 17. DEFORMED BAR ANCHORS: ASTM A-496, WITH MINIMUM SHEAR AND PULLOUT CAPACITIES THAT MEET OR EXCEED THOSE VALUES LISTED FOR NELSON D2L DEFORMED BAR ANCHORS. 18. CONCRETE SHEAR ANCHORS: NELSON FLUXED HEADED ANCHOR STUDS (ICBO #2856) CONFORMING TO ASTM A-108. STUDS SHALL BE AUTOMATICALLY END WELDED IN THE FIELD. ALL WELDS SHALL BE MADE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 19. ALL STRUCTURAL CONCRETE ELEMENTS REQUIRE REINF. SINCE NO PLAIN CONCRETE HAS BEEN ASSUMED IN THE STRUCTURAL DESIGN. 20. REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM COVERAGE. PLACE BARS AS NEAR TO THE CONCRETE SURFACE AS THESE MINIMUMS PERMIT WHEREVER POSSIBLE, UNLESS NOTED OTHERWISE: ----CONCRETE POURED AGAINST EARTH__________________3" ----FORMED CONCRETE IN CONTACT W/ EARTH____________2" ----EXTERIOR FACE OF WALLS_________________________2" ----ALL OTHER WALL FACES___________________________1" ----BEAMS__________________________________________1-1/2" (2" FOR EXTERIOR) ----REINFORCED SLABS_______________________________1"(2" FOR EXTERIOR) ----COLUMNS________________________________________1-1/2" (2" FOR EXTERIOR) ----POST TENSIONED SLABS___________________________1" BOTTOM - 2" TOP REINFORCEMENT NOTES: 1. CONCRETE MASONRY WALLS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF F'M =1500 PSI. 2. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N-I, WITH MAX LINEAR SHRINKAGE OF 0.06 % (1900 PSI MINIMUM). 3. MORTAR SHALL BE TYPE "S" CONFORMING TO ASTM C270 AS WELL AS CONFORMING TO CBC TABLE 2103.8(1) (MINIMUM 2000 PSI AT 28 DAYS). 4. GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS. MIX PROPORTIONS SHALL CONFORM TO ASTM C476. AGGREGATES SHALL CONFORM TO ASTM C404. USE COARSE GROUT IN GROUT SPACES 2 INCHES OR MORE IN WIDTH AND IN CELLS TO BE GROUTED SOLID. DO NOT USE ANY ADMIXTURES IN MORTAR OR GROUT WITHOUT APPROVAL BY THE EOR. 5. ADJUST THE WATER CONTENT OF THE MORTAR AND GROUT MIXES TO PROVIDE PROPER WORKABILITY UNDER EXISTING FIELD CONDITIONS WITHOUT SEGREGATION. 6. GROUT ALL MASONRY WALLS SOLID UNLESS NOTED OTHERWISE. 7. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 8. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. 9. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 10. PROVIDE INSPECTION AND CLEANOUT HOLES AT BASE OF GROUT LIFT FOR VERTICAL CELLS HAVING GROUT LIFTS IN EXCESS OF 5'-O" OF HEIGHT. 11. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 12. ANCHOR BOLTS MUST BE SET WITH TEMPLATES AND HELD IN PLACE PRIOR TO GROUTING. PROVIDE AT LEAST ONE INCH OF GROUT BETWEEN ANCHOR BOLT AND MASONRY. 13. LAY MASONRY UNITS SUCH THAT CELLS ARE IN VERTICAL ALIGNMENT. BLOCK SHALL BE IN RUNNING BOND ONLY. STACK BOND CONSTRUCTION IS NOT PERMITTED. 14. SECURE REBAR AGAINST DISPLACEMENT PRIOR TO GROUTING AT INTERVALS NOT GREATER THAN 200 BAR DIAMETERS. 15. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. 16. MEASURE MATERIALS FOR MORTAR AND GROUT IN CALIBRATED DEVICES. SHOVEL MEASUREMENTS ARE NOT ACCEPTABLE. 17. FOR NON-LOAD BEARING MASONRY WALLS, PROVIDE COMPRESSIBLE FILLER AT THE TOP OF THE WALL WHERE THE BLOCK MEETS THE UNDERSIDE OF STRUCTURAL SLAB, AND AROUND FRAMING MEMBERS ABOVE, AND AT ENDS OF WALLS WHERE MASONRY ABUTS CONCRETE COLUMNS OR CONCRETE WALLS OR MASONRY SHEAR WALLS. FILLER SHALL BE FIRE SAFE IF REQUIRED FOR FIRE SEPARATION PER ARCH. THE WALLS SHALL BE RESTRAINED LATERALLY (PERPENDICULAR TO THE WALL) AT THE TOP TO ADJACENT STRUCTURES. BOND BEAMS SHALL BE CONSTRUCTED AT LEVELS OF LATERAL SUPPORT FROM 'U' SHAPED LINTEL BLOCK WITH 2-#5 BARS HORIZONTAL, MINIMUM. 18. ANCHORS, BEARING PLATES, WALL PLUGS, ACCESSORIES, AND OTHER ITEMS TO BE BUILT-IN SHALL BE INSTALLED AS THE MASONRY WORK PROGRESSES. PROVIDE 1 INCH MINIMUM GROUT BETWEEN ANCHOR BOLT AND MASONRY. ANCHOR BOLTS SHALL BE ACCURATELY SET WITH TEMPLATES. 19.THE CLEAR DISTANCE BETWEEN THE SURFACE OF A BAR AND ANY SURFACE OF A MASONRY UNIT SHALL BE NOT LESS THAN 1/4" FOR FINE COARSE GROUT AND NOT LESS THAN 1/2" FOR COURSE GROUT. 20. SPACING AND PLACEMENT OF CONTROL JOINTS SHALL BE IN ACCORDANCE WITH NCMA TEK 10-2B OR 10-3. 21. OVERCUT OF CORNERS IN EXISTING CMU WALLS & CONCRETE IS PROHIBITED. MASONRY NOTES: 1. ALL CONCRETE HAS BEEN DESIGNED USING ACI 318-14 AND THE 2019 CBC REQUIREMENTS. ALL CONCRETE SHALL DEVELOP THE FOLLOWING COMPRESSIVE STRENGTHS AT 28 DAYS: NORMAL WEIGHT CONCRETE 28 DAYS MAX W/C RATIO SITE PLANTER WALL FOUNDATIONS------5000 PSI--------0.40 * NO MORE THAN ONE CLASS OF CONCRETE SHALL BE ON THE JOB SITE AT ANY TIME. 2. ALL EXPOSED CORNERS OR EDGES OF COLUMNS, PIERS, WALLS, BEAMS, ETC., SHALL BE FORMED WITH A 3/4" CHAMFER UNLESS OTHERWISE NOTED ON DRAWINGS. 3. CONSTRUCTION JOINTS SHALL BE LOCATED WHERE SHOWN AND, IF NOT SHOWN, WHERE DIRECTED BY THE ARCHITECT AND APPROVED BY SEOR AND AOR. THEY SHALL BE LOCATED SO AS TO LEAST IMPAIR THE STRENGTH OF THE STRUCTURE AND TO MINIMIZE SHRINKAGE. PROVIDE DOWELS AND KEYS AS DETAILED AND DIRECTED, AND THOROUGHLY CLEAN AND REMOVE LAITANCE FROM SURFACES BEFORE PROCEEDING WITH THE NEXT PLACEMENT. 4. CONTRACTOR SHALL SUBMIT CONSTRUCTION JOINT LAYOUT FOR REVIEW. 5. REFER TO ARCHITECTURAL DRAWINGS FOR ALL REQUIRED WATERPROOFING, DAMP PROOFING, FLASHING, REGLETS, MAILERS, ROOFING, TYPE AND LOCATION OF FLOOR FINISHES, FLOOR DEPRESSIONS, CURBS, PADS, AND OTHER DETAILS. 6. SUBMIT CONCRETE MIX DESIGNS INCLUDING ADMIXTURE DATA, AGGREGATE GRADATIONS, WATER TESTS, CEMENT DATA, CEMENT CUBE STRENGTH, AND CYLINDER STRENGTH TEST RESULTS FOR THE CONCRETE. ALL DATA SHALL BE SUBMITTED FOR REVIEW AND APPROVED PRIOR TO ITS USE. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY APPROVED BY AOC AND CERTIFIED BY A REGISTERED CALIFORNIA PROFESSIONAL ENGINEER. 7. THE CONCRETE SHALL CONTAIN AN ACCEPTABLE WATER REDUCING/PLASTICIZING ADMIXTURE. NO CALCIUM CHLORIDE SHALL BE USED IN CONCRETE. 8. ALL CONCRETE AGGREGATES AND CEMENT SHALL BE FROM A SINGLE SOURCE ACCEPTABLE TO THE ARCHITECT. ALL CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR TYPE II LOW ALKALI, AGGREGATES FOR STONE CONCRETE SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C-33 AND PROJECT SPECIFICATIONS. CONCRETE EXPOSED TO EARTH SHALL BE TYPE II/V CEMENT AND SHALL COMPLY WITH THE REQUIREMENTS FOR MODERATE SULFATE EXPOSURE AS SPECIFIED IN THE 2019 CBC AND ACI 318-14. CONCRETE AGGREGATES FOR LIGHT-WEIGHT CONCRETE SHALL CONFORM TO ASTM C-330. 9. CONCRETE MIXING OPERATION SHALL CONFORM TO ASTM C-94. CONCRETE PLACEMENT SHALL CONFORM TO ACI STANDARD 304 AND PROJECT SPECIFICATIONS. 10. CONTRACTOR IS RESPONSIBLE FOR ALL CONCRETE PLACING SEQUENCES AND CONSTRUCTION PROCEDURES FOR ALL CONCRETE WORK. ACCOUNT FOR TEMPERATURE DIFFERENTIALS AND SHRINKAGE OCCURRING DURING THE CONSTRUCTION PHASE UNTIL THE BUILDING IS PERMANENTLY IN A MECHANICALLY CONTROLLED ENVIRONMENT. 11. CONTRACTOR SHALL REVIEW MECHANICAL, ELECTRICAL, PLUMBING, AND BUILDING SERVICES DRAWINGS. COORDINATE AND VERIFY SIZE, NUMBER, AND LOCATION OF ALL SLEEVES OR OPENINGS REQUIRED. SLEEVES SHALL BE SET FOR ALL SERVICES PRIOR TO CONCRETE PLACEMENT. NO CORING OR CUTTING OF CONCRETE AFTER PLACEMENT WILL BE PERMITTED WITHOUT THE PRIOR WRITTEN APPROVAL OF STRUCTURAL ENGINEER OF RECORD. 12. CONSTRUCTION JOINTS IN ALL FOUNDATIONS, WALLS, SUPPORTED SLABS AND CONCRETE FRAMING BEAMS SHALL NOT BE FURTHER APART THAN 100 FEET IN LENGTH. 13. ALL CONSTRUCTION JOINTS IN WALLS OR OTHER ELEMENTS NOT HAVING PREFORMED KEYS, SHALL BE WIRE BRUSHED, ROUGHED TO A MINIMUM 1/4" AMPLITUDE, CLEANED AND MOISTENED IMMEDIATELY PRIOR TO PLACEMENT OF NEW CONCRETE. 14. SEE MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ALL CONDUITS IN SLABS. CONDUITS SHALL BE RUN GENERALLY AT MID-BAY. PARALLEL CONDUITS SHALL BE SPACED AT THREE DIAMETERS ON CENTERS MINIMUM. CONDUIT SIZES SHALL NOT EXCEED 1/4TH OF THE SLAB THICKNESS AND SHALL BE LOCATED AT MID-HEIGHT OF THE SLAB. PREPARE AND SUBMIT TO THE ARCHITECT & ENGINEER FOR REVIEW AND APPROVAL OF LOCATION OF CONDUITS, PULL BOXES AND OTHER ITEMS EMBEDDED IN STRUCTURAL CONCRETE. CONDUITS SHALL NOT BE PLACED IN METAL DECK SLABS. 15. ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION EQUIPMENT SHALL BE SECURELY ANCHORED TO STRUCTURAL CONCRETE W/ CAST-IN-PLACE ANCHORS OR MECHANICAL OR ADHESIVE ANCHORS ON EXISTING MEMBERS. ANCHORS SHALL BE DESIGNED FOR A MINIMUM LATERAL FORCE OF 0.5 TIMES THE WEIGHT OF THE EQUIPMENT APPLIED AT CENTER OF MASS, IN ADDITION TO OTHER LOADING CONDITIONS. 16. NON-SHRINK CEMENT GROUT SHALL HAVE A MINIMUM 28 DAYS COMPRESSIVE STRENGTH OF 6000 PSI. 17. SEE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 18. TYPICAL LAP SPLICE FOR #5 BAR IS 4'-3" TO BE USED WHERE REQUIRED IN CONCRETE FOUNDATIONS. CONCRETE 1. PROJECT: ROMERIA POINT APARTMENTS 2. LOCATION: 7527 ROMERIA ST, CARLSBAD CA, 92009 3. THIS STATEMENT OF SPECIAL INSPECTION IS SUBMITTED IN FULFILLMENT OF THE REQUIREMENTS OF THE CBC 2019 SECTIONS 1704 AND 1705. INCLUDED ARE THE FOLLOWING: A. SCHEDULE OF SPECIAL INSPECTIONS AND TESTS APPLICABLE TO THIS PROJECT: X SPECIAL INSPECTIONS PER SECTIONS 1704 AND 1705. X SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. X SPECIAL INSPECTIONS FOR WIND RESISTANCE. 4. SPECIAL INSPECTIONS AND TESTING WILL BE PERFORMED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, THIS STATEMENT AND CBC SECTIONS 1704, 1705, 1707 AND 1708. 5. THE SCHEDULE OF SPECIAL INSPECTIONS SUMMARIZES THE SPECIAL INSPECTIONS AND TESTS REQUIRED. SPECIAL INSPECTORS WILL REFER TO THE APPROVED PLANS AND SPECIFICATIONS FOR DETAILED SPECIAL INSPECTION REQUIREMENTS. ANY ADDITIONAL TESTS AND INSPECTIONS REQUIRED BY THE APPROVED PLANS AND SPECIFICATIONS WILL ALSO BE PERFORMED. 6. INTERIM REPORTS WILL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE IN ACCORDANCE WITH CBC SECTION 1704.1.2. 7. A FINAL REPORT OF SPECIAL INSPECTIONS DOCUMENTING REQUIRED SPECIAL INSPECTIONS, TESTING AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS SHALL BE SUBMITTED PRIOR TO ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY (SECTION 1704.1.2). THE FINAL REPORT WILL DOCUMENT: A. REQUIRED SPECIAL INSPECTIONS. B. CORRECTION OF DISCREPANCIES NOTED IN INSPECTIONS. 8. THE OWNER RECOGNIZES HIS OR HER OBLIGATION TO ENSURE THAT THE CONSTRUCTION COMPLIES WITH THE APPROVED PERMIT DOCUMENTS AND TO IMPLEMENT THIS PROGRAM OF SPECIAL INSPECTIONS. IN PARTIAL FULFILLMENT OF THESE OBLIGATIONS, THE OWNER WILL RETAIN AND DIRECTLY PAY FOR THE SPECIAL INSPECTIONS AS REQUIRED IN CBC SECTION 1704.1. 9. THIS PLAN HAS BEEN DEVELOPED WITH THE UNDERSTANDING THAT THE BUILDING OFFICIAL WILL: A. REVIEW AND APPROVE THE QUALIFICATIONS OF THE SPECIAL INSPECTORS WHO WILL PERFORM THE INSPECTIONS. B. MONITOR SPECIAL INSPECTION ACTIVITIES ON THE JOB SITE TO ASSURE THAT THE SPECIAL INSPECTORS ARE QUALIFIED AND ARE PERFORMING THEIR DUTIES AS CALLED FOR IN THIS STATEMENT OF SPECIAL INSPECTION. C. REVIEW SUBMITTED INSPECTION REPORTS. D. PERFORM INSPECTIONS AS REQUIRED BY THE LOCAL BUILDING CODE. 10. THE FOLLOWING ELEMENTS ARE TO HAVE SPECIAL INSPECTION. CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR FIELD WELDING, POST-INSTALLED ADHESIVE ANCHORS INSTALLED HORIZONTALLY OR UPWARDLY INCLINED TO RESIST SUSTAINED TENSION LOADS, SHOTRETE PLACEMENT, CONCRETE STRENGTH f'c > 2500 PSI, SPRAYED ON FIREPROOFING, ENGINEERED MASONRY, HIGH-LIFT GROUTING, HIGH LOAD DIAPHRAGMS AND SPECIAL MOMENT -RESISTING CONCRETE FRAMES, AND HELICAL PILE FOUNDATIONS. A. ALL CONCRETE WORK WITH 3-KSI CONCRETE STRENGTH OR ABOVE. B. BOLTS INSTALLED IN CONCRETE C. EXPANSION AND ADHESIVE ANCHORS D. ALL ASTM A 706 GR. 60 REINFORCING STEEL E. STRUCTURAL WELDING F. SPECIAL GRADING, EXCAVATION, AND BACKFILLING G. PLYWOOD SHEARWALLS. (SEE NOTE 11) H. SHEAR WALL HOLDOWNS. I. OTHER INSPECTION REQUIRED BY THE BUILDING OFFICIAL 11. CONTINUOUS INSPECTION BY A LICENSED DEPUTY INSPECTOR SHALL BE REQUIRED FOR ALL STRUCTURAL PLYWOOD SHEATHING INSTALLATION WHERE THE FASTENER SPACING IS 4 INCHES OR LESS AND PERIODIC INSPECTION FOR ALL WOOD SHEAR WALL DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO OTHER COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS, AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER FASTENING TO COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM. SPECIAL INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED WHERE THE FASTENER SPACING OF THE SHEATHING IS 4 INCHES ON CENTER OR LESS. 12. PER STEEL NOTES ALL FABRICATION OF STRUCTURAL STEEL WILL BE PERFORMED IN AN AISC CERTIFIED LAB. PER SECTION 1704.2.2 SPECIAL INSPECTIONS REQUIRED BY 1704 ARE NOT REQUIRED WHERE WORK IS DONE ON THE PREMISES OF A FABRICATOR AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. 13. SPECIAL ACTIVITY INSPECTION IS REQURIED FOR - BUILDING OVER 5 STORIES OR 60' IN HEIGHT - BUILDINGS OVER 50,000 SQ. FT. OF GROUND FLOOR AREA - BUILDINGS OVER 200,000 SQ.FT. OF TOTAL FLOOR AREA PREPARED BY: KURT FISCHER, S.E. REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. ____________________________________________ SIGNATURE/DATE OWNER'S AUTHORIZATION: ____________________________________________ SIGNATURE/DATE BUILDING OFFICIAL ACCEPTANCE ____________________________________________ SIGNATURE/DATE STATEMENT AND SCHEDULE OF SPECIAL INSPECTION, CBC 2019 1. A PRE-CONSTRUCTION MEETING BETWEEN THE SHORING ENGINEER, GEOTECHNICAL ENGINEER, SHORING SUB-CONTRACTOR, GENERAL CONTRACTOR AND CITY INSPECTOR SHALL TAKE PLACE PRIOR TO START OF SHORING FOR THE PURPOSE OF PROCEDURAL REVIEW, SOLDIER BEAM LAYOUT AND UTILITY IDENTIFICATION/LOCATION. 2. THE SHORING ENGINEER SHALL MAKE PERIODIC OBSERVATIONS TO THE JOB SITE FOR THE PURPOSE OF OBSERVING THE INSTALLATION OF THE SHORING SYSTEM. 3. OBSERVATION SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: OBSERVE THE INSTALLATION OF SOLDIER BEAMS AND LAGGING. REVIEW OF WEEKLY MONITORING READINGS. 4. THE CONTRACTOR SHALL NOTIFY THE SHORING ENGINEER AT LEAST 48 HOURS PRIOR TO THE OCCURRENCE OF INSTALLATION OF SOLDIER BEAMS AND LAGGING OBSERVATION BY SHORING ENGINEER: WOOD LAGGING SCHEDULE DEPTH SIZE GRADE NOTES UP TO DEPTHS PER PLAN 4x12 DFL NO. 2 PRESSURE TREATED TIMBER LAGGING NOTES: 1. WOOD LAGGING SHALL BE ACQ PRESSURE TREATED WITH A MINIMUM RENTENTION OF PRESERVATIVE TREATENTS OF 0.4 PCF AND APPROVED FOR USE IN GROUND CONTACT BY CITY OF CARLSBAD. 1. UNDERGROUND SERVICE ALERT, INQUIRY IDENTIFICATION NUMBER (USA II No.):BEFORE COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL OBTAIN A USA II NUMBER BY CALLING 1-800-422-4133. TWO WORKING DAYS SHALL BE ALLOWED AFTER THE USA II NUMBER IS OBTAINED AND BEFORE THE EXCAVATION WORK IS STARTED SO THAT UTILITY OWNERS CAN BE NOTIFIED. 2. PRE-JOB INSPECTION REQUIRED 72 HOURS PRIOR TO THE START OF SHORING CONSTRUCTION WITH THE DEPARTMENT OF PUBLIC WORKS INSPECTOR AND JOB SUPERINTENDENT, PHONE (213) 580-5080. 3. CONTRACTOR SHALL LOCATE ALL UTILITIES AND STRUCTURES WITHIN THE PROPOSED EXCAVATION AND MAKE APPROPRIATE ARRANGEMENTS FOR THEIR RELOCATION, PRIOR TO THE START OF CONSTRUCTION. 4. CONTRACTOR SHALL LOCATE AND CAP OFF ALL SEWER LATERALS BEHIND THE PROPOSED LOCATION SOLDIER BEAMS PRIOR TO THE INSTALLATION OF SOLDIER BEAMS. 5. EXISTING UNDERGROUND INSTALLATIONS CARRYING UNSTABLE SUBSTANCES SHALL BE "POT-HOLED" AS REQUIRED BY THE LOS ANGELES MUNICIPAL CODE 62.03.01 (ORDINANCE No. 150, 478), AND CITY ENGINEER'S SPECIAL ORDER S006-0279 DATED FEBRUARY 27, 1979 (COMPLIANCE WITH ORDINANCE REQUIREMENTS FOR UNSTABLE SUBSTANCE INSTALLATIONS-GUIDELINES IMPLEMENTATIONS). CONTRACTOR RESPONSIBILITIES DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR SHEETS 13-17 ON THIS PROJECT, THAT I HAVE 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: KURT FISCHER STRUCTURAL ENGINEERING ADDRESS: 17547 VENTURA BLVD, STE 305 CITY, STATE: ENCINO, CA 91316 TELEPHONE: 818-874-1445 BY:_____________________________ DATE:__________________ KURT FISCHER, S.E. 10/24/2022 OFFICE: REGISTE REDPROFESSIONAL EN GI NEER AINROFILACFOETATS No. S-5432 STRUCT U R A L K UR T M .FISCH ER TH E S E D R A W I N G S A N D A C C O M P A N Y I N G S P E C I F I C A T I O N S A S I N S T R U M E N T S O F S E R V I C E A R E T H E E X C L U S I V E P R O P E R T Y O F K U R T F I S C H E R S T R U C T U R A L E N G I N E E R I N G A N D M A Y N O T B E R E P R O D U C E D W I T H O U T T H E W R I T T E N P E R M I S S I O N F R O M T H I S C O M P A N Y . PROJECT NO. Kurt Fischer Structural Engineering Kurt Fischer Engineering Structural 17547 VENTURA BLVD, STE 305 ENCINO CA 91316 www.kfseng.com kfischer@kfseng.com (818) 874-1445 "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL SHEET GRADING PLANS FOR: GR2021-0039 APPROVED: ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DWN BY: CHKD BY: RVWD BY: CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS DRAWING NO. 17 05 - 0 1 - 2 0 2 3 0 3 : 1 9 : 1 2 ROMERIA POINTE APARTMENTS SDP-2018-0004 SHORING GENERAL NOTES Au t h o r 13 7527 ROMERIA ST, CARLSBAD, CA 92009 534-1A 10/24/2022 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G S P E C I F I C A T I O N S A S I N S T R U M E N T S O F S E R V I C E A R E T H E E X C L U S I V E P R O P E R T Y O F K U R T F I S C H E R S T R U C T U R A L E N G I N E E R I N G A N D M A Y N O T B E R E P R O D U C E D W I T H O U T T H E W R I T T E N P E R M I S S I O N F R O M T H I S C O M P A N Y . JASON S. GELDERT MBI AM - - - (-., -L. -r --2 3 2 k ~l(OFESS10:¥1 ~II,-FIS,;,~ /:? "5 + 'i's s ., r" r" A « No. S5432 ,, ~ ., • J'!1jl:STf1,L1 r~D~~,:-tor c~1,1,o ~ =7 DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 CBC 2019 TABLE 1705A.2.1- REQUIRED SPECIAL INSPECTIONS & TESTS OF STEEL CONSTRUCTION VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC 1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS, AND WASHERS. FREQUENCY OF INSPECTION REFERENCED STANDARD CBC REFERENCE a. IDENTIFICATION MARKINGS TO CONFIRM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS ___X AISC 360 A3.3 AND APP. ASTM STANDARDS b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED ___X ___ ______ 2. INSPECTION OF HIGH-STRENGTH BOLTING a. SNUG-TIGHT JOINTS ___X AISC 360 M2.5 b. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF- NUT WITH MATCHMARKING, TWIST-OFF BOLT OR DIRECT TENSION INDICATOR METHODS OF INSTALLATION. ___X c. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF- NUT WITHOUT MATCHMARKING OR CALIBRATED WRENCH METHODS OF INSTALLATION. X AISC 360 M2.5 AISC 360 M2.5 ___ 3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: a. FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORM TO AISC 360.___X AISC 360 A3.1 b. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. ___X c. MANUFACTURER'S CERTIFIED TEST REPORTS. APPLICABLE ASTM MAT. STAND. 4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS: a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFI- CATION IN THE APPROVED CONSTRUCTION DOCUMENTS.___X AISC 360 A3.5 AWS A5 b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.___X ______ ___ ___X 5. INSPECTION OF WELDING: a. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK: 1. COMPLETE & PARTIAL JOINT PENETRATION GROOVE WELDS. AWS D1.1, D1.8 1705A.2.22. MULTIPASS FILLET WELDS 3. SINGLE-PASS FILLET WELDS > 5/16". 4. PLUG AND SLOT WELDS 5. SINGLE-PASS FILLET WELDS <= 5/16". ___X6. FLOOR AND ROOF DECK WELDS. ___X AWS D1.3 --- X ___ X ___ X ___ X ___ AWS D1.1, D1.8 AWS D1.1, D1.8 AWS D1.1, D1.8 AWS D1.1, D1.8 b. REINFORCING STEEL 1. VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706. AWS D1.4, ACI 318 3.5.2 --- 2. REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS, AND SHEAR REINFORCEMENT. 3. SHEAR REINFORCEMENT. 4. OTHER REINFORCING STEEL. X ___ ___X ___ X ___X AWS D1.4, ACI 318 3.5.2 --- AWS D1.4, ACI 318 3.5.2 --- AWS D1.4, ACI 318 3.5.2 --- 6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE: a. DETAILS SUCH AS BRACING AND STIFFENING.___X --- b. MEMBER LOCATIONS.___X c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. ___X 1705A.2.2 --- --- ___ ___ ___ 2203A.1 ___ ______ 1705A.2.2 1705A.2.2 1705A.2.2 1705A.2.2 1705A.2.2 1705A.2.2 c. WHERE APPLICABLE, SEE ALSO SECTION 1705A.11 SPECIAL INSPECTION FOR SEISMIC RESISTANCE CBC 2019 TABLE 1705.3 - REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION TYPE CONTIUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION REFERENCED STANDARD IBC REFERENCE 1. INSPECT REINFORCEMENT , INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT.___X ACI 318:CH. 20.25.2, 25.3,26.5.1-26.5.3 1908.4 2. REINFORCING BAR WELDING: a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A706; b. INSPECT SINGLE-PASS FILLET WELDS, MAX 5/16" c.INSPECT ALL OTHER WELDS. ___ X AWS D1.4 ACI318: 26.5.4 ___ 3. INSPECT ANCHORS CAST IN CONCRETE. ___ACI 318: 17.8.2 ___ 4. INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE MEMBERS. a.AHESIVE ANCHORS INSTALED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TESNION LOADS. b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.A. X X 5. VERIFY USE OF REQUIRED DESIGN MIX.___X ACI 318: CH 19 26.4.3, 26.4.4 1904.2, 1910.2, 1910.3 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DEYERMINE THE TEMPERATURE OF THE CONCRETE. ASTM C172 C31 ACI 318 26.4.5, 26.12, 5.8 1910.10 7. INSPECT OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. ACI 318: 26.4.5 1910.6 -7-8 8. VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES.___X ACI 318: 26.4.7-26.4.9 1910.9 9. INSPECT PRESTRESSED CONCRETE FOR: a. APPLICATION OF PRESTRESSING FORCES. b. GROUTING OF BONDED PRESTRESSING TENDONS ACI 318: 26.9.2.1 ACI 318: 26.9.2.3 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.___X ACI 318: CH 26.8 11. VERIFY OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. ___X ACI 318: 26.10.2 12. INSPECT FORMWORK FOR SHAPE, LOCATION, AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.___X ACI 318: 26.10.1(b)___ ACI 318: 17.8.2.4 ACI 318: 17.8.2 1909.1 X X ___ X ___ X ___ X ___ ___ ___ ___ X X FOR SI: I INCH = 25.4 MM. a. WHERE APPLICABLE, SEE ALSO SECTION 1705.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE. b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2 IN ACI 318. OR OTHER QUALIFICATION PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVEIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFFICIAL PRIOR TO BE COMMENCEMENT OF THE WORK. SCHEDULE OF INSPECTION, TESTING AGENCIES, AND INSPECTORS 1. THE FOLLOWING ARE THE TESTING AGENCIES AND SPECIAL INSPECTORS THAT WILL BE RETAINED TO CONDUCT TESTS AND INSPECTION ON THIS PROJECT. RESPONSIBILITY FIRM ADDRESS, TELEPHONE, EMAIL SPECIAL INSPECTION (EXCEPT FOR GEOTECHNICAL)TBD ADDRESS, TELEPHONE, EMAIL MATERIAL TESTING ADDRESS, TELEPHONE, EMAIL GEOTECHNICAL 2. SEISMIC REQUIREMENTS (SECTION 1704.6.1) DESCRIPTION OF SEISMIC-FORCE-RESISTING SYSTEM AND DESIGNATED SEISMIC SYSTEMS SUBJECT TO SPECIAL INSPECTIONS AS PER SECTION 1704.6.1: THE EXTENT OF THE SEISMIC-FORCE-RESISTING SYSTEM IS DEFINED IN MORE DETAIL IN THE CONSTRUCTION DOCUMENTS. 3. WIND REQUIREMENTS (SECTION 1704.6.2) DESCRIPTION OF MAIN WIND-FORCE-RESISTING SYSTEM AND DESIGNATED WIND RESISTING COMPONENTS SUBJECT TO SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1704.6.2: THE EXTENT OF THE WIND-FORCE-RESISTING SYSTEM AND WIND RESISTING COMPONENTS IS DEFINED IN MORE DETAIL IN THE CONSTRUCTION DOCUMENTS ADDRESS, TELEPHONE, EMAIL TBD TBD SHORING PLANS PREPARED BASED ON THE GEOTECHNICAL DESIGN RECOMMENDATIONS PRESENTED IN THE SOILS REPORT BY GEOSOILS, INC, PROJECT NUMBER W.O. 7297-A-SC, DATED NOVEMBER 21, 2017, AND ITS SUPPLEMENT DATED AUGUST 17, 2021 AND MAY 18, 2022. 1. THE GEOTECHNICAL DESIGN VALUES USED ARE AS FOLLOWS: A. ACTIVE PRESSURE: 35H (PSF) (CANTILEVERED, TRIANGULAR) B. PASSIVE PRESSURE: 400 PCF & TAKEN AT 1 PILE DIAMETER BELOW THE BOTTOM OF EXCAVATION PER SOILS REPORT TO A MAXIMUM OF 4,000 PSF C. LAGGING PRESSURE: SAME AS SOIL PRESSURE D.SEE CALCULATIONS FOR EXACT VALUES OF 0.5(PD+PL) SURCHARGE LOADING. 2. ALL BACKFILL SHALL BE SELECT PER SOILS REPORT. 35H PSF H 4,000 PSF (MAX) 400 (PCF) PASSIVE CANTILEVERED SHORING 0. 6 H 0. 2 H SHORING GEOTECHNICAL DESIGN CRITERIA ON E P I L E D I A M E T E R 0.5(PD+PL) 1 1 ADJACENT STRUCTURE SURCHARGE STEEL 1. DETAIL, FABRICATE AND ERECT STEEL IN ACCORDANCE WITH THE AISC SPECIFICATIONS FOR STRUCTURAL STEEL BUILDING AISC 360-16. 2. ALL STEEL, UNLESS NOTED OTHERWISE, SHALL BE ASTM A36. 3. ALL STEEL W-FLANGE SHAPES SHALL BE ASTM A992. 4. AFTER FABRICATION, ALL STEEL SHALL BE CLEANED FREE OF RUST, LOOSE MILL, SCALE AND OIL. STEEL WELDING 1. ALL WELDING SHALL BE IN STRICT CONFORMANCE WITH THE CBC 2019 BUILDING CODE AND AWS D1. 2. ALL WELDING ELECTRODES (FILLER METAL) SHALL BE E70XX (70KSI), U.N.O. 3. ALL WELDERS CERTIFIED BY AISC. 4. ALL FIELD WELDS REQUIRE SPECIAL INSPECTION BY A CITY APPROVED DEPUTY INSPECTOR 5. LENGTHS OF WELDS SHOWN ARE EFFECTIVE LENGTHS AS SPECIFIED IN THE 2019 CBC. WHERE LENGTH OF WELD IS NOT SHOWN, IT SHALL BE FULL LENGTH OF JOINT. 6. WHERE MINIMUM AISC FILLET WELD THICKNESS REQUIREMENT EXCEEDS WELDS SHOWN ON DETAILS, PROVIDE MINIMUM AISC WELD. 7. WELDS SHALL BE TERMINATED AT THE END OF A JOINT IN A MANNER THAT WILL ENSURE SOUND WELDS. WHENEVER NECESSARY THIS SHALL BE DONE BY USE OF EXTENSION BARS AND RUN OFF TABS. 8. STRESSES OCCURRING DURING FABRICATION, SHIPMENT, AND ERECTION SHALL BE TEMPORARY AND NO EXCESSIVE. STRESSES AT ALL TIMES SHALL BE LESS THAN DESIGN AND ALLOWABLE STRESSES. THE FULL DESIGN AND LOAD CARRYING CAPACITY OF THE STEELWORK SHALL NOT BE IMPAIRED DUE TO FABRICATION, SHIPMENT, OR ERECTION PROCEDURES. THROUGHOUT THE COMPLETE PROCESS. THE STABILITY OF ALL INDIVIDUAL MEMBERS AND ASSEMBLIES SHALL BE MAINTAINED. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS AND WELD SHRINKAGE. CONCRETE 1. ALL STRUCTURAL CONCRETE SHALL HAVE A MAXIMUM WATER CEMENT RATIO AND MINIMUM COMPRESSIVE S TRENGTH AT 28 DAYS AS FOLLOWS: SLURRY:_________________________________1½ SACK OF CEMENT PER CUBIC YARD ________________________________________2500 PSI (150 PCF). (MAX W/C=3.75) SOLDIER PILE TOES & DEADMAN:____________2500 PSI (150 PCF). (MAX W/C=0.55) 2. WHEN CONCRETE IS PLACED BELOW GROUNDWATER PROVIDE CONC. STRENGTHS AS SPECIFIED WITH AN ADDITIONAL 1000PSF OF STRENGTH. 3. PROVIDE CONCRETE MIX DESIGNS INCLUDING ADMIXTURE DATA, AGGREGATE GRADATIONS, WATER TESTS, CEMENT DATA, CEMENT CUBE STRENGTH AND CYLINDER STRENGTH TEST RESULTS FOR THE CONCRETE STAMPED BY A LICENSED CIVIL ENGINEER IN THE STATE OF THE SITE LOCATION. ALL DATA SHALL BE SUBMITTED FOR REVIEW AT LEAST 45 DAYS PRIOR TO ITS USE. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND CERTIFIED BY A PROFESSIONAL ENGINEER. 4. THE CONCRETE SHALL CONTAIN AN ACCEPTABLE WATER REDUCING/PLASTISIZING ADMIXTURE. NO CALCIUM CHLORIDE SHALL BE USED IN CONCRETE. 5. ALL CEMENT SHALL CONFORM TO ASTM C-150, TYPE V. 6.SAND AGGREGATE FOR SLURRY CONC. SHALL CONFORM TO ALL REQUIREMENTS AND TESTS OF ASTM C-33 AND PROJECT SPECIFICATIONS. 7. CONCRETE MIXING OPERATION SHALL CONFORM TO ASTM C-94. 8. CONCRETE PLACEMENT SHALL CONFORM TO ACI STANDARD 304 AND PROJECT SPECIFICATIONS. MATERIALS 1. SOLDIER BEAM SURVEY MONITORING SHALL BE CONDUCTED ON A PERIODIC BASIS UNTIL THE PERMANENT STRUCTURE IS CAPABLE OF SUPPORTING THE IMPOSED LATERAL LOADS. (BY OWNER) MONITOR READINGS SHOULD BE SUBMITTED WITHIN 2 WORKING DAYS OF DATA HAS BEEN COLLECTED. ADDITIONAL READING MAY BE REQUIRED WHEN REQUESTED BY THE DESIGN TEAM. 2. CONTROL POINTS, OFFSETS OF SOLDIER BEAMS AT TIME OF CONSTRUCTION AND WEEKLY MONITORING SHALL BE PERFORMED BY A CALIFORNIA STATE LICENSED SURVEYOR. THESE CONTROL POINTS ARE TO BE ESTABLISHED OUTSIDE THE AREA OF SHORING SYSTEM INFLUENCE TO ENSURE THE ACCURACY OF THEN MONITORING READINGS. 3. A SURVEY OF THE ADJACENT STRUCTURES SHOULD BE PERFORMED WITH PHOTOS AND PLANS TO ESTABLISH THE PRE-CONSTRUCTION EXISTING CONDITIONS. PRIOR TO EXCAVATION, SURVEY MONITORING CONTROL POINTS AND INITIAL SOLDIER BEAM OFFSETS SHALL BE ESTABLISHED TO MONITOR THE VERTICAL AND HORIZONTAL MOVEMENTS OF THE SOLDIER BEAMS. 4. THE INITIAL AND SCHEDULED MONITORED READINGS OF THE CONTROL POINTS SHALL BE SUBMITTED TO THE CONTRACTOR, SHORING ENGINEER, GEOTECHNICAL ENGINEER, BUILDING AND SAFETY AND PUBLIC WORKS. 5. IF ANY HORIZONTAL OR VERTICAL MOVEMENT OF THE SOLDIER BEAMS EXCEEDS WHAT IS NOTED ON SCHEDULE OR WHAT IS REQUIRED BY THE GEOTECHNICAL REPORT, THE GEOTECHNICAL ENGINEER AND THE SHORING ENGINEER SHALL EVALUATE SUCH MOVEMENTS AND PROVIDE RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF REQUIRED, BEFORE EXCAVATION CAN CONTINUE. SOLDIER BEAM SURVEY MONITORING 1. VERTICAL AND DIAGONAL SHAFTS ARE TO BE MACHINE DRILLED AND ACCURATELY LOCATED SO THAT SOLDIER PILES ARE IN PROPER RELATION TO THE NEW BASEMENT WALL AND FOOTINGS. 2. TOLERANCE FOR INSTALLATION OF SOLDIER PILES IS ±1 INCH FOR VARIATION OF PLAN LOCATION AND 0.5 PERCENT OF PILE LENGTH FOR OUT OF PLUMB. 3. LOCATE SOLDIER PILES AS REQUIRED OUTSIDE OF BUILDING WALLS TO INSURE PILE DOES NOT INTRUDE INTO FINISHED WALL DUE TO OUT OF PLUMB OR VARIATION ON PLAN LOCATION. 4. SHAFTS SHALL NOT BE DRILLED ADJACENTLY, UNLESS APPROVED BY THE GEOTECHNICAL ENGINEER. SHAFTS SHALL BE DRILLED IN A TWO PHASE SEQUENCE. 5. IT WILL NOT BE NECESSARY TO DEWATER THE HOLES FOR SOLDIER PILES, SHOULD GROUNDWATER BE ENCOUNTERED PROVIDED THE CONCRETE IS TREMIED INTO POSITION WITH APPROVED DEVICES. 6. SHAFTS CLOSER THAN THREE SHAFT DIAMETERS ON CENTER SHALL BE DRILLED AND POURED IN AN ALTERNATING SEQUENCE SUCH THAT THE ALTERNATE SHAFT IS NOT DRILLED UNTIL THE ADJACENT PILE HAS CURED FOR AT LEAST 24 HOURS. 7. PROVIDE PROTECTION OF SHAFT AGAINST SLOUGHING OR CAVING, AS REQUIRED. 8. WHERE CAVING OCCURS DRILLED HOLES SHALL BE CASED AND ALL BACKFILL SHALL BE PRESSURE PUMPED SO THAT ALL VOIDS ARE FILLED. 9. ALL SHAFTS LEFT OPEN MORE THAN TWELVE (12) HOURS SHALL BE CASED. 10. WHEN WATER OVER 3 INCHES IN DEPTH IS PRESENT IN DRILLED PILE HOLES, A CONCRETE MIX WITH A STRENGTH OF 1000 PSI OVER THE DESIGN PSI SHALL BE TREMIED FROM THE BOTTOM UP. SHORING SHAFTS SOLDIER BEAM SHAFTS 1. DRILL SHAFTS, DO NOT DRILL SHAFTS ADJACENTLY; A MINIMUM TWO PHASE SEQUENCE IS REQUIRED UNLESS APPROVED BY THE SOILS ENGINEER. SHAFTS ARE NOT TO BE LEFT OPEN OVERNIGHT. 2. PLACE SOLDIER BEAMS. SEE THE PLAN AND TYPICAL SECTION FOR LOCATION TOLERANCES. 3. FILL SHAFT BY USE OF TREMIE (DO NOT ALLOW CONCRETE TO FREE FALL MORE THAN 5 FEET) WITH SPECIFIED TOE CONCRETE UP TO THE BOTTOM OF THE PROPOSED FOOTING ELEVATION. FILL THE REMAINDER OF THE SHAFT WITH SLURRY. IF WATER IS ENCOUNTERED, CONCRETE STRENGTH TO BE INCREASED BY 1000 PSI. 4. TAKE INITIAL MONITORING READINGS. SEE SOLDIER BEAM SURVEY MONITORINGS FOR SURVEY REQUIREMENTS. 5. START EXCAVATION ONLY AFTER CONCRETE HAS REACHED ITS 7 DAY STRENGTH. EXCAVATION OF A MAXIMUM OF 3 FEET IS ALLOWED AFTER SLURRY HAS CURED A MINIMUM OF 24 HOURS. 6. ALL SOLDIER BEAMS AND LAGGING PLACED IN THE PUBLIC WAY EITHER UNDER THE SIDEWALK OR IN THE ROADWAY SHALL BE REMOVED TO A MINIMUM OF 8 FEET BELOW GRADE. 7. ALL SOLDIER BEAMS AND LAGGING PLACED IN AN ALLEY SHALL BE REMOVED TO A MINIMUM OF 4 FEET BELOW GRADE. LAGGING PLACEMENT 1. PROVIDE CONTINUOUS LAGGING BETWEEN SOLDIER BEAMS. TIMBER LAGGING SHALL BE TREATED PER THE MATERIAL SPECIFICATION FOR TIMBER. 2. CAREFULLY INSTALL THE LAGGING TO ACHIEVE FULL BEARING AGAINST THE RETAINED EARTH. FILL ALL VOIDS BEHIND THE LAGGING WITH SLURRY TO INSURE BEARING OF THE SOIL ALONG THE FULL LENGTH OF THE LAGGING. LIFTS ARE NOT TO EXCEED 5'-0" OR AS REQUIRED IN AND DIRECTED BY THE SOILS REPORT AND REPRESENTATIVE. 3. LAGGING SHALL BE INSTALLED TO BOTTOM OF EXCAVATION PRIOR TO THE END OF THE WORK DAY AND NO EXCAVATION SHOULD BE LEFT UNSUPPORTED OVERNIGHT. SHORING INSTALLATION PROCEDURE 1. FOR GENERAL NOTES AND TYPICAL DETAILS SEE SHEET SH-0.0. GENERAL NOTES & TYPICAL DETAILS APPLY TO ALL PARTS OF THE WORK EXCEPT WHERE SPECIFICALLY DETAILED OR U.N.O. 2. VERIFY ALL DIMENSIONS, ELEVATIONS, SLAB EDGES, SLAB DEPRESSIONS, SLAB OPENINGS, CURBS, FOOTING, PENETRATIONS, WALL OPENINGS WITH ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, STRUCATURAL AND CIVIL DRAWINGS. 3. UNSUPPORTED TEMPORARY EXCAVATIONS SHALL NOT BE SUBJECT TO SURCHARGE LOAD. SHORING NOTES 1. OWNER TO LOCATE ALL STRUCTURES AND UTILITIES WITHIN THE PROPOSED EXCAVATION AREA AND MAKE APPROPRIATE ARRANGEMENTS FOR THEIR PROTECTION OR RELOCATION PRIOR TO BEGINNING CONSTRUCTION. 2. OWNER TO VERIFY THAT NO CONFLICT EXISTS BETWEEN SHORING AND EXISTING STRUCTURES OR UTILITIES. PROMPTLY BRING ANY CONFLICTS TO THE ATTENTION OF EOR. CONSTRUCTION SHOULD NOT START UNTIL THE CONFLICT IS RESOLVED. 3. ALL UNDERGROUND STRUCTURES OR UTILITIES REPORTED BY THE OWNER TO EOR ARE SHOWN IN THE PROJECT DRAWINGS IN THEIR APPROXIMATE LOCATION. BY ACCEPTING THESE DRAWINGS OR PROCEEDING WITH CONSTRUCTION BASED ON THESE DRAWINGS, THE CLIENT AGREES TO ASSUME LIABILITY AND TO HOLD EOR HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO EOR. 4. THE OWNER TO LOCATE AND CAP OFF ALL SEWER LATERALS BEYOND THE PROPOSED LOCATION OF SOLDIER BEAMS PRIOR TO THEIR INSTALLATION. 5. OBTAIN AN UNDERGROUND SERVICE ALERT INQUIRY IDENTIFICATION NUMBER (USA II NO.) AT LEAST TWO WORKING DAYS BEFORE STARTING WORK. UNDERGROUND STRUCTURES OFFICE: REGISTE REDPROFESSIONAL EN GI NEER AINROFILACFOETATS No. S-5432 STRUCT U R A L K UR T M .FISCH ER TH E S E D R A W I N G S A N D A C C O M P A N Y I N G S P E C I F I C A T I O N S A S I N S T R U M E N T S O F S E R V I C E A R E T H E E X C L U S I V E P R O P E R T Y O F K U R T F I S C H E R S T R U C T U R A L E N G I N E E R I N G A N D M A Y N O T B E R E P R O D U C E D W I T H O U T T H E W R I T T E N P E R M I S S I O N F R O M T H I S C O M P A N Y . PROJECT NO. Kurt Fischer Structural Engineering Kurt Fischer Engineering Structural 17547 VENTURA BLVD, STE 305 ENCINO CA 91316 www.kfseng.com kfischer@kfseng.com (818) 874-1445 "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL SHEET GRADING PLANS FOR: GR2021-0039 APPROVED: ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DWN BY: CHKD BY: RVWD BY: CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS DRAWING NO. 17 05 - 0 1 - 2 0 2 3 0 3 : 1 9 : 1 3 ROMERIA POINTE APARTMENTS SDP-2018-0004 SHORING GENERAL NOTES Au t h o r 14 7527 ROMERIA ST, CARLSBAD, CA 92009 534-1A JASON S. GELDERT TH E S E D R A W I N G S A N D A C C O M P A N Y I N G S P E C I F I C A T I O N S A S I N S T R U M E N T S O F S E R V I C E A R E T H E E X C L U S I V E P R O P E R T Y O F K U R T F I S C H E R S T R U C T U R A L E N G I N E E R I N G A N D M A Y N O T B E R E P R O D U C E D W I T H O U T T H E W R I T T E N P E R M I S S I O N F R O M T H I S C O M P A N Y . MBIAM -- - i i -=t . ' I I ' .\\\\\ ' / / . \\ ~ / \\\ / k ;;fi/i)"oFESS10¾ ~\I.· r isc,, \\ • .;s ,j, s I s , ~ I:\ o. S5432 "' + I I "11,STR11 c\'0'i<-&,._ I t OF c~1,1\0'<' / _/~~ ~ =7 / • . ' l l DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 UP 10' 10' G I B R A L T E R S T R E E T EX. W.M. TO BE REMOVED E X . C U R B , G U T T E R & S I D E W A L K P E R D W G 6 9 - 4 30 ' 6' E X . C U R B , G U T T E R & S I D E W A L K 5' MI N B5 B5 B6 B6 B7 B7 B8 B8 B9 B9 B10 B10 BA BA B1 B1 B2 B2 B3 B3 B4 B4 AGD AGD 1 161:1 CUT UP TO PROPERTY LINE 1 16 1:1 CUT UP TO PROPERTY LINE GC TO TRIM SLOPE AS REQUIRED. 1:1 (H:V) MAX GC TO TRIM SLOPE AS REQUIRED. 1:1 (H:V) MAX G.C. TO COORDINATE 8'-0" O.C. MAX 2 1 3 16 3 4 5 6 7 8 9 10 11 12 13 14 15 GC TO TRIM SLOPE AS REQUIRED. 1:1 (H:V) MAX PLANTER WALL, SEE 17 FOR DETAILING 1 17 2 17 PLANTER WALL, SEE 17 FOR DETAILING 5 17 4 17 3 17 PLANTER WALL, SEE 17 FOR DETAILING A2.2 A2.2 AC.6 AC.6 AE.4 AE.4 AD AD AC.7 AC.7 AA AA A1.1 A1.1 5'-0" 8'-0" LEGENDS AND SYMBOLS OPEN CUT W/ MAX 1:1 SLOPE, GC TO COORDINATE EXTENTS. SEE SOILS REFER TO SOILS REPORT FOR ADDITIONAL INFORMATION INDICATES SHORING PILE. GC TO COORDINATE EXACT LOCATION LAGGING PER SCHEDULE X INDICATES SOLDIER BEAM NUMBER PLANTER WALL, SEE 17 3/32" = 1'-0"15 3 SHORING PLAN 1-15 W24X68 2/16 10'-0"18'-0'28'-0"2'-6"8'-0" O.C.0.5" SOLDIER BEAM NUMBER AND SIZE REF. DETAIL MAX RETAINED HEIGHT "H" (FT.) MINIMUM EMBEDMENT DEPTH "D" (FT.) MINIMUM TOTAL LENGTH "L" (FT.) SHAFT DIAMETER "d" (FT.)MAX. SPACING (FT.)MAX ALLOWED DEFLECTION SOLDIER BEAM SCHEDULE OFFICE: REGISTE REDPROFESSIONAL EN GI NEER AINROFILACFOETATS No. S-5432 STRUCT U R A L K UR T M .FISCH ER TH E S E D R A W I N G S A N D A C C O M P A N Y I N G S P E C I F I C A T I O N S A S I N S T R U M E N T S O F S E R V I C E A R E T H E E X C L U S I V E P R O P E R T Y O F K U R T F I S C H E R S T R U C T U R A L E N G I N E E R I N G A N D M A Y N O T B E R E P R O D U C E D W I T H O U T T H E W R I T T E N P E R M I S S I O N F R O M T H I S C O M P A N Y . PROJECT NO. Kurt Fischer Structural Engineering Kurt Fischer Engineering Structural 17547 VENTURA BLVD, STE 305 ENCINO CA 91316 www.kfseng.com kfischer@kfseng.com (818) 874-1445 "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL SHEET GRADING PLANS FOR: GR2021-0039 APPROVED: ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DWN BY: CHKD BY: RVWD BY: CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS DRAWING NO. 17 05 - 0 1 - 2 0 2 3 0 3 : 1 9 : 1 4 ROMERIA POINTE APARTMENTS SDP-2018-0004 SHORING PLAN Au t h o r 15 7527 ROMERIA ST, CARLSBAD, CA 92009 534-1A JASON S. GELDERT TH E S E D R A W I N G S A N D A C C O M P A N Y I N G S P E C I F I C A T I O N S A S I N S T R U M E N T S O F S E R V I C E A R E T H E E X C L U S I V E P R O P E R T Y O F K U R T F I S C H E R S T R U C T U R A L E N G I N E E R I N G A N D M A Y N O T B E R E P R O D U C E D W I T H O U T T H E W R I T T E N P E R M I S S I O N F R O M T H I S C O M P A N Y . MBIAM ; / -., ~ \ "-- 7~----._><:•' / + + 1 'E'IJ I I I I I I ::1wz/ /// , -i 'I , I I I /I ' :1 /-'\ \> __ ) I I I I I I -'~ ',, / / / /0 r ------ '\, --- ; •,\ / ___ / ,,• \ - ~ I -----\\ \ \_,\ ,_\, ~ \'· .,/ ,,.---.··: - ------- k s I I I I I I I I I I I --I I I I I I I I I I I I I r/ I 11, I 111 I 111 1,1 \11 \11 DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 CONC SLAB PER STRUCT CONC SLAB PER STRUCT CONC WALL PER STRUCT 1 11:1 PLANE FROM PROPERTY LINEGRADE BEAM PER STRUCT PILE PER STRUCT PROPERTY LINE PER CIVIL 12" FOR INSTALLATION OF DRAINAGE AND BACKFILL 4' - 0 " M A X 10'-0" PER CIVIL BASEMENT WALL PER STRUCT GRADE BEAM OR FOOTING PER STRUCT PILE WHERE OCCURS PER STRUCT PL PER CIVIL BIOFILTER PLANTER PER CIVIL PLANTER WALL, SEE 534-5A PER SCHEDULE SHAFT DIA. "d" 5'-0" PER CIVIL GC T O C O O R D I N A T E TO T A L P I L E L E N G T H SOLDIER BEAM PER SCHEDULE 1:1 PLANE OF TEMPORARY EXCAVATION LAGGING PER GENERAL NOTES GRADE PER CIVIL MI N I M U M E M B E D D E P T H " D " P E R P L A N MA X R E T A I N E D H E I G H T " H " P E R S C H E D U L E ELEVATED SLAB PER STRUCT 3" C L R . 1 1 1:1 PLANE FROM ADJ PROPERTY FOUNDATION PL (E) ADJ BUILDING 3' - 0 " M A X . , G C T O V E R I F Y PER CIVIL REMOVE AND RECOMPACT WHERE INDICATED BY THE SOILS ENGINEER 1:1 FROM R&R EXCAVATION WHERE REQUIRED BY THE SOILS ENGINEER PROPERTY LINE SHORING SOLDIER BEAM PER SCHEDULE LAGGING PER SHORING GENERAL NOTES. PROVIDE MIN 2" BEARING GC TO COORDINATE EXACT LOCATIONS MAX SOLDIER PILE SPACING (PER PLAN) CL SOLDIER PILECL SOLDIER PILE BACK-FILL WITH SLURRY TO ACHIEVE FULL BEARING (WHERE OCCURS) SHAFT, TYP. CHIP OUT SHAFT BACKFILL TO PLACE LAGGING. BACKFILL ALL VOIDS BEHIND LAGGING WITH SLURRY PE R C I V I L PE R C I V L . G C T O C O O R D I N A T E PROPOSED PLANTER WALL, SEE 17 2" MIN, TYP 1/2" = 1'-0"16 1 TYP.SHORING OPEN CUT SECTION 1/2" = 1'-0"16 3 DETAIL 3/4" = 1'-0"16 2 TYP. SHORING PLAN FRONT FLANGED SOLDIER BEAM OFFICE: REGISTE REDPROFESSIONAL EN GI NEER AINROFILACFOETATS No. S-5432 STRUCT U R A L K UR T M .FISCH ER TH E S E D R A W I N G S A N D A C C O M P A N Y I N G S P E C I F I C A T I O N S A S I N S T R U M E N T S O F S E R V I C E A R E T H E E X C L U S I V E P R O P E R T Y O F K U R T F I S C H E R S T R U C T U R A L E N G I N E E R I N G A N D M A Y N O T B E R E P R O D U C E D W I T H O U T T H E W R I T T E N P E R M I S S I O N F R O M T H I S C O M P A N Y . PROJECT NO. Kurt Fischer Structural Engineering Kurt Fischer Engineering Structural 17547 VENTURA BLVD, STE 305 ENCINO CA 91316 www.kfseng.com kfischer@kfseng.com (818) 874-1445 "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL SHEET GRADING PLANS FOR: GR2021-0039 APPROVED: ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DWN BY: CHKD BY: RVWD BY: CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS DRAWING NO. 17 05 - 0 1 - 2 0 2 3 0 3 : 1 9 : 1 5 ROMERIA POINTE APARTMENTS SDP-2018-0004 SHORING DETAILS Au t h o r 16 7527 ROMERIA ST, CARLSBAD, CA 92009 534-1A JASON S. GELDERT TH E S E D R A W I N G S A N D A C C O M P A N Y I N G S P E C I F I C A T I O N S A S I N S T R U M E N T S O F S E R V I C E A R E T H E E X C L U S I V E P R O P E R T Y O F K U R T F I S C H E R S T R U C T U R A L E N G I N E E R I N G A N D M A Y N O T B E R E P R O D U C E D W I T H O U T T H E W R I T T E N P E R M I S S I O N F R O M T H I S C O M P A N Y . MBIAM -t ~ I ' --- I ' ' _\\ I L / --- I • -I_ -1 '1 I -1 Ii I ! I I I_ ! I I I ' ''. ,, ' ?' -., ~ ·_ \' ,·, ,, "'_., • .:I ,, : " ,1 .· ,, . ,, I V k s ' I 11 I I I I ·-•-_-I ' ------,,.---------------------------------- I I I ' ' ' ' ' ' ' ' ' ' ' / , o. S5432 "11,STR11 c\ll~"'~ t OF c ~1.1\0 ------------ -\ DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023 BASEMENT WALL PER STRUCT SOG PER STRUCT GRADE BEAM PER STRUCT PILE PER STRUCT WIDTH PER PLAN, MIN 5'-0" 2' - 0 " M I N . 14 " P E R C I V I L FILL PER LANDSCAPE TEMPORARY SHORING PILE 1 1 PER CIVIL PL PER CIVIL GRADE PER CIVIL 1:1 PLANE FROM BOTTOM OF ADJ PROPERTY FOUNDATION, GC TO NOTE ANY LOCATION WHERE PLANTER WALL EXTENDS BELOW 8" CMU WALL W/ #5 @ 8" VERT & #5 @ 16" HORIZ DOWEL TO MATCH WALL REINF #5 @ 12" O.C. LONG EA WAY T&B "l d " T Y P DRAINAGE PER CIVIL WATERPROOFING WHERE OCCURS PER ARCH OR CIVIL BASEMENT WALL PER STRUCT SOG PER STRUCT GRADE BEAM PER STRUCT PILE PER STRUCT WIDTH PER PLAN, MIN 5'-0" 2' - 0 " M I N . 14 " P E R C I V I L FILL PER LANDSCAPE GRADE PER CIVIL 8" CMU WALL W/ #5 @ 8" VERT & #5 @ 16" HORIZ DOWEL TO MATCH WALL REINF #5 @ 12" O.C. LONG EA WAY T&B "l d " T Y P WATERPROOFING WHERE OCCURS PER ARCH OR CIVIL BASEMENT WALL PER STRUCT SOG PER STRUCT GRADE BEAM PER STRUCT PILE PER STRUCT WIDTH PER PLAN, MIN 5'-0" 2' - 0 " M I N . 18 " P E R C I V I L FILL PER LANDSCAPE GRADE PER CIVIL 8" CMU WALL W/ #5 @ 8" VERT & #5 @ 16" HORIZ DOWEL TO MATCH WALL REINF #5 @ 12" O.C. LONG EACH WAY T&B "l d " T Y P 1 1 TRAFFIC SURCHARGE TO BE APPLIED BELOW 1:1 PLAN FROM BOTTOM OF GRADE BEAM 1' - 6 " M A X WATERPROOFING WHERE OCCURS PER ARCH OR CIVIL WIDTH PER PLAN 2' - 0 " M I N . 6" P E R C I V I L FILL PER LANDSCAPE GRADE PER CIVIL5 17 8" CMU WALL W/ #5 @ 8" VERT & #5 @ 16" HORIZ "l d " T Y P DOWEL TO MATCH WALL REINF #5 @ 12" O.C. LONG EACH WAY T&B FLATWORK PER CIVIL WATERPROOFING WHERE OCCURS PER ARCH OR CIVIL WIDTH PER PLAN 2' - 0 " M I N . 6" P E R C I V I L FILL PER LANDSCAPEFLATWORK PER CIVIL 4 17 GRADE PER CIVIL 8" CMU WALL W/ #5 @ 8" VERT & #5 @ 16" HORIZ DOWEL TO MATCH WALL REINF #5 @ 12" O.C. LONG EACH WAY T&B "l d " T Y P 100 PSF TRAFFIC HORIZONTAL SURCHARGE APPLIED FULL LENGTH OF WALL WATERPROOFING WHERE OCCURS PER ARCH OR CIVIL OPEN END BLOCK (2) #5 VERT. (MIN.) BREAK SHELL FOR FLOW OF GROUT (2) #5 VERT. (MIN.) OPEN END BLOCK PLAN - 6" OR 8" C.M.U. Ld TYP. (24" MIN.) CENERLINE OF VERT CONTROL JOINT PROVIDE 4' LONG GREASED DOWELS TO MATCH WALL REINF. RAKED BACKED MORTAR PLAN VIEW TENSION LAP SPLICE SCHED OFFSET & SPLICES STANDARD HOOK DETAILS FOR STIRRUPS & TIES STANDARD HOOK DETAILS FOR PRINCIPAL REINF. 2500 PSI CMU f'm2000 PSI CMU f'm 15 59 20 31 15 39 20 25 1-LAYER 1500 PSI CMU f'm 153 121 80 101 79 53 SOLID GROUTED CMU DEVELOPMENT LENGTH (ld) / LAP SPLICE 1. LENGTHS SHOWN ARE FOR GRADE 60 UNCOATED BARS. 2. LENGTHS SHOWN ARE IN INCHES. 3. BAR BUNDLES ARE NOT ALLOWED "a" IS THE CLEAR COVER "b" IS THE CLEAR SPACING "db" IS THE BAR DIA. MIN. BEND DIA. (STIRRUPS & TIES) BAR D #3 1-1/2" #4 2" #5 2-1/2" #6 4-1/2" MIN BEND DIA. (PRINCIPAL REINF.) D = 6db FOR #3 THRU #8 D = 8db FOR #9 THRU #11 BAR SIZE #3 #6 #4 #5 #9 #8 #7 13 34 17 22 87 69 46 13 51 17 27 132 105 69 12 30 16 20 78 62 41 12 46 16 24 118 94 62 12 d b "D" "d b "4db OR 2-1/2" TIE WIRE 6 1 MAX 6db FOR #3 THRU #5 12db FOR #6 THRU #8 2½ " M I N . 6d b "D" "d b " "db""b" "a" "a " 1. LENGTHS SHOWN ARE FOR GRADE 60 UNCOATED BARS. 2. LENGTHS SHOWN ARE IN INCHES. 3. BAR BUNDLES ARE NOT ALLOWED.2½" MIN.6db1-LAYER 1-LAYER2-LAYER 2-LAYER 2-LAYER NOTES: WHERE: NOTES: 1/2" = 1'-0"17 1 DETAIL 1/2" = 1'-0"17 2 DETAIL 1/2" = 1'-0"17 3 DETAIL 1/2" = 1'-0"17 4 DETAIL 1/2" = 1'-0"17 5 DETAIL N.T.S.17 6 TYP. CMU WALL REINF & WALL INTERSECTION & CORNER N.T.S.17 7 TYP. CMU CONSTRUCTION JOINT DETAIL N.T.S.17 8 TYP. MASONRY REINF. TENSION LAP SPLICE SCHEDULE OFFICE: REGISTE REDPROFESSIONAL EN GI NEER AINROFILACFOETATS No. S-5432 STRUCT U R A L K UR T M .FISCH ER TH E S E D R A W I N G S A N D A C C O M P A N Y I N G S P E C I F I C A T I O N S A S I N S T R U M E N T S O F S E R V I C E A R E T H E E X C L U S I V E P R O P E R T Y O F K U R T F I S C H E R S T R U C T U R A L E N G I N E E R I N G A N D M A Y N O T B E R E P R O D U C E D W I T H O U T T H E W R I T T E N P E R M I S S I O N F R O M T H I S C O M P A N Y . PROJECT NO. Kurt Fischer Structural Engineering Kurt Fischer Engineering Structural 17547 VENTURA BLVD, STE 305 ENCINO CA 91316 www.kfseng.com kfischer@kfseng.com (818) 874-1445 "AS BUILT" RCE EXP.DATE REVIEWED BY: INSPECTOR DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL SHEET GRADING PLANS FOR: GR2021-0039 APPROVED: ENGINEERING MANAGER RCE 63912 EXPIRES 9/30/24 DATE DWN BY: CHKD BY: RVWD BY: CITY OF CARLSBAD ENGINEERING DEPARTMENT SHEETS DRAWING NO. 17 05 - 0 1 - 2 0 2 3 0 3 : 1 9 : 1 6 ROMERIA POINTE APARTMENTS SDP-2018-0004 PLANTER DETAILS Au t h o r 17 7527 ROMERIA ST, CARLSBAD, CA 92009 534-1A JASON S. GELDERT 3.BAR BUNDLES ARE NOT ALLOWED N.T.S.17 8 TYP. MASONRY REINF. TENSION LAP SPLICE SCHEDULE SHEET NO. 2 TH E S E D R A W I N G S A N D A C C O M P A N Y I N G S P E C I F I C A T I O N S A S I N S T R U M E N T S O F S E R V I C E A R E T H E E X C L U S I V E P R O P E R T Y O F K U R T F I S C H E R S T R U C T U R A L E N G I N E E R I N G A N D M A Y N O T B E R E P R O D U C E D W I T H O U T T H E W R I T T E N P E R M I S S I O N F R O M T H I S C O M P A N Y . MBIAM • • • 1-- • • • . . • • I / I tf'- J I I I I I I -----=-=-TT - I I \ +---+ ===t---'.\ ,, _ .. ·;'./ I • • / ' \ /_J • .I • • • • ~-. -I • ----- / .. • • • • • • • • • ; f. - [ -, - [\ ---- ~'~ ~ /·;/1~1 ,c:.2_ // • • I I I I I I I I I ' I I IT + k s r r:-____ _j' j ' ' ' ' ' ' L ' '--·1··· -----r·,---,--I I I • • I • • • • 't-1----_J,,_/ --~ __ __j! /. / - • I / i/ I • • • I I I I I I I • l j --T/ I • I ~;// I I I I I • I • DocuSign Envelope ID: F04BA7A4-0F19-4C8E-82A6-5B1270BC78EC 6/28/2023