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HomeMy WebLinkAboutDWG 484-2A; CT 13-05; STATE STREET TOWNHOMES; 01-14GRADING NOTES (IN ADDITION TO THE REQUIREMENTS OF CHAPTER 15.16 OF THE CARLSBAD MUNICIPAL CODE.) 1. THIS PLAN SUPfRSEDES ALL OTHER PLANS PREV/OUSL Y APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENG/NEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSfRUCTION. 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 CERTIFICATE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE Cl TY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY. THE INSURANCE COMPANY WRITING. THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY or CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION 301.(b)5 OF THE UN/FORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERMITS FROM THE BUILDING DEPARTMENT. 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 Tl TLE SHEET. 9. ORIGINAL DRAWINGS SHALL BECOME THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REVISED TO REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 11. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT ALL TIMES DURING CONSTRUCTION. 12. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISE];) OF: (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR W/TH/N TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA T/ON REGARDING ADIIERENCE TO RECOMMENDATIONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECtfANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT _INSPECTOR. 14. A PR[CONSTRUCTION MFFTING SI/All BF HF/ O AT THE SITE PRIOR TO THf BEGINNING OF WORK AND SHAii SE ATTENDm BY All RFPRFSfNTATIVES RESPONSIBLE FOR CONSTRUCT/ON, INSPECTION, SUPERVISION, TESTING AND ALL OTHER ASPFCTS OF THE WORK. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCTJON MEETING BY CALLING THE INSPECTION LINE AT (760) 438-3891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCT/ON. THE CONTRACTOR WILL THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DA TE AND TIME FOR THE PRECONSTRUC'[ION MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING . .THE GRADING PERMIT WILL BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. Al I IN5PFCTION RFOIIFSTS OTHER THAN FOR PRFCONSTRUCTION MFFDNG WILL BF MADE BY CAI I ING THE ENGINFER/NG 24 HOUR /NSPEGDQN RFQI/E5I I INF AT (760) 438-3891. INSPECTION REQUEST MUST BE RECEIVED PRIOR TO 2: 00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE. REQUESTS MADE AFTER 2: 00 P.M. WILL BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 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, STA TE AND FEDERAL SAFETY AND I/EAL TH 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 SI/OWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE 1/AZARD 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 DEPT/I 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 EXCA VA TION. 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 THE SCHEDULING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WIT/1/N ANY WORK AREA DURING CONSTRUCT/ON, 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 EQc,,.'MENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 P.M. EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR 1/0LIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY TIIE 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 HAVE A MINIMUM ONE PERCENT SLOPE. 25. Tl/ESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SI/ALL 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 SI/ALL 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 /RR/GA TED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF Tl/£ TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 28. LANDSCAPING SI/ALL BE ACCOMPLISIIED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 484-2L , AND/OR AS DIRECTED BY THE CITY ENGINEER OR PLANNING DIRECTOR. 29. THE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SI/ALL COORO/NA TE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND /RR/GA T/ON PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. 30. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE WILL BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. JI. 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. 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 COORDINATE THE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4133 SDG&E (800)660-7 343 PACIFIC BELL (800)892-0123 TIME WARNER CABLE (760)438-7741 COX COMMUN/CATIONS (760)806-9809 CITY OF CARLSBAD(STREFTS & STORM DRAIN) (760)434-2980 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 'SAN DIEGU/TO WATER DISTRICT (760)633-2650 'LEUCADIA WAS.TEWA TER DISTRICT (760)753-0155 *VALLECITOS WATER DISTRICT (760)744-0460 'OLIVENHA/N WATER 0/STRICT (760)753-6466 'BUENA SANITATION DISTRICT (760)726-1340 *AS APPROPRIATE 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. B. PRIOR TO FINAL APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15.16.120 A.10} CARLSBAD MUNICIPAL CODE: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STA TING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE WITH CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT). (2) AS-BUJL T GRADING PLAN. (3) REPORT FROM THE SOILS ENGINEER, WI-I/Cl/ 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 Tl/AT THE GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS ANO RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS TIIERETO. ( 4) REPORT WITH AS-BU/LT 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, Tl/ESE PLANS MAY BE REQUIRED TO BE f?ESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. 35. THE SOILS REPORT TITLED GEOTECH. EVALUATION FOR PROP. STATE ST. TOWNHOMES , PREPARED BY LGC GFOTECHNICAL, INC. DA TED U Y ,20 . .1.L, SI/ALL BE CONSIDERED AS A PART OF Tl/IS GRADING PLAN. ALL GRADING SI/ALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I //AVE 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 Tl/AT Tl/£ Cl/ECK 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: ADAMS-STREETER CIVIL ENGINEERS ADDRESS: 15 CORPORATE PARK CITY, STATE:~l~RV=IN~E~C~A·~----------- TELEPHONE: (949) 474-2330--'77'/ ij BY: MO ABADI ~~ (4,__,_ (NAME OF ENGINEER) R.C.£. N0.:_4~2=6~15~------------- REG/STRA TION EXP/RATION DA TE: ~3~-~3~1 _-~16~----- SOILS ENGINEER'S CERTIFICATE /, TIM lAWSON , A REGISTERED (CIVIL/ GEOTECHN/CAL) ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECIIANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF TH£ SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION BETWEEN THE DATES OF JANUARY 3 , 20 14 AND ________ , 2D __ . TWO COPIES OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENG/NEER. SIGNED: G.E./P.E. NO.: CEG 1821 GE 2626 DATE: Afo1r 5 '20( 'f· LICENSE EXP/RATION DA TE: 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. -,-A,,._ .-. / L!_CJ,,,,_., ///tot/'/ TOM BAINE ' DA TE SOURCE OF TOPOGRAPHY TOPOGRAPHY SI/OWN ON THESE PLANS WAS GENERATED BY SURVEY --METHODS FROM INFORMATION GATHERED ON_~M-Af~--20.l.L_ BY-~R.,B'--F _______________ _ TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. PROJECT LOCATION THIS PROJECT IS LOCATED WITHIN ASSESSORS PARCEL NUMBER(S) PARCEL A: APN 203-054-22 PARCEL B: APN 203-054-21 PARCEL C: APN 155-200-07 PARCEL D: APN 203-054-19 & 20 THE CALIFORNIA COOROINA TE INDEX OF THIS PROJECT JS N 2005601.5276 E 62223329.9666 EROSION CONTROL NOTES 1. IN CASE EMERGENCY WCRK IS REQUIRED, CONTACT _A_P~Rl~L_T~O_RN_IL~L~O ______ AT (949) 341-1289 (PHONE NUMBER) 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SI/ALL BE STOCKPILED ON SITE AT CONVENIENT LO~A T/ONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS ,MINENT. 3. DEVICES SHOWN ON P/ANS SHALL NOT BE MOVED OR MODIFIED WITHOUT Tl/£ APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHAU RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION CF THE CITY ENGINEER AFTER EAC/1 RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE c1ry ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN C/RCUMSTAVCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TREPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SI/ALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND Tl/£ PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSON OF EAC/1 WORKING DAY. 9. ALL REMOVABLE PR01TTIV£ DEVICES SHOWN SI/ALL BE IN PLACE AT Tl/£ END OF £AC/-/ WORKING DAY WHEN T-1£ FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT Af,lJ OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHAU BE BURLAP TYPE WITH J/4 INCH MINIMUM AGGREGRATE. 11. SHOULD GERM/NATION OF 1/YDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, TIIE SLOPES SI/ALL BE STABILIZED BY PUNCH srRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF TIIE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT ANO EMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SI/ALL BE INSTALLED AND MA//ITAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECIF/CATIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MOR£ IN HEIGHT AND ADJACENT TO A PUBLIC W4LL OR STREET. b. ALL SLOPE, 4 FEET OR MORE IN HEIGI/T. 2. AREAS GRADED cLA TTER THAN 6: 1 WI/EN ANY OF Tl/£ FOLLOWING CONDITIONS EXIST: a. NOT SCHED,JLED FOR IMPROVEMENTS(CONSTRUCT/ON OR GENERAL LANOSCAPIW) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGI/L Y VISIBLE TO rl!E PUBLIC. c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY Tl/£ CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYOROSEEDED AREAS SHALL BE /RR/GA TED IN ACCORDANCE WITH TIIE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER ANO Tl/AT ARE: a. Tl/REE TO EIGHT FEET IN HEIGHT SHALL BE /RR/GA TED BY HAND WATERING F'lOM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. CREA TER THAN 8 FEET IN HEIGHT SI/ALL BE WATERED BY A CONVENTIOML SYSTEM OF LOW PREC/PITA TION SPRINKLER HEADS PROVIDING ;QQ% COVERAGE. 2. AREAS SLOPED LESS THAN 6: 1 SHALL BE /RR/GA TEO AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYOROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. 3. !RR/GA TION SHA'.L MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWT/1 OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX S1ALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS Tl/AN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ;CR£ OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFOLIA e. J lbs. PER i,CRE OF AL YSS,JM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF Tl/IS SUBSECTION MAY BE OMITTED ON LOCATIONS ~HERE 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 AN OR BROADCA,TING BEFORE H D APPLIED DRY EITHER BY DRILLING YDROSEEDING. i. ALL SEED MATERIALS SI/ALL B UNOPENED CONTAINERS W/7, FOOD AND AGRICUL TUR£ C PRINTED ON ,AID CONTAINERS E TRANSPORTED TO THE JOBS/TE IN H THE CALIFORNIA DEPARTMENT OF ERTIF/CA TION TAG ATTACHED TO, OR j. NON-Pl/ YTO-TOXIC WETTING HYDROSEED SLURRY AT THE D AGENTS MAY BE ADDED TO THE ISCRETION OF THE CONTRACTOR. E 2. TYPE 1 MULCH APPLIED AT TH TYPE 6 MULCH (STRAW) M HYDRAULICALLY APPLIED FIBER ANCIIORED TO ME SLOPE BY THE STRAW IN TO THE SOIL. RATE OF NO LESS THAN 2000 lbs PER ACRE. AY BE SUBSTITUTED, ALL OR PART. FOR MATERIAL. WI/EN STRAW IS USED IT MUST BE MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF NIUM PHOSPHATE SULFA TE, 16-20-0, 3. FERTILIZER CONSGTING OF AMMO SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. 0. AREAS TO BE HYDROSEEJED SHALL BE PRE PARfJJ PRIOR TO HYOROSEEOING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: PER Tl/AN 6: 1 a. TRACK WALKING SLOPES STEE b. HARROWING AREAS 6: 1 OR FLA TIER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING ARIAS THAT WILL N OT BREAK UP USING ITEMS.a OR b ABOVE. 2. CONDITION/NG Tf£ SOILS SO /HAT IT IS SUITABLE FOR PLANTING BY: OIL MOISTURE TO PROVIDE A DAMP a. ADJUSTING THE SURFACE S BUT NOT SITURATED SEED BE D. MENTS, PH b. THE ADOITICN OF SOIL AMEND COVERING ,AUNE SOILS TO ADJUSTMENT LEACHING PROV/OED VIABLE CONDITIONS FOR GROWTH. WITH 15% D TO PROVIDE A VIGOROUS GROWTH UNTIL THE E. HYDROSEEDEO AREAS SHALL BE MAINTAIN£ THE PROJECT IS PERMAN/NTL Y LANDSCAPED THE PERMANENT LANDXAPING, UNTIL OR, FOR AREAS WHERE HYDROSEEDING IS /HE THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. PREPARED UNDER THE DIRECT SUPERVISION OF· ~ ADAMS • STREETER CIVIL ENGINEERS INC. 1e Corporal• Park, lr~::,11, c'J. 92806 Ph, 949 474-2330 F■x, 949 474-0261 ------~ ~,,,./,~ MOH1\MMAD MOHAMMADABADI RCE 42615 WORK TO BE DONE ,. -----(75l--il-----.-- THE GRADING WORK SHALL CONSIST OF THE CONSTRUC110N • OF ALL CUTS AND FILLS, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, ANO PLANTING OF PERMANENT LANDSCAPING AND PREPARA110N OF AS-BUILT GRADING PLANS, AS-BUil T GEOLOGIC MAPS ANO REPORTS, ALL A . SHOWN OR REC,' I/RED ON THIS SET PROJECT SITE PACIFIC OCEAN VICINITY MAP LEGAL DESCRIPTION: MARRON RD. 5 LAGUNA CR. PARCEL A: LOTS 16 AND 17 IN SEASIDE lAN')S, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA ACCOROING TO MAP THEREOF NO. 1722, FILED IN THE OFFICE OF THE COU~TY RECORDER OF SAN DIEGO COUNTY, JULY 28, 1921. PARCEL B: LOT 15 IN SEASIDE LANDS, IN THt CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORilNG TO MAP THEREOF NO. 1722, FILED IN THE OFFICE OF THE COUNTY 1ECORDER OF SAN DIEGO COUNTY RECORDER OF SAN DIEGO COUNTY, JJLY 28, 1921. PARCEL C: THAT PORTION OF LOT 18 IN SEA\IDE LANDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1722, FILED IN THE OFFIC[ OF THE COUNT,' RECORDER OF SAN DIEGO COUNTY, JULY 28, 1921, LYING SOUTHEAST OF A LINE THAT IS PARALLEL WITH AND DISTANT 85 FEET AT FIGHT ANGLES NORTHWESTERLY FROM THE DIVIU!NG LINE BETWEEN LOTS 17 AjD 18 IN SAID SEASIDE LANDS. PARCEL D: LOTS 12, 13 AND 14, SEASIDE LAIDS, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 1722, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JULY 28, 1921. BASIS OF BEARINGS: BASIS OF BEARINGS IS ALONG THE SOUTHEASlERLY LINE OF PARCEL 3, AS ON LOT LINE ADJUSTMENT 10. 2006-03, RECORDED ON APRIL 25, 2006 AS INSTRUMENT NO. 200600(276404, OF OFFICIAL RECORDS AND AS SHOWN ON RECORD OF SURVEY NO. 2008-1010, R.S.B. 226/26-33 TAKEN AS BEING N40'57'20"E BENCHMARK DESCRIPTION: 3" BRASS DISC; BM OC-155 (CI.SB-129) ON TOP OF CONCRETE SIGNAL BASE (SIGNAL REMOVED) LOCATION: 500' NORTH OF COAST HWY 101 NTX WITH WITH RR TRACKS, 14' E OF TRACeS, IN BACK OF CARLSBAD WATER FACILITY ELEVATION: 22.254 NAVD88 = 20.04 NGVD ZS REFERENCE DRAWINGS: IMPROVEMENT PLANS PROJECT CT 13-05 GRAVING NO. 484-2 EARTHWORK QUANTITIES CUT: 2,520 CY FILL: 1,180 CY IMPORT: 0 CY EXPORT: 1,340 CY REMEDIAL: 17,100 CY SHEET INDEX NOTES AND LEGEND .............................. SHEET 1 DEMOLITION PLAN .................................. SHEET 2 DETAILS .................................................. SHEET 3 SECTIONS ............................................... SHEET 4 PRECISE GRADING PLAN ........................ SHEET 5-7 STORM DRAIN PlAN ............................... SHEET 8 STORM WATER QUALITY DETAILS ............ SHEET 9 EROSION CONTROL PLAN ....................... SHEET 1J RETAINING WALL DETAILS ....................... SHEET 11 CAISSON LOCATION PLAN ....................... SHEET 12 CAISSON STRUCTURAL DETAIL ................ SHEET 13 OF PLANS ANO /HE CITY STANDARDS, SPECIF/CA /IONS, REQ(/_IRE:,ifENTS, RESOLUTIONS AND ORDINANCES CITED ON THESE PLANS. ' THE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE WITH /HE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. THIS SET OF PLANS 4. RESOLUTION NO. 7048 DA TED MAY 7 2014 5. /HE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6. SOILS REPORT AND RECOMMENDA T/ONS BY LGC GEOTECHNICAL, INC. ____ DATED JULY 3, 2014 7. 1HE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MOD/FED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DATED---="------- 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ______ _ 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY ADAMS STREITER CIVIL ENGINEERS DATED JULY 17, 2014 WOID NO. 9 J7CJ706J8 11. STORM WATER MANAGEMENT PLAN PREPARED BY CHANG CONSULTANTS DATED JUIY 20 2014 12. CALIFORNIA STORM WATER QUALITY ASSOC/AT/ON BMP CONSTRUC110N 1/,NDBOOK AND CAL TRANS CONSTRUC110N SITE BMP MANUAL. DESCRIPTION TRACT BOUNDARY / R/W EXISTING CONTOUR EXISTING WATER LINE EXISTING SEWER LINE EXISTING STORM DRPJN PROP. CONTOUR PROP. 6" CURB & GUTTER PROP. RETAINING WALL/SCREEN WALL PROP. PAYERS PROP. 4" PCC SIDEWALK PROP. VALLEY GUTTER 12" PVC STORM DRAIN 4", 6" & 8" PVC STORM DRAIN PROP. STORM DRAIN CLEANOUT PROP. WATER QUALITY VAULT PROP. BROOKS BOX PROP. NDS INLET PROP. CURB INLET W/ LOCAL DEPRESSION LEGEND DWG.NO. SDRSD D-10 (TYPE B7)*'* SDRSD D-02*'* & CBSD DS-1' SYMBOL j' ') .,, ---40--- ---SD ---w [Q].Q/ m 0 □ ALL STANDARD DRAWINGS ARE PER SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISE. TYPE BIOTREATMENT ' CITY OF CARLSBAD STANDARD DRAWINGS . '* CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWINGS *'* SDRSD AS PER CARLSBAD MODIFICATIONS .. REQUIRED TREATMENT CONTROL BMP TABLE MAINTENANCE DESCRIPTION OWNERSHIP AGREEMENT SHEET NO. GRATE INLET H,O.A. CC&R 8 & 9 SKIMMER BOX QUANTITY 402 LF 1,090 LF 17,160 SF 3,668 SF 22 LF 370 LF 1,300 LF 1 EA 1 EA 5 EA 46 EA 1 EA MAINTENANCE FREQUENCY QUARTERLY BIO-CLEAN WATER BIOTREATMENT H,0.A. CC&R 8 & 9 PER MANUFACTURER POLlSHER FLOW-THRU 8 & 9 BIOTREATMENT PLANTER H:O.A. CC&R LS ARCH WEEKLY WQMP PROJECT PRIORITY ~, / ,,...--:::..cf'.S!i1n ~-,.. -~~~~\bHAit,4:1,~~ "AS BUILT" ~--:. ·rr ffl f No •~i;15 11B1 ~~~ffi ;,: i Exp. 3·3_1: 1.'? :: L.ol.51/ta * ·: - . d';, CN\\.. ./. ~t, -. "ir1,0FCP..'-1<!31/RCf <'/•2(../~ EXP. ~/3//ZO DATE --,.-. l REVIEWED BY:~ 4~.4-"/4 ~ 1/·zsr',Jf<" INJPi;<;'ToR/ ~-DATE I SH,ET J 1 9ITY OF CARLSBAI SHEETS 14 ENGINEERING DEPARTMENT GRADING PLANS FOR: .. STATE STREET TOvVNHOMES ~l~l&\'s~ G/22/IG .MN ll.d\.2£Vl&E S/v8'WALK~l,VL6'7.!;(/DV..VUS IIJ ·8,twr. 7J 8 ·-7~/J.J -<,IZ!;J !/13/lb ,l{,V :'3\R£VIS£ Si9£111ALK~INL.£7S(f)(!,<//TS/8-Z3,sYT.7,!, I--.,.N ,,r~ ':2,,'/,JI, ::S'.$(, TITLE S! '>ET /ii Ko. 12615 I 2/10/15 MA l/t:iEt!MINAT£ CAISSON rOk R'El'A/..V/,«; WALL, f.7.,-15 /i,.t,, 4•Z8•1 S_CL. APPROVE.pj J~J./:,o,Z:';/JRT . !if/TS. ¢, S, 6, II, ANP GIi.if£ 1' 14, . Jl •'l.$,/!f ii !IP. 3-31-11 * ,ftL4tl,\ . I) .,..4 ~ tJVll,{~ 1119/15 MA /J\ REVISE S//JEWAL.I< Jli}_VN/75 Z<!ll,Z~; z..,.,,, .,.. ,,,,_ ?.•ZJ,/S -$3(, CITY ENGINEER PE 63912 EXPIRES 9/30/16 DATE Sll.£E7S 3·8-AIJIJ CO,'/$;-;.'t,C'7.,0,Y' ,WT£5 /8$Jl9 /, _,°;•C~~j DWN BY: ~I PROJECT NO. I D"AWING NO. DATE INITIAL DATE INITIAL DATE INITIAL DATE ·-REVISION DESCRIPTION CHKD l:lY: #e, CT 13-05 /NGINEER OF WORK OTHER APPROVAL CITY APPRC1VAL 484-2A EXP . .'l/31 /16 RVWD BY: - C • ~ , ~ ~ >, ~ u ,'! Q a: :i " \j ,, ; V I " 'f ~ ' ~ ~ 0 ~ :J; ~ I y ,-c, ;?, ~ "' ~-~ w ;'.! ~ i tt ~ V, " ~ I v :;-v ~ O?'i'16 ·-. 0 1ttos1s 01 OZ'ib -i 0 ~ ..,, -C -dl ~ ...t:. • ~ I : \ \ \ \ \ \ \j \ ' \"' \ \ 'Ck: \ \ b "" ~- I _ _________:::;,. r I EX. l I[ ! ! I ! I ' ' I ' l smEET j ' I I I ! I ' i I I I I ·1 rl ~~ i I ! \~l~~\\f\~I, J 1, I~\ I /1 1 Ii C ! i ,8] \ I (, J 1\. I~---~-'--~ u Ii' ' \k-L---"--" ~. :,Ji.--.!-=_.....-_.\!""!'/\) '_ .. L- 11 .... ,..,...---:-__ -"1'\-/7"'\ ·~ ;!~" -""·1··""•'.,,3"',/'"" ,,,/ / / ✓/ ,, 4 ,,.,. 12 ~ ~-"'" ,/ ~:., , ... •··••"·· ,,,- NOTE= 2 !""'],~ ' ' --_,,,f 4 ,,-c , , ,, , • ,, _, .~ .. 1) CONTRACTOR TO DEMO AND REMOVE ALL EXISTING ON-SITE SEWER. PLUG AND ABANDONED AT PROPERTY LIN£. 2) ALL WATER SERVICE LINES TO BE ABANDONED IN PLACE. SERVICE CONNECTION AT WATER MAIN SHALL BE CAPPED AT EXIST SADDLE. IF THERE IS NO SADDLE AT WATER MAIN, CONTRACTOR TO INSTALL SADDLE AND CAP. I I t ,. ,, \ \ 'r I \ DEMOLITION CONSTRUCTION NOTES: DEMOLISH AND REMOVE EXISTING A.C. PAVEMENT DEMOLISH AND REMOVE EXISTING BUILDING AND ALL EXISTING UTILITIES DEMOLISH AND REMOVE EXISTING TREE DEMOLISH AND REMOVE EXISTING FENCE AND GATE PROTEC[ IN PLACE (ITEM PER PLAN) DEMOLISH AND REMOVE EXISTING CONCRETE WALK 1 2 1 2 .. ,::,:: DJ [I] QJ m IT] [I] [TI I]] [[] CONTRA:TOR TO COORDINATE WITH LOCAL ELECTRICAL PROVIDER FOR THE REMOVAL/RELOCATION OF POWER POLE CONTRA:TOR TO COORDINATE WITH LOCAL ELECTRICAL PROVIDER TO REMOVE TRANSFORMER CONTRA;TOR TO COORDINATE WITH TELEPHONE PROVIDER FOR REMOVAL DF TELEPHONE PEDESTAL W CONTRA;TOR TO COORDINATE WITH LOCAL ELECTRICAL PROVIDER FOR THE REMOVAL/RELOCATION OF l'..':I UTILITY vAULT PREPARED UNDER THE DIRECT SUPERVISION OF: ADAMS •STREETER CIVIL ENGINEERS INC. 1/J corp1>r1t• Parkt Irvin•, c'l. 92000 Ph, 9-49 -47-4•2330 F-.r:, 949 .. 7-4-02!1 ~U/ MOHAMMAD MOHAMMADABADI RCE 42615 DATE EXP. 3 /31/16 .,. ~! I w I I I I _J ' _ ... ---~ ------,, ---- ··-· -~---·-~ ----~ -------' - LIMIT .OF WORK \ \ \ ' \ \ \ \ \ ' ' .... ,,-' .~,,':=-=' =-··· :::;_:::;_:::;_:::;_· -=,·-·=,''\\_··· \\_\\_\\.\\.\\.\\.: ::::.:..=...: :.::.::.::.::.::.::.::.::.::.:=-:.::.::.::.::.::.::.::.::.::.::::;_:.::.::.::.::: .. " .,,. --·;;.----i--····-····--------------·· -···-····------------·-· -··----------. --·:;;···~--- I I I -r ~ ' 20' o' 1 o· 20' DATE SCALE: 1 " ~ 20' --REVIEWED BY: / 9u✓e..,A"~ I 11-21',]Ir ltjSPJ".CTO? ,-, DATE ,, , ... 1---+----+--------------+---+---+---+--i I SH .. 2EE···T··-I C!ITY OF CARLSBAl 1·SHEETSI ENGINEERING DEPARTMENT 14 ;:::G;R;:AD::::::;;lN:;:;G'...':;P~L:;::AN;=.S;::;:F;;O;R=: ========:=:_====; DATE INlllAL DATE INITIAL DA1£ INITIAL ENGINEER OF WORK REVISIO~ DESCRIPTION OTHER APPROVAL CITY APPROVAL STATE STREET TOWNHOMES DEMOLITION PLAN APPROVE'tl.:,':ryslJ:_'d;J_,a //,ZS ,1i/ -C-IT_Y_E_N-Gl""~~EE=R-P=E-63~9--,12-E=XP=IR-E~S_.,9,-.J/_3_0~/1_6___ DATE OWN BY:~~~ I CHKD BY:~ RVWD BY: . PROJECT NO. CT 13-05 I DRAWING NO. . 484-2A ~ I la ~ I 15 i I" ;!, w ~ fl ..l-:;;- □ '.;!- .._ _____________________________________________________________________________________________________ ;; 010215 LEVEL LINE 1% MIN. / ;,,/ 3' 1.5' 1.5' AGGREGATE BASE P.C.C. VALLEY GUTTER NOT TO SCALE 12" TYP. CB FLUSH TRANSITION (TYP.) CONC. PAYERS 1% Mitt :>:·\<:_;, :::,::.:>~;{,;_ 1/4" _c__::_ I / 6" PCC DRIVEWAY 1 4" 3 4" APPROX. 6" TRAVELWAY WIDTH TO THIS POINT 30" V 4" ROLLED CURB NOT TO SCALE to i--- B TYP. GROOVES VARIES 8_.JJ% MAX 4' MIN TYPE 1 DETECTABLE WARNING MAT PER DETAIL G/3 O" CF ELEVATION PER PLAN VARIES 8;33% MAX · SEE GROOVES DETAIL ABOVE O" CF 6" CF ELEVATION PER PLAN N.T.S. DETECTABLE WARNING MAT PER DETAIL G/3 SEE GROOVES , " ~ , , , -DETAIL ABOVE 6" CF 6" CF 0 ,~ooQ o a o O G 0 0 o· o-o 0 Q O O 0 o o o ·o o l)(;.000 o·ooeo 8.33% MAX O" CF /j I ELEVATION 1-L-------"VA..CR-'CIE""S"-------I PER PLAN/ 7 TYPE 2 O" CF 6" CF ELEVATION PER PLAN ACCESS RAMPS F MAINTAIN GUTTER GRADIENT ROLLED CURB STD. CURB & GUTTER TRANSITION 4" ROLLED CURB TO H LEVEL LINE 1% MIN. 6" STD. CURB & GUTTER ISOMETRIC VIEW 1.5' AGGREGATE BASE ,, . • z 0:, -:,a 5.5' 4' 2% MAX. NOT TO SCALE 12" TYP. FLUSH TRANSITION (TYP.) CONC. PAYERS 1% MIN. MODIFIED P.C.C. VALLEY GUTTER @ADA PATH OF TRAVEL NOT TO SCALE EB 4" CURB ONLY PER DETAIL D/3 HEREON 4" ROLLED CURB PER DETAIL B/3 HEREON TRANSITION 4" ROLLED CURB TO 4" STD. CURB ONLY NOTES: ISOMETRIC VIEW NOS 1290 ATRIUM GRATE OR NOS 50 6" ATRIUM DRAIN (SEE PLAN) 12"X12" SQ. GRATE NOS 1212 1. USE A 6" LINE IF MAIN DRAIN LINE IS 6" OR LARGER IN SIZE. 2. USE A REDUCER AND A 4" LINE IF MAIN DRAIN LINE IS 4" IN DIA. FINISH GRADE r. l.. l GRATE ADAPTOR 6" DRAIN LINE -SEE NOTE NO. ' 6"X4" REDUCER AND 4" DRAIN I I LINE -SEE NOTE NO. 2 I I I I I I 1./"'-=-------TIE INTO MAIN DRAIN LINE USE 45" ELLS, 90" SWEEP ELLS OR 45' WYES (GLUE FITTING TO PIPE) 12" SQUARE OR 6" ATRIUM DRAIN r L , NOT TO SCALE • <o • <o 6" TOP OF CURB PER PLAN 18" BATTER 3:12 1 1/2" CONC. PAYERS ,, l-===4=:::=;,=a-=-~~~~-7'~~=s-r ,, --------------- /2 .ri .f.! LEVEL 1 " 6" CURB AND GUTTER (]) NOT TO SCALE I #3BNl!S@ 6"'flC. #36MS@24"t:JC-~ WIDTH OF RAMP OR LANDING CONCRETE BANO L piJCTCJRETHAN'CoETEC ABLE WAR~MAT\__ 3 MANUFACTURED BY DETECTABLE WARNING SYST~ C. TELEPHONE # (866)-999-7452 OR APPROVED EQUAL WARNING MAT SHALL BE GLUE DOWN INSTALLATION 000000 ooooog 000000 D O O O 0 WARNING MAT COLOR SHALL BE BLACK -COLOR SHALL BE HOMOGENOUS THROUGHOUT THE DETECTABLE WARNING MAT WARNING MAT. MAT SHALL BE FULL WIDTH OF RAMP AND 3 FOOT DEPTH WARNING MAT SURFACE NEAREST TO THE STREET SHALL BE BETWEEN 6" AND 8" OF THE GUTTER FLOW LINE. ~~P. DETECTABLE WARNING MAT El) 3' MIN. FS OR Fl 6" CURB TOO" CURB TRANSITION EB NOT TO SCALE NOTES: 1. ALL FITTING BY: NATIONAL DIVERSIFIED SALES INC. "(OR EQUAL). 2550 AZURfTE CIRCLE NEWBURY PARK, CA 91320 2. REFER TO FINISH GRADING. J. DO NOT GLUE GRATE OR RISER TO PIPE. 4. GLUE: 'I.P.S. WELD ON' # 77J SOLVENT (MEDIUM BODIED FAST SET FOR ABS PIPE THRU 6' I ) 5. WHEN MIN. DEPTH REQUIRED IS 7', USE ONE 90' ELL. GENERAL NOTE THE DESIGN, INSTALLATION AND MAINTENANCE OF ALL AREA YARD DRAINS ARE THE SOLE RESPONSIBILITY OF THE DEVELOPER/OWNER PREPARED UNDER THE DIRECT SUPERVISION OF: ~~y,QW9~ ~ ADAMS • STREETER =If !o, 12615 I CIVIL ENGINEERS, INC. 115 Corpor■le Park, lrvln., CA 92808 Ph, 9419 474•2330 Fax, 949 474-02151 ~* ~ J/1.9/15 IIIA ~ 1 DATE INITIAL MOifAMMAD MOHAMMADABADI RCE 42615 DATE , EXP. 3/31/16 ENGINEER OF WORK 4" • <o LEVEL TOP OF CURB PER PLAN BATTER 3:12 CONC. PAYERS CONC. PAYERS 1-1 2" • "' 6" 1/2" RAO/US T(P ' ' ' A ' ' ,i .. 4" CURB ONLY D 6" CURB ONLY E NOT TO 3CALE NOT TO SCALE PRECISE GRADING CONSTRUCTION NOTES: DESCRIPTION QUANTITY G) CONSTRUCT CONCRETE PAVERS OVER 2" SAND & 10" A.B. (SEE SOIL'S ENGINEER RECOMMENDATION) 17,160 ® CONSTRUCT 4" P.C.C. ROLLED CURB PER DETAIL B/3 327 @ CONSTRUCT 6" P.C.C. CURB AND GUTTER PER DETAIL C/3 402 © CONSTRUCT 6" CURB ONLY PER DETAIL E/3 147 ® CONSTRUCT 4" CURB ONLY PER DETAIL D/3 12 ® CONSTRUCT TRANSfl\ON 4" ROLLED CURB TO 6" CURB AND GUTTER PER DETAIL H/3 6 (J) CONSTRUCT TRANSITION 4" ROLLED CURB TO 4" CURB PER DETAIL 1/3 6 ® CONSTRUCT TRANSITION O" TO 6" CURB PER DETAIL J/3 6 ® CONSTRUCT 4" P.C.C. SIDEWALK 2% MAX. CROSS SLOPE. SCORING PER LANDSCAPE ARCH'L PLANS. 3,668 @ CONSTRUCT ACCESS RAMP PER DETAIL F /3 (TiPE PER PLAN) 4 (jJ) CONSTRUCT P.C.C. VALLEY GUTTER PER DETAIL A/3 22 @ PAINT 4" WIDE SOLID WHITE PARKING STRIPE -- @ CONSTRUCT ACCESSIBLE PARKING STALL AND SYMBOL PER ARCHITECT'S PLANS AND DETAILS -- (f}) INSTALL FENCE AND GATE PER ARCHITECT'S PLANS AND DETAILS -- @ CONSTRUCT MODIFIED P.C.C. VALLEY GUTTER PER DETAIL K/3 22 @ CONSTRUCT RETAINING WALL PER STRUCTURAL DETAIL SHEET 11 540 © CONSTRUCT SCREEN WALL PER STRUCTURAL DETAIL SHEET 11 550 STORM DRAIN CONSTRUCTION NOTES: ® @ @ @ ® ® ® @ ® @) @ © DESCRIPTION CONSTRUCT 12" PVC SDR-35 STORM DRAIN PIPE OR APPV'D EQUAL CONSTRUCT 8" PVC SDR-35 STORM DRAIN PIPE OR APPV'D EQUAL CONSTRUCT 6" PVC SDR-35 STORM DRAIN PIPE OR APPV'D EQUAL CONSTRUCT 4" PVC SDR-35 STORM DRAIN PIPE OR APPV'D EQUAL CONSTRUCT NOS GRATED INLET PER DETAIL L/3 INSIALL KUUNU vex,c DUA II~ 1..,/"\l\.ln Dr--\~lll fVf\ nnlt.K UUALIIT l1\~11m: .. 1l1 r1...1, DETAIL A/9 CONSTRUCT CURB INLET TYPE B PER SDRSD NO. D-02 (L=4.0', V=4.6')'"· LOCAL OEPRESSION PER CBSO DS-1 ' OR APPV'D EQUAL CONSTRUCT 24"X36" PRECAST BROOKS BOX OR APPV'D EQUAL CONSTRUCT BIO-CLEAN, CONCRETE WATER QUALITY VAULT PER DETAIL B/9 CONSTRUCT 1B XIB SQ. PRECAST BROOKS BOX IBIBCB OR APPV D EQUAL. \GRATE SHALL BE ADA HEEL PROOF WITHIN PATH OF TRAVEL) CONSTRUCT 12 X12 SQ. PRECAST BROOKS BOX 1212CB OR APPV D EQUAL. \GRATE SHALL BE ADA HEEL PROOF WITHIN PATH OF TRAVEL) CONSTRUCT STORM DRAIN CLEAN OUT -TYPE B PER SDRSD NO. D-10 (TYPE B 7)"' OR APPV'D EQUAL ~--~,.,, A ALL STANDARD DRAWINGS ARE PER SAN DIEGO REGIONAL STANDARD DRAWINGS (SDRSD) UNLESS NOTED OTHERWISl. * CITY OF CARLSBAD STANDARD DRAWINGS ** CARLSBAD MUNICIPAL WATER DISTRICT STANDARD DRAWINGS *** SDRSD AS PER CARLSBAD MODIFICATIONS "AS QUANT\T( 370 300 780 490 46 I I 1 1 2 2 1 BUI LT" A 1 oFEt,,0 ~ ., __ ,¼I<-" MDI~ NOlE: g,~ 'Ii~'¾ {ff 1 ~-42 15 i, V' //,;__,,,t:1 THE FINAL STRUCTURAL PAVEMENT DESIGN OF THE AISLE WAYS U:: ~ E>cp. 3-3 -•"'" _j,,, SHILL BE SUBMITTED TOGETHER WITH REQUIRED R-VALUE SOIL * ~•zt.l~ EXP. .-~l.3.L {20 TESf INFORMATION SUBJECT TO THE REVIEW AND APPROVAL OF "'1~ O CIVIi _g_-s' :e • THE CITY ENGINEER PRIOR TO THE COMPLETION OF GRADING. F CA' ':';R2"1iEWED BY: UNIT SF LF LF LF LF LF LF LF SF EA LF LS LS LS LF LF LF UNIT LF LF LF LF EA EA EA EA EA EA EA EA Jo/31/(ll DATE IN~'fof:Ytt/L~ 1 L· zr. J!?""' DATE I SH!ET I /CITY OF CARLSBAI w ENGINEERING DEPARTMENT 4 GRADING PLANS FOR: STATE STREET TOWNHOMES DETAILS APPROVo/J../:.5JIJ;a/?)!J-T ll•Z!'.1/l{ /)\ A/JD QGl)V.t < iS ; 2-1.,,-, s ~dA 2,23.1.S L-<'.$( CITY ENOOIEER PE 63912 EXPIRES 9/30/16 DATE A/JD all/Sl&ClQ,V ,i,f/7£S 1B, l/19 I I OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE IN\llAL CHKD BY: ~ REVISION DESCRIPTION CT 13-05 484-2A OTHER APPROVAL CITY APPROVAL RVWD BY: ' I ,;; v J 'j' ~ al ' v ~ ~ -------------------------------------------------------------------------------------------~ nq1s1 1, __,,., "'-' , .., t1 £ q ' i ! It. PROJECT SITE NORTH COUNTY TW TRANSIT YARD PROPOSED WALL (STUCCO FINISH) W N SEE FOOTIN DETAIL 1/4 HEREON SECTION NOT TO SCALE ~I ~I ~ EXISTING ~I BLOG. /'.'.; FF UNKNOW~I (BW A 4 TF - --~_J_·",4=1 ";:p=. ~::' _; ~~ SECTION _.._ F NOT TO SCALE 4 >-I* '-' w ->-Wo Iz -' w ;:ow 0 <Fl >- TW----1 ±4.5' PROPOSED WALL (STUCCO FINISH) <D PA~NG CONCRETE\ . ,, . , . TF 3' PLANTING AREA BW TF SEE FOOTING DETAIL 1/4 HEREON It. I ALLEY SECTION B NOT TO SCALE >-I* ~~ Iz -' w ;:o w 0 <Fl >- EXISTING\_ GROUND BW --- TW TF-7"' ...._,/" 2 SECTION NOT TO SCALE 4 PROPOSED SCREEN WALL <D G 4 2.9' 4' I TW PLANTER ~--, i-'i'-\-l.:--, (''~- PROPOSED~ CURB >-I* '-' w Wb <D Iz -i1.,1Uml'_glm 117~~t,~~~~=:r: ~~ ~=ITT= -~~(1--:111,Y SEE FQOTI~ DETAIL 1/4 HEREOII 4" SUBORAIN h:~ SOILS REPORT & STRUCTURAL DETAILS FOOTING PER STRUCTURAL DETAIL *NOTE: T.H.= TOTAL HEIGHT COMBINED EXPOSED WALL HEIGHT FROM TOP OF WALL (TW) TO BOTTOM OF WALL AT LOW SIDE (BW) SHALL NOT EXCEED 7.5' SECTION NOT TO SCALE I i (TYP.) NOT TO SCALE C 4 PREPARED UNDER THE DIRECT SUPERVISION OF: ~ ADAMS • STREETER CIVIL ENGINEERS, INC. 15 Corporal• Park, lnlne, CA V211108 Pb, 949 474--2330 F■x, 948 474-020:1 ~~£IL MOHAMMAD MOHAMMADABADI RCE 42615 PROPOSED BLDG. 7.5' ~ .---------,,~ I~ EXISTING ~ BLDG. <D (/ T=40.4± 11'-'-- -=-=--=-=--.~----c:=;==1-+111 i - - PROPOSED 4' WALK f SEE FOOTING ,-; / ') DETAIL 1/4 • /!;. HEREON v~t£:,. SECTION D NOT TO SCALE 4 It 22' BLDG. 4 ' 20· FF=42.50 STORM DRAIN EASEMENT FINISHED GRADE j I R DEEPENED_/ CAISSON 0 FOOTING PE PLANS SHT ,.. I ,_ ~" R STRUCTURAL / / "'\ Ii \ \ . 11,12 & 13 (TYP) II I \ I I II // I \ \ I I I \'. // -">' ::,, ' SECTION , H " SCALE: 1"=10' It 22· BLDG. 5 2 )' FF=40.00 STORM DRAIN EASEMENT I FINISHED GR/4DE j ' I I I I I I DEEPENED/ I I I ·-r-· I // ,, I II \ \ I // \l I STRUCTURAL I 11 J Ii I I \ \ II I ~ CAISSON OR FOOTING PER PLANS SHT. 11,12 & 13 (TYP) I -\' / / --:., ::✓ '~ SECTION j SCALE: 1"=10' ,4~ - ,;ms~ ~Iii No.12110,1 BLDG. 2 FF=42.40 BLDG. 3 FF=40.30 ~w ~ rivn. ~ Z/I0/15 MA 12' £1./,UINA!E' 0.ISSONRJR. R£T. WA.1.L l/19115 MA /1\ REV/SC Slll.cWA.U,:raJVlll1S 2.34, 2//, I/, OF DATE INITIAL DA le ' . ENGINEER OF WORK REVISON DESCRIPTION EXP. 3/31 /16 - - 25' MIN. 20' GF PER,\ /GF PER PLAN =:::::::'.:,Jli7i:ii:S~S5::ii:EE~2%~.5ii55;5 55;lffil:::::::::J PLAN L 1-f LJ~- SECTION E NOT TO SCALE 4 ~ · 1l'ofESS/~ "AS B U I LT" ,Jf~M01f4~~ "-~ ~~-fit No 42615 i ~ ~ ~,,{_f 1~/3//16 a:: ·:;Exp. 3-31.zo?; B/1 - *o> \ . · /4'.//RCE 42~/S" EXP. a/?.f/2() DATE <'1;, -CIVIL ,1>'<' '-'OFCALW~ REVIEWED BY: ~l;:/ek'--ll•Z.Y·Lf"' DATE IN~PEJ3TO I SH4ET I -CITY OF CARLSBAL ~ ENGINEERING DEPARTMENT . GRADING _PLANS FOR: STATE STREET TOWNHOMES DETAILS & SECTIONS APPROV~~, Jillllz //•lS ,Jl{ [ 4.,,,.,r; IL~ 't•2}•1S ~t, CITY ENGINEER PE 63912 EXPIRES 9/30/16 DATE 2-(, •/j s~ z,z:,.JJ 103'(. I I DRAWING NO. OWN BY: PROJECT NO. DATE INITIAL DATE INITIAL CHKD BY· 1?}"..b RVWD BY: CT 13-05 484-2A OlHER APPROVAL CITY APPROVAL ~ I "' ~ .J. i I ::: ~' " . u ti; w· e" 0 . ,. ~ ~ "' 0 N .J. :;; 0 ;?.-' ._ _______________________________________________________________________________________ __.~ ,, I Litllt:'!=--i.....:. 050515 031015 010215 ..s:: -~ \ ' . _, ,,. :1 1x:~v; .,--• ,ec,:,W;·• 36.70 TG "'· • ,~•"•• ,,,w·•' • r -- / STOPPING SIGHT DISTANCE \ ... (SSD=150') --. ., ., .. ,. .. ' ' .. . ... ., "'""' ,r ,,r' 41.26 FS _ R/W -5" STEP TOP OF STEM WALL=40.50 DEEPENED FTG=0.3' ............ GF=}90? 39.0 TG PRECISE GRADING CONSTRUCTION NOTES: G) CONSTRUCT CONCRETE PAVERS OVER 2" SANO & 10" A.B. (SEE SOIL'S ENGINEER RECOMMENDATION) @ CONSTRUCT 4" P.C.C. ROLLED CURB PER DETAIL 8/3 @ CONSTRUCT 6" P.C.C. CURB AND GUTTER PER DETAIL C/3 @ CONSTRUCT 4" CURB ONLY PER DETAIL D/3 @ CONSTRUCT TRANSITION 4" ROLLED CURB TO 6" CURB AND GUTTER PER DETAIL H/3 (i) CONSTRUCT TRANSITION 4" ROLLED CURB TO 4" CURB PER DETAIL 1/3 @ CONSTRUCT TRANSITION Q" TO 6" CURB PER DETAIL J/3 @ CONSTRUCT 4" P.C.C. SIDEWALK 2% MAX. CROSS SLOPE. SCORING PER LANDSCAPE ARCH'L PLANS. @) CONSTRUCT ACCESS RAMP PER DETAIL F /3 (TYPE PER PLAN) @ CONSTRUCT P.C.C. VALLEY GUTTER PER DETAIL A/3 @~~~-lYb)-L,~~Q~.L.).t!fDJV..,,_,--.V-y- { '@ CON571?{)CT5"P.c.c. W/#!JBAli'S@z~"OC_; m'/C.KE,VEQa:16.!"BXl;t SC01i'/M9r'E,E' LAN'QSOIPE A/?CH~ .-,vs (SE£" $011. '5 EH6/NE£;e li'ECOM,t,1£,'/QA 710,V) @ CQN'57Nf/CT &"aw'CE'£~ BAND, 5"1~!.GPE.t!' L'!NQ,:;,\PC A.e'GV'.i. Pt.ANS -~e:!!ee.~~~ _,,,,,, ____ ,, ... _ 38.67 TC' +: , / 38.34 FL= l= -;1, / \ -·-.J ~~j 38 UNIT B3 FF=39.70 PAD=38.80 NOTE: GF=38.90 37 UNIT B3 FF=39.70 PAD=38.80 -- UNITC FF=42.20 PAD=41.3 -; / . ; GF=39.20 GF=39.10 36 UNIT B3 FF=39.70 PAD=38.80 SEE SHEET 6 41.71 TC -~---,-----------------_-_ ~~ _ _ /-4_1._21_F_:_L_--'-, ,-"_'---_-_-., ... ---··-· -·----. _ . ·--.-·-,--. -. -_•:·, ··--·· . _ _ ==:. _ .. =·\l -----~-:::- 5" STEP 5 UNITC FF=42_50 -~□=4(r~l LJ GF=39.20 _ _;___, I 39 .09 ts , '· i , I 38.!i!i 'fer . . 3!1,65 P;L;i=ofs)i•'" , ,. 1 .... i-i,.! ... : ~1 GF=39.10 35 UNIT B3 FF=40.00 PAD=39.10 6 UNIT C FF=42_50 PAD=41_6 GF=39.40 GF=39.30 34 UNIT B3 FF=40.00 PAD=39.10 7 UNITC FF=42.50 PAD=41_6 GF=394Q ·1 ~Jr·~----.. , V\I I 33 ~ UNIT B3 FF=40_QQ PAD=39_ 10 ADA : I I I ,· ·;~·( R/W _, , ~·· --7'.Y::--- !../ 42.17 FS 4" STEP 8 UNITC FF=42.50 ,.. PAD=41.6 ==;= 1,r-- LJ - GF=39.~ 9 UNIT B2 FF=42.50 4 ··-· DEEPENED FOOTING .... OR CAISSON PER STRUCTURAL PLANS GF=39.70 ·---! ---__j ' >----t~~ CS~c:::-i----_;:=1:~tFf~: s:t· ~. •----c2of:~P'.:f99?.~F·•:O) i -"" •,.~:;•m<·• : I:: ···• f+I~~ ; ;: .;.J ,,. i / '' ~9;48 'rC • 09H4-J'iL \-1•+" · ' ; ,_, --r-----+---- GF=39.50 F)[:1SD·--·-· IF'\ r, .. , . c,,/ \ i ; ; 32 === UNIT B3 FF=40.00 PAD=39.10 -....... -.. •-----=·--·· -=· ... =.. ~iur::.: GF=39.50 [ \~,J~3---:9_'2,~:~~~ DEEPENED FOOTING OR CAISSON PER STRUCTURAL PLANS f, J ------L/ }\( .. , •... , 31 UNIT B4 FF=40.00 ...... PAD=39.10 ADA \ 4 I [-(G I i ~-➔-d,-i, • 1 I .: I l',3 l-- 1 : r I Ii l'-- 1--w iW I if) w w .. if) 3 31 AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR ALL ENHANCED PAVING LOCATED WITHIN RIGHT-OF-WAY AND PUBLIC UTILITY EASEMENT. PREPARED UNDER THE DIRECT SUPERVISION OF: ADAMS •STREETER CIVIL ENGINEERS INC. 15 Corporate Park, Irvin., c'l. 928011 Ph, H9 u,-2aao Fax1 949 '7.(-021!11 -~2« MOHAMMAD MOHAMMADABADI RCE 42615 DATE EXP. 3 31 16 1 o· 5' 1 o· rw -! ! SCALE: 1" l-----l----+-------------+---+----t------t------------1 I SH5EET I CITY OF CARLS EA ~ ~=='---'===EN::::G::::l::::N:::EE=:R::::IN::::G:::::::::D::::E::::PA::::R=T::::M::::E::::NT==::::::'..:::L_!±_J==-r GRADING PLANS FOR: 2/10115 MA ' CLl.'IINA7C CAISSON /"OJ? R£l.' WALL 1/19/15 MA AOD CONSi?.'t-CllOIY M?7£S I 19 DATE INITIAL DATE ENGINEER OF WORK REVISON DESCRIPTION OTHER APPROVAL STATE STREET TOWNH0MES PRECISE GRADING PLAN CITY El,l6fNEER PE63912 EXPIRES 9 30 16 DWN BY: ~~-PROJECT NO. CHKD BY·~ CT 13-05 CITY APPROVAL RVWD BY: Jl,lS,JL/ DATE DRAWING NO. 484-2A _ I !IILHI.~ I - DJIW/S Q1021S 37_8 BW 45.54TW T.H.,=7_7, 37.62TF • 36.70 TG 43)56TW 37·9 B~ 36.96TF T.H.=5.7 / / (3/.4 FS 36.20 , TG 37 _2 BW 43.56TW T.H.=6.4, 36.96TF CAISSON <Ii' 6' O.C. SEE STRUCTURAL DETAILS ~HTJff ,t1::2].,;;, .~!:!Uii;i ' 'j' -~,i [ 36.4 ;:', FL-HP 11¼ 35_(EJ~ 42.24TW T.H.= ?. 1,34.32TF -'--"' I I 46 4o.3o UNIT B1 FS FF=40.30 39 _53 PAD=39.4 FS 39.72 FS/GB 44 ~ --,\ FS UNIT B1 '>' ·. \ 38.43 FF=39.40 _ FS PAD=38 5 38.65 FS 4" STEP 42 UNITB FF=38.5 37 _77 PAD=37.6 FS 38.00 (34.4) FS \ \ • \ \ • I \ \ <1 ' \ I I \ ~--" =::=-::::~ =. "''" ,.,~Q,-_,,,s,.c. L, 3T7nc: 37.21 FS . ! ' GF=38.70 38.8 FG 38.7 FG 38.31 FS 2-5" STEP: J8.2P FS-GB 38.12 , FS SEE SHEET 5 GF=39.40 GF=29.40 r"'"'-·I·~,, fi -Lfi.'.,! . 1 L..;;;, ---· ....... 1------··· [ i j____ . i .. !39j19[1]\79'l7t, .-1 Hf~+~9.f9,', J'T3~LIF11,:·,--,~r-=rml-~=""'-afi_.-~==.~.,!'. :_,_; """""'"""·.,,.:·; , ~T, i · l--r;· ]<·,-------·. ·--·!r'···Lt,. .. rfs·! ,!'"··h·'-· ,-r-N-, '·Rq·······, :-_.,_,_.; ___ Fs---,-· ·'····-,--··ff·. FS-: :--~-39.07 , , , !"~-'-r ~S----, ·"-r~] !? ~;---,----1 r~·C·'-a j 't,. ,)-· 'L ,i,-)~:j):, ,;-u~---J._~j_'lj_:,:ttr GF=3.lL50 GF=39.20 -~~~-l ,_.i.·.-"'l--GF=39JQ • __ , '. '.,+,L ·--'_ 1.--l'+: :. ·: 1l -t--LL, ·i· 5--Fdir;:-·U :· 1 ,3B.i'>~JLI) r' ' · r ! ' ii ,.P~·t1.Lf;0:?1'i1 , , _ [3f·f;i 38 UNIT B3 FF=39.70 PAD=38.80 39.20 FS 6" STEP 38.74 FS 4" STEP ==· ...... , .. , .. ,, .. , .. , .. ,. -~•~d"',.\ .. , .. , ....... ,.~ t,.__ 38.66 .00 FS-GB 1 GF=38.90 37 UNIT B3 FF=39.70 PAD=38.80 39.28 FS 5" STEP 38.81 FS ( /1 4" STEP ··-+-' 38.62j. FS /: ;~/@ 38.45 FS! • --, I I I I 33.20 · I 38.65 FS GF=39.10 36 UNIT B3 FF=39.70 PAD=38.80 39.28 FS 5" STEP 39.14 FS-GB 9 37.00 TG 38.5 FG GF=39.10 35 UNIT B3 FF=40.00 PAD=39.10 39.50 FS 6" STEP 39.05 FS 4" STEP :;;·':,· ..i;;c;,.;;;..+ I • 38.90 GF=39.30 34 UNIT B3 FF=40.00 PAD=39.10 39.50 FS 6" STEP 39.03 FS '-'-""-"-"'-"'"ill 4" STEP 39.25 ::1 38.95 FS/HP '. ' TG .. FS.,,=-- 37.50 FL-HP 38.3 FG 33 UNIT B3 FF=40.00 PAD=39.10 ADA 39.98 FS /4" STEP 39.88 FS-GB 32 UNIT B3 FF=40.00 PAD=39.10 39.20 TG .. =.m-ttso;,,=,,_ GF=39.50 DEEPENED FOOTING OR CAISSON PER STRUCTURAL PLA~NS'===~ 31 UNIT B4 FF=40.00 PAD=39.10 ADA 39.98FS r STEP 39,86 FS-GB 4 39 10 TG S!:< ,l9,40 39.65: 4.1% r 39.30 f-[S.~-GBL.-~- \IG :.'~ . 38.50 . ~-,, .. 5:54TW □ 38.28TF B J6.1) FS FG BW 38.28TW RET) 34.98TF 5 RISERS @ 7" EACH I 3 ,9 ~ ~~~srnS.ii,------_ _ _ -~-,-/ · ~ 37.25 _ ,::, -" ~rs-- ----- 4 36.Q BW 42.24TW T.H.=6.2' 34:98TF . 42.24TW 35.6 BW 34.98TF T.H.=6_6, (35.0) FS 37.~~ ~ .:-·-----FG ~ F~:::--. , 37.35 ' FS 42.90TW 34.98TF 36.0 BW, T.H.=6.9 .\ ,. \\ (36.2) FS 43.56TW 35.64TF 36.2 BW, T.H.=7.4 STEP DOWN WALL 1 BLOCK 42.90TW 36.2 BW 35.64TF T.H.=6.7' . (364) FS 42.90TW 36.0 BW 34.98TF T.H.=6.9' STEP DOWN WALL 1 BLOCK PRECISE GRADE\JG CONSTRUCTION NOTES: '1' CONSTRU1:T CONCRETE PAYERS OVER 2" SAND & 1 o" A.B. (SEE SOIL'S ENGINEER l...'J RECOMME~DATION) @ CONSTRUCT 4" P.C.C. ROLLED CURB PER DETAIL B/3 Q) CONSTRUCT 6" P.C.C. CURB AND GUTTER PER DETAIL C/3 @ CONSTRU.;T 4" CURB ONLY PER DETAIL D/3 @ CONSTRU.;T TRANSITION 4" ROLLED CURB TO 6" CURB AND GUTTER PER DETAIL H/3 (f) CONSTRU•:T TRANSITION 4" ROLLED CURB TO 4" CURB PER OETAIL 1/3 @ CONSTRU.;T TRANSITION O" TO 6" CURB PER DETAIL J/3 ® CONSTRU•:T 4" P.C.C. SIDEWALK 2% MAX. CROSS SLOPE. SCORING PER LANDSCAPE ARCH'L PLANS. @ CONSTRUCT ACCESS RAMP PER DETAIL F /3 (TYPE PER PLAN) (jJJ CONSTRUCT P.C.C. VALLEY GUTTER PER DETAIL A/3 @ PAINT 4" WIDE SOLID WHITE PARKING STRIPE @ CONSTRUGT ACCESSIBLE PARKING STALL AND SYMBOL PER ARCHITECT'S PLANS AND DETAILS · @ CONSTRU•:T MODIFIED P.C.C. VALLEY GUTTER PER DETAIL K/3 A r~c~~~~ 1 o· o· ~ -I SCALE: 1 " ~ 5' I = 1 o· 1 o' I NOTE: AN ENCROACHMENT PERMIT WILL BE REQUIRED FOR ALL ENHANCED PAVING LOCATED WITHIN RIGHT-OF-WAY AND PUBLIC UTILITY EASEMENT. 10/21/Je , . I---+--+------------+---+---t--t-----J I SH6EET I CITY OF C ARLSBAi ~ ~ ,,,__._.._,~---------------~ ~ ~=='..'::::==:::::E:::::NG:::l:::::N:::EE:::R:::IN::::G::::::::D:::E::::PA::::R::::T::::M:::E'::::NT:'::==:::::'...':::~==--r~ GRADING PLANS FOR: ,,... r::'."V"f-''•/"-'-v'".,~,.v,_•V""~.,..---,,r'--•-.,,...---.. @-..JOl'~;~l_.SJ;R~IV,ALL PER STRUCTURAL DETAIL SHEET 11 · . @) /XJNSTl(f/CTSvP.C.C.W/#:SBA,f!S{o)H"Q~lPK.t'£H£0£0GC8>c8/SC().e/lW~,i.lJVI/SQIPE' ) ~~~~IB<nieoisi;;;cwesviisioi;--;;:-------::;~i:;;;=---1---t--7-----------------r---r--l--l--i STATE STREET TOWNHOMES t::::'\ ARar'Z" ,P{,,4//$ r«& SO/J'S cifA9hVe"'GA! .f'.&~1£#£,VJ?A 7/eM.I.) ) I PREPARED UNDER THE DIRECT SUPERVISION OF· ~'-1\0fESSA,~ l---+--+------------------+--+---t---+----1 · vz; WJJ'57MVCT&"Qf/NCK£1E 8ANP, SCO.e'/,<,IS'r"..;e.lA,VQSOV'E A.eCHZ PLANS J 'ii,._<q ~======================: ( = rsEEl7&7'A/L. ,1./;s,'l/7ieN£1.1✓fl7Kt'eM&NT) _,A--··"---.J"'---,,.'~ ..... '--~ ~ ADAMS • STREETER I APPROVED~2""""JAso_,~s°Jt~G~.LJ,~_ERli, ~'---"''---/\..._-A-,..,, ..... /' . CIVIL ENGINEERS, INC. :lj1J K,.12615 ___ _,,,,_,,.,_~~-=-,,..,"-"--'"-;::-::--,c::--c--//,Z"iJL( 18 Corporat• Park, lrYln•, CA 92808 ~ I i;i, "• ••• 474"2330 ,,., ••• 47 .. 02•1 "' IIP. HH! ; 2/10/IS MA /z,, E:I.IMINATECAl55Ql'lrtl/t 1u:r. WA.LL 4,tl·/S ~ 4•'Z0•1S SSC CITY ENGINEER PE 63912 lXPIRES 9/30/16 DATE ~,,.,&,:;!~ ~})' CN\\, ~~ 1/1.9/15 ,IIA l1\/llJQCONSll/UC'1l()NNOT£Sl8 l;l9 Z-/,·/'j ~~ J,ZJ•JS ~t; DWN BY: I PROJECT NO. I DRAWING NO. MOHAMMADM~~~BADlllCE 42615 ~:TE ~, . EN~~:~R 0~Nl:~~K REVISION DESCRIPTION l-0-'~:.:.::.:.;:=---AP.1-P.::.I;"-~:::.:1:-=~+-'~'-~T'-T:=---AP.1-P __ l;'-~TI-v:-~---1 L'~'-'~'-'~'"g'-='~-'~'-:: =W',==c.J CT 13-05 . 484-2A EXP. 3/31/16 PRECISE GRADING PLAN 0310'15 01 oz 15 ii: ] [ 39.1 $)) ······ ...... r:: ... . ,_.cp-_,-------- I 42.07 I 4" ST 10 I UNIT B2 FF=42.40 =41.5 -=~ " \\-;. r==='---- DEEPENED FOOTING OR CAISSON PER STRUCTURAL PLANS I ~G I I ~@:'. ; I I • • · I 11····• i HD i:: = II 11 r: II I . I I I I. J-1 ...... J ,I 38.28TW T) 34.98TF 5 RISERS @ 7" EACH ii I DEEPENED FOOTING . n: I OR CAISSON PER ~,:: lif==··"'·SI t::\:~~S , .~L 30 • UNIT B2 FF=40.30 PAD=39.4 39.80 FS 6" STEP \\ 3B.28T\v 35.8 8W .... '\' . 34.9~TF (3.3' RET) . (}5.8) . · Fs ..... , " " o~•'< • 11 UNITC FF=42.40 PAD=41.5 GF 39.80 STATE STREET 15 41.68 F 5" STEP UNITC FF=42.10 P D=41.2 ........ ·[EIJi:-,.--·· .. --, , ..• r~~::,~ -------1 41.60 F 16 6" STE UNITC FF=42.10 PAD=41.2 /" 41.4 4T:6o i's--F6- " STEP EEPENED FTG=0.5' 17 UNIT B2 40.9 FF=42.10 FG .. : -t,,,r· ~t=3 ""'4-,P?,a;='/i!J ! ! "--vf ]F-1 .PAD=41.21="2=='/i!Jl · }Ji~ ·/as jl:_ FG (i) @ G) ® ® (j) ® ® ® @ @ B 4 GF=39.60 l l./ 27 UNIT B1 FF=40.30 PAD=39.4 39.80 FS 1· 6" STEP 39.20 26 UNIT B1 FF=40.00 PAD=39.1 =•···~-~- . .. , .. ~ '' 39.10 TG CONSTRUCT CONCRETE PAYERS OVER 2" SANO & 1 o" A.B. (SEE <;OIL'S ENGINEER RECOMMENDATION) CONSTRUCT 4" P.C.C. ROLLED CURB PER DETAIL B/3 CONSTRUCT 6" P.C.C. CURB AND GUTTER PER DETAIL C/3 CONSTRUCT 4" CURB ONLY PER DETAIL D/3 CONSTRUCT TRftNSITION 4" ROLLED CURB TO 6" CURB AND GUTTER PER DETAIL H/3 CONSTRUCT TRANSITION 4" ROLLED CURB TO 4" CURB PER DETAIL 1/3 CONSTRUCT TRANSITION O" TO 6" CURB PER OETAIL J/3 CONSTRUCT 4"" P.C.C. SIDEWALK 2% MAX. CROSS SLOPE. SCORING PER LANDSCAPE ARCH'L PLANS. CONSTRUCT ACCESS RAMP PER OETAIL F /3 (1YPE PER PLAN) CONSTRUCT P.C.C. VALLEY GUTTER PER DETAIL A/3 PAINT 4" WIDE SOLID WHITE PARKING STRIPE ~~3~..fl1£)i~~~':1;~~-."..~;..~~:;... U-@ CONSTRUCT R_ET_A INING WALL PER STRUCTURAL DETAIL SHEET 11-Al ~ -~.........,--~___.__....,___.,.......__......,__,_,,J @ CONSTRUCT SCREEN WALL PER STRUCTURAL DETAIL SHEET 11 GF=39.40 GF=39.40 -0 .. \ 2 .,J UNIT B1 FF=-10.00 PAD=39.1 . ,39.32 I I I I TOP OF STEM WALL=41.10 DEEPENED FTG=0.8' TOP OF STEM WALL=41.1 O DEEPENED FTG=0.8' 39.1 39.3 FG Jl=r.===rni.. ~ :. 0 )/ . ) 0\ ~ ·17 / ll V 4 tt .!"\ UNIT B2 .. 1 .J FF=40.00 PAD=39.1 39.50 FS ·, 6" STEP 38.65 _{l§,Zt/. FG ' . 36.3 BW 38.26TW (3.J' RET)* 35.64TF ALLEY CONTRACTOR TO OMIT ONE (1) BLOCK WITHIN (PUBLIC) WALL FOR SECONDARY Q'{El_lfLQW, ...•. · PREPARED UNDER THE DIRECT SUPERVISION OF: ADAMS •STREETER CIVIL ENGINEERS INC. 18 Corpor111t• Park, lrvlne, c'l. 92808 Phi 849 47-4-2HO Fax1 148 474-0261 ~~de/ MOHAMMAD MOHAMMADABADI RCE 42615 3 31 16 0/22//f, MN 1/13//e, MN 2/IOIIS -"IA l 19/15 MA DATE INITIAL ENGINEER OF WORK I L. I I ,- ' .... .ui 0 -"" II IL Cl ! ... c"""'-"''--[·· ,fBrf' 'i! '!t . , TF .... 36.9.BW '""' ..... . T.H.= 7. ii' (2-11 RET)' NITA F=41.10 PAD=40.2 ADA 19 UNIT A1 FF=41.00 PAD=40.1 1' I '\;:7!ef":-_mr--v, A1 .70 9.8 . I ·. 44 22TW 41.0 FJW "\ 40.26BW T.H.=3.2' 1 7 ~ r- 44.22TW 41.o··Bw 40.26BW T.H.=3\2' STEP DOWN WALL 41.00 2 BLOCKS FS 47.52TW 40.26TF 41.1 BW, T.H.=6.4 D 39.73 FS 45.54TW 3 38.28TF T ;;9.65 7,:;: 39,27 10 ) ,.a' •. r,'?. 17 69.25 FS 44.88TW 38 9 BW 36.30T T.H.=6.0' 1 o· REVIEWED BY:' / <1.A,,/<-J cl,,., o' 5' 1 o' I I 1" = 1 o· 10/31/;a DATE DATE --I----< I SH7EET I ITY OF CARLS BA~ I SHEETS I ~===~~:=.:~E:::N~G~IN~EE:::R:=IN::::G:::::::::D:=EP:::::A:::::R:::::TM::::E:::N:=T:==::::'...':=1=4~ GRADING PLANS FOR: R£VISE°5/IJ£J</;LI< t, /IIL£1S([i) f/1//7518-23, 51/T 7,5, 8 2. £LIM/NAT£ CAISSON rO,<? /i',f:T. WALL 1 AOtJCOMiT-WCT,0# MJT~ 18& 1.9 REVISION DESCRIPTION DATE INITIAL INITIAL OTHER APPROVAL CITY APPROVAL STATE STREET TOWNHOMES PRECISE GRADING PLAN _AP_P_R_o-';v'-"-?M""'. ,,,.:""~'-'.1 ... ~'=.J,c;ili._..,1:,.s~,L~"-~R-T-:::cc-=--LI ,z.s I JI/ CITY ENGINEER p( 63912 EXPIRES 9 30 16 DATE DWN BY: .4,,7,. PROJECT NO. DRAWING NO. CHKD BY: -"=9=-+-CT 13-05 484-2A RVWD BY, ' '' ii ,I ' ! , ,-I :11,I '. ! : I • 080916 0,31n1s 0/021.5 0 """1 -~ i ..t £ \ 'P ·> I I \ 33 :6-<o \';)I 33 34 36.50 TG i •v, · 35.70 IN . 33 34 36.00 TG 5.20 INV i'i i' 34.50 l~V t . . t.: ; ' k II LINE L1 L2 L3 L4 L5 LB L9 L10 L 11 L12 L13 L14 L15 L16 L19 L20 L21 L.35 L36 L.37 ,.y ,, ___ ')_'!'!"""' 7----~ --------....... / / -----STATE STREET L8 ··· . I \r ":37.78 INV FF:::::42 20 ' . f·t ;, F+:::39./0 :'.- 37.50TG .3 .36.50INV LINE TABLE LENGTH BEARING 163.34' S55'59'26.44"W 8.04' S34'00' 33.56"E 47.40' S48'59'53.86"E 33.87' S72'36'15.24"E 43.49' S75' 15'25.45"E 10.16' S44'26'53.41 "E 38.61' S36'20'27.51 "E 146.79' S34'01 '13.28"E 94.14' N34'00'33.65"W 62.95' N41'02'28.63"W 9.29' N05'38'49.03"E 83.21' N38' 10'58.15"W 61.91' N34'01'05.00''W 8.33' N58' 18'1 O.BO''W 159.17' 534'01' 16.92"E 5.44' S55'59'24.00''W 77,97' S34'01 '05.00"E 94.94' S34'00'34.12"E 10.60' N86'02'28.63''W 21.37' N55'59'21.58"E .... 35.0.0, INV LINE L38 L39 L40 L41 L42 L43 L44 L45 L46 L47 L48 L49 L50 L51 L52 -(SDJ-.... 37.10 INV •Sil NOTE: FOR. All FlOW-THRU PLANTER FRONTING STATE STREET, .co~TRACTOR•TO,;QNNECT 'PLANIER.,SUBDRAN .TQ . PR08QSED . .SJORN DRAIN S¥STEM· 4 35.84 INV .35,63 40 INV ,,,,, .. ------.. ,,,.,, ... ---; • :iS.50 4 . , ·INV .... ; 4 ''136.95 INV ''36.75 INV F:F=42.SO 4 '36.54 INV FFc:42.50 36.05 INV ff:::42.50 ,_ • !) .· O:l8.5§Ta: ;,. 37.5, INV 3 ,)4 ., ·-·,i =F ~ 9 70 FF:: 39 70 jJ.Jo i· . :.:,f · - fF . .38.50TG 37 50INV ,. INV 34.27 INV u1 s~o.0140 30 38.00JG 33 34 37.00 INV ,,,_, J;l• .~·· 35.90 INV 33 34 37.30 TG 'C.J"---736.30 INV 32.12 INV-B"SD 31.95 INV-12"SD LINE TABLE LENGTH BEARING 14.13' S47'57'59.0?''E 22.92' N55'58'09.63"E . 25.43' N37'21 '39.49"W 28.39' N37'21'58.00"W 20.19' N36'14'18.47"W 20.98' N34'48'42.07"W ·- 124.33' N55'59'2, .oo"E 26.07' N34'00'3G.OO"W 3.93' N55'59'32.00"E 122.49' S55'59'32.00"W 21.36' N33'29' 45.0J''W 11.30' S55'59'27.59"W 3.84' II~7'42'49.12"W 58.97' N55'59'21.58"E 5.01' S75'51 '00.88"E ,• I I •(',,_. ,..,, I \ \ ;;;;,;..;,.;..-....,- 8.00TG /'(' 37.00INV 34 33 34 39.30TG . . 38.30INV ' 34 40.00 TG f: 36.50 INV, •, ., .... 1 . t· -, i, \ " 40.SOTG 3 34 : :t 3950INV 4-().10 7T3 \ .34 -~ / • .. .•. ,. "EX;;Jt~b· ~~-··• ~'I',• ... ······•·•·· ~ 36.od · 39.0 4 38 OOINV · 39.ZOT 38:201 FF:-::40.0 38.90 > '"'··•0 ·:·INY-"G!3 . f%J·· .. , T '/T 1··· il:fa.10TG J i :j34.89 INV ... •sic" ~f] FF~t½ oo, .. eROfOSED · · • ·· ·· ·· .... Si.82 33.io' . FLOI//--THROUGH '·:•··lt</V·· '\...it3o1''--,'3¥2'-":3b-j INV PLANfER, (TYP)' 40 37 .02 TG INV-GB CONNECT TO 35.10 , ..•.• " · · · · 35:52 INV .. 35.00 INV !6" "'~--t---'c-• 33.90 INV 12'' J 38-/40Ch ! (, '3i,. \ · · 34.72 INV-GB 1 : '."' "\ k{ ', · . .)L.{lf@~~?;, , ·. 'f ~ .;~·!/!-. Sll ·:'...,:\ :._. '. ········.····.r··.·~ ;,,: ~· ···~·•d;~ ·!A ..... ·'3£,,_,. • ....,.A, "0 35.10 33 NECT JO WALL SU,BORAIN 33 INV,. " ,..... ...:A• 'L't···E···y· -~ INV... CON.... ········ ""'•· ·"-'. · -WAf£-5UOORAIN-= ... -=-;:;,> •· · - - - --~ ~ / - - - - - - - --- - - - f ________________ , --'.:...:.'.'.."'(SDJ-"''•--(SIJ)---(SD)-~' --(SD)---(SD)-- -(SD)-- -(SD)--- 35.1 O 31.00 33 INV INV-GB (SD)-- -(SD)-- -~ ,,,, __ ,,~_··_ -- --.,•'•·~"''" -- --- ----- - --25.50 INV-a''.Sr,==· -...... =--' .~ -___ ___ ___ ............ . .29..34· INV-12'~ =---t-----,,.•,:;/' -CONNECT TO WALL SUBDRAIN ~ ,BIO-CLEAN J1 .90 INV-IN 12 SD 38 11.90 INV-OlH Jt:sD· · 33 34 38.50 TG 3,7.50·INV 38.60TG 4 33 ·•·· - 37.60 INV ... ?5:2 ±INV"66''.so 41 • 25.50 INV~(2)12"so ' .• ' ,' / STORM DRAIN CONSTRUCTION NOTES: ® @ @ ® ~ ® ® @ ® ® @ © @ @ CONSTRUCT 12" PVC SDR-35 STORM DRAIN PIPE OR APPV'D EQUAL CONS:RUCT C PVC SDR-35 STORM DRAIN PIPE OR APPV'D EQUAL CONSTRUCT C PVC SDR-35 STORM DRAIN PIPE OR APPV'D EQUAL CONSTRUCT f PVC SDR-35 STORM DRAIN PIPE OR APPV'D EQUAL CONSTRUCT ms GRATED INLET PER DETAIL L/3 INSTALL ROU!D GRATE INLET SKIMMER BOX IN CATCH BASIN FOR WATER QUALITY TREATMENT PER DETAIL A/9 CONSTRUCT CURB INLET TYPE B PER SDRSD NO. 0-02 (L=4.0', V=4.6')"'· LOCAL DEPRESSION PER CBSD OS· 1' OR APPV'D EQUAL CONSTRUCT 24"X36" PRECAST BROOKS BOX OR APPV'D EQUAL CONSTRUCT EID-CLEAN, CONCRETE WATER QUALITY VAULT PER DETAIL 8/9 CONSTRUCT 18"X18" SQ. PRECAST BROOKS BOX 1818CB OR APPV'O EQUAL. (GRATE SHALL BE ADA HEEL PROOF WITHI~ PATH OF TRAVEL) CONSTRUCT 12"X12" SQ. PRECAST BROOKS BOX 12I2CB OR APPV'D EQUAL. (GRATE SHALL BE ADA HEEL PROOF WITHlj PATH OF TRAVEL) CONSTRUCT STORM DRAIN CLEANOUT -TYPE B PER SDRSD NO. D-10 (TYPE B 7)"' OR APPV'D EQUAL CONSTRUCT F,ow THROUGH PLANTER PER DETAIL C/9 AND LS ARCH'L PLANS CONSTRUCT STORM DRAIN CLEANOUT PER DETAIL D/9 ALL STANDARD DRAWINGS ARE PER SAN DIEGO REGIONAL STANDARD DlAWINGS (SDRSD) UNLESS NOTED OTHERWISE. * CITY OF CARLSBAD STANDARD DRAWINGS " CARLSBID MUNICIPAL WATER DISTRICT STANDARD DRAWINGS "* SDRSD IS PER CARLSBAD MODIFICATIONS PREPARED UNDER THE DIRECT SUPERVISION OF: REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION GRATE INLET SKIMMER BOX BIO-CLEAN WATER POLISHER '*FLOW-THRU PLANTER SEE STORM WATER MANAGEMENT PLAN FDR LOCATION. QUANTITY 1 1 24 20' I SCALE: REVIEWED BY; / 1" = 20· <14c.,,v/e:A ,.,._ 'I·?/''• lP lr-jSPE,cTOR / -~ DATE ~ 1 CITY OF CARLS BAL I SHEETS I 1----+----+------------------te------t----t----i--------i ~ ENGINEERING DEPARTMENT 14 f----t---+-----------------j-----J----t---t----1 ~G;R=::AD;:::I~N~G_:;P;:LA~N;S~F~O:,:::R=: ==========-====; STATE STREET TOWNHOMES .r-,,1'1.0l'&\'S12,,~ llb.."<' STORM DRAIN PLAN ADAMS • STREETER "t'll CIVIL ENGINEERS INC. "iii' " la -A-PP_R_O~V-.,EEJ),P~-/~=~•-AlS~N~"!·=AGG~J=~L_,_,E-=R-T-;--;---~ _//• 2 r, It/ -10 c.,..,.,, Puk, '"'"'• cl. 92000 "'.,I No. 428!5 t-:.,-:/2;--2;--/.;--r;--_,t-:M:;N~-t-~t._Re'Yl5e"51/Jii'lf/A!,l(l,/Nl..iT.S@V.VITS/IJ-;f3,,:,YK7A8 ~ -7•f(,A J/'HJ, t/,. __ ~ ·-,> Ph, 949 '7.l-2330 Fill, 949 ,Uj..O~U!it ,tr: DP. 3-31-11 Jt 1' , o... N"/ {,-• , 1 , 1 1/13//e, MN 13\ REVIS£ smEJIIAu,.f,IIILE7.5@"-c::tlM::::1/75=18-c:-c:::23-';,;--.5/IT-=-::. 7._~_B_7 r,/,'-';7~' /l,=-1~.,~,r,r,,":'-~z.::-• Lfc:-'., J"C& t-...,:::;;;,>,77 LC~l~TY~EN:,;:::l"::E::ER:::::::P:::E:::6~3°';:91:=2:=E::X:::P~IR~ES~9::: 1.3~0:':11~16~=::;-;=c=:::::,:D=oAccT~E ~=::::= _ ~ !~/ K ~ 1/19/15 MA 1\HEYl5ESIOEVIA.t.K~VN/7SZ38i2¢ 2-1.-15 ~te-6 2,·Z,3,IJ ~c; 'OWN BY: I PROJECT NO. I DRAWING NO. _ ~ DATE INITIAL DATE INITIAL DATE INITIAL CHKD B¥· ~l MOHAMMAD MOHAMMADABADI RCE 42615 DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: . CT 13-05 484-2A '----------------~E=X,_P.,_3~i/_.3,_1/~1_6 ___ L::'.:'.'.'.:...:..:::i ___ .:_.:.::__.:.:::..:___.:.::..:::_::..:::_~__.:.:::..:_ ___ _j~::__::::::~.L::'..'..'....:::::::.:'...l.::::='..::=~~=========:::..::====::.J 0505'15 0310'15 , n10z1,, ~ ~ ~ . $' ~ .!l 0 a: ~ a_ I, 0 ~ '? ' ..,. ~ I .. 0 I -ii' ~ cl ~ ro 8 a_ ,,, ~ 5 N I .. ;;, Ci' " z tP. " ii!! ;,, ~ 0 ~ ~ t;; -1"\ "' ~ l!c ~ ..t:-I" I iJi \ "' .,..,, ~ JJ ~ .. ~ 5 .,,. N ,c. ~ ALHAMBRA FOUNDRY FRAME & COVER A-1240 OR EQUIVALENT TOP OF PAVEMENT OR GROUND SURFACE STANDARD RUBBER PLU SIZE OF VERTICAL RUN TO BE 4"MIN DIAMETER G \ rRIM \ \ I SEE ·;, V <;_, ELEVATION PLAN j / 8"(TYP) 3 1/2" MAX 1 '-6" MAX I " V L '/ <> -~ L / '• ' r/ ---. 7 3000 PSI CONCRETE v 1/8 BEND-+-~-" WYE STANDARD RUBBER PLUG INVERT ELEVATION SEE PLAN STORM DRAIN CLEANOUT ,. D.., ' FOR UNITS WITH PALM TREE: NOT TO SCALE PROPERTY LINE 1, 2, 3, 7, 8, 9. 10, 11 & 17 5' w " ~ "' Wo -J: w 0 I-I-'"0 0 <!>Z " w _J z ENV/RO-SAFE HIGH CAPACITY ROUND GRATE INLET SKIMMER BOX SYSTEM FOR USE UNDER MANHOLES ROUND GISB FOR MOUNTING UNDER MAN/-IOLE DETAIL OF PARTS FIGURE I FLOW ,_._ "C,-_ -.,_---r--MAN_H_OL-£--,.,.-, '---.......~'--~----~·"-----"-.,\ 1: k t ~c~u,7b ~ln71,~t Basket r ·r { ~--,, I l ·1 V.:c._--•. -... _,_ -~ '"'_,i FIGURE 3 DETAIL OF PROCESS REMOVABLE STORM BOOM REMOVABLE BASKET CATCHES EVERYTHING AND MAY 8£ REMOVED THROUGH MANHOLE WITHOUT ENTRY. 5 YEAR MANUFACTURERS WARRANTY PATENTED ALL FILTER SCREENS ARE STAINLESS STEEL WIDTH OF INLU WIU VARY I /~-:--='.) --::;r :____, _ ___,,;,,----.--FIGURE 2 DETAIL OF INSTALLATION FLOW RATES per J FT. Basket Q=SO"cd"A ,/ 2•g"h Cd=~"= .87 50 A{ftL} h (ft) a r~ TOP SIDE ' 135.22 5.50 3.42 CENTER SID£ ,82 1JO.J6 11.5 2.95 BOTTOM SIDE ,55 125.50 17.50 J. 17 BOTTOM ... 6J.14 20.81 2,fl TOTAL 11.65 NOTES: I .SHELF SYSTEM PROVIDES FOR ENTIRE COVERAGE OF INLET OPENING 50 TO DIVERT ALL FLOW TO BASKET. 2.SHELF SYSTEM MANUFACTURED FROM MARIN£ GRADE FJBERGLASS,GEL COATED FOF? UV PROTECTJON. J.SHELF SYSTEM ATTACHED TO THE CATCH BASIN WITH NON-CORROSIVE HARDWARE. 4,FfLTRATJON BASKET STRUCTURE MANUFACTURED OF MARIN£ GRADE Fl8£RGlASS,G£L COATED FOR UV PROTECTION. 5.FILTRATION BASKET FINE SCREEN AND COARSE CONTAINMENT SCREEN MANUFACTURED FROM STAINLESS STEEL. 6.FILTRATION EJASK£T HOLDS BOOM OF ABSORBENT MEDIA TO CAPTURE HYDROCARBONS. BOOM IS EASILY REPLACED WITHOUT REMOVING MOUNTING HARDWARE. 7.FILTRATJON BASKET LOCATION IS DIRECTLY UNDER MANHOLE FOR EASY MAINTENANCE. EXCLLJSIVE C'AL.IFORNIA 0/STR/SLJTOR: BIO CLEAN E:NV!RONMENTAL SERVICE P.O. BOX 869, OCEANSIDE, CA. 92049 TEL. 760-4.3.3-7640 FAX:760-4-33-31 76 Emafl: fnro@bfooleanenvlronrnantal.net 5/JNH?ff QiJAl.IfY PROO/JCTS N?E B/JIU FOR &!Sr ClfANWG AJ/0 ARE DESIGNED TO 8£ P!RAIANENf INFRASrtWCTIJRE MD SH{)IJU) !.AST FOR DECADES. SUNTRE:E TECHNOLOGles 79B CLE:ARI.AKE: RD. SUITE #2 COCOA FL. J2922 TEL. J21-fiJ7-755.2 FAX .321-6J7-7554 ft"""'°""' CURB INLET BASKET SYSTEMh;..-~---+=---1 NOTE: FOR FLOW THRU PLANTER WITH PALM TREE USE TYPE A. SEE LS ARCH PLANS WHERE PALM TREES ARE SHOWN. FOR ALL OTHER USE TYPE B DATE: 04/1 2/04 SCALE::SF = 15 DRAFTER: N.R.a. UNITS =INCHES 'lfi'.,.,,,., DETAIL NOT TO SCALE (/) w 0: ;:'; B 9 VARIES "< 2" g ::, F.F.=PER PLAN -I 36" FLOW-THROUGH PLANTER 'I' ; ! MASTIC WATERPROOFING W/ PROTECTIVE MEMBRANE FASTENED TO WALL (MEMBRANE TO BE TAMKO TW-THRU WALL FLASHING OR APPV'D EQUAL) FLOW-THROUGH PLANTER NOT TO SCALE C 9 ! , I i ! ' , 1 ! i i ! 4•• RERFORATED ' I PVp PIP~ ANp i RISE:~ , WRAPPED I~; NdN'--;Wor[N -; ; ' FIWFR FfSRlq i j'Ml~tll 140N 'I ' TYPE B 18" FLOW-THROUGH PLANTER SITE SPECIFIC DATA* PROJECT NAME PROJECT LOCATION STRUCTURE ID WATER QUALITY FLOW RATE {CFS) PEAK FLOW RATE {CFS) PEAK STORM DURATION {YEARS) PIPE DATA I.£ MATERIAL DIAMITER INLIT PIPE T OUTLIT PIPE I RIM ELEVATION SURFACE LOADING REQUIREMENT FRAM£ AND COVER ¢24" CORROSIVE SOIL CONDITIONS KNOWN GROUNDWATER ELEVATION NOTES: 'PER £NC/NEER OF RECORD GENERAL NOTES /, BIO CLEAN TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED, 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS. AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DUA/LING EXACT DIMENSIONS, WEIGHTS, AND ACCESSORIES PLEASE CONTACT 810 CLEAN. INSTALLATION NOTES T. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS, AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE NSBB UNIT AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT: 2. MANUFACTURER RECOMMENDS A MINIMUM 6" -12" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER, CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENC!NffRS RECOMMENDED BASE SPECIFICATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE, {PIPES CANNOT INTRUDE BEYOND FLUSH). 4. ALL CAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON-SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIP£ CONNECTION STANDARDS. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION or ALL RISERS. MANHOLES, AND HATCHES. ALL COVERS SHALL BE SHIPPED LOOS[. CONTRACTOR TO GROUT ALL MANHOLES AND HA TC HES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE, F.F.=PER PLAN I, i I I ! I! MASTIC WATERPROOFING W/ PROTECTIVE MEMBRANE FASTENED TO WALL (MEMBRANE TO BE TAMKO TW-THRU WALL FLASHING OR APPV'D EQUAL) PREPARED UNDER THE DIRECT SUPERVISION OF: ADAMS • STREETER ~J~!~g~,~~~~~v~~~l J~£- Pt1, lil<t8 '74-2330 FIX, 949 474-0251 ~A?v/ MOHAMMAD MOHAMMADABADI RCE 42615 DATE EXP. 3 31 16 WP PERFORMANCE DATA TREATMENT FLOW RATE {CFS) 0.22 MEDIA SURFACE AREA {SF} 9 LOADING RATE {GPM/SF) - SEDIMENT STORAGE CAPACITY {CF} 22,83 WP STORAGE CAPACITIES SEDIMENT CHAMBER CAPAUTY LENGTH {FT) WIDTH {FT) HEIGHT '({) TOTAL {CF) CHAMBER T /,00 J.00 2.94 8.82 CHAMBER 2 4.67 J.00 T.00 14.0T -4'-i" MINIMUM~ 6"-- THRU HOLE GROUT PIPE PER INSTALLATION NOTE 5 - J'-o"-i--- nin f I I • ,.----~ <o ' 7 I I I I I I I I I I I I -.;.-. -I I I I ,,. ); I ,, I ~l I ' " _, . . "' I I I I I I I I I I I I I I I L----____ _.J END VIEW NTS • "' PRCPRIUARY AND CONRDENTIAL: lJf£ fffJl?IJATION CONT#IEJJ HI THJS OlfAWIN6 IS lH£ SOlC PROffJ?f'( OF BifJ WJI f.lMRONNENfAL SffMCf.S. 11/C. IJff REPRWJCIION ill PART OR AS AJt/-/OL£ Wf!HWf 111£ WRrfml Pfl?MISSMI Of BIO CUM fJM0NJENrN. ~ INC. IS PROHl8ll[JJ. DETAIL NOT TO SCALE BAFFLE WALL BioSorb HYDROCARBON BOOM Oil SKIMMER INFLOW PIPE RIM IE IN I I I I I PLAN VIEW NTS ,-STATIC WATER ELEVATION I I I I I .ry;,:ql )~ -:r k,,,_ "' I , I I ') ! ) t I ' ----·14 --. . - I ' I I I I I "' I I ~· I I I I I I . CHAfl8£R /2 I L--L.... ---------------.J I C----7'-0' MINIMUM-----, -6' ,J , 8" 6" 1'-0~ -:;' o" ELEVATION VIEW NTS ( - MEDIA FILTER /DUSING . OUTFLOW PP£ ACCESS HATCHES CONTRACTOR TO GROUT TO FINISHED GRADE PER INSTALLATION NOTE 5 Q:::1::;§ 12 "' '?' . ;,, ~""<t-j ~I ~ "' '::, I IE OUT ' "' ~'Sr~ ~I ~ ,., '::, l Blc§ ,1t6N® WP-3-6-72 biacle:anen vfron m enfalacom P 76G.1JJ.7640 F 760AJJ.J! 16 WATER POLISHER-UP FLOW MEDIA FILTER STANDARD DETAIL BUILT" ___J DATE REVIEWED BY:~ <J4~ .. 1~ ,1-zr,1r DATE • • , >---___,--+--------------+---+----+---+---I I SHgEET I C TY OF CARLS BA ~4 ENGINEERING DEPARTMENT l_2±_j ~G::::R::::AD:::::::IN::::G',.'.::;P::::LA=-=N::::S:::;::FO~R:;:::=========~:::::::====; 1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION STATE STREET TOWNHDMES STORM WATER QUALITY DETAILS APPROVE22JASO CITY ENGINEER PE 63912 EXPIRES 9 30 16 DWN BY: >-D_A_T_E~~I_N_IT_IA_L-l--_D_A_TE_~IN_I_TI_A_L__, CHKD BY: ,1f6', OTHER APPROVAL CITY APPROVAL RVWD BY: PROJECT NO. CT 13-05 II ,2,s,11/ DATE DRAWING NO. 484-2A ~; al I' ... ~ 0 N <.,. -----------------------------------------------------------------------------------------...1~- 0505'15 GRAVEL BAGS (TYP) ( x ~ ~ x ) ( x 111-111 111 111 SECTION PROFILE ~t-P_E_R_IM_E_T_E_R_G_RA_V_E_L_B_A_G_S_ V NOT TO SCALE ) " ►® " 1il -... -"•]· ·;;.--- . ----·-· ..... , ·_,,., ... ~, ... 11 24' MIN FLOW <STATE ss 20' o· SCALE: 1 II = EXIST. CURB ---ss 1 o· 20' 20' ss NOTE: SEDIMENT TRAPPING DEVICE AND CHANNELIZE RUNOFF TO CONSTRUCT SEDIMENT BARRIER 1 O' MIN. WIDTH AS REQUIRED TO ACCOMADATE ANTICIPATED TRAFFIC SIGLE ROW PLACE AT 100' INTERVALS 2 BAGS HIGH • I.[] I AT INLET SEDIMENT TRAPPING DEVICE --- TEMPORARY PIFE OUTLET PS NEE!l!l)_. '~ / STREET ss ---- (2) -IO'W x 12'L CORRUGATED STEEL PANELS (TRUCK WASHOUT AREA) 24 MIN. STABILIZED TRUCK ENTRANCE SECTION "A-A" 01---C_H_EC_K_D_A_M_ ~ NOT TO SCALE I • • 24' MIN 3" OPENING BETWEEN BAGS ON TOP ROW FILTER FABRIC AT OPENING CATCH BASIN OR INLET PER PRECISE GRADING PLAN ( ) < x > SECTION ·x-x· NOT TO SCALE 3" SPACE TYPICAL ELEVA !ION @ TEMPORARY GRAVEL BAGS AROUND DRAINAGE INLET NOT TO SCALE GRAVEL BAGS (TYP) 5(/ MIN. OR 4 TIMES THI: Ci."''' JM{ERENCE OF CONSTRUCTION VEHICLE TIRE, WHICHEVER PLAN THE LARGEST IS GREATER , ENTRANCE ~ STABILIZED CONSTRUCTION V DETAIL PER CASQA TC -1 NOT TO SCALE PREPARED UNDER THE DIRECT SUPERVISION OF: ~ ADAMS • STREETER CIVIL ENGINEERS, INC. 15 Corporal• P•k, lrvln•, CA 92800 Ph, 949 474--2330 Fax, 948 474--0251 ~~ MOHAMAD MOHAMMADABADI RC£ 42615 ,~\\lfESS~ fl ii Ko. 12816 I -I< l!P. 3-31-10 >t ~))l CIVIi, ~ nor,111.Y /h7J, , , DATE EXP. 3 /31 /16 .... .,, __ ,< ,:,;;."'"®~ " ~ I t .. ;' i ;;'.o/"'"'! T ... ,-l··· ' . I I ' L..... --------)~-~"~•·-, 12 ~ u.. 0 ,:§'> f--- ~ o; ' ·1:i · ..... ' ,,.,~,,Ji~~::· ., »s:,,u·;;:·~·;;:·-=..cr-,u;·,;;·.c<a1aw . . 3"-6" CRUSHED AGGREGATE 12" MIN. THICKNESS /1\ DATE INITIAL ENGINEER OF WORK ~),;,;,_~;:. ' -~ ~p/ ... ~-~;.'.J,,:,,o ~--,~~v---::-:,,;,~~-'~h,, ½' ·· .. '. / EROSION CONTROL CONSTRUCTION NOTES: @-INSTALL PERIMETER GRAVEL BAGS PER DETAIL ON DRAWING No. 4. _______ LUMP SUM @-INSTALL TEMPORARY GRAVEL BAGS AROUND EXISTING DRAIN INLET PER CASQA BMP __ LUMP SUM SE-10 AND DETAIL ON DRAWING No. 4. @--cHECK DAM ______________________ LUMP SUM @--INSTALL STABILIZED CONSTRUCTION ENTRANCE PER CASQA BMP TC-1 AND DETAIL ON__ 2 EA ON THIS SHEET. L> ' I I I I I 1'1-< :~~~ "AS BUILT" ~x §'.'? ~to /J £~ 0~ N• .42 ✓-.-=-~ A WO 3-~~~t;" EXP. 3/3//1_1) "' -:. B<1 ~ ...,1111\ -~~// ~ ~l'.D BY d... Vfait'i • ~ INS,P'Ec, OR=------ Lola1;J9 • DATE I /·-Z.Y'• Jr DATE CT[] 0 ,CITY OF CARLS BAL I SHEETS I ENGINEERING DEPARTMENT 14 GRADING PLANS FOR: STATE STREET TOWNH0MES EROSION CONTROL PLAN . APPROVErz..JASOfJJ./,m!IJT //,2.S ,/I/ ' ~.M'lu..... " ...I.: EER PE 63912 EXPIRES 9/30/16 ' CITY ENG.I~ DATE DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY-~ REVISION DESCRIPTION CT 13-05 484-2A OTHER APPROVAL CITY APPROVAL RVWD BY: I , CI' ~ ' ,, g' I E _g. ~ c1l £ 'i'. ~ v' ::x 9. ~ v T ~ " . "' . ~. i5 fd ; 0 ~ ~ ~ ~ I v ;:;- " fil ~-i al ' "11 15 C, w I" ~ w < ~ ~ ~ ~ .J-,-/, ,v: -' 0' D, ! s ' ,. ··1 LffL_ · 050515 0 ~ ~ -c:J -e:. CJ t -q ' ,--~ ~ 6'-8 11 HIGH UPPER WALL PER SECTION 8-4 FOR 110/85 MPH 3 SEC. GUST@ EXP C ~ 3' <c ! ~ ~ ~ c y ' • • , " r 11!:1-' ~ t- = ~ I -~ NALFIATCAP -OPTlO cmm GRW 6/116, 6616, OR 561/J CNU TED ONLY@ 'IERT :iTEEL I NCffo, AN!JD 0/:CREASE VERTI01L DOWfl. ROP-IN REBAR SPACTNG BY FOR SLUNP BLOCK. e"CVC #4 VER -0/C(J TDROP·JJI BAR @40" 6"0/CFOR18"WNG CMU) "' TD JOJNT R£/NfORCENE/lff @ VC(3 PLACES). USE #SSW. WMPBLOCK ~ 24"0. "'" l'O«SlDEY. 'ARO RETURJ/ WALLS WHEN£ WALE OCCI.JIIE5, A 1/Z BLOQ( wr@ SWALE GRAD[:. PROVIDc MD #4 DROP.IN 6'\R ON EACH VRAil'IAGES m,= #4DOWEL SJUl:OI' /HE 1/2 BLOCK ORAJN. "00 ''v-(36" l1/ WEL@40"0/C CFOR 18"L0f/G CMU) I 0+2·-0• ~ r, _u~, ~ill, -#4110 I DESIGN CRJTt311A: PER THE 2013 CBC. 1. ALLOWABLE SOll BEARING Pfl£'SSU/1£ ~ 1500 P5F 2 ALLOWABLE LATERAL PA55JVE PRES5UR£ ~ !50 PCF J riROUT ST/IENGTH ~ 2000 PS{ /fJ 28 DA )'5. 4. R£If/FOfl0N(, STEEL , GRADE 50. 5. SEISMIC -1 5£C.ACCfLERATION ~ JG%, 6. 15/JG PSJ MASONRY COMPRESSION STRENGrH. NOTES: l. CONCRUE 8lOCK 5HA!L CONFORM TO ASrM C 9/}, ORCO sro. Plt.fCJSION, SPUT FAIT; 5LUMPW, OR WEDGfLOCK flLOCK /11.'1 Y Be USED 2. CONCR£TE FOR FO(Jf!NG SHAU BE 1 PART C£MENT TO 2-1/2 PARTS SANO W 3-1/2 PARTS GRAVEL WITH A MAXIMUM OF 1-J/2 GAUONS OF WATER PER SAO:: PORTZ.ANO C~ENT SHALL CONFQR/11 TD ASTM C 15(} TYPE: .WV. k • 2500 PSJ. J. R£!NFORCfNG Sf1'EL SHAU BE D£FORMEDAND OJNRJRM TO AST MA 6.15 GRADE 60. PROVIDE 48 BAR DIAMETER W. 4.R£BAR SHAU BE CEl'ITER£0 EN TIIE CONCRETE BWCK U!.L EN WHICH Ir IS LOC4T£D. 5. COf/(RFTE Bl.OCK SHAU BE lA YEO IN A RI.INNING JiONU PA Tft:RN WITH VERT!01L CONTINUITY OF THE CEU.S UN0- 6. All BLOCX CEl15 CTJNTAINll>G VERITOll REBAR SHAl.l BE SOUD GROUTEO. 7. USE 0/JI' TYl?f S MOR TM 11/0J'ORITONED U5ING ASTM C 2JG. 1 PAJI.TCEMENT TO 1/2 l'Ail.TLJME TO 4·1/2 PART5 DAMP, LOOS£ SAND. 8. GROUT FOR CO/vCR£TE BLOCK TD BE 1 PART CEMENT TO 3 PARTS SAJ/0 (GROllT M.'1Y CONTAIN 2 PARTS 3/8" PEA GRAVEl l.F W£ATHER COI/OmoNS ARE FAVOl<A/Jl.E AND BLOCK UNOBSTRUCTED CELJ. SIZE JS SUFFIOEN( TOA!.LOW GOOD GROUT FLOW). WAfEI{ 5HAlL BE ADD£0 TO PRODUCE GOOD GROUT FLOW W!THOUT 5B,REGATION OF THE CON5lTUENTS PfR ASTM C 47/i. 9. BLOCK STEM MAY BE WET·SEr 1·1/2" !NTO THE FOOTING Y/HiLE THE CONCRETE JS l'USTlC. BLOCK STEM MAY BE PI.ArrD TO EITHER EDGE OP THE TRENCH TYPE FOOTlJIG. 10. FOOTING Musr IJE POURED {}fl OR INTO UNDISTURBED NAlUHAL SOJL OR ON COMl'AC/W FILL Wiffl A MINIMUM C()MPAcnO/'I Of 90%. 1.1. RRST lNSPECTlON TO BE AFTER FOOr!NG TRE:NCHES ARE RE4DY FOR. CONCRETE AND All Ri:QUIRED srEEL 15 TIED IN PIACE. SECOND J1'/5PElT10N TO BE WHEN THE REQUIRED VERTIDIL IS IN PIACE AND THE BUX:K WALL IS READY TD GROUT. 12-MAXIMUM r;r)NflWt. JO[NT SPAO:NG.-40· we OR 1.()" 0/C IF rH£ WALL lS TO BE SI UCCU COAT£D. ~ CONT. ORCO 2'-0" TO 4'-0" LOWERSECT 8-4 RETAINING WALL Gl'TlUIIAl.FI.ATC4P " ' ~ ' NOT£, PRO VJ OE LEVEL ONE SPECIAL INSPECTION PER CBC TABLE 1704.5.1 OF rHE MASONRY STEM PRIOR "{Q GROUTING TO V£RJFY GRADE, SUE AND PROPER PLACEMENT OF REINFORCEMENT ANO TO ENSURE THE GROIJT SPACE JS THE PROPER SIZE WITHOUT OBSTRUCTION OTHER THAN NORMA1 MORTAR FINS. UPl'.RSITF/:J'M-\XC'OHIJ'J RErA/Nl/,G WAU. -PER 5ECTION 8-4 LEVEL&IO<fltl.. U'if/"4f/VE (lo\Q(F/LL PW. 50IIS E//Gfl. #4 liORZ. Will. flJ 12" QIC TOP At/Q fiOTTOM AS 51/0WN PROVIDES" f:I.JBEO /'IOJl:S.' 1. ~ s,OCI( SHAI.L WNFO//M TOASTMC90. I.Its SPt:C!AL 01<00 W1£JE au 5LUMP IF SLUMP 8{.()(I( IS DE!ifRED. 2. CONCP.fl"E FOR FOOWIG SI/AU /JE l >'AIU CEMENT TO i-J/2 PARTS SAf/0 103-1/lPAR/5Gi<AVtl. WirHA MAXJ/'1UMOf J-J/1 GALLONS Of WATl;fl PB/. .>IICK. FORT!N/0 CEJ1EIIT 5HALL C()/\/fORM frJASTM C 151.l TYPEIJ/'/, Fe~ 2SOOPS! 3. HEJ/ll'Ol«JNG !iTEEL 5™U BE f/EFORMEDANO CONFORM TO AfT/-1 A 615 GMDE 50. PROV!D£ 41! llAR DW1EIFR /..Af', 4. liEliAR 5HAl.1. HE CBiffRED {N /HE ,1.)/'/CH,,"TE BLOC!( CELL IN Wiifa/ ll lSlOCATE[J. 5. CONC/i.E/E /JI.OCK 5™lL /JEIAYED {I/A !WNNING BONO l'ATTE/lf/ WTT/1 VERTIC4L CONTINUIIY Of TIie CEI../S UNO. 5. ALL BLOCK Cfill CONTAlNl//(j WP.TICA/. REBAR 5/-IA1l BC !iOUO /iRQUTEO. 1, U5ET'fPE SMORTAR PROPORrlONED 1.151/'IIJASfM C27/JPAR.T CEME/fT 70 1/2 PART UNE TO H/2 P/JRT5 OAMP, lW>E 5/WD, 8. GROUT fOil r:vt/CF/flE BWCK PER l,STH C 116 TO BE l PMT C&ft:NT TO 3 P.AAJS SANV(GROUT MIIY CONIAlN 2 PAP.TS J/8" PEA GRAVEL If WEATHER CONOmO/'ISARE FA'IORABI..£ A/ID BLOCK U/1/0ll5TRUCTEI) CEU 51.lE. JS 5Uffl□El'IT TO ALLOW ,:;oou GRWT R..OW). WAllR SHALL BE A!XIFO 10 PROO/JCEi C7JOO GROUT now WITHOUT SB111Er;;:AT10N OF THE C0//5ffi!ENTS. !I. aLOCK Sff.M MAY BE WET·5;,T J.1/1" II/TO THE f<JOT[N(J VIHR.E THE 00/,'CI/HE IS PI..ASJIC lf!.r;cx: STEl'1 MAY BE PiACEO TO EITIIER EDGE OF THE TREt.0/ I Yl'E tOQfl/lG. w. f[)(lllNG MUS( 8{;, POURfD ON OR mro IJ/'/VIHl/1/JJED r.:4711/W SOIL Oil ON COMPACTED FILL mTH A NIN/MUM U.IMPACTTOI'/ OF SO%. H. FI/l5I/IISl'EITJfJl'I TO HE AFTE/1. HXlllNG TRENCHES ARE READY fOl/. =t/ETE M"D ALL REQUIFIED STEEL lS TIED l/1 PlACE. SECONU IN5i'c;Cnu,; TO Ht: WHEN THE f/£Ql.l,R£.O VERT!01L 15IN PiACE N'ID rHE8WCl(WAU fSfl.EAf)YTOGJ?0//1. U 1-WrlNUM CON/JI.QI. .IOINI !,f'l,CJNG: w· we . .$' 0/C fOR WALLS TD 8E NOR.TAI/. WASHeD (.Ill ~11.1a::-u 0.)ArEU. " :rClil. TYP Ii'fTORETAINJNGVIALL ~---------------~ FO<JTING ABOVE. PRO\IIDE MIN. s• EMBED FROM EXJSl1NG GRADE l'Eil. :,OiLS ENGR, 'A, 2'--0 2'-8 J'-4 4'-0 'B' 2·-0· 2'-5 2'-6 2'-9 'C' DOWE ,.,,,,. 0/C e· 12· ,.,,,2· 0/C r· 12· 1-40J2· 0/C ,fg• ,,·I: /'f0.J2. o/C 5r ,,·E: 12" 'D' BAR #4t1:J2• 0/C ,.. .. ,...... #4032" 0/C 24• .. ,...... µw2· O/C 24" .. ,...... 14032• 0/C 27" .. ,...... DE5/GN CRITERIA: PER fHE 2()13 ("BC J. AlLOWABU' SVIL /Jf'ARJIIG PRESSURE: "' JS!)() PSF :t. ALWWAOLE lA TERA£ PASSIVE PR£'SSUR£ "' 150 PCF J. GROUT srR£N(jfH "'.2(!(}(JPSJ@28 DAYS: 4. Ri:INFORCTNG STEEL ; GRIW£ 6Q. S, SEISMIC -1 SEC. ACCELERATJON ~ JG%. 6. 1500 I'S! M/ISONRY COMPRE5SION STREl'IGrH. ;N nts rs, u· 0/C IN l'l'FF.i"OFCA.15SON. 'K' N/A N/A 4• 6" Ql'[IU/IAJ. f/A/O<P 6'-8" HIGH ORCO WALL SYSTEM SITE WALL " ORCO 6 HIGH WALL W/ 2'-0" TO 4'-0" RETAINING FOR110/ 85 MPH WIND 3 SEC GUST@ EXP C ~ s :I' <c • " " . '1nl½n ' ' ~ '" ~ ' y ' -II , 'ROVD£ MIN, IJ' EMBW I ROM'=XJSnNG GRADE 'ER S()lLS ENGR.. FOR 110/85 MPH 3 SEC. GUST@ EXP C - - . -OPTIONALFIATOIP 6616 OR 6815 CMU ----GROUTED ONLY @ VERT STEE;L I NOTE: PROVIDE #4UOWEl & #4 DROP-IN BAR AT EACH SIDE OF CONTROi. JOJNT #4 VERTDROP·IN BAR@ 40"0/C #6STDJOI/lff REINFQRCEME/VT @!:Z4"q,"C (3 Pl.ACES). #4 DOWEL @404" 0/C l.:: ,r 0 £SIGN CRifER!A: ~R THE ;]1)13 CBC ,, ' ,. ,. ,. ,. ALWWABLE S<Jil 8EARJNG PRESSURE= 15{)(} PSF AUOWAllLE !ATEJlAL PAS$1V'E PRE55URE" 150 PCF GROUT 5TRt:NGTH "' lWO I'S! @ 2/J VA)'.j. REINFORCING !irEEL: GRADE 50. SEISMIC -1 SEC. ACCEI.EFIATION ~ 70%. JSfJU PS/ /IIASUN/1.Y COMPRESSION SfRENGrH. NO ,. ' Oi'ICRETE BLOCK SHAU CONFORM TO AS1M C ')(). UES SPECIAL CO WW£ CELL SLUNP IF SLUMP BWO< 15 DESIRED. o, 2, CONCJIE ff FOR fOQTJNG SHAU 8£ 1 PAR[ CEMENT TO 2-1/2 PARr S SAND TO 3-1/2 PARrS GRAVEL WlTH A MAXI/I/UM OF 1-1/2 ONS r.JF WATER PER S<\CK. PORnAND C£MENT SHALL CONFORM SrM C 150 TYi'£ WV. Fe ~ 25()() 1'51 G.SLJ. '°' 3, RE INFORGNG Sf EEL SHALl BE DEFORMED AND CONFORM TO MA 615 GXAOE 60. PROVIDE 48 MR 01AM£rER LAP. '" ' ' E8AR SHALL BE CENTERED IN 1HE CONCRETE: BLOCK (£LL IN Oi lT 15 LOCATED. wx, 5. " CONC/lETE BLOCK 5/iALL BE IAYED IN A RUNNING BONO TT£RN WITH VERTICAL CONTINUITY OF THE C£Lts U/\'0. 6.AL L BLOCKCELJS CONTAJNJNG 'IERTlCAL REE!ARSHALL BE SOUD IJT£D. 0,0 7. /JS. ETYPE 5 MORTAll PROl-'ORrJONED USINGASTM C 270 PART '£NT TO 1/2 PART UME TO 4-1/2 PARTS DAMP, LOOSE SAND. ffM 8. GR 0/JT FOR CONCRETE 8LOCK PER ASlM C 476 TO BE 1 PART '£NT T03 PARTS SANO (GROUT MAYCONTAJN 2 PARIS J/8' GRAVEL IF WEATHER CONDTfJONS ARE FAVORABLE AND BLOCK BSTRUCTED CELL SI2E IS SUFFICIENT TO AUOW GOOD GROUT W). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT Fl.OW 'ITHOUT SEGREGATION OF THE CONSfTUENTS. ffM "' UNO FLO w 9. BL 0CK SfEM /114,)' BE WET-Sff 1·1/2" fNJO f!/E FOOTING WMILE CONCRETE IS PiASTIC. BLOCK STEM /114.Y BE Pl.ACE!) IO me '"" ER EDGE OF THE TRENCH TYPE roonNG. ,0, NAru FOOITNG MUST BE POUREO ON OIi INTO UNDISTURBED 'RAJ. SOIL OR ON CTJMPACTED FILL WlTH A MINIMUM 'PACTION OF :I{)%. WM Jl. /=I R5T INSPECTIOl'I ro BE AFTER FOOTING TRENCHES ARE r """ ""'" oom "°" '''° Y FOR (;QNCRCTE NiO ALL R£QUIRW STEEL l5 ll£U if/ l'I.A<:£, CDND INSPECiiVN TO BE WHEN THE REQUfR£1) \!ER TJ01.L 15 IN <:£ AJ/D THE BLOCK WALL JS HEADY TO GROUT. ,e ViA "· MAXIMUM CON fROL JOINT SPACING: 40' 0/C. 20' 0/C FOR lS TO 8E MORTAR WASHED OR STUCCO aJA TED. c[[[-1 WAC ,NHO/U.C (4TOTAL)ASS "" HOWN ~ . ....-. ' 1, ,. r... i--1 I PROV/DEB" E. 1NTORUAIN!N FOOTING ABO 2'-9"CONT. 1u"$1-J:J1b5fcoNI --((j----t:' ~@IJ.''O/L"!N '£R 4' OF CAlSSON. ----------r J " '-, ;•a11.. " VEFIT I =[}// DEPTU. J" STATEMENT OF SPECIAL JNSPECITON LEVEL 1 SPECIAL INSPECTION PER TABLE 1704.5.1 FREQUENCY OF INSPECTION INSPECTION TASK CONTINUOUS PERIODIC DURING TASK DURING TASK AS MASONRY CONSrRl.fTION iJEGJN5, THE FOLLOWING SHALL BE VARIFIEO TO E;NSURE COMPUANCE;; PROPOR fiONS OF SITE-PREPARED MORTAR. X (;ONSfR.UcnON OF MORT.AA. 101rrrs. X [HE lNSPEcnON PROGRAM SHALL VARJFY: SIZE AND LOCATION OF STRUCTURAJ.. ELEMENTS. X S?EC'D SIZE, GRADE Ai'ID TYPE OF RHNFOH.CEMEN f. X HOT OR COW WEAi HER CONSfRUCfJON REQ'M. X 3. PRJOR {O GROUTING, fHE FOLJ.OWJNG SHIJ.L BE 'IEFUFIED TO £JI/SURE COMPIANCE; GH.OlfT SPACE JS QWl X CONSTRUCTION OF MORTAR JOINTS X 4. GRO/JT PLACfMEl'IT SHAU Bf VERIFIED TO ENSURE 6, COMPLIANCE WITH CODE ANO CONSTRUCTION X OOCUM£NT PHOViSJONS. COM/JLJANCE WlTH THE APPROVED SUBMJTTAl.S X SI/ALL BE VERIFIED. NOTE: PROVIDE LEVEL ONE SPECIAL INSPECTION PER CBC TABLE 1704.S.1 OF THE MASONRY STEM PRIOR TO GROUTING TO VERIFY GRADE, SIZE AND PROPER PLACEMENT OF REINFORCEMENT AND TO ENSURE THE GROUT SPACE JS THE PROPER SIZE WITHOUT OBSTRUCTION OTHER THAN NORMAL MORTAR FINS -SEE CHART. MA TERIA.LS: I 1-1 ,- .r 3'UR. TYP. PROVIDE MIN. IJ' ENB£0 I FROM EXJS/ING GRADE ~PER SOILS ENGR. == I---0/lLl/ o/ll~ QR 55Jl r..MU GRal.JTfl) OM.Yr§} ERTSTEEL 114 VERT QIWP-//1 tfR -j!Jl" we PR()Vll)o :Jf" !.<I' /NU/MJQ r:HU !iil"EMl!<W~t. #0 !ii/"D JOl/fT F/£1,FOI/.O:M<NT v--@2-l"DjC(:JPIACB}. '- --------NOTE.-PIOVID£ #4 OOWEL & #4 DROJ-IN BAR AT EAQ-i SID£ OFcONTROL JDJNTS, ENOS OIWAU.S AND @ WAIL HEJGHTJiANGES V ,,-=,@"""" r--1..EVE!.BIOrFlU. U5EI-/Affi'E / ~ 5Dfts EIIGJI. J. $U/( Ut:ARJI/G P!IES5iJ!IE = 1500 r5F _,. 1/J 1MX /<)J( WINLJ SHal!lC. oQIJJVAiltlf FLUJU PRtSSU/1.E ~ J5 PSF PER 50/LS =• 2.1.UOWASLE LAlfAAL l'ASS/i'f PIIE5SIJXE -JSQl'Sf. J. GROIJT STRJ'I/Gr/1"' 2rJ{}(} P51 flJ 28 ~l'S'- 1. RW/fOl<QNG S/EfL: G/1,WE W. 5 5FI5NlC -1 5CC. ACal.HiAIION • lfi'J/,. ll. Lll/0 PSI f'«SOI//IY 0:.WPRE5SJO/I 51Rffi<,/H, NOTES: l, Cr»OI£/£ WXX5HALJ.WIFORll10AsrMCW. ORCOSW, PRE05/UN B/..OCKM4r BE U5ED. 2. COIICRETI! f0/1. l'OOTING S'/AlL BE! !WU CEMF/ffTO 2-111 PA/I.TS SANO TO J-1/2 P,11115" G&Wfi WIT/I A M/lX/MUH OF l-lj, GAUDr!S OF WArol PER $JD: fORTI.AM) aME,VT Si/AIJ. CONfO/IM TUASTMC l51.l rYPE/JjV_n:~ J'MJP51 J. ~/fiF<J/K/IICa STEEi. 51/AJJ. EIE /!ER!RNWMO (Y.JAf<.)l<M IU ASTN A 61S GRADF «!. PROVIDe 48 Bs/l DWIETEFI. W, 1. RE/Wl 5HAU IJEC£/ITflID}il/ THE COi/CRETE fi/.OQ{ UU. ill IWI/OlfflSWCAlW 5, CTJI\U!ETI! U!.GCI< SXA/.!. liE u,rw Ill A IWllll/f/G /iGltO ""Tr.RN = VBiTICAL WNTINUITYQF TliF 0:u.5 LJ//0. 6. Af.!. BLOCK t:E!1S (X)/\/fAJNJN(i W'!lflCAI. """'1!1 SXAU IJE SOU,, GR.OU/£/!. 7. ll5E OBI' TYPi: 5 NU/WIii PROPOIITIIXYED U5II/G /ISrH C llfl. J PAP.TCEMENT TO 1/2 PAP.T LJHE 10 H/2 PM1S OAl'1P, LOOSE -B. GII.OWFORCT.JNO<EfEllU)0(1QfJE, l'ARTCEM</'fT10J PAR/5 SM!! (GR.OIH 1>!4n;Ol'/TN/0 PAR1S J/8" PEA -VOL If WC'llf/ER CVllDfrIO/'/SA/?E .FA.tJll.<filE MU tJJ.GQ( LJrlOtj51KUCfW CEU 5/ZE IS SIJFF/r;JEIIT 7Q A!.i.Qrl= 1,J!Wf /WW). WAW? 5HIJ..J. fJE Al){)fJJ TO P/1.0DI.ICE 1100D rilWlff R.OWWIDiO!ff 5EGREG-I T/ON OF THE WN5lTIIEIITS ~ AfT,'11~. g_ 1!1.[)Q(!ifEM MAY HF Wff SETJ-1/r ii/TO Tri," FQOT!NG WHILE TIIE COIICRETE IS Pf,'STI(;. ~W<:K $1EM M<1Y /JE FtACfO TO ~R fl1l,E QFTr/E TRENCH rYPE f()()TING 10. FOOTING MU:,T iii: POl.ifl:fO Q!/ Oil ii/TO IJIIQ/STIJRJJEO 11.Ul/fl:Af. 51:'/L ~ OIi WMJ'AC/to filL WUif A M//1/l'IIJM 00/1PACTW/IOFW% 11. FIRST l/lSl'E(f/0/i l() /JE AFff.R FQOflNG fflENaiE5 A[IE fl.£Ai)Y FOR== /WO ALL ~RED STEEL IS nw IN FtAr:E. SR.OOD il/Sl'f(,WJM fO ll£ WHE/1 THE R.."QU/MD 'IEIITJCAl. l'i //1 Pl.A~ A//0 TI/E !JJ.OCI( WAlL JS l<cAO~ TO Gfl:Ol.ff_ 12. MAAJMUM CO/ml.O!.. JO!Nr SPACING: iO' (1/COfl: .l(J Q1C IF /HF ~/All ISTO/JEsrrx:w W,,/!'D. •N HOII.Z. WNT. 1;;1 u· m: fOPANl)IJQr!f.JMASSHUWl'I i--1 I Pll0VJD£ ll' EMBED INTOREAJNING WAll FOOTING ABOVE. 112"DL4. CAISSON I __L___ / @ 6°0" 0/C -._, ~ ~Q -'' ITB@ U"cyc W UPP£/14'0FCA.ISSUN. [/ j"CJ.R, 'A' 'B"C' DOWEL 'D' BAR #4 Vfi/T I CAI~ON /}Ef'r/1-3• 4'-0" J'-J' /ff116-0/C 1"7" IZ-L RETAINING WALL NOTES: CONTRETE; fc = 2500 PSI@ 28 DA rs. 7. THE RETAINING WALLS SHALL NOT BE BACKFIUED UNTIL AT LEAST 14 DAYS -UNLESS PROPER SHORING IS PROVIDED. REJNFORGNG STEEL: ASTM A-615 GRADE 60. CONCRETE MASONRY UNITS; ASTM C 90 MORTAR: USE OBP TYPES PER ASTM C 270 GROUT: USE 2000 PSI@ 28 DA rs PER ASTM C 476. CEMENT: PORTLAND CEMENT PER ASTM C-150 TYPE II/V. GENERAL NOTES: 1. All MATERIALS, PRODUCTS, WORKMENSHIP, TESTING AND INSPECTION SHALL COMPLY WITH THE 2010 CBC. 2. All FOOTINGS SHALL BE POURED ON UNDISTURBED NATUML GROUND OR ON UNDISTURBED ENGINEERED FILL. 3. WALL SHALL BE LAID TRUE AND PLUMB~ AND All CELLS SHALL BE GROUTED SOLID. 4. All SPLICES SHALL BE 48 flAR DIAMETERS. 5. ALL VERTICAL AND HORIZONTAL BARS SHALL BE TIED TOGETHER. 8. WALLS SHOULD BE GROUTED AT 4' HEIGHT INTERVALS. GROUTING SHOULD BE PERFORMED AS SOON AS POSSIBLE AFTER THE CONCRETE MASONRY UNITS ARE PLACED. 9. PROVIDE CONTROL JOINTS AT 40' 0/C MAX. JV. BUILDING DEPARTMENT INSPECTION SHALL BE OF THE FOLLOWING STEPS: 1st. FOUNDATION TRENCH WITH SECURED REINFORCING STEEL. 2nd. BLOCK WALL WITH REINFORCTNG STEEL BEFORE GROUT. 3rd. MID-HEIGHT GROUTING FOR WALLS OVER 4' HIGH. 4th. GROUTED WALL AND DRAINAGE SYSTEM. 5th. BACKFILL AND FINAL, 11. PROVIDE 4""' SDR 35 PERFORATED PIPE WITH PERFORATIONS DOWN AT 1 % MIN. SLOPE WITH 1 CF. OF3/4"GRAVEL WRAPPED WITH MIRAFI 14VN FILTER FABRIC OR EQUAL. BACK DRAINAGE SYSTEM SHALL HAVE TEE CONNECTION.AND NON- PERFORATED 2"c,, OUTIET PIPE AT EVERY 10' 0/C THROUGH THE WALL AT 2 % SLOPE ABOVE THE FINISHED SURFACE - OR PROVIDE DRAINSTAR SUBDRAJN SYSTEM AS SHOWN. 6. DO NOT USE HEAVY COMPACTION EQUIPMENT ADJACENT 7fJ THE WALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO THE WALL RESULTING FROM INAPPROPR:ATE COMPAC(ION TECNIQUES AND EQUIPMENTS. ORCO 6' HIGH WALL W/ 2'-0" -4'-0" RETAINING FOR 110/85 MPH WIND 3 S'=C. GUST@ EXP C n KEY DOWS. .@ 12" CVC 1"4"HIGHUM.~ F,· 'A' '8' 2'-0' 2'--3 2'-8' 2'--6 3'--4 2'--6 4'-o· J'-o ·c· •• 6" 9• 15• B---ORW~JO,OOlG,(JRoJ;l~O'/U GJ/WTEOOM.Y@ VERTSlm u· u· 'F' DOWEL 1-4032• 0/C :n· ,,.:J /4t11a• O/~.f1• ,,. J40.J2~ 0/C .f9-,,.:J ,.,,, •• 0/':_f7" JO" 'G' G' 11'.R. 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FOOllNG INTERSECTION DETAIL N.r.s. tl-lHORL ,r»rr.@ 12'0/CAS /IEQU!RED - PP.UV/DE ,N" MIN. !AP MD MAINTAIJI J" CLE-WFf/OMSOIL CONCRHE FOOl1NG #4/iOIIZ. WNT. 90J)f6, f/El«OOWEL W/ 24" MIN. lAP MD MAJNTAJ/1 3" CIB!R HIOM 50[1 NOTE; PRO'ADC CONTROL JOINT IH BUJCK Wl,LL -"BO\£: NO WALL HORIZONTAL RE11AR ro RUN mROUGH JNTERSCCnOH. FOOITNGCORNER DETAIL N.r.s BLOCK WALL W/ REJNFORCTNG PER DETAILS. 1N HORZ. CONT. @ TOP AS REQUJFIED - PROVIDE 24" M1N. lAP ANO MAJNTAJN J" CLEAR FROM SOIL. ;:; "' • Cl I .,,----V---V--v----.~ S££ SH££T 14 2) FOR RETAINING WALL _O£iAILS WITHOUT CAISSON #4 HORZ. CONT. @BOTTOM-PROVIDE Z4" MIN. 1AP AND MAINTAIN 3" CLEAR FROM SOIL .\S BUILT" // './4 1'-0" !IJ@J/!8 FOOTING STEP DETAIL RCE 4?./,/5" DATE REVIEWED, BY: J ""7 A ct Ul.k.. INS,PECT,PR I/· 't:r· }/?' DArE CITY OF ENGINEERING CARLS BAI I SHEETS I DEPARTMENT .14 GRADING PLANS FOR: STATE STREET TOWNHOMES RETAINING WALL DETAILS APPROVED:/fiASOW OJI/ Gil~E;i<T c:c::-c-::-c:c--'S{,f"' t .. 9'!:!..>-Y"'-,La/1.....,,~""'-\:1----c--:--Jl • l~' Jl/ CITY ENGINffR PE 63912 EXPIRES 9/30/76 DATE Z/10/15 MA /;,,_ CLl,U/tYAr& (A/SS(J,'/F(l/? .RCT. WALL DWN BY: PROJECT NO. I DRAWING NO, DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISDN DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL CHKD BY·~ RVWD BY: CT 13-05 . 484-2A ,:1 !,I i ii ['I 11 1:, I ,1 ' r 01 oz 15 - ..c o(?.. ,C • ' I " ' I ' CONCRETE NOTES 1. UNLESS NOTED OTHERWISE AT SPECIFIC LOCATIONS AND DETAILS, ALL CONCRETE WORK SHALL HAVE THE FOLLOWING PROPERTIES: CONCRETE I OCATION 28-DAY STRENGTH /f'c) W:C RATIO MAX. SIZE AGGREGATE CAISSON 4,500 PSI TYPE V W:C~0.45 1.5" DIA. 2. UNLESS OTHERWISE NOTED, ALL CONCRETE SHALL BE NORMAL WEIGHT UTILIZING AGGREGATE CONFORMING TO ASTM C33. 3. UNLESS SPECIFICALLY DETAILED OTHERWISE, REINFORCING STEEL SHALL HAVE A MINIMUM PROTECTIVE CONCRETE COVERING AS FOLLOWS: -CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -CONCRETE PERMANENTLY EXPOSED TO WATER/MARINE ENVIRONMENTS , -CONCRETE EXPOSED TO WEATHER: NO. 6 THROUGH NO. 18 BARS . . . . . . . NO. 5 BAR AND SMALLER INCLUDING WIRE MESH. -CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: SLABS, WALLS, JOISTS: NO. 11 BAR AND SMALLER ... NO. 14 AND NO. 18 BAR .. BEAMS, COLUMNS -PRIMARY REINF, TIES/STIRRUPS 3" MIN. 4" MIN. 2" 1 1/2" 3/4" 1 1 /2" 1 1/2" 4. CONTRACTOR SHALL COORDINATE WITH ALL TRADES (MECH, PLUMBING, ELECTRICAL, DATA, ETC.) TO ENSURE THE PROPER PLACEMENT OF ALL OPENINGS, CONDUITS, SLEEVES, INSERTS, DEPRESSIONS, ETC. BASED ON APPROVED DESIGNED DRAWINGS. 5. UNLESS OTHERWISE NOTED, CONCRETE WITH A 28-DAY COMPRESSIVE STRENGTH IN EXCESS OF 2,500 PSI REQUIRES THE SUPERVISION OF A DEPUTY INSPECTOR CERTIFIED BY THE CITY OF CARLSBAD CA. 6. CONCRETE MIXES SHALL CONFORM TO THE PROPORTIONS ESTABLISHED BY CODE FOR THE VARIOUS CONCRETE STRENGTHS REQUIRED FOR THE WORK. CONTRACTOR SHALL SUBMIT MIX DESIGNS FROM A LICENSED SUPPLIER FOR SUCH DESIGNS TO THE ENGINEER OF RECORD AND SHALL SUBMIT COPIES TO THE BUILDING OFFICIAL TO OBTAIN APPROVAL PRIOR TO ITS USE IN THE WORK. 7. CORROSIVE ENVIRONMENTS: A. THE CONCRETE MIX DESIGNS ABOVE AND THE DIMENSIONS OF THE CONCRETE ELEMENTS ARE BASED ON STRUCTURAL DESIGN REQUIREMENTS AND INCORPORATE THE MINIMUM RECOMMENDATIONS OF THE SOILS/GEOTECHNICAL ENGINEER. B. IF THERE HAVE BEEN NO SPECIAL RECOMMENDATIONS FOR CORROSION ON THE PLANS AND/OR SOILS REPORT, AND IT IS DISCOVERED THAT CORROSIVE ELEMENTS (SULFATES, CHLORIDES, ETC.) ARE PRESENT: 1) SPECIAL MIX DESIGNS AND HIGHER COMPRESSIVE STRENGTHS MAY BE REQUIRED THAT SUPERSEDE THE MINIMUM MIX DESIGNS SHOWN ABOVE. 2) THE CONCRETE STRUCTURAL MEMBERS MAY REQUIRE ADDITIONAL THICKNESS AND/OR DEPTH TO ADDRESS THE ADDITIONAL COVERAGE REQUIREMENTS. REINFORCING STEEL 1. UNLESS SPECIFIED OTHERWISE ON PLANS, REINFORCING STEEL SHALL BE AS FOLLOWS: -NO. 3 BAR: INTERMEDIATE GRADE CONFORMING TO A615-40 -NO. 4 BARS AND LARGER: HARD GRADE CONFORMING TO A615-60 -BARS SHALL BE DEFORMED AS PER ASTM A305 (EXCEPTION: #2 AND WIRE REINF.) -REINFORCING AT MASONRY WALLS AND MASONRY WALL FOOTINGS SHALL BE INTERMEDIATE GRADE CONFORMING TO A615-60 -WIRE MESH SHALL CONFORM TO ASTM A 185 -REINFORCING TO BE WELDED SHALL CONFORM TO ASTM A-706, GRADE 60 2. BAR PLACEMENT: -REINFORCING BARS SHALL BE ACCURATELY SECURED BEFORE PLACEMENT OF CONCRETE, GROUT, SLURRY, OR MORTAR. -REINFORCING BARS SHALL BE CLEAN OF DIRT, RUST, GREASE OR SUBSTANCES LIKELY TO IMPAIR BOND. -ALL BENDS SHALL BE MADE COLD. 3. REBAR WELDING -WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY THE ELECTRIC ARC PROCESS UTILIZING E60XX ELECTRODES, AND PERFORMED BY WELDERS CERTIFIED BY THE CITY OR COU~TY OF JURISDICTION. -WHERE REQUIR[D, WELDING OF REBARS SHALL BE PERFORMED UNDER THE CONTINUOUS INSPECTION OF A DEPUTY INSPECTOR CERTIFIED BY THE CITY OR COUNTY OF JURISDICTION 4. UNLESS SPECIFIED OTHERWISE ON PLANS, SPLICING OF BARS SHALL USE MIN. 40 BAR DIAMETERS (24" MINIMUM) IN CONCRETE AND 48 BAR DIAMETERS (30" MINIMUM) IN MASONRY WALLS. CAISSON PLAN REVIEW 1. CAISSON PLANS AND CALCULATIONS PREPARED BY D.J. SCHEFFLER INC., PROJECT NO. 14529 SHALL BE REVIEWED BY THE ENTITIES LISTED BELOW FOR APPROVAL AND COMPLIANCE TO THEIR RESPECTIVE RECOMMENDATIONS AND DESIGNS: A. LGC GEOTECHNICAL INC. OF SAN CLEMENTE CA. FOR COMPLIANCE TO THE RECOMMENDATIONS WITHIN THE REPORT PROJECT#: 13082-01, DATED JUNE 27, 2014 AND ADDENDUM LETTER DATED SEPTEMBER 5, 2014. 8. AMID ENGINEERING GROUP OF IRVINE CA. FOR COMPLIANCE WITH THE INTENT OF THE LATEST STRUCTURAL PLANS C. RONALD E. MARTIN, RCE 48689 FOR COMPLIANCE WITH THE INTENT OF THE POST-TENSIONED FOUNDATION PLANS PREPARED BY JD REINFORCING COMPANY, PROJECT NUMBER 2972. D. ADAMS-STREETER CIVIL ENGINEERS, INC. 15 CORPORATE PARK OF IRVINE CA FOR FOR COMPLIANCE WITH THE LATEST PRECISE GRADING PLANS. 2. UPON VERIFICATION THAT THE CAISSON PLANS AND CALCULATIONS ARE IN COMPLIANCE, THE ENTITIES LISTED ABOVE SHALL ISSUE THE CONCLUSIONS OF THEIR REVIEW TO THE CITY OF CARLSBAD EITHER WITH A WET SEAL ON THE CAISSON PLAN COVER SHEET (SHEET 1 OF 2 ON THE PLANS PREPARED BY D.J. SCHEFFLER) MARKED REVIEWED AND APPROVED (OR NO EXCEPTIONS TAKEN), OR THEY SHALL ISSUE A LETTER STATING THAT THE PLANS ANO CALCULATIONS HAVE BEEN REVIEWED AND ARE IN COMPLIANCE WITH THEIR RESPECTIVE DESIGN RECOMMENDATIONS. CAISSON DESIGN CRITERIA 1. FOUNDATION DESIGN COMPANY: DATE OF LETTER: PROJECT #: FOUNDATION TYPE: IS BASED ON SOIL INVESTIGATION LETTER PREPARED BY: LGC GEOTECHNICAL, INC. OCTOBER 15, 2014 13200-01, DATED JULY 3, 2014 POST TENSIONED SLAB (SUPPORTED ON CAISSONS WHERE APPLIE3) 2. CAISSON DESIGN SHALL USE THE FOLLOWING PARAMETERS: END BEARING: 3,500 PSF SKIN FRICTION: 500 PSF LATERAL LOADS: LEVEL GRADE -IGNORE LATERAL LOADS 3. CAISSON LAYOUT, TOP OF CAISSON ELEVATION, AND TOP OF RCP PIPE ELEVATION WAS GIVEN BY THE CIVIL ENGINEER OF RECORD ADAMS-STREETER CIVIL ENGINEERS, INC. 15 CORPOFATE PARK, IRVINE CA 92606. 4. THE TOTAL ESTIMATED BUILDING LOADS (INCLUDING DEAD LOADS OF WOOD STRUCTURE, POST-TENSIONED FOUNDATION, AND APPLICABLE LIVE LOADS) WAS GIVEN TO D.J. SCH,FFLER BY AMID ENGINEERING GROUP OF IRVINE CA. 5. P.T. FOUNDATION: FOUNDATION PLANS PREPARED BY JD REINFORCING COMPANY, PROJECT NUMBER 2972 BY ENGINEER RONALD E. MARTIN, RCE 48689 TO REVIEW THE CAISSON LOCATION TO ENSURE THAT THE SLAB AND GRADE BEAM DESIGN IS ADEQUATE ASSUMNG THE FOUNDATION IS REQUIRED TO SPAN FROM CAISSON TO CAISSON. 6. D.J. SCHEFFLER INC. USED THE GIVEN ALLOWABLE END BEARING PRESSURE COMBINED IVITH THE GIVEN ALLOWABLE SKIN FRICTION TO DETERMINE THE MINIMUM REQUIRED DEPTH TO SHISFY THE TOTAL SUPERIMPOSED LOADS. D.J. SCHEFFLER INC. ASSUMES THAT THE ALLOWAB_E DESIGN VALUES GIVEN BY THE GEOTECHNICAL ENGINEER DO NOT NEED TO BE REDUCED, BUT ARE CONSISTENT WITH THE ALLOWABLE STRESS DESIGN (ASD) PROCEDURES, AND HAVE A ~INIMUM FACTOR OF SAFETY OF 1.5 BUILT WITHIN THOSE VALUES (3,500 PSF END BEARING, 5JO PSF SKIN FRICTION RESPECTIVELY). 7. THE REQUIRED MINIMUM DEPTH OF THE CAISSONS SHALL EXTEND BEYOND THE TOP OF THE EXISTING RCP PIPE ELEVATION, ANO ANY CONTRIBUTION OF THE SOILS ABOVE THE TOP OF THE EXISTING RCP PIPE SHALL BE IGNORED. 8. THE MINIMUM REQUIRED REBAR CAGE (As~1 .0% STEEL) IS ADEQUATE FOR THE AXIAL LCADS PLACED ON THE CAISSONS. 9. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE SOILS REPORT ANO CORRESPONDING ADDENDUM LETTER(S) ON THE JOB SITE AT ALL TIMES AND BE RESPONSIBLE FOR All REQUIREMENTS THEREIN. GENERAL CONDITIONS 1. GENERAL CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO ,TARTING ANY WORK AND SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK ANO MAT8IALS, INCLUDING THOSE FURNISHED BY SUB-CONTRACTORS. 2. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK IN QUESTION, INCLUDING BUT NOT LIMITED TO DISCREPANCIES BETWEEN THE STRUCTURAL PLANS WITH THE ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL, AND/CR PLUMBING/UTILITY PLANS. ANY ORAL COMMUNICATION OF SUCH DISCREPANCIES SHALL BE FOLLOWED UP IN WRITING. THIS MUST TAKE PLACE PRIOR TO CONSTRUCTING, PURCH/GING OR EXPENDING ANY CONSTRUCTION EFFORT. THEREFORE, FAILURE TO COMPLY AND IGNORNG STRUCTURAL DETAILS SHALL BE CONSIDERED A BREACH OF CONTRACT ANO THE CONTRACTOR SHALL HOLD HARMLESS AND INDEMNIFY THE ENGINEER ANO ARCHITECT FROM ANY CLAIMS WHICH MIGHT ARISE. 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2013 CALIFORNIA BUILDING CCDE ANO ALL LOCAL CODE REQUIREMENTS. ANY A.S.T.M., A.C.I. AND A.I.T.C. DESIGNATIONS, REQUIREMENTS, AND TESTING PROCEDURES SHALL BE AMENDED TO MOST RECENT DAlE, UNLESS NOTED OTHERWISE. 4. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETALS ON THE STRUCTURAL DRAWINGS. REFER TO ARCHITECTURAL, MECHANICAL/ELECTRICAL/PLUMBING DRAWINGS ETC. FOR MOLDS, GROOVES, CLIPS, GROUNDS, DROPPED SLABS, CURBS, E-C. NOT SHOWN ON STRUCTURAL DRAWINGS. CONSTRUCTION NOTE THE ENGINEER OF RECORD FOR THESE PLANS ASSUMES RESPONSIBILITY FOR CONSTRUCTION BASED UPON THE LATEST DRAWINGS (INCLUDING APPROVED REVISIONS) AND ASSUMES NO RESPONSIBILITY FOR CONTRACT BIDS OR PROJECT CONSTRUCTION MADE FROM DRAWINGS WHICH DO NOT REFLECT BUILDING DEPARTMENT CORRECTIONS AND A CONCURRENT ENGINEERl~G CHECK. ANY DISCREPANCIES BETWEEN THE CIVIL, ARCHITECTURAL, LANDSCAPE, AND ENGINEER"G DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THIS OFFICE PRIOR TO STARTING OR PROCEEDING WITH CONSTRUCTION. .,,,- CAISSON DETAIL SCALE 1/2"~1'-0" FINISHED FLOOR PER PLANS " I/ COLD JOINT / ., <l ' . 0 b ' • +-- " . -d FINISHED GRADE PER C \/IL ' u 0 0 I ·.,_ ITT °' @ w V) 0.. w §jF n """ w _J :::, 0 w I u V) w w V) ~ SEE CIVIL PLANS FF.~ I F.S. ,,--,.. ~ I TOP OF CAISSON~ PER SCHEDULE I LI.. 0 °' 0 z LI.. 0 w i= °' °' 0 0 z [L (.'.) SECTION VIEW AA SCALE 1"-1'-0" I A A I 0 w °' :::, a [1J #3 CLOSED LOOP TIES -°' z $ TOP OF PIP.=:E:::'(~R~C':cP)':=-:-::c=---=·---t-1-=i,.._ PER CIVIL (SEE SCHEDULE IT] (8) #7 VERT. BARS EQUALLY SPACED V) z oz -o f-- 0 u VJ V) C (.'.) :e: 0 f-w 0 °' O-u..:::, a zW w °' [L w LI.. w- 0 ,----12 :':'i t, :::, - u °' _J LI.. <)z " Ct'. VJ w Q_ «I Oc.:, i,!z :::, °' a« WW °' en ID f-z c.:,W Zc.:, "Jz in z:::, "' FOOTING DETAIL SCALE 1/2"~1'-0" 2'-0" DIA. CAISSON ci ' 00 @) V) w i= n ""' 4' u LI.. 0 I f-0 z w _J z "' POST TENSIONED FOUNDATION SYSTEM BY OTHFRS ------~-------➔------------------~ w 1 ~"' Fr'-0" I 0 ~ . MIN. I r: I Q_ ' 8' -0" (SEE NOTES) NOTES: 1. WITHIN 8' -0" OF THE NEAREST CAISSON, GP-ADE BEAM OF THE POST-TENSIONED FOUNDATION MUST BE BEARING UPON COMFETENT MATERIAL (OR ENGINEERED FILL PER GEOTECH'S RECOMMENDATIONS) SUCH THAT THE CAISSON AND THE GRADE BEAM WILL EXPERIENCE SIMILAR OVE,ALL SETTLEMENT. 2. COMPETENT MATERIAL SHOULD EXTEND MINIMUM 12" OR GRADE BEAM WIDTH TOWARDS THE CAISSON, WHICHEVER IS GREATER (DEEPEN FOOTING IF REQUIRED). 3.IF COMPETENT MATERIAL CANNOT BE REACHW, ADDITIONAL CAISSON(S) MAY BE REQUIRED. CONSULT D.J. SCHEFFLER FOR MNIMUM REQUIRED DEPTH IF ADDITIONAL CAISSON(S) ARE USED. - '---....---' I -~ I ' FINISHED GRADE PER C \/IL I . I • V) oz ~~ w W D VJ z LI.. (/) Q_ ~ u °' Q_ 0 _J z-F~ (/) u xw Ww V) TYPICAL CAISSON DETAILS , . ~ CITY OF' CARLSBAD ~ 1-----J----j-----------------t---t---t---t----i L.23_j ENGINEERING DEPARTMENT l_1_±__j ~c=AJ=s;:s;:o==N:;..=:P;L=A;:N;:S=F;:O;:R;::=========='-'.::=====; STATE STREET TOWNHOMES D.J. SCHEFFLER, INC. f------l--+-------------+--t----t---t-----t General Engineering Contractor f---+----+-----------------+---+----+----+---i ~~~~cc=?'F.~~;::==~~~===========i CA License No: 582912 f----+---+-------------------+-----i-----t-----i----i APPROVED/J.;s_o_JN/)S4P~JQE.RT 2500 W. Pomona Blvd. f-------j---+-----------------+---+------11-----+-----t ~ ~.....f &Pv< JJ,ZS' ll{ Pomona, CA 91768-3218 f---+---+-,_--------------+---+----+---+-----t ~Cl=TY:::::EN::G=l~=[E=R=PE=63~9=12=EX=P=IR=E=S =9':: /3=0:':::: /16==:::;;:::= .~c-=--,DA=.T=.E=.=.=; www.djscheffler.com f---+----f-'&.,1..L__ _______________ +---t----t--cc--t----cc---J DWN BY: ~ 1 PROJECT NO. I DRAWING NO. <;()PlRll,KT, 0,J, s-:;HiHU:R, INC, ~P~ES6L1 REIEINES m, COt.<t.<O.S L}.'N COPYRrJIIJ MO 0"1E" FROP<alY aic,11s IN '"ES< P~S TIO($[ PIJ\l,S Ml: NOi TO ;;.; aEPl<UOUCE'J, CiW,OED 0,1 COFIE'~ IN M,Y fORM, NOR AAE lH,r TO OE .,,,~rn TO ANY THIRD PARTY, WLTHOUT <ISST Oaf;.,l,\S THE E>:PRESSED •RLTEN Pffi~ISSIO/l >l<D CQSSSl<T OF Q,J. ,c,u,1.rn, INC. Phone: (909) 595-2924 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY:-~LZ=="-"-- Fax: (909) 598-8639 ENGINEER OF WORK REVl310N DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CT 13-o5 4s 4-2A I; 050515 ' i ' CAISSON SCHEDULE CAISSON TOP OF CAISSON Ok TO r,,,IUMBER CAISSON LENGTH ROUND PER CIVIL (FEET) (FEET) C1 39 .30 20.7 21 .0 C2 39.30 20.6 21.0 C3 39 .30 20.6 21 .0 C4 37.53 1 8 .8 1 9 .0 C5 37 .53 18.8 1 9 .0 C6 37.53 18.8 1 9.0 C7 37 .33 18.4 1 9 .0 CB 37 .33 18.4 1 9. 0 C9 37 .33 18.4 19.0 C10 37 .33 18.3 1 9 .0 C 1 1 37 .33 18.3 1 9 .0 C12 37 .33 1 8.3 1 9. 0 Cl3 37 .33 18.2 1 9 .0 C14 39 .40 20.8 21 .o C15 39.40 20.7 21.0 C16 39 .40 20.7 21 .0 C17 37 .73 19.0 1 9 .0 C18 37.73 19.0 1 9 .0 Cl9 37 .73 19.0 1 9. 0 C20 37 .63 18.7 1 9 .0 C21 37 .63 18.7 19 .0 C22 37.6.3 18.7 1 9. 0 C23 37.30 18.2 1 9 .0 C24 37 .30 18.2 1 9 .0 C25 37 .30 18.2 1 9 .0 CAISSON NOTES: 1. TOP OF CAISSON DIMENSION AND CAISSON SPACING AS PER CIVIL DRAWINGS. 2. SURVEY AND LAYOUT OF PILES SHALL BE BY OTHERS. 3. IF WATER IS ENCOUNTERED OR IF CAVING OF HOLES OCCURS DURING DRILLING, TEMPORARY CASING OF HOLES SHALL BE REQUIRED. VIBRATORY HAMMER SHALL NOT BE USED FOR CASING. 4. SEE SHEET 12 OF 13 FOR ADDITIONAL INFORMATION INCLUDING TYPICAL CAISSON DETAILS, GENERAL NOTES, AND MATERIAL SPECIFICATIONS. ~ ~ '--. '- TO .. GAISSON=39.30 T.0. ~IPE (RCP)=30.6 F.F.=42.50 '- T,O. CA(SSON"'39.30 LO. Plf'.E. (RCP)=30.7 F,F.=42.50 t;o. C:AISSQ.N=39.30 T Q. PIPE (~CP)h3Q 7 . T.O. STEM WALL=40.20 T.O. CAISSON=37.53 LO. PIPE (RCP)=30.8 T.O sn;M WALL;,,;il),20 T-P, CAI$SONC,J753: T.O. PIPE (RCP)=30.8; ' . ; ,F;f."';40,:!0;J,:,, . lcl, O ISSciNi37.5'3 T.Gi Pl~Ei (RCP)d3Q,8 '··j ; Tl '. ("· : ....... ' ; .. ,., .. ,.,., . ..: .. , . ' :, , ' ., -, .,:, .. , ... rf0;th'1\l T.O. STEM WALL'=4o.oo · ! T.O. CAISSON=37.33 : 'T.O. PIPE (RCP)=31.0 • 'T.O. STEM WALL=40.00 i T.O. CAISSON=37.33 ' T.O: PIPE (RCP)=3l.O: " " \ " \ \ \ .\ \. \ \ \ \ \ \ \ \ \ \. I T •'•• ,.,,,.·,, ,,c;,· / ,; / I. T.O." :CAIS$0N=39 .40 T,Q, !flPE (RCP)=30.7 T.O. STEM WALL=40.40 T.O. CAISSON=37. 73 T.O. PIPE (RCP)=30.8 rt;o,'CAISSON=37.70' IT.O. PIPE. (RCP}=3Ct8 i EXIST66" SD lol.31lta EXP. 3/31/zo i ½ DATE CAISSO:N LAYOUT IJ•?t', IY 10 O -----I ■■■■■ GRAPHIC SCALE: 1 IN 10 20 i----1 = 10 FEET 30 \ DATE , ~ CITY OF CARLSBAD ~ t-------;~----------------t----t----+---+---i L1.,U ENGINEERING DEPARTMENT L2±_j :==~==========:::"::===: CAISSON PLANS FOR: STATE STREET TOWNH0MES D.J. SCHEFFLER, INC. t------f'--t---~--------+--+-----+---t-----1 General Engineering Contractor i--------t-----------------+----+----+---+----'I :======~f==:'==c,,===c===c==============; CA License No: 582912 1----'l----t-----------------t----t----+---+---,t APPROVED· 2500 W. Pomona Blvd. 1-----t--+----------------+---+----+---+---1 /J,ZS,IY Pomona, CA 91768-3218 1----1----+,c----------------t---+--+----t----1 CITY ENGi EER PE 63912 EXPIRES 9 30 16 DATE COPYi<r.,Jilc ~J-SCHmLE•, JHC. E:\PSC55LY SESE""ES www.djscheffler.com 1 ;:;O;:W;;;N:;=::B;::Y;::, ===:::;-;:===P=R=O=JE:'::C=T=N=o=. ==;;, =o=R=A=W=IN=G=N~O. ~1~111;"~~01~1c5'{"pJ;.0;~~~~J,..0~i"Ntr"0ia"T. Phone: (909) 595-2924 DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ffe ~~R~~~~a~f<',~~~EllUHTOc;;;,:-runi~D~~~•rrr11t:'.i: Fax· (909) 598 8639 ENGINEER OF WORK REVISION DESCRIPTION RVWD BY·. CT 13-05 484-2A :5'coc~rrm:'"tr n~grJ:~.~-RITIES Ha~iSSIDN • -OTHER APPROVAL CITY APPROVAL ~-------~ I, '1 --l)l ~ -~ t.:;t ~ ...t:: ' } 6 1-8 11 HIGH UPPER WALL PER SECTION 8-4 FOR 110/85 MPH 3 SEC GUST@EXP C ;i :,: 3' <o <l ~ ~ ~ • ,! ~ " • ~ ~ ,, ~ I, ,, v v ' ' [ • ~ ' ~om QM!FIATG.P OSCO GR 6ll!6, M16, OR 6618CMU OUTEOONLY@'IERTST'EEL I "°'" MOOR ~VER.m:AJ. OOWEL OP-Jfl RftWt SPAONG BY FOR SU/MP Ol.OCK. ~WC ,. \'ERT DROP.Pi ll<IR @ -IO' 36" 0/C FOIi, 18" LOIW; we, a1U) " STIJ JOJf/T RJ:INFOll.crMENT @ 0/C (3 PLACES). USE #S $TD. WMPBLOCK Ir-"· '°"' '°"""' 'AlllJ RflURN WALLS WHERe SWALE OCWRES, A 1/2 81.0CJC UT@ SWALE GRAD£. PROVIDE Af/0 #4 OROP-lN WIR ON EACH DRAINAGE MAY1£FTO #4DOWEL SIDf:OfTHE 1/Z BLOCK VRA!N, mx, WEL@4C"O/C v-(36"0/ C FOR 18"1.0NG CMLJ) I 0+2<0• r rT.L..! t _Lj-. -,,,ill, ~ t- I\ }1-- II I I ~ " HORZ, CO/'IT. OESrGN CRIWUA: PER THE: 2013 QIC 1. ALL0WA&f" SOIL £1eARING Pf/.5SIJR£ = 1500 P$F 2 AUOWABLE !AlEW. PASSJVE PR£5S/1Re = 150 PCF 3 GROUT$JREMSI11 = ZO(Jf) PSI fi) 28 DAYS'. 4, REINFQRONG STEEi. : GIIADE 60. 5. SESMIC ➔ l SEC ACCELERATION= 70%. 6, 15()() PSI MASONRY COMPRESSION srRENGTH, fo/OTES: 1, C'OMCRETEBLOCK 5H/llL CONFORM roASTMC90. OR.J;QSTD. PREC1$ION, $Pl.IT FAQ', SLIJ/1/PfD, OR 'MDG£10CK BLOCK M4Y BE USED i!. CONCRf"rE FOR FOOTING SHALL BE l PARTCEME"rff"f02·1/2 PARTS SAND ro 3·1/2 PARTS GRAVEL WITH A MAXIMUM OF l-1/2 GALI.OMS OF WATER PEP. SACIC PORTWI{) ~/IISfr SHl1U CONFOflN TO AfTM C ISO TYPE 11/V. Fr:~ 25(}() PSJ. 3. fIDNFORCING :sT"fEL SHALL 8E DUPRMEOMD CONFORM TO ASTMA 61SGRAIJE5Q. PRO'l!Oe48fl4RDJAJ,/cfER/.AP. 4.REJWI SHALL BE CEI/Tf;RED JN THE CONCRETE BUXX CELL IN W/-:/J.CH ff IS LOOITW, S. cotK;R£T£ BLOCXSHAI.LBElAY!l) INA RUNNING BO("{{) PAIT$W WITH VEJI.TICAL CONTIN/JfTY OF THE CEL/51/NO. 6. ALL BLOCK CEUS CONTAINING VERTIC4l. REBAR SI/ALL 8E SOLID GROUrED. 7. USE 08P TYPES MORTAR PROPORTIONED IJSING ASTM C 278. 1 PART CEMUIT TO 1/2 PART UME T04· J/2 PARTS OIWP, LOOSE -· 8. GRQVT FOR CONO<ffE 81..0CX TOBE 1 PARTCE/\1£Mr TOJ PAR13 SAND (GROlff MAY CONTAIN 2 PAR.13 3/8" PEA GRAVEL JJ' WEATHER CONDfilONS ARE FAVOAA&e AND BLOCK UNOfJSTRVCTED CW. SIZE lS SUFFICIENT TOM.LOW GOOD GROl.ff l'l.OW). WATER SHALL 8E A(){)ED TO PRODUCE GOOD GROIJl FlOW WTl1f(Jl.ff SE<iREG4TIOII Of THE CONSITUEJ/15 J'fR ASTM C 476. !I. BLOCK STEM MAY BE~-$E;T 1-1/2" INTO THE FO(HIIVG WHILE THE C0NCRm IS PI.ASTlC. BLOCK STEM Mi\Y BE PlACE{) TO EITHER EDGE OF THI: TReNai rtPf: FOOTING. 10. FOOTING M.r.ir BE POURED ON OR 1N1"0 UNDJST!JRSEtJ NATURAL SOIL OR ON COMPACTED FILL WITff A J>tU-l!Mi.JM COMPACTION OF 9G%. 11. FIRST INSPECTION TO BE AFTER FOOrING TRENCHES ARE M,IDY FOR CONCRETE AND All. REQUJJI.EO STEEL IS TIED IN PlACE. SECOM) IIV5P£cr10!V TO BE WHEN TIIE ~!R£D VERTJW IS IN Pl.ACE MD THE BLOCK WALL IS READY TO GROVr, 12. M/lXIMUM CONTROi. JOINr 5PACJNG: 40' 0/COR 2(}' 0/C IF THE WALL IS TOBE STUCCO COATED. ORCO 2'-0" TO 4'-0" LOWERSECT 8-4 RETAINING WALL OP1IOIW. a,,r v1P ----1 NOTE: PROVIDE LEVEL ONE SPECIAL INSPECTION PeR CfJC TABLE 1.104.5,J OF THE MASONRY STEM PRIOR TO GRO/JTING TO VERIFY GRADE, SlZE AND PROPER PLACEMENT OF RBNFORCEMENT ANO TO ENSURE Tf/E GRO(Jf SPACE IS THE PROPER SIZE WITHOUT OBSrRUCTIOM OTHER 111M NORMAL MORTAR FINS. llf'l'ER5!Wl'MtlXCOMJJO RUNNING WALL ------f'EII.SECTIONIH l~-===::-:--___;;"'-1 .1'11/0l/Z. WI-ff, ~12"0'(;" Wi',WOBOTIOMA;SHOWN )"Cl.Fl. IYP. .,. 'A, 'B' 'c' DOWEL 'D' BAR 'K' 2·-0 '2'-0 /4012" 0/C 1::.r 140Jr o/c ,.. N/A 12· ,·,-- 2'-8 "2'-6 , 140J2" o/c C'" /4012" 0/C 24• N/A 12· ,·,-- J'-4' 2'-6 • j40J2" 0/C t9• 14<13ro1c 24" 4" 12" ,·,-- 4'-0' 2•-9· 14032" 0/C [:_7" /44"2" 0/C 27" 6" 12· ,·,-- 1/0TU: l, CVNCIIETE 61.0CKSHN.L crJ/lfORMTO.ASTMC!IQ. Uf5 5l'fmL "'10J WIDE CELL SLUMP JF SI.I.IMP !Ji.OCK ts DESJRECJ. l. CONC1IFJE FOR KXm/'IG S1/AJ.J. BE l PART C£M£NT TO 2"1/2 PAR.TS SAND TOJ.l/2PAIIJ:5 GRAvE!. WlTHA MAXJMIJMOF 1-1/2 GN.l.ONSUF WATE/1 PfRS4ae. POR.T/.JWO CUIE/fl" SHALL CONFORM TO ASTM C: l!if./ TYPE I,Vlt. P; ~ 2500 PSI :;. MI/-/fOR.aNG STEEi. SHAU. 1J£ W()PJ-tfl)AM) COMfOlW ro ASlMA 6!S r.lW)E 6Q. PROVlDI: 18 &'oR OW1ETER. LAP. 4. RE/l4R SHALL BE WfTER£D IN THE COI-IO'ETE &00< CB..l. l/-1 WHIOill !SLOOITED. S. CQflUfRE 81.0CK sn<ltt /JE £AYE[) 1N A R!INNJ/-IG IJONI) PATffR/1/ WllH "1'11110IL CONTUl/.fflYOF fflECEl.i.S UNO. 6. ALL BLOO<Wl-S c:o«rAJ!il.N(; "1'11110IL fl8W/. SHA!L BE ~O """"'" 7. USE TYPES MORTAR. PI/.O/'OifTJO/t/ED tJS{/iG ASTM C vr, PART CEMElfl" ro 1/Z PART UME TO 4-1/Z PARTS OAJ-11', wose SAJ/0. 8. Gfl.(){ff fCR C0NCI<£TE tJJ.OCK PfJI. 1'SrM C: 476 TO 8E 1 JW!T CEME/fl"ro J PARTS SN/I) (GROUT ~y CONrAiN Z PARTS 318• Pol <,/!A,fl. IF IWIT11ER CONOllIONSAR£ FAl'a'lllBLE ,WO &OCK /J/"101STRv:;m:, CUL SU£ IS SIIFF!C!ENT TO ALLOW GOOD GR.OUT Fl.OW). WAWI 51/ALl. aEADDED TO PROOUCE GOO() GROI./T Fl.OW WllHO/ff Sl;GR/;G<\11.0N OF THE cotlsmJfNT5. ~. BLOCK STCM a"'1Y BE WET-SU l·l/2' INTO 1H/l f001111G WHILE 1HfCONC!lffeffiS PfA$TfC. 81.0CKSTfM/\£4YI/.EP1..ACE) TO EJ111£R £OGE OF rHE 111.ENQ/ 1YP£ FOOTif/G.. 10. FQOTING MIJ5r BE POURED ON OR lNlO UNDISTIJR«l) l't<ln!RAL SOIL OIi, O,V (P/"PAC1H1 FIJ.L WllH A MINIMUM WMPACTlON OF 9096. 11. FIRST INSPECTION TO BE AFTE/1. f0011NG Tl/EliQ/£SA11£ ~y fCR ~ NW AU. REq/JIRED STU!. IS T!EJJ IN PIAC£ SB;OiVD INSl'EC110N ro 8E WHEII THE REQIJ1(I£{) Vli'!T!l;;'.t. IS 111 PL'.CE tWO THE BLOCK WALL 15 1/llOYTO GROii(. U. MAXIM/JM CONTR.Ol JOJNT Sl'ACJNG: 40' we;. 21)' 0/C FOR WALLS TO BEMOR(NI WAS<IEOOR swc:coaww. DESfGN CRITERIA: J>£P. mE 2013 CBC 1. ALLOWABLE SOIL 8EARlNG PRESSURE "' 1500 PSF Z. ALLOWAOLE tATE/t<IL PASSM PRESSURE"' 150 PCF 3. GROUT STREflGTH "' 2000 PSI @28 DAYS, 4, REJNFORCJNG STE£L : GRADe fj(J, S. SElSMIC • J SfC ACCELEP.ATION a 7t1%. 6. 15(}() PSI MASONRY COMPRESSION STRB'l(;,ffl, 6 1-8 11 HIGH ORCO WALL SYSTEM SITE WALL ~ ' FOR 110/85 MPH 3 SEC. GUST@ EXP C = OPTIONAL FJAT01P ~ 6615 OR 5816 CMU GROUTED ONLY@ VERT 5'EEL I NOTE: PROVIDE #4 DOWEL #'/DROP-If/ BAR A TEACH SIDE OF CONrROL JOINf ~ • VESIGN CRllERIA; Pf"R THE 2013 CBC 1. ALLOWAUtE S(}JL BENUNG PR£SSURE _.. 1500 P5F 1. ALLOWABLE tAllRAL PASSIVE" PRl:SSURE ~ 150 PCF J. GROIJTSTRENGTH ~ 2.(}(J(JPSJ@280AYS. 4. rwNFORC/NG STEEL : GRADE 60. 5. SEJSMJC-1 Ser;. Acm!RATION" 7GI%. 6. 1500 PSI MAfONRY COMPRESS!ON STRENGTH. NOTES; 1, CONCRETEBLOCKSf{ALL CONFORM TOASTM C 90. UESSPECIAL ORCO WIDE CELL Si.UMP IF SLIJHP BLOCK IS DESIREO. 1. CONCRETE FOR FOOTING SHAJ.l BE 1 PART CEME"NT TO 2-1/2 PARTS SAND TOJ·l/2 PARTS GPAVE"L WIIH A MAXIMUM OF 1·1/2 GAI.J.ONS OF WA1ER PER 54CK; FORTI.AND CEMENT SHALL CONFORM TOASTM C 150 TYPE I.VV. Fe~ 15/JO PSI J. REINFORCING STffL SHALL BE DEFORMED AND CONFORM TO ASTM A 515 GRAOE 50. PROVIDE 48 SAR DIAMl:TER I.AP- 4. REBAR SHALL lJE CENT"f"REO !N THE CONCRETE BLOCK CELL IN WJ/1CH 1T JS LOCATED. S. CONCRETE BLOCK. SHAU. BE LA'fE[} 1N A RUNNING BONO PATTERN WITH VcR.710ll CONTINUITY OF THE CELLS UNO. 3' _ #4 VEJI.TDROP.IN MR@ 10"0/C 6. ALL BLOCK CELLS CONTAJ/'l!Nu VERTIC4L R£8AR SHALL BE" SQLJD CROUW, <o #6 STD .JOINT" -REINFORCEMENT @24' (3 PL4CES). #4DOWEL@-IW'O/C L::' 2r 7. USE TYPE 5 MORTAR PROPORTIONED USING l'STM C 270 PART CEMENT TO 1/2 PART LIME TO 4-J/2 PARTS DAMP, LOOSE SAND. 8. GRWT FOR CONCRETE BLOCK PER Af"TM C 476 TO BE 1 PART CEMENT TO 3 PARTS SAND (GROl.ff MAY CONTAIN 2 PAR TS J/8" PEA GRAVEL 1F Wl:ATHER CONDITIONS ARE FAVORABLE AND 8LOCK UNO/JS1RUCTED CELL SIZE JS SUFFJGENT TO ALLOW GOOD GROUT l'l.OW). WATER SHALL BE ADDED TO PRODUCE GOOD GROUT" F:lOW WimOI/T SEGREGATJON OF TffE CONSITUENTS. 9. BLOCK STEM MAYBE WU-5£1' i-1/1" INTO me FOOTING WHILE THE CONCRETE IS P~rIC fJLOCK STeM MAY fJE Pt.ACED TO EITHER EDGE OF THE TRENCH TYPE FOOITNG. 10. FOOTING MUST BE POURED ON OR INTO UND!STURIIED NATUP.AL SOIL OR ON COMPACTED FI£L WIIH A MJP/JM/JM COMPACUON OF 90%. 11, FIRST INSPECTION TO BE APTER F0071NG TRENG-/ESARE ! DES REAfJY FOR CONCRETE MD ALL REQUIRED STEEL JS TIED IN Pl.ACE. r .,,,,. ,ww, -,, SECOND INSPECTION ro 8E WHEN THE REQUIRED VER71C4l. !SIN /l!ACE ANO THE BLOCK WALL JS RtAOY TO GROUT. U. MAXJM/JM CONTROL JOI/VT sPAGNG: 40' 0/C. 20' (:1/C FOR WALLS TO fJE MORTAR WA511ED OR STUCCO COAJE{). ,·1n''~r Ill-I ,_ . #4 HORZ CONT. ' ~ I~ " ~ :r . . (4 TOTM.)AS" SHOWN _:_I I -=11 2'·9"CONT. 6'-8" HIGH ORCO 16" SQ. PILASTER OESJGN CRIII:RIA; PER THE 20!3 cer:; 1. AL10WAtl.E SOIi. BEARJNGPRESSURE" 1500P5F 1. ALLOWA!l.E tATEML PASS!'IE PRE55URE a-15(] PCF J. GROW SrHENGT/1,. 20()0 PS/@26 OAl"S. 4. REINfOlf".ING STEEL : GRADE" 50. 5, SBSHiC • Q.288W. 6. 1500 PSJl'fASONRY COMPR£SSION STR£NGTH. NOTES: J. CONCRETE 8LOCX SHALL CONFORM ro AS1M C <;O. ORCO sro. PRECISION, 5Pl.ff FAa'; SLUMPW, OR WEDGELOCJ(. 8l00< MAY OE USED i!. CON~ FOR FOOTING 5HALJ. BE 1 PARTCEMB-rrTO Z·J/2 PARTS SN/D TO 3·1/2 PARTS GRAVEL WffH A MAXIMUM OF l-1/i! GAUONS OF WATER PEI{ $AC/( PO/fftAND CEMENT 5HALL CONFORM 10ASTM C 15f1 TYPEV. Fr:= 2S00PS1 3. REINFORONG STEEL SHAU 8E DEFORMED AJID CONFORM TO ASTM A 61S GRADE 60. PR.O'IIDE -18 BAR DlAMETE11. I.AP. OP nQNAL CAP • I I '·"™" 5HALL BE CENTERED JN THE CONCRErE /JUXK CW. If/ JSLOCIHW. "' CM 10P u - (2) /4 • "< ~ • ., ·' ro LASTER lfuLJD GWUTEO "- ~T OROP-IN fJARS--...... (2) ... '"'"' DO ~l.S W/ 24' Ml~ s10N INTO ciiu. I . 83" ! ; 1~1'- J-1/2" CLR. " WHIOIJT s, CONCRJ:11: l!LOCK SHALL BE tAl"WiNARl!NNING BONO WITH lrE!I.ITC4L CONTJNUITY OF me ca.LS I/NO. PAITERN ,.m 8UJCK CELL cmrr/JJNING VERTIO.L R£8AR SHALL BE SOLID c,oum,, 7, IJSEOBP rtPE 5 MC!RTAR PROPORTIONED U51NG ASTM C 270. 1 ~ TO 1/2 PART UME TO 'f-1/2 PARTS DAMP, LOOSE "'' WW!. 8. GROUT FOR COIVCRf"lE BLOCK PER ASTM C 476 TO BE 1 PART TO J PAIi.TS SAf/0 (GROIIT MAY CO/"flAJN 2 PAR7S J/8" C,Mll« """"' ""°"" \/EL JJ' W&\mER OONDIT10NS ARE FAVOAA/JLE AND /JLOCK IJCTED CELL SJZE IS SUFRCTENT" TO ALLOW GOOD GRO(fT 7FR 51WL BE AODfD TO PRODUCE GODO GROlff FLOW Sl:GREG'\TION OF me CONSITUENTS. FLOW). WA WUHOW 9. f!LOCKS TEM MAY 8E WEr-5ET 1-111• mro THE f:OOT!NG WHI/J: "" CONCflETE JS PLASTIC BLOCK STEM MAY BE PLACl:O TO 'OGE OF THE TR£/'/Oi 1YPE F001ING. "'""" to. fOOfl NG MIJST BE POIJRED ON OR lrmJ UNDISflJRBEl) SOIL OR ON COMPACTED FlLl WITH A MJNIMIJM ONOF90%. "'""'' COMPACU !J. Fl.fl.ST INSPECTION TO BE AFTER FOOTING TFW-JOIESARE CONCRcre AND ALL REQIJlR.ED SlffL IS TIED JM Pl.ACE. RE.ADY FOR ,=, NSPECTION ro BE WHEN me REQIJ!R£D VERTIC4l. IS IN me 81..0CK WALL JS READY ro GRW,. ,tACEMD U. PR.OVI DE EXPANSION/CONTROL JOINr ON EACH SIDE Of WHERE lNTERSECUNG BLOCK WAllS OCCUR. ,= 16616 PILASTER x <( :a, ' 0 I -(D <( . J• CLR TYPICAL ,; " ' !O ~, I/ , ,.., ./ OP'f1()/i)J. 11.AT CAP ORCO 6' HIGH WALL W/ 2'-0" TO 4'-0" RETAINING FOR110/ 85 MPH WIND 3 SEC. GUST@ EXP C ORCO 6 1 HIGH WALL W/ 2 1-0 11 -4'-0" RETAINING FOR 110/85 MPH WIND 3 SEC. GUST@ EXP C /4 HORZ CONT. 0 1r 0/C AS REQUIRED - PROVIDE 24" MIN. LAP AND MAINTAIN J" CLEAR FROM SOIL. J'UR. TYP. 'A, 'B' 2·-0 '2'-6 Ol<(I) o815 OR 51~ a,w GiW/fTW CiV1. Y j IIE/ff ST&!. 11 Vffff IJ/IOP-IIBAR 1jl Jr cyc PII.OVIOE 14• I.N"NT(}8XJ6 o«J !iTff'f&I.OW. 16 srt) JQINT ~ ~z,1-cyc;(J~J. NOTE:PliO'IIDE #4 DOWEL & #4 Dl{)P-IN .BAR AT EACH SIDE rJ' CONTROi. JOINTS, ENDS IF WAUS AND@ WAlL HEIGi£ aw.GES 141/0RZCLVT". #21'0,t: 'C00Wll ,PW(j£Ol'8"(MIJ 1" OfA. $!)II JS f'f1II' PJPE W/ J CF. J/-f0 GAA\fi WiWR:O WI Ml/WI 14()(1 FILTER fAl!IUC-51..0Pf' TO DilAIN. WA TU/f'P.()OF ll/\0(510! OF P.ETAI/IING "" OESIGN OW!f!JA: f'fl/. :,t;lJ alC J.50lL/J£MJI/GPRE~~l500Wll{J IIK:R.FORW!ll'O· SEJSHIC. [QIJNAU/ITFWH) PR55tHI£ ~ JS PSl'ffl'. 50llS ~ 1, A.LWWABI.£ L47F!I.AL PA5S/l-'E P/IE5SIJ/le ~ 150 PSP. 3. GiiO!lfS"flW'/GrH ~:l(X}(}PSI~ :MDM"S. 'I. RENR)P.CING ma : r.;JWJE 60. 5. SEl5MIC • 1 SEC ACUURAnON ~ Nii,. 15. 15W PSl ll£ol&WP.Y COMf'IIESSI()fl 5TR£/iGII!. 1. C'()IV01Hf!. BllXX5HALL crJ/ffO/WroA5THC90. C/1.WSW. Pf!EQSiQN /!LOCK U>\Y /JE IJSEI). ]. =m FOR. FOGllNG S//ALI. IW l /WfrC£/filflTO Bil PNI.TSSN/o 101-1(1 PAATSGAAI-El WmlAMMJM/JMOFH/2 GI\L.WNS OF WAT~ f'£R SACX POfU!N/O CIHfJIT SHAU CWfQflM 10Am-1C: !50 TYPE IW.R~ 2SOOP5/ 1 llEUIFOIIQNG S1U1. SHALL BE aUOIIMED ANO CT.INR)Rff TO ASTM A 61'i Gl!ADf 6/]. 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SQIL OR OffCOMl'AOto f/1.J. wmtA"1fllM.J/'f aJMr'M;Jl(}llOF,t,,._ II. Fll!!iT l/l5fKnON !'ll/JeAl'JUI fOOTlllfi == Rll4QY FOIi ~Al"i()AL. REQUUIEI) STW. IS 1/t~ 1111'1.<a.. SE0..'111{)/IISPfCTIQN /OHWl~Tlll!/ILQIJlP.ffJYElino,/.JS/11 PIACEAII/J 1>i1i ll(,iar>WJ. r5Rb'JJt JO <iilct/T. ~~i~JA SOR :5 f'fJIF PJFE W/ 1 CF. U. 11M/H!/1-frotml0f. XJfNr5f',',Qfl(i; -RI' cy<""OR]q'1,t" IF TIE Qt<ll'EI.WW'PWW/MlMFt iil41.1.1$10BEsn,r;r;a~rm. ""' F1LTER:4a'UC:·SL~1Q -· WAT8J'ROOF BACXS10E OF ~ """" ""°" "'""" W!fl O 12' 0/C BOT11H AS SHOWN ,,,_ .:..11 ,,. 14 HORZ. CONT. o ,r o/c AS REQUIRED - PROWOE 24" MIN. LAP AND MAINTAIN J" CLeAR FROM SOIL. coNCRETc rocnNG /4 HORZ. CONT. 90 OEG. BENT DOfl-f"L W/ 24" MIN. LAP AND MAINTAIN J" CL!AR FROM SOIL. 24" f24' NOTE: PROWOE cONmot JOINT IN BLOCK WAU ABO\£ NO WAU /-'ORIZONTAL REBAR TO RUN THROUGH INTERSECnON. FOOTING INTERSECTION DETAIL N. r.s. #4 HORZ. CONT. 0 12" 0/C AS REQUIRED - PROWDE 24~ MIN. LAP ANO MAINTAIN Jr·• P' CLEAR FROM SOIL. CONCRETE: FOQTTNG /4 HORZ. CONT. 90 DEG. BENT DOWEL W/ 24" MIN. LAP AND MAl/'ITAIN J" CLEAR FROM SOIL. 124' 24"1 2'-8 2 ,_9, J-4032" 0/C t• j-fOJ2• 0/C 27" 'A, 'B' 'c' 'F' DOWEL 'G' VERT NOTE: PROWDE CONTROL JOINT IN BLOCK WALL ABO\£ NO WAU liORIZONTAL REBAR ro RUN THROUGH INTERjECnON. J'-4 4'-0 12· .. .- J'-0 , l4fJJ2" 0/C r· 14~2• 0/C 12· JD" ,.,-2'-0 "2'-3' J'-J'114tllfi" o~~-1:.7-~15• 0/C JJ" ,.,-2'-8 2'-6' J'-4' 2'-6 4'-o • J'-o' RETAINING WALL NOTES: MATERJAJS: CONTRE!f: fc = 2500 PS/@28 DAYS. 7. THE RETAINING WALLS SHALL NOT BE BACKFILLED UNTIL AT LEAST 14 DAYS-UNlESS PROPER SHORING JS PROVIDED. 4• #4W2" 0/C JJ" 2,.J , /4032# 0/C 5•• j4"16" 0/Cj41" 24" 14002· o/c FOOTING CORNER DETAIL N,,s, g• j4W2M 0/~49'# 24• 14002" 0/C 15" j4@16" 0/'f 7' JO" /4032• 0/C CONTROL JOINT REINFORCING STEEL: ASTM A·615 GRADE 60. LEVlL 8 SPECIAL INSPECTION PER AQ 530 TABLE 1.19.2 BLOCK W~LL W/ REINFORCING PfR DET IILS. CONCRElf MASONRY UNITS: ASTM C 90 MORTAR:USE OBP JYPE S PER ASTM C 210 GROUT: ~SE 2000 PSI@ 28 DAYS PER ASTM C 476. CEMENT: PORTLAND CEMENT PER ASTM C-150 JYPE If/V. GENERALNOTES: 1. ALLMJ.TERIAL5, PRODUCTS, WORKMENSHIP, TESTING AND INSPe:rION SHALL COMPLY WITH THE 2013 CBC, 2. ALL FQOTINGS SHALL BE POURED ON UNDISTURBED NATURAL GROlND OR ON UNDISTURBED ENGINEERED FILL. 3. WALL5HAJ..L BE LAID TRUE AND PLUMB, AND AU CELLS SHALJ BE GROUTED SOLID. 4. ALL S!UCES SHALL BE 48 MR DIAMETERS. 5. ALL ViRlICAL ANO HORIZONTAL BARS SHALL BE TIED TOGEfHER. 6, 00 NPT USE HEAVt COMPACITON EQUIPMENT ADJACENT TO THE VALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR 8. WALLS SHOULD BE GROUTED AT 4' HEIGHT INTERVALS. GROUTING SHOULD BE PERFORMED AS SOON AS POSSIBLE AFTER THE CONCRETE MASONRY UNffS ARE PlACl!D. 9, PROVIDE CONTROL JOINTS AT 40' 0/C r,MX, JO. BUILDING DEPARTMENT INSPECTION SHALL BE OF THE FOLLOWING ST"EPS: 1st. FOUNOAllON TRENCH WllH SECURED REJNEORQNG STEEL. 2nd, BLOCK WALL WifH REJNFORCJNG STEEL BEFORE GROUT. Jrd. MID-HEIGHT GROUTING FOR WALLS OVER 4' HIGH. 4th, GROUTED WALL AND DRAINAGE SYSTEM, 5th. BACKRLL IWD RNAL. 11. PROVIDE 4~., SOR 35 PERFORATED PIPE WITH PERFORATIONS DOWN AT 1 % MIN. SLOPE WITH 1 CF. OF3/4H GRAVEL WRAPPED WITH MJRAFJ 140N FILTER FABRIC OR EQUAL BACK DRAINAGE SYSTEM SHALL HAVE TEE CONNECTION AND NON- PERFORATED 2~e OUTlEr PIPE AT EVERY 10' 0/C THROUGH THE WALL AT 2 % SLOPE ABOVE THE FINISHED SURFACE - OR PROVIDE ORA/NSTAR SUBDRAIN SYSTEM AS SHOWN. !NSPCrION TASK J. AS /'i4SQfi! I' CONSTRIJTION BEGINS, TUE FOLJ.OWlt,; SHALL 8E VARIFIED TO ENSUP.E COMPUAN.E: PROPOR11/N5 OF Sfil·PREPARED MORTAR. CONSTRWION OF MORTAR JOINTS. 1. T/-JE lNSPEmON PROGRAM SHAU VARJFY: SIZE MD ~)C4T10N OF srR/JCTURAL El£MENTS. SPEC'O 51Zi, GRADE AND TYPf; OF P.EJNFORCEMENT. HOT OR COD WE4THER CONSTRUCTION REQ'M. J, PRIOR TO /ROUTING, THE RJI.LOWINu SHALL BE VERJFIE() lJ ENSURE COMPIANCE: GROUT SPlfE IS Q.EAN CONSTRIJCION OF MORTAR JOINTS ANY l!AMAGES TO THE WALL RESUl 1ING FROM INAPPROPRIATE COMl4CTION TECNIQUES AND EQUIPMENTS. 4. GROl.fT P/.AE1ENT SHAU 8E VERJFJED TO ENSURE COMPLfAN/£ WI11f CODE AND CONSrR.UCTION DOCUMEmPROV1510NS. wm, fm~1"'11',JW1111 ~/11$/'iiCfIOI/. cc.va1E1181.<XK.57WL(.f)llff}lu-t1t/MmCWa I.ISEOBI' "IYPES'!OfiTMl?fllMTHCll(}, USEASTM«<liGl</!OElf<ISTUJ.IW'I. lillll{ff~1tlll&'lflfl(l~l'!Jli.-'til"AS1HC41>. 2• CAP ~":"~~~ro\-E/IFOilNIYFOOTimrAS l6\iflSf ;.!llllW 5Vll. /Ui=A'dl/(jWALL.:.: USE !>Ill~ i.ww,LAR 1!40<FUL /ff DIP.KnON OF SQ/LS ~ PRtM<JE,ASTH,·JJ .1/f'=>fi5llfJO/WlrAfSIM!W. H!B/6 OR 16616 CMU SOLJD GROUTED W/ 11'1.~tw»111.5W/iOF\'MU.'#/ON,.,..,,nil!SWP"<>I -~-5/K)/IJ//G-= SPCL. /NSPI:CrION Ri:QO. OESJG/i CJ!If,,RJ/J.: PER 201J CI/C 1. SOI!. iJWJl<i Pfl£SSII~" 15W PS1' + 1f;J !NCR. FOR W/11/0 C!il. (4) J4 SARS 0 v---EOG£ OF ,a• CMU FULL HEIGHT OF RETAINING PORTION SB5MlC. f(J/lVALB,Tf/.lJlOPR£»1JRI: ~J5PSFPER 1NJI.E50l _, 2. All.OWABt" IAlliRAI. P.4$1\'1; PRESSl)RE m !S<J PSF. J.(if'.Olff5JIQl(,rl/.,lf}(J(}l'Sll/}l/JVA'fS. 1. ilElf/fVRCNG !lTEEl. : G/IADE 6(}. S.Se!SMJlC·U.Zlil!W 6. 150/J l'Sl /A:i<,/1{1.Y WNPR£SSJON /ilRE/KJTH. ZONTAL I NOTE; RUN WALL HORI REINFORCEMENT THROV GH PILASTER, LEVEL BACK ALL CHARGE ~NO SUR 111-'--'II["· =111-I=' I 4 HOf?Z, CONT. O 24" 0/C FROM W: (4) J4 D011£"LS 0 EOG£ OF 16" CMU 4 SEF: ()£TAIL ~{.'.,;,;/~•·i, -l't){A. ,.. SCP. J5PUI.FPIPE¥/ l CF. 16X18 PILASTER CMU -SOI.JO GROUTED (4) /4 VERTICAL -AS SHO"" 0 I (D J• CLR TYPICAL H---J.L, I/, 2• CAP 16816 OR 16616 CMU SOL/{) GROUTED W/ SPC/... INSPECnON REQO, (4) /4 BARS 0 ff)G!; OF 16" CMU FULL HEIGHT OF RETAINING PORTION I NOW RUN WALL HORIZONTAL RE/NFORCDJENT THROUGH PILASTER, LEW::l BACKFILJ. ~ NO SURCHARGE ~ Ill "Ii["· ~ H....,..-,1'-'-'-I I 1-i--:-=-' I 4 HORZ. CONT. , ~Jlaa-,j..-1----0 24• 0/C FROM WALL . 6. CQMPLJN-f{E Wm/ 11/EJlPPROVED SUBMITTALS SHAU BE 'ERJF1ED. NOTE: PROVIDE LEVEL B :PECIAL INSPECTION PER CBC 17(Ji.4 AND ACT 530 TABLE 1.19.2 OF THE MASJNRY STEM PRIOR TO GROUTING TO VERIFYGRAOE, SIZE AND PROPER PLACEMENT OF IEINFQRCEMENT AND 7V ENSURE THE GRWT SPACE IS THE PROPER SIZE WITHOUT OJSTRUCTION OTHER THAN NORMAL M~RTAR FINS. /6XI/J PILASTE'.R CMU -SOLID GROUTED . ~ ,. . (4) /4 OOKE"LS O t'.'' EDGE OF 16" CMU • 164) f.t \o"E'RnCAL -AS SHO Si:£ DHAIL '8' -,,. PlPE WI l Cr. W WIMJ/Wf FREQUENCY OF INSPfCTION CONTINUOUS POOOOJC DURING TASK OORING TASK. X X 0 • • X 0 0 0 X X • • • 0 . • 0 0 X • • 0 • 0 • 0 0 0 0 • 0 • 0 ~ 11111 I~ . ~ ~ _, ~ • 0 ' ,.., 14 HORZ CONT. 0 TOP AS R£QUIRED - PROWDE 24" MIN. LAP AND MAINTAIN J" CLE"AR FROM SOIL. , a I X ' ·r,r re~ T .3" /4 HORZ. CONT. 0 BOTTOM -PROWDE" 24" MIN, LAP AND MAINTAIN J~ (LEAR FROM SOIL, X X NA TURAL SOIL OR CONPACTEO ALL 1"-0" FOOTING STEP DETAIL BASIS OF DESIGN ALLOWABLE SOIL VALUES USED FOR DESIGN PER LGC REPORT PROJECT NO. 13200·01 DA TED JULY 3, 2014: ALLOWABLE SOIL BEARING PRESSURE; 2,000 PSF + SOIL BEARING PRESSURE 1/3 INCREASE FOR WIND OR SEISMIC SHORT TIME LOADINGS. ALLOWABLE PASSIVE PRESSURE: 250 PSF FOR LEVEL CONOillONS AND 150 PSF FOR SLOPING CONDIDONS. ALLOWABLE FRimON ; 0.30 ACTIVE PRESSURES: 35 PSF FOR LEVEL BACKFILL AND 5S PSF FOR 2 TO 1 BACKFILL CONDffiONS. SEISMIC SOIL LOADING: NONE PER SOILS REPORT SINCE ALL RETAINING WALLS UNDER 6' IN HEIGHT. WIND@ 110/8S MPH EXP C = 16.0 PSF SEISMIC: SITE CLASS D, I= 1.0, Si= 0.4Sg, Ss = 1.163G Sds = 0.802G, Sd1 = 0.462G, SITE CLASS D . "o.-Ess10,1r~ ~ °' CAl-\"l:O ~ "I •. 1) '.p\llOH~~,,~ $." Z..,\:.;:., '-('~ •y '? Yj " /g" N°42615 ~'\\\ AS BLJILT \¥_ Exp. 3-31~V1.:'. ;{, ~ ~ /2_ ~'~to;'~;, 1~~ "RcEc--4l:2t-/G:: EXP. 3/31/zo I I /D/3//19 DATE ~1J11i' ' ~ CMU -SOLID ij ~ I ,~ ·•-□; .. •.::. .• .. ::·.'~·. Gltol~a WRAPPW ~MllW't LrulfAJJflJr:-Sl.flEWOIWN. ""'" Tfl/P/IOOF SAC/GWE (f' P.ETAJll!fl(i C • SloPI.' TO /i/WN. FOR NON-BUILDING STRUCTURES PER 15.4·2 h ~ ,:; ::, ' ro • I ,.., I~ 14 HORZ CON T. FROt.l 6' HIGH ROUGH PILASTER WALL RUN Ui FOOTING. 5' TO OAYUGHT WH~~ SLOP!; OCCURS l-< " ' :I ·"~ 1: L 'B' ~DEX 24"~ "' ~ u ;., ALONG WALL 'A, 'B' 'c' BAR 2·-0 3 ,_6 ,. #406" G;G >6 6",-- 2'-8 3'-6" #4@8• 0/C .;6 6",-- .3"-4 .3• _ 9 •t406" 0/C "" 6" 4'-0' 4'-3"1#40,5'• 0/C 'KJ •• ~ - 1'..._ ~ ~ 'T' 12" 12" 12" 12" 'C' 9AR J4 HORZ. 1'0NT. O 12• 0/C 0 TOP d: cOTlOM OF FOOnNG -AS SHO'IN. /'l()fE; IN 50ME SITUATIONS, THE PILASTER MAY/JcCENTEflO.J Of/ MWAt.L-AS SflOWN, SEE LS AII.CHITR:TS PI.AI/S. f <>; 1"--~ ~k _.,_.,,½ ~1----_-+-9-"+· ~1 2-,-,} ~ ~ ,..__ 'B' WIDE X 24"--~• ALONG WALL 'A, 'B' 'K' 2·-0 '2'-6" N/A 2'-8 '2'-9" 6" 3'-4' 2'-9" 9" 4'-o' J'-o" 12" /4 HORZ. CONT. O 12• o/C-0 TOP cl: BOTTOM OF FOOnNG -AS SHOWN. /4 K!;Y OOf!EZ.O 16~ 0/C IN 4' HIC-H 12,, RETAINING ONLY ,.., Q(5J[)l:Ofil£fAil/lNG I,>, ELIMINATE CAISSONS FOR RETAINING WALLS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION Cs= (O.BO)(Si)/(R/I)W = (.80)(0.4S)/(1.25/1.0)W = 0.2B8W WHERE Si= 0.45, I= 1.0 ANO R = 1.25 REVIEWED BY;. j <"l,,4c,,,,4 ~ ' · · IL•zg'• l«f' I N,13 PitCTO,R DATE , • CTrJ CITY OF CARLSBAD L1r] 4 ENGINEERING DEPARTMrnT 4 GRADING PLANS FOR: STATE STREET TOWNHOMES APPR~: ~AffOY., S GEi DERT ~ _d v1,, t.;,zg,15 CITY ~GINEER PE 63912 EXPIRES 9/30/16 DATE 1,Z$-1f ~"" '"f,zo.,J -ss~ DWN BY: DATE INITIAL DATE INlllAL CHKD BY: 5/U> PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL RVWD BY; CT 13-05 484-2A 050515 Cl ::,:, ~ 2 Gl 2 C s:: OJ m ::,:, □ I 2 Gl 2 C s:: OJ m ::,:,