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HomeMy WebLinkAboutDWG 488-7A; SDP 15-04; AVENIDA ENCINAS PARKING EXPANSION; 01-08_J . ·•·· .------------------------------------------------------------------,· GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS 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 [!OES NOT RELIEVE . THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCT/ON. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF •CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE _MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE . A RA TING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY' "BESTS" KEY RATING GUIDE. 6. NO WORK SHALL BE COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES, 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 WITHIN THE REVISION BLOCK, ON THE , APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9.1 ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND 07HER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCT/ON. 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, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACT/ON REPORT AND COMPLIANCE VERIFICATION REGARDING ADHERENCE TO RECOMMENDA T/ONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDA/ICE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIF/CATIONS " ATTACHED TO 7HE PRELIMINARY · SOILS INVEST/GA T/ON. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRIJC110N MEETING SHA/ I BE , HF/ D AT THE SITE PRIOR TO . THF BEGINNING OF WQRJ< AND SHAii RF ATTFNom BY All BEPRESFNTATIVFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION, TESTING AND ALL OTHER 'ASP(CTS OF TH[ WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON MEETING BY CALL,NG THE INSPECTION LINE AT (760) 438-3891 AT LEAST F/VE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIME FOR THE PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT 7HE MEETING. 15. ALL INSPECTION REOUFSTS 07HFR THAN FOR PRECONSTRUCTION MEETING Wll I BF MADE RY CAI /ING THE FNGINEER/NG 24-HOIIR INSPECTION RFOl/fSI I /NF AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER \ :i;: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS 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 B[ SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE 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 PROTECT/ON FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA TION 7HEREIN. 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 RFGISTEFIED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF 7HE 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 APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF 7HE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE /MMEDIA TEL Y AND THE PERMITTEE WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE C/TY ENGINEER TO DO SO. . 1 • 20. ALL OPERA T/ONS CONDUCTED ON THE SITE OR ADJACENT 7HERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, . DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHALL BE LIMITED TO 7HE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY 7HRU 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 ITHE 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. TH[ CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERA T/ON. 23, BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY 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 HAVE: A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED .AND APPROVED SWPPP· AND/OR SET OF EROSION CONTROL PL/\NS. 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 CONDIT/Of/. ALL STONES, ROOTS OR 07HER 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 GRl)DE 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, DRAW/NG NO.--~-, AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. L : i ,, ,I I, i : I □:\DRAWING FlLES\TITLE SHEETS\GRADING llll.E SHEET.DWG REVIS£D.:06/25/15 I 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLA(-IS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA TION PLANS AND TH£: IMPROVEMENT PLANS AS REQUIRED FOR 7HIS WORK IN ACCORDANCE Wl7H THE Li1NDSCAPE MANUAL TIME REQUIREMENTS. I 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL I 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 CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) WITHIN THE PROJECT SITE SUFF/CIENTL Y 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. 32. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES AND SHALL COORDINAT[i THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)411-7343 AT&T (800)892-0123 TIME WARNER CABLE (760)438-7741 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 D/EGU/TO WATER DISTRICT (760)633-2650 'LEUCADIA WASTEWATER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 'OLIVENHAIN WATER DISTRICT (760)753-6466 *BUENA SANITATION DISTRICT (760)726-1340 x/330 *AS APPROPR/A TE 33. 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 IN PROGRESS {15.16.120 A.BJ CARLSBAD MUNICIPAL CODE. 8. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO 7HE CITY ENGINEER VIA THE PROJECT INSPECTOR /15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE W/7H CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUILT GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. ( 4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY. 34. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. 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 5A TISF ACTION OF THE CITY ENGINEER. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HAV[ EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF 7HE PROJECT AS DEFINED IN 5ECTION 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 SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: HOWES, WEILER AND ASSOC/A TES ADDRESS: 2888 LOKER AVENUE EAST. SUITE 218 CITY, STATE: CARI SBAD CA 92010 ~~LEP_:t~~=#-2~ 7WALTER H. BROWN DATE: "'1-/t 5 lj ~ 7 ' R.C.[. NO.:_C_-_3_6_19_1 ____________ _ REGISTRATION EXP/RATION DA TE: ~0=6~/=3=0/~2=0~16~---- SOILS ENGINEER'S CERTIFICATE /, DAN T. MATH, GE #2665 , A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DA TES OF MARCH 30 , 20 15 AND .==c----==cc----==--=' 20 __ . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED JO--THcr.°?FFICC-F THE CITY ENGINEER. ~ • ?-OfESS/Q SIGNED: ,=-,--,;c,i,---!;cc;c;,==;,;;cc""""'------------i!5'? \. T w-,,, c: DAN T. MA IA, GE t;-" s:,.'<;.. . 4/.; % G.E./P.E. NO.: _ _,_N.,_,0"'.2"'6'-"6"-5 _________ _ ---~ _.>.. ~ g} o N0.2665 -;: '/iJ DATE: ---~3/~3~0L/~20_1~5 ________ _ LICENSE EXP/RATION DA TE: 12/31/16 OWNE.lfS CERTIFICATE I ( WE ) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER-ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THIS SITE. IF THIS PROJECT/DEVELOPMENT IS SUBJECT TO A STATE- REGULA TED SWPPP, I (WE) ALSO AGREE A QUALIFIED SWPPP PRACTITIONER (QSP) HAS BEEN OR WILL BE RETAINED TO SUPERVISE IMPLEMENTATION OF THE SWPPP IN ACCORDANCE WITH THE CALIFORNIA CONSTRUCTION ORDER AND MUNICIPAL PERMIT, LA TE~S~ON/_.o -=R,_,,,I ./ ~~-~ 1/1 V ,.:;/,z..7/14::, LINCOLN PROPERTY COMPANY -BRIG BLiff'K-SR. V.P. ' DA fE SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY GROUND --METHODS FROM INFORMATION GATHERED ON AUGUST 5 20..12__ BY GOLD COAST SURVEYING INC. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA T/ONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) 210-170-14&16 THE CALIFORNIA COORD/NA TE INDEX OF THIS PROJECT IS: N 33.123' E 117.325' EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT BRIG BLACK AT 619-230-8885 (PhONE NUMBER) 2. EQUIPMENT AND WORKEfiS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCA T/ONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. FOR PROJECTS COVERED BY STATE SWPPP/WDID, IN ACCORDANCE WITH THE CONSTRUCT/ON ORDER ISSUED BY Tl£ CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD, THE QUALIFIED SWPPP PRA7TITIONER (QSP) SHALL UPDATE AND MAINTAIN THE WATER POLLUTION CONTROL (WFC) PLAN TO ADDRESS UPDATED SITE CONDITIONS OF THE PROJECT. 7HE 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 SI/PPP SHALL BE PROVIDED TO ADDRESS SITE CONDITIONS NOT ANTIC/PA TED. THE QSP 9'/ALL REPORT BMP DEFICIENCIES TO THE CITY INSPECTOR. THE QSP SHALL OBTAIN APPPOVAL FROM THE QUALIFIED SWPPP DEVELOPER AND THE CITY INSPECTOR REGARDING AVY 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. 7HE CONTRACTOR SHALL INST,i\LL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE C/JY 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 CONCLUSJ,)N 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 FORTY PERCENT (40%). SILT ANO OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE. 11. SHOULD GERM/NATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (901/: COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH SJf?AW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND S6DIMEN'. CONTROL HANDBOOK OF THE DE:PARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA T/ON SHALL BE INSTALLED AND MAl~TAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAr ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FcET 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 LANDSCAP/N;) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO iHE PUBLIC. c. HAVE ANY ~PEG/AL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRINTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SH.ILL BE IRRIGATED IN ACCORDANCE WITH 7HE FOLLOWING CRITERIA: 1. ALL SLOPES THA' ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EGHT 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 JI-/AN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION4L SYSTEM OF LOW PREC!P/TA T/ON SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TED AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PRO'IIDE /RR/GA T/ON TO THE Cl TY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARONG 7HE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. /RR/GA T/ON SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE ,ROWTH OF 7HE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL 70NSIST 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 ~CRE OF A,:'H/LLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PF'/ ACRE OF 0/MORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS W-,ERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC S/REET OR RESIDENTIAL STRUCTURES h. ITEM a OF T/-1/S SUBSECTION MUST BE INOCULATED WITH A NITROGEN F/!ING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCAST/NG BEFORE HYDROSEED/NG. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERT/FICA TION TAG ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEED 3.URRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULG-i (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEHED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NAT/ON OF: a. TRACK WALKNG SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFF/CIEN TL Y 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 rHE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA '.URA TED SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING S4LINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROW7H. E. HYDROSEEDED AREAS SHA'.L BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT IS PERMANEIITL Y LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. PAVING THICKNESS EARTHWORK QUANTITIES D SOIL R-VALUE IS 20 CUT: 545 CY 4" A.G. OVER 15" A.B. FILL: 49.4 CY IMPORT: 0 CY EXPORT: 0 CY REMEDIAL; ___ CY VICINITY CITY OF OCEANSIDE HIGHWAY, _?a MAP NOT TO SCALE WORK TO BE DONE THE GRADING WORK SHALL CONSIST OF· THE CONSTRUCTION O.C ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BU/LT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON THIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CA T/ONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON 7HESE PLANS. THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIR,CTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEER/NG STANDARDS 3. THIS SET OF PLANS 4. RESOLUTION NO. SDP 15-04 DATED JULY 14 2015 5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCT/OIi (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDATIONS ay~c~i~E~l~N=C·~------ -----DATED MARCH 30, 2015 PROJECT SITE 7. THE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDIT/0//S DATED CDP 15-08 JULY 14 2015 [H PACIFIC OCEAN L..\..._ r, \ CITY OF ENCINITAS ~ - LEGEND DESCRIPTION SECTION 1 -EARTHWORK CLEAR AND GRUB EXCAVATE AND EXPORT EXCAVATE AND FILL SUB DRAIN ( 4" DIAMETER) MASONRY RETAINING WALL CONSTRUCTION FENCING MISCELLANEOUS DRAINAGE DRAINAGE DITCH CONNECT TO EXISTING S.D. SECTION 3 -SURFACE IMPROVEMENTS CURB & GUTTER REMOVAL AND DISPOSAL DWG.NO. SYMBOL SHT 5-8 D-75, SHT 5 => POROUS AC PAVING (2" SURFACE) l>.~'A,,;'J PAVING SUBGRADE PREPARA T/ON AGGREGATE BASE (AB) 6" PCC CURB G-6 BROW DITCH CENTERLINE RETAINING WALL CENTERLINE UNDERGROUND DRAINAGE CENTERLINE PROPERTY LINE EXISTING MAJOR CONTOUR LINE EXISTING MINOR CONTOUR LINE FINISHED SURFACE BOUNDARY RETAINING WALL FOOTING LIMITS OF WORK RETAINING V/ALL X=DETAIL OR SECTION NUMBER N=SHEET NUMBER EXISTING LIGHT EXISTING UTILITIES VAULT MANHOLE VALVE EXISTING INLET TREE PROPERTY LINE F/N/SHfD GRADE FINISHED SURFACE FLOW LINE TOP OF WALL TOP OF CURB INVERT ELEVATION SAN DIEGO REGIONAL STANDARD DRAWING BENCH MARK ---400--- -------401 ......... wJ 1 1 1 1 I ~ * D 0 □ 0 Ir_ FG FS FL TW TC IE SDRSD DESCRIPTION: POINT 138 CITY OF CARLSBAD SURVEY CONTROL LOCATION: AS SHOWN ON R.O.E. 17871 2.5"¢ DISC STAMPED CLBD-138 LS6215 /N.D. f RECORDED: FEBRUARY 8 2002 -FILE NO. 1002-0112862 ELEVATION: 74.92 ?ATUM: NGVD 29 QUANTITY 4200 SF 275 CY 77 CY 552 LF 1719 SF 400 LF 237 LF 1 EA 116 LF 2584 SF 2584 SF 2584 SF 90 LF 9. ENVIRONMENTAL APPROVAL DOCUMENTS RECORDED JULY 27 2015 10. STORM WATER POLLUTION PREVENTION PLAN SW 15-397 PREPARED BY WAUD FARRUKH DATED 12/11/2015 SW NJ. 15-397 WDID NO. ~DING ,.._;l,9 11. STORMI.WATER MANAGEMENT PLAN PREPARED / .,.,/,. _,, BY N_A DATED N_A SWMP ND.--'---~"'~- 12. CALIFORNIA STORM WATER QUA°LITY ASSOCIATION BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCT/ON SIT~ Ei,Mf. ""MANUAL. INDEX OF SHEETS 1. 2. 3. TITLE SHEET EXISTING CONDITIONS PLAN PROPOSED PARKING PLAN 4. PLAN AND PROFILE 5. DETAILS AND SECTIONS 6-8. STRUCTURAL PLANS LEGAL DESCRIPTION PARCEL A OF MAP NO. 15906 IN THE THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, DECEMBER 14, 1989 AS FILE NO. 89-677164, OF OFFICIAL RECORDS. APN: 210-170-14-00, 210-170-16-00 PROJECT ADDRESS 5999 AVENIDA ENCINAS CARLSBAD, CA 92008 DEVELOPER NAME: BRIG BLACK 600 8 STREET SUITE 2480 ADDRESS: SAN DIEGO, CA. 92101 PHONE NO.: 619-230-8885 REFERENCE DRAWINGS SDRSD NO. 0-75 SDRSD NO. G-6 POST-CONSTRUCTION BMP TABLE STORM WATER REQUIREMENTS THAT APPLY: EXEMPT FROM HYDROMODIF/CATION? STANDARD STORM WATER REQUIREMENTS PRIORITY PROJECT REQUIREMENTS TYPE POROUS PAVEMENT DESCRIPTION PARKING LOT OWNERSHIP LINCOLN PROP. CO. HowesWeller ... /4.~~~!~~~,~~.,.::,, .. , ___ _ Tei. 760.929.2288_ Fiix. 760.929.2287 EmaiL info@hwpianriil1'\'.f.CQm· 28SB LOKER AVENUE EAST SU_ITE 21?, CARLSBAD, CA, 92010 w:ww.hwµlann1ng.corn ~ YES (SEE CITY OF CARLSBAD FORM E-34) □ NO MAINTENANCE AGREEMENT OWNER AND BMP AGENT JD_ INSPECTOR SHEET NO. 4-5 MAINTENANCE FREQUENCY Bl MONTHLY & AFT£R MAJOR STORM EVENT "AS BUILT" I /1" /-,_o, "I J t DATE I L-1?-lf DAT£ l---+---1------------+---+--+---+----i I SHE1 ET I CITY OF/CAR LS BAD I SHESETS I ENGINEERING DEPARTMENT :::G~R;::A:;D:;IN:;G~P;LAN:;:;S;=;F;O;R=: =========-'=== AVENIDA ENCINAS -PARKING EXPANSION 5999 AVENIDA ENCINAS CARLSBAD, CA 92008 TITLE SHEET ® APPROVED:O,,...._,..,, () 14 JASON S. GELDERT ~ ~ 'V 5,1.f· 2Dlb CITY ENGINE2R RCE 63912 EXPIRES 9/30/16 DATE /1\ DATE INITl,AL ENGINEER OF WORK REVISION DESCRIPTION DWN BY: "lJL PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ~() OTHER APPROVAL CITY APPROVAL RVWD BY: SDP 15-04 488-?A . ' i ' I I ii ' I, i ' I , !' 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IRON PIPE r1RAFl7C BOX / ;~i :/ ( REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I SH~ET] GRADING 0 SCALE: 1" = 20' 20 40 LE1==:j::::::::::::::::=1FEET "AS BUILT" ;j') 1/1,-, /"Jo 1'1 q/z.o/,tJ2& l P.E. z(c.i,; EXP. DATE ! ...., I REVIEWED B~L /-17-17 d/¼ _, "v/ 77V ?I_, I INSil'ECTOR DATE II CITY OF C'ARLSBAD I SH~ETS I ENGINEERING DEPARTMENT PLANS FOR: AVENIDA ENCINAS -PARKINIG EXPANSION 5999 AVENIDA ENCINAS CARLSBAD, CA 92008 EXISTING CONDITIONS PLAN SHEET APPROVED: t;/ , I I ' I JASON S. GELDERT '.j ,L, / 5, 'I, ZD/6 J1<1,w..,l V ENGINEERINGYMANAGER RCE 63912 EXP. 09/30/16 DATE DRWN BY: MDZ PROJECT NO. DRAWING NO. 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'&, ' ''!<Cf! 1'r"' ' -\" "'0"' '' ' 8"X12'X16" CMU RITAINING WALL WITH SAFETY RAILING SEE DETAIL A5 ON SHEET 5, AND SEE SHEETS 6-8 .. , ·. . , . ,, '1 I l4" PERFORATED SUBDRAIN SEE DETAIL C5 ON SHEET 5 ---------------------------------------- ---- ----=-= =--=--------·--------·-------~---------------------=---=---. . . ,. PROPOSED 18" WIDE BROW DITCH SEE DETAIL D5 SHEET 5 ------------------<------- TOP OF RETAINING WALL FOUNDATION -----~-------- JOSAM #21504-Z LARGE SUMP ROOF DRAIN (TYP.) TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY POROUS 2557 SF PAVEMENT . . .. s \: _:: -\ ' \9.00 ~~_!~!lB(rY!J >;) ' > , ~~: . i:o/r"(t(Pj;_0_~:'__:'__~s:,'.'4:ss· ~-c'~· :,~~"'._::__~~ _6" CUR~-(~.) __ ~-~-·~~-q1~~-~~~7 i MATCH TO EXISTING CURB 1 I cc-sec <c'czcO·"~~t:J.' '=-¾1 c;:l;:?';, [ 0: ~~"' °' <cS . ~ "' w B-1 6" CURB PER 24' X 8.5' (TYP.) PER CITY OF BE REMOVED POROUS PAVEMENT THROUGHOUT NEW BE REMOVED EXISTING CURB TO BE REMOVED SDRSD G-6 CARLSBAD PARKING REQUIREMENTS PARKING FIELD Sff DETAIL @S EXIST \]7 AC POROUS PAVEMENT THROUGHOUT NEW PARKING FIELD SEE DETAIL C5 ON SHEET 5 EXISTING GRATED~ STORM DRAIN INLET ------\ )Iii .. ,, \\ I,,., \h "''"'"'·'~ ;7 V. ,,p'' ' . ' EXISTING 6" CYRB\ "~~"''"'"' ,. 12/11/15 WHB REDLINE REVSIONS AND CORRECTIONS ·•, ·, DATE INITIAL ' T~l. ?E0.929 2213£: Fa--:. 760. 929 22!3/ Em~1I. lrf,O,tUh;,,j:Jlar'.lling.com ENGINEER OF WORK RE</ISION DESCRIPTION J[,cj8-LCKl:RAVl:NUE 1::,<\:'.,j''.)JTTE 21?, C,'1J/L!at$Al), CA 92.0!.0 ',Vl'll'/.h'i,plm1rnng,com DATE EXIST AC INITIAL OTHER APPROVAL ~ EXISTING CURB SCALE 1" = 10' 0 10 20 FEET DATE INITIAL CITY APPROVAL BUI_ T 11 DATE 1-11--1 tt • INSPECTOR DATE I CITY OF CARLSBAD ENGINEERING DEPARTMENT GRADING PLANS FOR: AVENIDA ENCINAS 5999 AVENIDA ENCINAS PARKING EXPANSION CARLSBAD, CA 92008 APPROVED: ENGINEERINCYMANAGER DWN BY: MDZ CHKD BY: -;j~ RVWD BY: SHEET JASON RCE 63912 EXP. 09130 16 PROJECT NO. SDP 15-04 S. GELDERT 5 •'l•ltJII. DATE DRAWING NO. 488-7A IIH. I I t I I l ' ' ' ' \'! 8 nc;·1"1 UlJ. I \Q 0 ::0 ~ 2 G) z C s: m m :0 Cl :0 ~ z G) z C: s: m m :0 Cl ::J:J ~ 2 Gl z C s: ID m ::J:J 1 " 6" ROVIDE SAFETY RAILING AT ALL LOCATIONS WHERE THE TOP OF WALL IS MORE THAN 24" ABOVE ADJACENT PARKING SURFACE EXISTING SLOPE I i ' l /\/ON~ST/1-VC:TURAI.,., 8AC.KF:t:LL.. Rf.F'!:'R. ro qf:()"fECHllfICAL REpORT /JR LETTT<R FOR ACCEPTilNCf., STRUCTURAL BACKFILL PER SEC 303-3 SSPWC COMPACTED TO 90% RELATIVE DENSITY PERASTM METHODS D-1556 & D155 7 --·;·_I: i___--- : j i-j::::::f! ! -;,,_, ' . -/s~~1~:T~4s~~s~:~x;~~~-~~;;io~~c ' ; ' ' ' ' --' -' , , r-2 .. 1 O ;\" • " JOSAM #21504-Z LARGE SUMP ROOF DRAIN (TYP .) /ii'--'-.. ; ,; . 110·J; , 13 • <1"0-SGHE8-4(}.P-VG-SGl:IPPER-BPAGE8-20~0,&"8·&-A'F-EAGl+.,J0SAM·0RAIN7INVER'f-· UNDISTURBED NATVE SOIL ! ; 1=-~ l ' I ' ., ',,,-'.:-:-:1 ! : ;~~~ ·1c~b-ll\/l+I+i:GP..QF--dQSAM-Bl"EHIVE-GRA'FE-QR-4"-ABGVE-01'FGH-r;:L,&W61N!e,- --,_ i : . ! T 1 :i~~;--~l;{J ,.,. "'"-"""~""'J+_,t~~==!--4 EA-2' :~~~::;~:·~~:~~ ~: ~EALAN+~ER-S~i~~&SSP-WC- 1 ' ._:_ _ _:_ . ---•·;l·;-1,: ... J.:;-,·,_!____!...!.TTT-'"-rr;'-\ ·-! ! i, -. · ··· > ! l---1 i :·-2 ":~:~ -+-------~SEE RETAINING WALL DESIGN BY HTK STRUCTURAL ENGINEERS LLP SHEETS 6, 7 & 8 OF THIS SET 'cc--~~----t-;cUTSLOPE 4" 0 PVC PIPE CONFORMING TO SECS 207-17 & 306-7 SSPWC, ASTM 02729, ASTM 3034, & WIKTH ASDR 35 RATING ! i: 1J.f-~ 4"0 PERFORATED PVC PIPE CONFORMING TO SEC 306-7 SSPWC, ASTM D,729, ASTM 3034, ASTM F758 & WITH A SOR 35 RATING RETAINING WALL------1 HEIGHT VARIES ffi 8" ly]IN. 8" 18"MIN. ----·NON-SfRU<-11JRAt BAcKFil L. REr'ER TO (jJEfJ1Ef.HHJ:t: AL RiiPIJRT FOR. Al CfiPTANC £. ~3" 540-C-3250 CONCRETE OR 3" 2500 PSI AIR PLACED CONCRETE WTIH 3 X 6-W14 X W1 4 WWR BOTTOM MAY BE ROUNDED AT THE OPTION OF THE CONTRACTOR TYPE 'A' BROW DITCH (MODIFIED) S.D.R.S.D. DRAWING NO. D-75 B 5 TYPE 180N PER SEC 213-1 SSPWC INSTALLED AS SHOWN AND PER SEC 300-8 SSPWC 1" CRUSHED ROCK CONFORMING TO SEC 200-1.2 SSPWC --! i ·-- i i-----~--,i : i"""••--·--·1 · 1--~-1 -I l ; __ r I 1 ' ' :,. ,,-i .. ~--:-.---·,.-'~....1-:, . f !---. : '--'-· 1 ..... ___ :--=:~;-;~:l_;_J_j 4"0 PERFORATED PVC PIPE CONFORMING TO SECS 207-17 & 306-7 SSPWC, ASTM 02729, ASTM 3034, ASTM F75c & WITH A SOR 35 RATING 1--.:. __ i :.-;--i----;--~-i--TT-! --•i 1 1-- ~··-I \ •--. ~:-=~-~ : ! i ::~-l : --- , i ' ' .;----:--·1; -~-1.:1···--i::_ 6" PVC PIPE SLEEVE VARIES DO NOT GRO TOR SEA AN~IULAR SFACE 3" THICK POROUS ASPHALT CONCRETE CONFORMING TO SEC 203-15 SSPWC 12" OF 11/2" CRUSHED ROCK CONFORMING TO SEC 200-1.2 SSPWC ~~-VARIES 4"0 PERFORATED PVC PIPE CONFORMING TO SEC 306 7 SSPWC, ASTM 02729, ASTM 3034, ASTM F758 & WITH A SOR 35 RATING 1 '-1" 2" IVIIN. OF 11/2" CRUSHED ROCK BELOW PERFORATED PIPE, ROCK CONFORMING TO SEC 200-1.2 SSPWC NOTE: THIS PORTION OF THE TOP OF THE FOOTING SLOPES AT -3 00% AWPY FROM THE FACE OF WALL NOTE: THIS PORTION OF 1HE TOP OF THE FOOTING IS FLAT EXISTING PAVEMENT MATCH TO ELEVATION OF EXISTING PAVEMENT (TYP.) 4"0 NON-PERFORATED PVC PIPE CONFORMING TO SEC 306-7.7 SSPWC& WITH A SOR 35 RATING 4"0 PERFORATED PVC PIPE CONFORMING TO SEC 306-7 SSPWC, ASTM 02729, ASTM 3034, ASTIVI F758 & WITH A SOR 35 RATING EB RETAINING WALL AND POROUS PAVEMENT DRAJNAGE SYSTEM 2" PIPE CAP, GALVANIZED ,.--8' MAX ON CENTERS,---i 2"0 STANDARD WEIGHT GALVANIZED PIPE, 8' ON CENTERS BALL END TURNBUCKLE, 316 STAINLESS STEEL BY FEENEY ARCHITECTURAL PRODUCTS, OAKLAND, CA ~,,._ __ 1 I I ,----- SCREW-ON TURNBUCKLE --6-,, ~ BALL END 1,, 2 18" DRILL i" THROUGH DRILL 1t THROUGH & LIGHT CHAMFER 18" 1,, 2 ¾" 01X19 CONSTRUCTION TYPE 316 STAINLESS STEEL CABLE WITH CLEAR PVC COATING l-_j~=::;::=;----~" HIGH CEMENT MORTAR FILLET AT EACH 6" POST .. SECTION ffi CORNER POST RETAINING WALL SAFETY RAILING ·_>.-i '.: c-··_ ~ • •• 4 .. SECTION ffi LINE POST APPLICABLE FOR 12" TO 20" DEPTH 1" THICK HMA D2-PG64-10 PER SEC. 203 SSPWC EB TRENCH BACKFILL & PAVEMENT RESTORATION 11 AS DATE l---+--+------------t---t---t---t---i I SH5EET I CITY OF CARLSBAD I SHEETS I E~IG!NEER!NG DEPARTMENT 8 ~~~~~======::'...'.:=:== LMHJ US!: PLM,rnwrn AMO ENf . .U.JElrnlNG ,..__ Tfl. 760,929.D38 rax. 760.929.2287 Em,1il. infu@;"w;plann1ng.•~cm DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTIO~I OTHER APPROVAL 2888 LOKE.~ AVE-\lUCC E/\ST SUITE 217, CAR.LSB/1.D, CA 92.010 wwv1.hwp!:1nning.mn DATE l~IITIAL CITY APPROVAL GRADING PLANS FOR: AVENIDA ENCINAS -PARKING EXPANSION 5999 AVENIDA ENCINAS CARLSBAD, CA 92008 DETAILS AND SECTIONS SHEET DRWN BY: MDZ CHKD BY: -:'5/4!0 RVWD BY: PROJECT NO. SDP 15-04 DRAWING NO. 488-?A - 0 JJ ~ 2 Ci) z C: s: to m :.ti 0 D ~ 2 G) z C: $ ro m D 0 D ~ 2 Ci) z C $ 00 m :0 ABBREVIATIONS AB AN Cf.I OR 60L. T ABV ABOVE ADJ ADJACENT ALT AL TERNA TE ARCf.l'L ARCf.llTECTURAL BLD'C, BUILDING BLK BLOCK BLK'G BLOCKING BLH SELOH ElM BEAM 8N BOUNDARY NAIL BOTT BOTTOM 8Ru BEARINCi S'fHN SETHEEN 6& 801I, SIDES CAMEl CAMElER CANi'L CANTILEVER C.I.P CA&T IN PLACE C.J. CEILING JOIST CL CENTER LINE CLG CEILING CLR CLEAR CMU CONCPJcTE MASa!Rr COL COLUMN CONN CONNECTION CONT CONTINUOUS CTR CENTER/ED) d PENNY J.IEIGf.lT D .F. DOUGLAS FIR DIA DIAMETER DIAPf.l. DIAPf.lRAGM DIM DIMENSION do DITTO DP DEEP EA EA.Cf.I e:N EDGE NAIL EQ EQUAL E.5. EACf.l &IDE !EJ EXISTING FDN f'OUNDATION F.J. f'LOOR JOIST FN FIELD NAIL FT ( 'J FOOT (FEET! i'TG FOOTING GA 6AUGE G.E. C,ABLE END Gi6 GRADE BEAM GLB GLU-LAMINATED cll=AM G.T. GIRDER TRU&& HD HOLDOi,iN HDR flc:ADER HGiR HANGcR (fl! I--IORIZONTAL /.-IT Hl=IGHT IN/"! INCi-KE$! J&T JOIST K KIF'& K5 KING 5TUD LB <•!POUND& L5L TIMBER&TRAND BEAM L VL MICROLAM MAX MAXIMUM MB MACHINE BOLT MANUF. MANUFACTURER Ml&C MISCELLANEOUS MIN MINIMUM /N) NEY'I NT5 NOT TO SCALE O.C. ON CENTER FCP FOLINDo PER CU!SIC FT PERP PERPEND I CUL AR PL PLATE FLY PL Y[AIOOD P6L PARALLAM BEAl"i P.T. PRESSURE TREATED REF REFERENCE REIN!' REINFORCINC, REQ'D REQUIRED R.J. ROOI" JOl5l RR. ROOF RAFTER 6Cf.lED &Cfl~DULE 611"1 SIMILAR &PL &!"LICE SF. IN5P. SPECIAL INSPECTION 5 TRUC 5 TRUCTURAL HEl TOP AND BOTTO~' T K, TONGUE AND C,RCOVE T. PL TOP PLATE TYF TYPICAL UON UNU,55 OTHEl<WloE NOTED (VJ VERTICAL V.1.1' VERll'Y IN FIELD J.1/ WITH HT He'leif.lT GENERAL NOTES I. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND SITE CONDITION& PRIOR TO &TARTING HOl<K AND SI-IALL CONTACT THE ENGINEER OF RECORD IMMEDIATELY OF ANY Dl5CREPANCIE&. 2. USE PROVIDED DIMENSIONS FOR CONSTRUCTION. DIMENSIONS SHALL NOT BE SCALED FROM STRUCTURAL PLANS OR DETAIL&. CONTACT ENGINEER OF RECORD OR ARCl-llTECT FOR ANY Ml&&ING DIMENSIONS. 3. ALL OMl55I0N5 AND CONFLICTS BETl-lEl"N THE HORKING DRAHING& OR 5PECIFACATION6 Sf.lALL ElE BROIJ,:;flT TO Tf.lE ATTENTION OF THE ENGilNEER OF RECORD PRIOR TO FROCEDING J.IITH ANY AFFECTED i,sORK. 4. Tl-IE CONTRACTOR SI-IALL LOCATE ALL EXISTING UTILITIES PRIOR TO ElEGINNING !:XCAVATION6. 5. ALL MATERIAL5 AND CONSTRUCTION SHALL COMPLY HITf-1 THI: AFFLICAElLE BUILDING CODE LISTED IN THE DESIGN NOTES. b. CONTRACTOR &I-IALL SUBMIT ALL SHOP DRAWING& TO THE ENGilNEER OF RECORD PRIOR TO FA6RICATION AND INSTALLATION. 1. THESE DRAWING!& REF'RE5ENT THE FINISHED STRUCTURE AND DO NOT INDICATE THI': t-1!:AN5 OR ~lET!.:OD OF CONSTRUCTION. THE CONTRACTOR IS RE5PON516LE FOR ALL TEMPORARY ElRACING, SHORING AND &UPPORT NECESSARY TO ACHIEVE TH!c FINl&HED 6TRUCTURE. FOUNDATION NOTES I. 2. 3. 4. b. 1. 10. II. 12. SOIL& REPORT BY, $OILS REPORT NUMElER DE5IGN &OIL PRE&&URE, FOOTING DEFTf-1 ElELOH BUILDING PAD, ~ CTE 10-1241"" 2500 Peil' 6ELO~I EXERIOR GRADt', ~ 5U6RADE PREPARATION AND COMPACTION &HALL 6E IN ACCORDANCE WITH THE $OIL$ REPORT UNDER TJ..IE &UPERVl5I0N OI' THE G!EOTECf.lNICAL ENGINEER. FOOTING l:XCAVATIONS S!.:ALL BE KEPT FREE PROM LOOSE MATERIAL AND 5TANDING HATER EXCAVATIONS &HALL 6E CHECKED AND APPROVED Br TJ..IE GEOTECI-INICAL tNGINEER PRIOR TO PLACING CONCRETE TO ASSURE COMPLIANCE HITH Tl-iE 601L5 REPORT. FOUNDATION& MAY BE POURED AGA,IN&T STABLE SOIL Mf::lf.lOD OF 5UPFORTING REINFORCING FIFE 6LEEVE& MU&T ElE APPROVED Br Tl-IE STRUCTURAL ENGINEER. CONTRACTOR 6f.lALL PROT!:CT ALL UTILITIES ENCOUNTE:RED DURING o:XCAVATION AND EIACKFILLING. CONTRACTOR &!.:ALL BRACE OR PROTECT FROM LATERAL LOAD& ALL RETAININ<:, J.IALL5 UNllL RESTRAINING f'LOOR& CR SLAB& ARE IN PLACE AND HAVE ATTAINED FULL 5TRENGTf.l. ALL HOLD OWN$ Sf.lALL Bl' TIED IN PLACE PRIOR TO FOUND A noN INSPECTION. ANC!.:OR ElOLT5 !:MALL 6E •1•"• WI 7" MINIMUM EMElEDMENT INTO CONCRETI: W ¼"x3"x3" PLATE v-lASHER5. MINIMUM ATTACHMENT FOR c'XTERIOR HALLS 61-lALL BE '>o"• ANCHOR ElOLT&@ b0" O.C. UON ON PLANS. MINIMUM ATTACHMENT FOR INTERIOR HALL$ SHALL 6E ½,"• 1TH RAMSET/REDHEAD &HOTPIN (ICC-E6R ...,) <> 32" O.C. LION ON PLAN&. CONCRETE NOTES (CBC CHAPTER 19) I. ALL CONCRETE WCi;l< 6l-4ALL CONFORM TO THE REQUIREMENT& OF ACI 301, EXCEPT AS MODIFIED El"!' Tl-4E&E NOTES. 2. CONCRETE &HALL !31: sr ANDARP WEIGHT CONCRETE (145 PCFJ AND 11AVE THE FOLLOWING ULTIMATE COMPRE$SIVE 5TRENGTI-I AT 2B DAY&, A. FOOTING$, Woe> PSI 6. $LAB ON GRADE, P&I C. GRADE ElEAM&, PSI D. ~lALL& Efil E. COLUMN& P&I F. CIP ElEAM6/6LAB F&I G. PO& T TEN&ICN &LAB P&I 3. CEMENT &HALL CONFORM TO A6TM C-I50, TYPE I OR TYPE II. 4. ,<\,:;c;REGATES &HALL CONFORM TO A&111 C-33 FOR NORMAL HEIGHT CONCR!aTE AND A&TM C-330 FOR LIGil-lTHEIGi>-IT CONCRETE. r,_ READY MIX CONCRETE &HALL CONFORM TO A5111 C94. b. ADrllXTLIRE& 5!.:ALL COMFL Y Y'IITf-1 A&111 A494 AND Sl-lALL NOT BE CON6IDERE:P To REDUCE rl-lE CEMENT CONTENT. (CALCIUM CI-ILORIDE 51-!ALL NOT ElE USED! 7. &TRUCTURAL LIGiflTHEIGHT CONCRElE &HALL Ell= &AND LIG!HTHelGHT AND I-JAVE A DRY DENSITY RANGE OF 110 f'CF TO II& PCF. 8. HATER &I-IALL 13E CLEAN AND FREE Or' ACID, ALKALI& AND ORGANIC MATERIAL&. ':l. CONCRETE 5LUMP5 6HALL CONFORM TO AS111 C· 143 AND &HALL NOT EXCEED THE FOLLOWING, A. FOOTING&, 4" 6. 6LA6 ON GRADE, 4" C. IF TEMP I& A60vE w•, h' <PROVIDE REVISED MIX DE&IGNJ 10. CONCRETE 5HALL 61': PROPORTIONE:D SUCH Tl-lAT THE 1 DAY 5TRENGTH5 ARE A MINIMUM OF 5EV!:NTY PERCENT OF THE SPECIFIED 2IJ DAY 5TRENGTf.l FOR ANY CONCRETE CONSTRUCTION REQUIRING &f-lORING, ElRACING OR ro RECEIVE CONSTRUCTION LOADS. IL R!:fER TO ARCHl"fcCTUR/l,L DRAWINGS FOR CUR65, DEPRE55ION5. SLOPE&, GROOVES AND GROUNDS REQUIRED TO 6E CAST INTO CONCRETE. le>. SLEEVE PLLIM6INGi OPENING& IN CONCRETE 6LAEl5 ElEFORE PLACING CONCRETE. II. NO &LEEVEG OR CI-IA5ES &f.lALL BE PLACED IN FOOTING& UNLE&& 5PECIFICALL r NOTED BY THE STRUCTURAL PLANS. 12. PROJECTION CORNER& OI' SLABS, 1,sALL&, COLUMNS, ETC of.lALL BE l'ORMED WITH A ¾:' 0-IAMfi':R. 13. MIX DESIGN& &HALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO POURING CONCRETE. 14. COMPREi:>5I1/E STRENGTH TEST REPORT& SHALL ElE SU6MITTED TO THE ENGINEER OF RECORD WHEN CONCRETE' REQUIRES &FECIAL INSPECTION. 15. REFER TO SECTION 7:1 OF ACI 318 FOR CONCRETc' COVER NOT NOTt:D IN Tf.lE PLANS OR PET AILS. lb. DO NOT DISPLACE REElAR FROM THE:IR INTENDE'D PO&ITICN5 DURING PLACEMENT OF CONCRETE. 11. CLEAN AND ROUGHe'N THE: SURFACE& Of ANY COLD JOINTS. US!: A BONDING AGl::NT THAT EXCEED& TI--IE COMPRE651VE 5TRENGTH OF Tl-IE CONCRETE BY 2&%. REINFORCING STEEL I. RE6AR GRADES &HALL 61:, A. •4 AND &MA,LLER, GRADE 40 6. '$ AND LARGER, GRADE <>0 2. CONCRETE COVER FOR REBAR SHALL 6E, A. CONCRETE POURED AGAIN&T 1:ARTf-1, 3" El. CONCRETE EXPOSED TO WEATHER, I. '!; AND &MALLER, I>," 2. 'b AND LARGER, 2'' C. CONCRETE NOT EXPOSED TO HE'ATHER, I. ~I AND SMALLER, ¾:' 2. ~4 AND LAR<,ER, I>," 3. REBAR DETAILING AND PLACEMENT 51-iALL ElE IN ACCORDANCE: HITH Tl-lE "MANUAL OF STANDARD PRACTICE" Br Tf.11:: REINFORCING STEEL IN5rlTUTE. 4. VERTICAL EIAR& &f-JALL ElE TIED IN PLACE AT THE TOF, ElOTTOM AND INTERMEDIATE POINT& FER CBC CHAPTER& l':l AND 21. S. ALL RE6AR, ANCf.lOR SOL r&, DOWEL€> AND INSERT$ SHALL SE HELL SECURED IN POSITION PRIOR TO PLACINC. CONCRETE. 6. CONTRACTOR $1-lALL SUBMIT REINFORCING 5TEEL 61-iOP DRAWING& FOR REVIEW B!:FORE FA,6RICATION AND INSTALLATION. 1. J.IELDINGi OF REINFORCING 6AR$ $!.:ALL CONFORM TO AH& Dl.4"e>S. E':l0XX ELl:.:CTRODE& &.-!ALL 6E USED FOR SAR TO El/l,R ; E1e>XX ELECTRODES SHALL ElE USED FCR REINFORCING TO STRUCTURAL STEEL. MASONRY NOTES (CBC CHAPTER 21) I. CONCRETE MASONRY v-lALL5 SHALL HAVE A MINIMUM W DAY CO~IFR!:55I\IE &TRENC,TI-I OF f'm • ll;,00 PSI. COMF!<E55IVlc &TRENGTf-1 OP MASONRY MUST BE VERIFIED 61 PRISM TESTING PRIOR TO AND DURING CONTeTRUCTION A5 SPECIFIED IN COC SECTION 2I0S. SPECIAL INSF!:CTION I& REQUIRED UNLE55 OT!-JE~15E NOTED ON TWE PLAN& OR DETAIL&. 2. CONTRETE MASONRY UNITS 5f.lALL BE MINIMUM MEDIUl1 HEIGHT UNITS CONFORMING TO ASTM C W, TYPE I, 1-llTH MAX LINEAR SHRl~IKAGE OF 0.0€>% 3. MORTAR 51-iALL BE TYPE "$" OR 'RS", CONFORMING TO cec TAElLE 210!:l.2.2.l.2 (MiNIMIJM 1~00 F5I AT 28 DAYS) AND ro A&TM C 1142. 4. ALL GROUT &HALL MAINTAIN A MINIMUM CCMPRE55IVE &Tl'IENGTH OF 1~00 F5I AT 28 DAYS. GROUT 5f.lALL ElE PROPORTIONED AND HITJ.I 6UFFIClcNT WATER FOR POURING HITI-IOUT SEGREGATION OF GROUT CON5TITUENT5. S. ALL CELLS 51-lALL ElE SOLID C.ROUTED UNLESS OTHEF1J,ll&E NOTED ON rnE PLANS. 6. ALL f.lORIZONTAL REINFORCl'IENT SHALL ElE PLACED IN 60ND 6EAM OR LINTEL ElEAM UNl't5. 1. l,sl--lEN GROUTINGi 15 &TOPPED FOR ONE WOUR OR LOl\t:;E'R, HORIZONTAL CON&TRUCTION JOINT& &HALL Elt FORMED 61 &TOPPING THI:: GROUT POUR Iv,• ElELOH THE TOP OF 'tf.lE UPPERM05T UNIT. 8. ,ILL 60ND ElEAM ElLOCK 51-lALL ElE 'DEEP CUT" UNITS. ~-PROVIDE IN&PECTION AND CLEANOUT HOLE& AT ElA&E OF VERTICAL CELLS HAVING GROUT LIFT& IN E><CE&o OF 4'-0" IN H!:IGHT. 10. ALL GROUT 51-lALL ElE CON50LID1-\TED !,llll-l A MECI-IANICAL VIBRATOR. II. ANCHOR OOL TS MLl&T BE &ET HITf-1 TEMPLATE& AND I-IELD IN PLACE PRIOR TO GROUTING. PROVIDE AT LEAST ONE INCi-i Of GROUT ElETNEEN ANCf-10R BOLT AND MASONRY HALLS. &'TA TEIIIENT OF SPECIAL INSPECTIONS MIONeCY (LEVEL I), -A$ M/46'l-lR'( cON&TRUCrJON BECSIN6, rnE rOLLOf"N6 6-1--lAL!.. tz VERlrlED TO ENSURE COMFLIANCE, A. F'RO"ORTION5 OF 511c-PREPAREO --MOl'<AR -----i 6. CCN~Tra!CTICN C1F MORTAR JOINTS X C. LOC,1TIGN Qr= Rf:INF. x-- - -X I ··----·------- Tl,IE INRCTION. FRCGRAM &l-!ALL VENIF"f, ---A. 51ZEAND LOCATION OF Tl-IE X 51F.IJCTURAL ELE11!,NW -. -6. trF'!, SIZE AND LOCATION OF X ANCJ-OfW C. &FE<flED SIZE, GRADE AND trPt OF X REIN!ORCINC, --D. ,IEL~IN6 OF REINF. X ~. FRE"ECT!ON Cf MAecNRY FROM 1-IOT X ORG::JLD --------- FRIO!< ·o GROUTING THE l'OLLOWII.JG 5,IAI.L BE X VE'RlflED: -~-- A i;W~CJT &r'ACE 15 CLEAN X el. PLA;!'MENT OF l<EIN'ORCING X C. Pl'10'""110No Cl' SITE ·Fl<cPA~ED X GROIT --D. COi3TRUCTION OF MOl<:TA"< JOW$ __ x_ --- uRCIIT rLACEMENT of!Al.L 13E VERIFIED TO EN&IRE CCMFLIINCE "11TH CODE AND CONSTRUCTION X OOCUMEff FROVISION&. I -------- + ~FA!M.TICN Cf: ANY REQUIRED CiROUT SPECIMEN&, MORT A~ eirecn"!ENS AND/OR ffi].31'1& Sl-!ALL 6i: X 06SeRViD. ----+--------· --CCMFLI/J'ICE "11m RfQllf<ED INSPECTION f'R()Vl51»1& OF rnE CON5TRUCTION DOCUMENTS AND X rnE AF!1<0VED 6UEJMITTAl..5 lll-lALL Be VERIFIED. MASCNW roJ-tDATION WALL& CCN5TraJCTED IN ACCORDANCE lr-.llTl-l TABLE 1805.!W), Nor f<EQUIRED ' 100?.5(2), IW:i.!:i<3) OR !W~-~4), SPECIALINSPECTION NOTES (CBC CHAPTER 17) I. THE 01-lNER OR Of'1NER'5 Ac,ENT 5HALL EMPLOY ONE OR ~IORE SPECIAL INSPECTORS TO PROVIDE INS"ECTION DURING CONSTRUCTION ON Tf-lE HOi;l< LISTED IN n-lE STATEMENT OF SPECIAL INSPECTIONS. if.IE 5P:CIAL INSPECTOR &HALL BE A QUALIFIED PERSON WHO Sf.lALL DEMONSTRATE COMPETENCE TO Tf.lE SA"l&FACTION OF Tf.lE ElUILDINGi OFFICIAL FOR H-IE INSPECTION OF THE HORI< REQUIRING Sr-'ECIAL INSPECTION. 2. Tf➔E CONSTRUCTION IN5Fl:CTION5 LISTl:'D ARE IN ADDITION TO THE INSPECTIONS REQUIRED 61 CBC Cf.lAPTER 11. SPECIAL INSPECTION I& IN ADDITICN TO, NOT A SUBSTITUTE FOR THE IN&PECTIOrl REQUIRED BY THE 6ULDINGi DEPARTMENT. 3. IT SHALL BE: ff.IE AGENCY'S RESPONSIBILITY TO PROVIDE A &UfflCllcNT NUMBER OF INSPECTORS FOR MLll TIPLE TYPES OF HORI<. TI-IAT OCCUR &IMULT ANEOU&L Y. 4. THE 5Pt':CIAL INSPECTOR MUST BE CERTIFIED 61 THE LOCAL JURISDICTION IN Tf-lE CATEGiORY OF f'1ORK RE,UIRED TO I-JAVE SPECIAL IN6PlcCTION EXCEf'T, A. ,OIL6 INSPECTION &HALL 6E PROVIDED El'f THE GEOTECf.lNICAL ENG!INEER OF RECORD. el. ,MOKE CONTROL SYSTEM INSPECTION& &HALL ElE PERFORMED Br Tl-IE MECHANICAL ENGilNE'ER OF RE;ORD. C. Nf.lEN THI& REQUIREMENT 15 WAIVED BY Tl-4E BUILDING OFFICIAL. 5. IT I, Tf.lE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE SPECIAL INSPECTOR AT LEA&T ONE >-IOF<KINCi DAY PRIOR TO PERFORMIN ANY WORK THAT REGlUIRI.:& SPECIAL INSPECTION. 6. A PROPERTY OWNER'S FINAL REPORT FORM FOR WOl<K REQUIRED TO HAVE 6PECIAL IN5PECTION5 AND 5TiillCTURAL 065ERVATIDN MU(\"! BE COMFLErED 61 Tl-IE OWNER, THE Of,INER'& AGENT, me ARCHITECT OF f<E;CRD OR THE ENGINEER OF RECORD AND 5UElMITTED TO Tf.lE INSPECTION SERVICES DIVi510N. 1. THE CONSTRUCTION MATERIAL$ 'tESTING, LABORATORY MU&T 6E APPROVED El'r Tl-IE LOCAL JURISDiCTION FOR ·rE&TING MATERIALS, &r&Tc:M&, COMPONENT& AND EQUIPMENT. B. FABRICATOR MUST BE REGISTERED AND APPROVED Elr Tf.lE LOCAL JURISDICTION FOR THE FA!3RICATION OF Mlcn6ER5 AND ASSEMBLIES AT ff.IE &f.lOP. THE FABRICATOR SHALL SUBMIT AN APPLICATION ro PERl'ORM OR-SITE FA6RICATICN TO THE INSPECTION SERVICE& DIVISION PRIOR TO cc~rr'"!ENCEMENT OF FABRICATION. Tf.lE FABRICATOR &HALL SUSMIT A Ct:RTIFICATE OF COMPLIANCE TO THE IN5PECilON 5ERVICES DIVISION FROR TO Tf.lE ERECTION OF FA6RICATED ITEM5. 9. A CERTIFICATE OF 5ATl5FACTORY COMPLETION GI' HORK RC:GlUIRINGi SPECIAL INSPECTION MUST 61:: C01PLETED AND SUBMITTED TO Tl-IE FIELD INSPECTION DIVISION QI' THE APPROVING MUNIClf"ALITT. 11 .,\~ 3L T _ II (jJ_ --1µ"/ 3-.o{1 PE f(tZ._$!5._ C:Xf' <i/-:,c,/:i.a:J,d DAT= ~~~-.. -, --· --,~·-· --~-" =-_______::::::~}-, -r~-----_-~Yet.~ ·1 · --+ --i---_____(3_J --+ GRAD!NG FLANS !-'OE: REVIS '.)N DFSCC.: -'TIQl,I ---+----+--- lt~l I IAL 0 IHER N'PRO\IAI I -- c,1 ·s I lkll/L C.TY /IYl)fWI/AL AVENIDA ENCINAS -PARKING EXPANSION 5999 /1VE~IID1-\ [~ICINAS, CARLSBAD, CA 92008 STRUCTIRAL NOTES AF;Pi<CJ\/E~ t~ . ---~JA~,-,0-1;=1=,i=. ccc·-~~i_=DF=;~,T- -... ii'F~ -------.ff_-_ "f, Z.CJ/C, "'"r· ,-,,r '" P c,c, 6°·,···• -·FR'·,-0 /"n;'lc D6 Tc ,1v.' _I\\.}~ . :\ [_ ,J'.:i!/ _/ ,_J .:1 ,J,J. 0 ,, [_ ~RWc. 3v. H.K. I prWvLCT clU. I GR1\N l•IC cl:~.I I C ,~D dY J.J::L.' SOP '15-04 488 7 A RI/VlrJ c!Y H.K. J I -~ ---i ' 0 ::0 ~ 2 G1 2 C :l': m m JJ 0 ::0 ~ 2 G1 2 C: s: m m JJ Cl ::0 ~ 2 G1 2 C: s: Ill m ::0 NO l"IF!SS TJ.IRU FOOTING ~,~ fT ills!' ~-?t I·-· -. . ' :~ ~·--PIPE TO CLEAR ,., 0 :: ,. . -i~V'E: 15.,.. 112" I' LL AROUND I I • T r F ~ ~ ~ ~~. ~. 7~" ~1 CONG. FILL ro el;: PLAcED BEFC>Rf:: i=OOTI~ re POURED. MAK.E 6AMe'. WIDTt'I A5 i:ooTJNGF AND POUR FULL J..IIDTl-l OP PIPE TRc"'NC~ PIPE PERPENDICULAR TO FOOTING PIPE PARALLEL TO FOOTING ~ __ IP <16' MIN.J ' - TYF'. U.O.N. (WALL& ONLY J I t0 ~ 1 na· MIN.) iYIOICAL INit;;RIO'R DOUBLE LAYER REINFORCl~IG Hl-!ERE FIFE(;. ARE i10RE Tl,\AN 3'6" 6ELO/Al 60'1iOM OF FOOTINGS. i::corlNG:! HUST BE LO~-IERED 60 Tl-lAT 36' MAX. IS MAINT AIN!:::D. PIP: PASSING UNDER FOOTING PIP[ PASSING THRU FDN. WALL ' . "YPICAL CORNER ALTERNATE seNo \ \ \ ' II& (V) MIN. TYP. LI.O.N. (WA!..!..S ONLY J \ . ,, • t-12' MIN. ~' --- tJF'ICAl. INTE~IOF< SINGLE LAYER REINFORCING I db db tLFR R~R W" i;2~N!2 db,, DIAME'fi=R ~ 13-AR. R:. 3dbFOR."'2 TOel8 R "4dbFOR~T0°11 di, OF-rCI!;! --- TYPICi\L BAR BEND 2'~@" MIN. r , 3eiir.ic0Nc. OR 40"MAS, = ' -- - 1 In DIA. Or,! I 112' l"IIN. CL FOR PARALLEL 6ARS TYPICAL SPLICE 2'~0' f-llN. 3/ZlrtiCONC. 4£110,l"fA&. , I" I ·J 2¼ iYP-'---.-'--~~li'F_. _AT_INTE-'-~Rl:iE-'--'-C_TION_(Jf,_CONC--'----'-'Fif:--=--'IE"--eE'-'-AMS---'-',_l<'lAL.c...c=Lc..c..&_~_FOOT'--'--_ING&-"-'-----------10 \ LAP OUT&IDE 7 \ £MR AROUNP I \C~~ 1 1 \ I " .( (24' MIN.) [ ~ l 40 w f<2fM1N.; t -'---\ 4/7/r/ / / /'"/ / / / ~' '' 'y l\\eEND INSIDE , I BAr<S VERtlCALL y / IN CORE (16" MIN. / / / , UI" OR OOHN! ' / I '' / ', p/ / \ _'I;\ (VJMIN, I TTP. (U.O.N.J ./ / / / T'YPICAL CORNER. DOUBLE LAYER REINFORCING Lt ITPIC,~L INTEl'<IOR SINGLF LA YER REINFORCING -- -- -------------j---+---1--- 11 (\ '.::: B .J I l_ T 11 SHlLIS 8 AVENIDA ENCINAS -PARKING EXPA~ISION 5999 AVENIDA ENCINAS, CARLSBAD, CA 92008 ---' .STRUCTIRAL DETAILS -+-----! ~:--::c::=-::::c--==J'!-=========-c=====~ AIP~CVFD: -~:.~,-, ,A'iOi•I S, ClLDERT I ------------j---C-----------4 t'~,t!J/'!A,"_ ---S· <l.·2.0IG. I CIP ll·IGlc.EE( RC, 63 '12 CATI -----D -~ V./1\J GY: H.K. DATF l~IITIAI DA':: NT.AL_ c-_:<n ,y. J.H. ------7, UIHlR APPROVAL C JV Af-'_.J_~Q\/AL R vv,J:-) BY H.K j L_ SOP 15-04 m l> ~ CJ 0 D ·o JJ ~" mo ~ 55 0 ~6 w m C 2 " . p Ci) ~z z9! z ~ ~ C wI '.fl~ ~ m _m rn '£: CJ w z m z ::0 m m D ;; ' Cl ::0 ~ z CiJ z C s: DJ m ::0 ' 0 JJ ~ z G) z C: ~ OJ m JJ X <[ :E ---L -___ ______,,__ *4 CONT. w 18" z I:: 1/, <I) z 0 f-<[ > ill __J IJl lU W, <l) ' <l) ill Ill <[ > f-:r ~ REI A!N~NG WALL PLAN SCALE: 1/16" = 1'-0" NOTE, SEE 51-lEET !:i FOR PO& T 4 SAFETY CABLE DETAILS 7-------I - L ORIGINAL SLOPE -*4 CONT. w 13" EXISTING SLOPE -Q-----__ ._ I CMU CAP -- \ NOTE,. SEE SI-IEET !:, FOR POST 4 5AFETY CAE3LE DETAILS NOTE, FOR RETAINING, HAU,& T-0" OR LESS SEEffi <I) z Q f-~ ill -I ill LLl UJ <!) NOTES: I. SCALING OF STRUCTURAL PRAHNGS 15 NOT ALLOHED. 2. FOR DIMENSIONS NOT 51-lOt,.IN SE~ ARCl-1. DRAHINC15. 3. NON-f:3EARING HALL& AND NON-&I-IEARHALL5 ARE NOT 5TRUCTUPAL HALL&. 4. NON-STRUCTUR,4L HALLS ARE NOT 51-10,~N FOR CLARITY S. FOR ADDITIONAL NOTES 5EE 51-1EET 6 0. Tl-IE CONTRAC'rOR 51-lALL VERIF'f DIMENSIONS AND SITE CONDITIONS BEFORE STARTING l,IORK AND Tl-IE DESIGNER 5f-lALL ElE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES. IN NO CASE 5f4ALL DIMENSIONS BE 5CALED FROM PLANS, SECTIONS, OR DETAILS ON TI-IESE DF'..AWING5. 7. H.JE5E DRANINC.,S REPRESENT Tl-IE FINISI-IED STRUCTURE AND DO NOT INDICATE Tl-IE MET~OD OP CONSTRUCTION. THI:: CONTRACTOR IS RESPONSl6J': FOR ALL rEt1FORARY BRACING, 51-lORING AND SUFFORr NECESSARY iO ACHlf::VE Tl-II= i"IN!SHED STRUCTURE. LEGEN...~D_ I. P27J INDICATES !N! RETAINING HALL DECLARATION OF RESPONSIBLE CHARGE I f..JEREBY DECLARE 11-lAT I AM Tf..JE ENGINEER OF HORI< FOR Tf..JE HORI< 51-lOHN ON 51-lEET& 6, 1 ~ 8 OI' Tl-115 SET OF DRAHINGS, T!-IAT I 1-1,AVE EXERCISED RESPONSIBLE CI-IARG!E OF THE DESIGN SHOHN ON SAID 51-lEETS 0, 7 ~ 8 A5 DEFINED IN SECrlON b703 OF THE BUSINESS AND PROFES510N5 CODE, AND TI-IAT Tl-IE DESIGN 15 CONSISTENT ,~ITl-1 CURRENT sr AND ARD&. I UNDERSTAND TI-IAT THE Cl-JECK OF PROJECT DRAHINGS AND SPECIFICATIONS ElY ii-IE Cl1Y OF CARLSBAD DOES Nor RELIEVE ME, A5 ENGINEER OP HORI<, OF MY RE5FON5161LITIES FOR PROJECT DESIGN. FIRl"I: ADDRESS: c1rr, &TATE: TELEPI-IONE, !3Y: DAlE, R.S.E. #, HTK STRUCTURAL ENGINEER$, LLP 142BB DANIELSONSTfi?.EET, SUITE "'20r2! FOHAY, CA '3204-BBl'3 (BBB!b 7'3-8':38~ 1-IELMAND M. KU51-1KAKI !NAME OF ENGINEER! 0::,10-112011:, 4320 I I I Ii I I I , I '1 I -*3 (V)@ B" DOWELS ' I 3" CLR. T'YP. I !lL _j ' 0 IL = ),- <') t- 1 <f) ill ll". ~ I·-:r ~ I ,._ I I 1 /,I I I I 111 __ ;:c,.. ::t I I J ~ RlJII T 11 *4 CONT. w 13" ''cH.C:cTl CTT. V. OF c.~~RL:SDAD 11sHc'Ecs1 >----+----------------f------+---+------f j_B .. I cflGl\lC:RING ~,Y~~ I NC:f, B ----l-__, ----j----, 1 GRA!JlNC PLAN::i FOR AVENIDA ENCINAS -PARKING EXPANSION ·----5999 AVENIDA FNCINAS, CARLSB.6-D, CA 92008 . _2"__CLR. ·---------i-I~ STRUCTURAL Pl.AN (le_ SECTIONS 3'-0" -+['.r2)" 2'-0" --_-·__ 1 '=---=~--¼<~A4L::---:~~-c--c=-;-ei.~4,Z,o/G 4'-1!," l'-1!," I 3'-0" >----+----+-~,.----------------+----ll-~----~1·v E',~ll1lcc.k DAil UP TO 7'-0" RETAINING WALL ,,,., ---7-.-._--0-"_T_0-~9-'-~0-,-, -R,r E-1-A-INING WALL -{ ~ATF 1r, -,\L & ~KE',IIC:1(.)1'' DESC:Rl;>TIO'' DAT[ l,\"l,\C_-+-)AT,c INITAL ' I ~~~6 ~; ' rr -~1 I ;~~ic1T5~ ·-1,1 .D~~!~G7·A\c;-:11 -EMGll·~c_rn OF 'v\/0 7 ! _, \J --I\; mnc_~ 1\P.'kUI/AL CITY AF-'PIW\/AI_ l!\/'i/D l.3Y: H_.J~_.. . ~ . L--------------==========================-----------~.L...,L,__ ______ __:::::=::::::::::::=:::::::::=====:::::::::========:::::::::::=---..L....---L...----------L---__L----'-== rn l> ~ 8 'U ~ CD mo Do ~c ~n a-; ru rn < " . p ~z i"~ CI ~o a -u mfTI 8l ~ "z z m rn 0 ,; ' C I 2 Ci) 2 C ~ OJ m D C ::0 ~ 2 Ci) z C :S OJ m ::0 0 jJ ~ 2 Ci) 2 C s: OJ m ::0