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Home My WebLink AboutDWG 477-9A; CT 12-05; LA COSTA RESIDENTIAL; 01-14GRADING NOTES (IN ADDITION TO TH£ REQUIREMENTS OF CHAPTER 15.16 OF TH£ CARLSBAD MUNICIPAL COD£.) 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OThER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE AS WELL AS ADDITIONAL INSURED ENDORSEMENT MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE'S POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRANCE OF LIABILITY THE INSURANCE COMPANY WRITING THE POLICY MUST HAVE A RATING OF "A-" OR BETTER AND A SIZE CATEGORY OF CLASS VII OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNLESS EXEMPTED BY SECTION J01.(b)5 OF THE UNIFORM 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 HA VE BEEN OBTAINED FROM THE CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY THE CITY ENGINEER DOES NOT AUTHORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND THE TITLE SHEET. 9. ORIGINAL ORA WINGS 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 COMPRISED OF (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. IJ. A SOILS COMPACTION REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDA TiONS OUTLINED IN THE SOILS REPORT IS REQUIRED PRIOR ro THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SHALL BE DON£ UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STA TE OF CALIFO/INIA PR/NC/PALLY DOING BUSINESS IN THE FIEW OF APPLIED SO/cS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE Wl1H 1HE CITY OF CARLSBAD STANDARD SPECIF/CATIONS AND THE " EAR1HWORK SPECIF/CATIONS " ATTACHED TO THE PRELIMINARY SOILS INVEST/GA TION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO 1HE PROJC~T INSPECTOR. 14. A PRECONSTRUCTION MEETING SHAU BE HELD AT THE SITE PRIOR TO THE BF'G/NNING OF WORK AND SHAil BE ATTENQW BY All Rff'RESENTATIVFS RESPONSIBLE FOR CONSTRUCTION, INSPECTION, SUPERVISION. TESTING AND ALL OTHER ASPECTS OF THE:...!IDBK.. THE CONTRACTOR SHALL REQUEST A PRECONSTRUCT/ON MEETING BY CAcLING 1HE INSPECTION LINE AT (760) 4JB-J891 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 PRECONSTRUCT/ON MEETING. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. 1HE GRADING PERMIT WILL BE PROVIDED BY 1HE PROJECT INSPECTOR AT 1HE MEETING. 15 N l IN,PEC:JJON RFQIIEST5 OTHER THAN FOR P[lfCOIISTRUCJJON MEETING Will BE ,'-!ADE BY CAil ING THE FNGIN[[RING 24 HOIIR INSPECTION RFQIIFST !INF AT (760) 4J8-JB91, INSPECTION REQUEST MUST BE RECEIVFD 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. 1HE 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, STATE AND FEDERAL SAFETY AND HEAL1H STANDARDS, LAWS AND REGULATIONS. 17. 1HE CONTRACTOR SHALL CONF0,'1,\/ TO LABOR CODE SECTION 6705 BY SUBMITTING A DETIIL PLAN TO THE CITY ENGINEER AND IOR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR DURING THE PIPE /NSTALLA TION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF THE PLAN VARIES FROM THE SHORING SYSTEM ~TANDARDS ESTABLISHED BY 1HE CONSTRUCT/ON SAFETY ORDERS, TITLE 8 ~ALIFORNIA ADl!INISTRAVVE 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 1HE INSPECTOR PRIOR TO EXCAVATION. 18. NO BLASTING SHALL BE PERFORMED UNTIL A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPL/CATION FOR BLASTING PERMIT WELL IN ADVANCE OF THE SCHEDULING OF BLASTING OPERATIONS. 1!1. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DURING CON.::TRUCTION, OPERATIONS WILL CEASE IMMEDIATELY. AND THE PE,?M/TTE[ WILL NOTIFY 1HE CITY ENGINEER. OPERATIONS WILL NOT RESTART UN llL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO r>O SO. 20. ALL OPERATIONS CONDUCTED ON 1HE SITE OR ADJACENT 1HERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EAR1HMOVING EQUIPMENT, CONSTRUCT/ON EQUIPMENT AND ANY OTHER ASSOC/A TED GRADING EQUIPMENT SHALL BE LIMITED TO THE PERIOD BETWEEN 7: 00 A.M. AND 6: 00 PM : ACH DAY, MONDAY THRU FRIDAY AND NO EAR1HMOVING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOUDA YS IS AVAILABLE AT THE ENGINEERING DE?ARTMENT COUNTER.) 21. ALL OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO 1HE CITY ENC/NEER 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 RESPONS!Bl E FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTES OR ADJACENT STREETS AS A RESULT OF 1HE GRADING OPERATION. 2J. BRUSH SHALL BE REMOVED ONLY WITHIN THE AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NOTED ON THE PLAN. 24. ALL AFIEAS SHALL BE GRADED TO DRAIN. GRADING RESULIING IN 1HE PONDING OF WATER IS NOT PERMITTED. ALL EARTHFN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SHALL BE AS SHOWN AND AS APPROVED BY 1HE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL BE TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. THE SITE SHALL BE LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS OR 01HER l)EBRIS SHALL BE REMOVED A'ID DISPOSED OF AT A SITE APPROVED OF BY THE CITY ENGINEER. 27, ALL SLOPES SHALL BE IRRl(;A TED, STABILIZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON 1HE APPROVED GRADING PLANS. 28. LANDSCAPING SHALL BE ACCOMPLISHED ON ALL SLOPES AND PADS AS REQUIRED BY THE CITY OF CARLSBAD LANDSCAPE MANUAL, 1HE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. ____ , AND/OR AS DIRECTED BY 1HE CITY ENG/NEFR OR PLANNING DIRECTOR. H: \1100\11J6.10\GP\11J6.10GRAD01.dwg 1/J0/20/J 6:08:17 PM 29. 1HE OWNER/APPLICANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON B01H 1HE LANDSCAPE AND /RR/GA TION PLANS AND THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REQUIREMENTS. JO. 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 1HE CITY ENGINEER. JI. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES ( ABOVE GROUND AND UNDER GROUND ) Wl1HIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GRADING TO PERMIT THE REVISION OF 1HE GRADING PLANS IF IT IS FOUND 1HAT THE ACTUAL LOCATIONS ARE IN CONFLICT Wl1H 1HE PROPOSED WORK. J2. 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 1HE WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800)422-4/JJ SDG&E (B00)660-7J4J PACIFIC BELL (B00}892-012J TIME WARNER CABLE (760)4J8-7741 COX COMMUNICATIONS (760)806-9809 CITY OF CARLSllAD(STREETS & STORM DRAIN) (760)4J4-2980 'CITY OF CARLSBAD(SEWER, WATER & RECLAIMED WATER) (760)438-2722 'SAN 0/EGUITO WATER DISTRICT (760)6JJ-2650 'LEUCADIA WASTEWATER DISTRICT (760)75J-0155 *VALLECITOS WATER DISTRICT (760)744-0460 'OLIVENHAIN WATER DISTRICT (760)75J-6466 'BUENA SANITATION DISTRICT (760)726-1J40 *AS APPROPRIATE JJ. 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 COD£: (1) FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING AND /RR/GA TION ARE INSTALLED IN CONFORMANCE Wl1H CITY CODE AND THE APPROVED PLANS ( OBTAIN SAMPLE OF COMPLIANCE LETTER FROM CITY ENGINEERING DEPARTMENT}. (2) AS-BUILT GRADING PLAN. (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE QUALITY OF THE SOIL, AND SUMMARIES OF FIELD AND LABORATORY TESTS. THE REPORT SHALL ALSO INCLUDE A STATEMENT BY THE SOILS ENGINEER THAT THE GRADING WAS DONE IN ACCORDANCE Wl1H 1HE REQUIREMENTS AND RECOMMENDATIONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REQUIRED BY THE CITY J4. UNLESS A GRADING PERMIT FOR 1HIS PROJECT IS ISSUED WITHIN ONE (1) YEAR AFTER THE CITY ENGINEER'S APPROVAL, 1HESE PLANS MAY BE REQUIRED TO BE RESUBMITTED FOR PLANCHECK. PLANCHECK FEES WILL BE REQUIRED FOR ANY SUCH RECHECK. J5. 1HE SOILS REPORT TITLED GEQTECHNICAL UPDATE AND ADDENDUM TO GEOTECHNICAL INVEST/GA TION PROPOSED LA COSTA TOWN CENTER RESIDENTIAL DEVELOPMENT. CARLSBAD, CA PREPARED BY LEIGHTON AND ASSOC/A TES. INC., DATED NOVEMEBER 16 2012, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIF/CATIONS CONTAINED IN SAID SOILS REPORT. J6. DEVELOPER SHALL PROVIDE A MIN. 48 HOUR NOT/FICA T/ON TO 1HE CITY OF CARLSBAD PARKS DIVISION REGARDING ANY USE OF THE OLD RANCHO SANTA FE ROAD PUBLIC TRAIL FOR CONSTRUCTION ACTIVITIES INCLUDING, BUT NOT LIMITED TO, ACCESS TO OVERHEAD AND UNDERGROUND UTILITIES Wl1HIN 1HE PUBLIC TRAIL RIGHT-OF-WAY. NOTIFICATION ON SUCH MATTERS SHALL BE MADE BY CONTACTING MICHAEL BLISS, PARKS SUPERVISOR AT (760)4J4-2985, OR BY CONTACTING THE PARKS MAINTENANCE DIVISION OFFICE AT (760)4J4-2824, 1166 CARLSBAD VILLAGE DRIVE, CARLSBAD CA 92008. J7. PRIOR TO ANY CONSTRUCTION ACTIVITIES COMMENCING WITHIN ANY PORTION OF THE OLD RANCHO SANTA FE ROAD PUBLIC TRAIL RIGHT-OF-WAY, DEVELOPER SHALL CLOSE THE TRAIL AND PROVIDE FOR TRAIL CLOSURE SIGNAGE AT 1HE OLD RANCHO SANTA FE ROAD TRAILHEADS LOCATED AT CADENCIA STREET (NOR1HERL Y END OF TRIALHEAD) AND AT LA COSTA AVENUE (SOU1HERLY END OF TRAILHEAD). "DECLARATION OF RESPONSIBLE CHARGE" I HEREBY DECLARE THAT I AM 1HE ENGINEER OF WORK FOR 1HIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER 1HE DESIGN OF 1HE PROJECT AS DEFINED IN SECTION 670J OF 1HE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT Wl1H CURRENT STANDARDS. I UNDERSTAND 1HAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. FIRM: LA TITUD£ JJ PLANNING AND ENGINEERING ADDRESS: 5355 MIRA SORRENTO Pl AC£ SUI TE 650 CITY, STATE: SAN DIEGO. CALIFORNIA TELEPHONE: (858) 751-06JJ LA COSTA RESIDENTIAL CITY OF OCEANSIDE HIGHWAY "1 BASIS OF BEARINGS: C'~-t(INo WORK TO BE DONE 1HE GRADING WORK SHALL CONSIST OF THE CONSTRUCT/ON OF ALL CUTS AND FILL, REMEDIAL GRADING, DRAINAGE FACILITIES, EROSION CONTROL FACILITIES, AND PLANTING OF PERMANENT LANDSCAPING AND PREPARATION OF AS-BUILT GRADING PLANS, AS-BUILT GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REQUIRED ON 1HIS SET OF PLANS AND THE CITY STANDARDS, SPECIF/CATIONS, REQUIREMENTS, RESOLUTIONS AND ORDINANCES CITED ON 1HESE PLANS. 1HE GRADING WORK SHALL BE PERFORMED IN ACCORDANCE Wl1H 1HE FOLLOWING DOCUMENTS. CURRENT AT THE TIME OF CONSTRUCT/ON, AS DIRECTED BY THE CITY ENGINEER. 1HE BASIS OF BEARINGS FOR 1HIS SURVEY IS 1HE CALIFORNIA COORD/NA TE SYSTEM CCS BJ ZONE 6, EPOCH 1991.JS, GRID BEARING BETWEEN STATION "CLSB-010 & CLSB-011 PER CITY OF CARLSBAD SURVEY CONTROL NETWORK AS SAID COORDINATES ARE PUBLISHED AND SHOWN ON ROS 17271. I.E. NORTH 57'27'J7" EAST §>' 1'<" CITY OF VISTA 1. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD ENGINEERING STANDARDS J. 1HIS SET OF PLANS QUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS OF SAID SYSTEM. THE COMBINED GRID FACTOR AT STATION "CLSB-010" IS 0.999954490. ELEVATION AT STATION "CLSB-·010" IS J06.504 (NGVD 29) GRID DISTANCE = GROUND DISTANCE X COMBINED GRID FACTOR. ALL DISTANCES SHOWN ARE GROUND, UNLESS 01HERWISE NOTED. 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 SIT£. ~A ~:tlc.-·LI-NE~)-----D-A-TE-C\---,o---(i, v I a:: ria.12,s,1 d£:l\ff . ' •o'l\\lf P.8&/Q~ ,i~ ' ··-·--~, , 'iii'? M. "'o .. '-'' - '~ ll),~~ J .lilJ ~ ~ I I & rio. 66:!32 g fil 8<p ,.-Z..t:I "" ~ , 0 o <8' .~~---'R!!:O~A J,-__..7'- ~~~A:'.:.R1".,(',. 't),V.'?rj?;~ .,. -;;, ,,,_o 4. RESOLUTION NO. 6967 DATED liJltY 1. 201J CITY OF ,--::...---\ 4 SAN MARCOS 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCT/ON (GREEN BOOK). 6. SOILS REPORT UPDATE LETTER BY LGC CONSULTANTS DA TED JUNE 20, 201J, LETTER OF CLAR/FICA TION OF GEOTECHNICAL PARAMETERS FOR RETAINING WALL DESIGN ADJACENT TO BIO-RETENTION BASINS PROPOSED LA COSTA RESIDENT/AL BY LGC CONSULTANTS DA TED AUGUST 21, 201J, GEOTECHNICAL UPDATE INVEST/GA TION BY LEIGHTON AND ASSOC/A TES, INC DA TED SEPTEMBER 27, 2012, GEOTECHNICAL UPDATED AND ADDENDUM TO GEOTECHNICAL INVEST/GA TION DA TEO NOVEMBER 16, 2012 AND UPDA T£ LETTER DA TED FE:BRUARY 1, 20/J AND AS-BUILT REPORT BY $CT, INC DA TED APRIL 20, 2004. LEGAL DESCRIP'l'ION CITY OF ENCINITAS PROJECT SITE VICINITY MAP NO SCALE REAL PROPERTY IN {HE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STA TE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL 1 AS SHOWN ON 1HAT CERTAIN PARCEL MAP 20982 IN THE OFFICE RECORDER OF 1HE COUNTY OF SAN, DIEGO, STA TE OF CALIFORNIA. NEW APN : 22J-050-71-00 PROJECT LOCATION THIS PROJECT IS LOCATED Wl1HIN ASSESSORS PARCEL NUMBER(S) 22J-050-71-00 THE CALIFORNIA COORDINATE INDEX OF 1HIS PROJECT IS N 6260642 E~1-9~75=8~17~------- BENCH MARK DESCRIPTION: CLSB-010. WELL MONUMENT STAMPED RCE 2J956 PER R.O.S 17271 LOCATION: FD. V.M.D. J089 PER R.O.S. 15J76, WELL MONUMENT IN CENTER OF NORTH END OF BULB CUL-DE-SAC OF SIT/0 BAYA. MONUMEl-ff IS IN CENTER OF NOR1H END OF BULB CUL-DE-SAC OF smo BA YA. 250 FT. NOR1HERL Y OF CALLE GAVANZO, 45 FT. EASTERLY OF A STREET LIGHT RECORDED:~~~=~--------------- ELEVA TION: J06.504 FEET DA TUM: NGVD 29 (MEAN SEA LEVEL) REFERENCE DRAWINGS RANCHO SANTE FE ROAD NORTH RANCHO SANTE FE ROAD J68-2 176-2 J97-1 J97-1A CT02-02 409-4 CT01-09 VILLAGES OF LA COSTA IMPROVEMENTS VILLAGES OF LA COSTA GRADING LA COSTA OAKS SOUTH TENTATIVE MAP LA COSTA TOWN SQUARE COMMERCIAL LA COSTA TOWN SQUARE TM SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERA TED BY PHOTOGRAMMETRY GA 1HERED ON FEBRUARY 2001 BY O'DAY CONSULTANTS. TOPOGRAPHY SHOWN HEREON CONFORMS TO NATIONAL MAP ACCURACY STANDARDS. INDEX OF SHEETS EARTHWORK 9UANTITIES 1. TITLE SHEET/NOTES CUT: 12,800 CY 2. DETAILS ANO SECTIONS 5.JOO CY J. ROUGH GRADING PLAN FILL: 4. ROUGH GRADING PLAN CONT'D IMPORT: 0 CY 5. ROUGH GRADING PLAN CONT'D EXPORT: 7500 CY 6. CROSS SECTIONS 7. STORM DRAIN PLAN REMEDIAL: 6 800 CY 8. STORM DRAIN PLAN CONT'D 9. STORM DRAIN PLAN CONT'D 10. STORM DRAIN PLAN CONT'D 7. 1HE SAN DIEGO REGIONAL STANDARD DRAWINGS AND AS MAY BE MODIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. CALIFORNIA COASTAL COMMISSION DEVELOPMENT PERMIT CONDITIONS DA TED N/A 9. ENVIRONMENTAL APPROVAL DOCUMENTS DATED ~Nu,l.~A~----- 10. STORM WATER POLLUTION PREVENTION PLAN PREPARED BY CHANG CONSULTANTS DATED J/Jl<(, 201J, SW 1J0128 WDID NO. 9 J7CJ67185 11. STORM WATER MANAGEMENT PLAN PREPARED BY CHANG CONSULTANTS DA TED J'(,IL,Y J'fi 201J. SWMP 1J07 12. CALIFORNIA STORM WATER QUALITY ASSOC/AT/ON BMP CONSTRUCTION HANDBOOK AND CAL TRANS CONSTRUCTION SITE BMP MANUAL. LEGEND DESCRIPTION DWG.NO. SYMBOL QUANTITY BOUNDARY LOT LINE RIGHT OF WAY PROPOSED SLOPES (FILL) 2: 1 MAX. (TYP.) PROPOSED SLOPES (CUT) 2: 1 MAX. (TYP.) EXISTING SLOPES 2: 1 MAX. (TYP.) DAYLIGHT LINE EXISTING CONTOUR EXISTING WATER LINE EXISTING SEWER LINE EXISTING RECLAIMED WATER LINE EXISTING STORM DRAIN PROPOSED TOP OF SL OPE LINE PROPOSED CONTOUR ~'1:.:;::· ·~·· ... , .. _,..., . . ' _, =-i , ___ . _,,-' ... _-;,;..,;.;.. ='IL. 3£. = ---~-------... W--- PW --(]f§)--- PROPOSED PUBLIC WATER LINE PROPOSED PUBLIC SEWER LINE PROPOSED PUBLIC RECLAIMED WATER PROPOSED PR/VA TE STORM DRAIN PROPOSED PR/VA TE TYPE 8 CURB INLET PROPOSED TYPE F CB (PVT.) DWG NO. 477-9 ---vl--- DWG NO. 477-9 ---S--- PROPOSED HEADWALL WITH RIPRAP PROPOSED PR'VATE TYPE 8 C.O. BROOKS BOX PROPOSED TRAIL, SEE D WG. 4 77-9L PAO ELEVATION SIDEWALK HYDROMOD/FICA TION BASIN/ 8/0RETENTION AREA EXISTING EASEMENT PROPOSED SEWER OR WATER EASEMENT DWG NO. 477-9 SIZE PER PLAN •0-2 D-7 G-7,-9,-10 -Rvl- 12" HOPE === 18"HDPE 111J LF 487 LF J EA PROPOSED CUTOFF WALL SP-07 = =t'== = 4 EA PROPOSED RETAINING WALL (.:;Pec.iAL bC61r.N SijT ll~13l ~=-,c::,-c::oo-==-5,675 5F BROW DITCH •D-75 (TYPE 8) · ==> :;::::> J40 LF PROPOSED CURB OUTLET D-25 CD ., 1 EA i. • AS-.M.ODll]&Dc8.~-:mr:-CJJ;t,-or:..,;AfiLSBAQ_ST,ljjDiJ8DS._,----------....,.--,---.., --------~) Rl:TAllll/tilo Wi\1.L' , ·. fi/SR~b c-<,, 11.'1~.r. REQUIBED TREATMENT CONTROL B.MP TAB HYDROMO IFICATI :A -__.; TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGREEMENT FREQUENCY BIO RETENTION PLANTED DETENTION HOA BIIP lWlfflNANCE UCIIJTY BASIN AGREEIIEN'r 3-5 ANNUALLY SUS.MP PROJECT PRIORITY ~fil=GH~----- BY: S'-fo-t8 11. WALL DETAILS 12. SliE AND RETAINING WALL STRUCTURAL PLANS SOILS ENGINEER'S CERTIFICATE /, ~ ._:,... L_~._'tl,.""' J.,.... L.6-C a,,,.t:4,w,i..J. A REGISTERED (CIVIL/ GEOTECHNICAL) ENGINEER OF THE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF TH£ SOIL CONDITIONS PREVALENT WITHIN THIS Sl7F-WAS MAD£ BY ME OR UNDER MY DCIRECJL BETWEEN THE DAil::. s OF J..Y-..,_,,_.}...,"' , 20 l'Z ANO . .:::..c~~~~---• 201,'3 . TWO COPIES OF THE SOILS REPORT COMPIL O FROM THIS STUDY. WITH MY RECOMMENDA TIDNS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENG I NEER. /'.( / SIGNED: H:,,,:,-, G.F./P.F. NO.: 'l.~1..,1 bi'ngs . ' DATE: ,G,.{? \C t.•\'3 LICENSE EXP/RATION DA TE: ',}'-"<. '?.c' S 1J. 14. SITE AND RETAINING WALL STRUCTURAL PLANS CONT. SITE AND RETAINING WALL STRUCTURAL PLANS CONT. I SH1EET I CITY OF CARLSBAD I SHEE'TS I t---t---t----------------+--+--+---+---1 ENGINEERING DEPARTM(NT 1 tj. i---........,i----;-------------------1---+--+---.\----I r-----1r----t------------------l---+--+---.J----I ROUGH GRADING PLANS FOR: DA TE INlllAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL LA COSTA RESIDENTIAL TITLE SHEET PUD 12-07 DWN BY: CHKD BY: =.."-... RVWD BY: ,/K• PROJECT NO. CT 12-05 4 /J b,/2, 'J, DATE DRAWING NO. 477-9A . .---,.~· .. " ,. :-,, ' '\ I, u \ ~/ ' ; i ; I j . R/W 0.5' 12' I 2' PEDESTRIAN ESMT PER FM 12-5. 5' 7' 4" P.C.C. SIDEWALK 28' 11· 5' 5.5' u.J § ~ <.) 2% -.. , ......... TYP. 17' 126' 6J' • I • 6 3· l---CL f-'LR C/IY 01 CAIILSE/1\0 owe. '·, 5J' . ,. JJ 44' w· , ____ P6Wf-!OSEU livlf-lf-WVrMCN I :.i P[h' owe NO. 471-9 RANCHO SANTA FE ROAD SOUTH OF PROPERTY -PER DWG NO. 368-2 &: 409-4 NO SCALE 56' If. 28' 17' 11' q; ~ 5.5' 5' 0.5' ~ <.) 27. - -- 11· 1.5' UNDERCUT ~--6" TYPE "G" CURB &: GUTTER, TYP. NO. 368 2 l g TYP. /lj'N I I I :J, -, 30' 12.5' 1.5' UNDERCUT 12.5' c:/w ~ 10· ---------- TRJ\IL TO RDAAIN 0 \ EX.ISi. L //A [[H 20· (' J 5, 5 I \ lcXIST ~11/1\l[R SUBOIVISION BOUNDA!(f EXISTING OLD RANCHO SANTA FE ROAD J' 4" P.C.C. SIDEWALK NORTH OF PROPERTY NO SCALE FUTURE YARD SW. 'ALE W/ HOME CONSTRUC TION (1% MIN.) FRONT SETBACK LINE 1• WA TERSER. ., ''l /!__ f, ~ j I a; l HOUSE l 66 \ l - I>< ) ~<( ~ -:! rwi ------R/" .. :SizJSJ5JNG KEY MAP LEGEND 0 50 100 200 400 4" P.C.C. --,;--,SIDEWALK, TYP. A VEN/DA SORIA (PVT) CIRCULO RONDA (PVT) '---4" TYPE e, MOP. ROLLED CURB & GUTTER (TYP.) r-- s 3' MIN. / • 3 "' ,.,,,., SHEET NUMBER __________ _ EROSION CONTROL NOTES 1. IN CASE EMERGENCY WORK JS REQUIRED, CONTACT KELLY MORRISON AT 949-322-0532 CD 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL 8£ MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE AT CONVENIENT LOCATIONS TO FAG/LITA TE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT ( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGRA TE. 11. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER 15, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION 35.023 OF THE EROSION AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STA TE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND /RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPEC/FICA TIONS AND THE FOLLOWING: A. HYDROSEEDING SHALL BE APPLIED TO: 1. ALL SLOPES THAT ARE GRADED 6: 1 (HORIZONTAL TO VERTICAL) OR STEEPER WHEN THEY ARE: a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MORE IN HEIGHT. 2. AREAS GRADED FLATTER THAN 6: 1 WHEN ANY OF THE FOLLOWING CONDITIONS EXIST: a. NOT SCHEDULED FOR IMPROVEMENTS(CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARKS AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HA VE ANY SPECIAL CONDITION IDENTIFIED BY THE CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WITH THE FOLLOWING CRITERIA: 1. ALL SLOPES THAT ARE GRADED 6: 1 OR STEEPER AND THAT ARE: a. THREE TO EIGHT FEET IN HEIGHT SHALL BE IRRIGATED BY HAND WA TERJNG FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTIONAL SYSTEM OF LOW PRECJPJTA TION SPRINKLER HEADS PROVIDING 100% COVERAGE. H: \1100\1136.10\GP\1136.10GRAD02.dwg 8/21/2013 4: 14: 56 PM 2. 3. SCALE: 1" -100· AREAS SLOPED LESS THAN 6: 1 SHALL BE IRRIGA TEO AS APPROVED BY THE CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA TION TO THE Cl TY ENGINEER. THE PROPOSAL SHALL BE SPECIFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE THE PROPOSED SYSTEM. /RR/GA TION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDED GROWTH. C. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWING: 1. SEED MIX SHALL CONSIST OF NO LESS THAN: a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHJLLEA MILLEFOLIA e. 3 lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF DIMORPHOLECA g. ITEMS c,d,e, AND f OF THIS SUBSECTION MAY BE OMITTED ON LOCA TJONS WHERE THE AREA BEING HYDROSEEDED IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A ~ I s _, I ~ I I I PER DWG NO. 477-9 NO SCALE VARIES 24', 25'** 12· 12·. 13'** ' I ~ I 3' WIDE VALLEY i GUTTER 9' VARIES 16.5', 44' 6" TYPE "G-1" CURB NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDING. i. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRJCUL TURE CERT/FICA TION TAG ATTACHED TO, OR 4" TYPE3 MOD.ROLLED CURB &: GUTTER (TYP.) 2' J' '---4" AC PAVING OVER 6" CLASS 2 AGGREGATE BASE PUBLIC O (TO BE DETERMINED BY R-VALUE; 2. PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC WEmNG AGENTS MAY BE ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. TYPE 1 MULCH APPLIED AT THE RA TE OF NO LESS THAN 2000 lbs PER ACRE. TYPE 6 MULCH (STRAW) MAY BE SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST BE ANCHORED TO THE SLOPE BY MEGHAN/CALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RA TE OF 500 lbs. PER ACRE. D. AREAS TO BE HYDROSEEDED SHALL BE PREPARED PRIOR TO HYDROSEEDING BY: 1. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: 1 b. HARROWING AREAS 6: 1 OR FLATTER THAT ARE SUFFICJENTL Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING THE SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SA TURA TEO SEED BED. b. THE ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING COVERING SALINE SOILS TO PROVIDED VIABLE CONDITIONS FOR GROWTH. E. HYDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS GROWTH UNTIL THE THE PROJECT JS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROSEEDING IS THE THE PERMANENT LANDSCAPING, UNTIL THE PROJECT JS COMPLETED AND ALL BONDS RELEASED. ~ ... t" 0 ~ ':ji.1 1il r10. 66332 Q m , EJ<p. 01o-.te111 " J SEWER _j PRIVATE 9 _,,0 SEE STREET NOTE 1) STORM _j/ ~-PUBLIC 4" TYPES J,100.ROLLED DRAIN WATER CURB & GUTTER (TYP.) •• CALLE NERJA, STA 11+71.33 TO STA 11+90.00 CALLE NERJA (PVT) PER DWG NO. 477-9 NO SCALE ··~ /m~r--1--1-· \"~~ 1/fff-~--+--+-' \ ~, ! L a-t 1i t-u cl e _L3Ll3 Pl ann1ng and Engineering 5 3 5 5 Mir a S' or r en t o P 1 ace, S u it e 6 51) San Diego, CA92121 TEL. 8 5 8 . 7 5 I . 0 6 3 3 FAX. 8 5 8 . 7 5 l . 0 6 3 4 /4-~P' S-!c.-18' 'r t(;)' (3 oVANN~ Fb51LLIC.O DATE DATE PER DWG NO. 477-9 NO SCALE VARIES 24', 25''* 12' 12·. 13'** 1.5' UNDERCUT •• CAL~£ NERJA, STA 11+71.33 TO STA 11+90.00 CAL,.LE NERJA (PVT) ' PER DWG NO. 477-9 NO SCALE 11\ INITIAL ~,;NII.. . REGISTRATION EXPIRES S J0 2~ Ot.-Zc:,18 ENGINEER OF WOR~ REVISION DESCRIPTION ~-' ,, ', .-.. I I <·7 I 1,-,.,,..,.. I '1-1>,i-· -~ 7:.\ 4 " SEWER LAT. -t--1" WATER SER. STREET ._._ SLOPE • 5 MIN. TYPICAL LOT DRAINAGE NO SCALE If. 24' 12' 12· 2% 2% - 6" TYPE "G-1" CURB 1.5' UNDERCUT I 4" TYPE. 8 MOP.ROLLED CURB & GUTTER (TYP.) CALLE TAR/FA (PVT) DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PER DWG NO. 477-9 NO SCALI; "AS BUILT" ~ ~~ !,;-fc:>-18 F" RCE t:o'-332. EXP. or..-:Z.cUI• DATE ~;l({;J~ s/11,,hB INSPECTOR -.,-DATE I SH2ET I CITY. OF CARLSBAD SHEETS 14.; ENGINEERING DEPARTMENT ROUGH G:f!ADING PLANS FOR: LA COSTA RESIDENTIAL DETAIL AND SECTIONS PUD 12-07 APPROVED~ x-zJ,,,· rJA . GLEN K.17).V;~JJSKI ENGINEERING MANAGER PE 41204 EXPIRES 3/31 /15 ~TE DWN BY:~ PROJECT NO. DRAWING NO. CHKD BY: .AfJ CT 12-05 477-9A RVWD BY:""' j I 0 10 20 40 80 SCALE: /" = 20' ---/ ;, /~ H: \1100\1136.10\GP\1136.10GRAD03-05.dwg 8/21/2013 4: 14:56 PM REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY BIO-RETENTION 2 EACH BASIN ROUGH GRADING ONLY-PRECISE GRADING PLANS REQUIRED PRIOR TO BUILDING PERMIT . \ .-\'.,;;. • / -., -~34.50TW .,Y 33 ,50FG \ s ', s •<' -- ---------l__-'---'"''"' 11 ! -~--••~~I---1---~,.._.,_~R at 1t u e Pl ann1ng and Engineering 5 3 5 5 Mir a S' or rent o PI ace, Su it e 6 5ll San Diego, CA92121 TEL. 858.751.0633 FAX. 8 5 8 . 7 5 I . 0 6 3 4 s-10-IS ~(-tt-.-~r:: JI KIL( 0 l ~11..1.,c.c DA TE ·. R . :ss;,r.9£.- "'°'3-32. REGISTRATION EXPIRES S iM:J f!G-M~ I;>" -z.018 / 'i10.2rw 369.70FG 77:70TW. · 69.70 G __ ® ( 369.7) RAIN "A" EE 7-9 FOR PROFILE§_ (D EASEMENT TO S.D FLOOD CONTROL DISTRICT REC. MAY 15, 1974 AS F/P 74-126972 O.R. TO BE VACA7ED PER FINAL MAP CT 12-05 • ; / @ EASEMENT TO S.D FLOOD CONTROL DISTRICT REC. JANUARY 13, 1977 AS F /P 77-014212 O.R. TO BE VACA 7ED PER FINAL MAP CT 12-05 / 37i70TW 369.70FG ,::. C'> / ~< .. • / /// _,,,, ~ ( 373.7) "" ~~ . ~ .,,,, . - 373.lOTW ,/ 6J).70FG .. ~·'/ \C. ,.,,,/ @ ~ --. c:, F; 'arj. " C' :\~' \@ ( 374.5) ( 374.2) R=28 "AS BUILT" /~02_//_. --10-18 DATE RE !EWE I /fl l . - -G ''O,J x' ()Jot 0 · -~-~ 0i1/(8 INSPECTOR f Dfi fs8Fi7 CITY OF CARLSBAD CTrJ f----+---+----------------f---+----l----l---1 ~ ENGINEERING DEPARTMENT - 1-----t---1-----------------i-------l-----l---4------1 1-----t---t-----------------i-------l-----l----4------1 ROUGH GRADING PLANS FOR: LA COSTA RESIDENTIAL GRADING SHEET 1-----1----1------------------ll-------l-----l---4------1 PUD 12-07 ::;A~P~P==Ro~VE~~=, •. ==J== __ = l==-=.,=-/}.=, /_==G::;::L::;:;E==N=K==.=v=A=N=P:::E:::S~KI 1----t-----+------------1---+--1----1--1 -. b Ul-n ~ 0/.iliiZL.. f----l--+,,-------------------i---l----1-------1---1 ENGINEERINMANAGER PE 41204 EXPIRES 3/31 /15 -DAlE ~ ~ DWN BY: .,.,__ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CRHVWKDD BBYY:.~ •J CT 12-05 477-9A OTHER APPROVAL CITY APPROVAL "" DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION \ 0 10 20 40 80 SCALE: 1" == 20' H: \1100\11J6.10\GP\11J6.10GRAD03-05.dwg 8/21/2013 4: 14:56 PM 376.20FS ® I ~ :"< ~"' / "1 I ,.,: iS al / I~ °""" ;;;; C, ~ I s i;? u I~ ti'-' '-' <o "1 tri 8cc -;. <o ( 376.2) Cl) ..... ~a; I (J) I ( 377.2) I REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY BIO-RETENTION 2 EACH BASIN ROUGH GRADING ONLY-PRECISE GRADING PLANS REQUIRED PRIOR TO BUILDING PERMIT L L --0 V-- J 375.Z rG PER RSD D-10 377.25RIM 364.78/E s --- 2 AREA ORAi J78.50TG 141 SF :y_lf$,{/f S --S -·f----1 '1 _, t3+oo Iii w -1--- 1 i I M KILGfRE -. C-,1 ~NI RCE.JW. '1009£ '----. ""'sa2. 382.94TW 3 6.67FG P'tis1u.1CO DA TE REGISTRA 7/0N EXPIRES 6 JO 20/e O(.-ZblV ----------- I 381.99FG 80.00' ® I 381.49FG C 383.~) 80.00' ---- F P£R SDRSD D-7 SEE SHEET 6 DETAIL A 377.29RIM 376.17FL '25' 367.33/E 'e!J )( J1Jo.5 377.35TW 383.BOFG i I -- sfzi,/18 DAIT 1---+----1-------------1---1---1-----1.---1 1 sH4EET I CITY OF CARLSBAD s1HE __ ·_•E-~s ENGINEERING DEPARTMENT , ;;R;:O:;;U;;G:;;H:::G;.R;:AD;:;:;,;.IN:;;G;:::;;P;:LAN:;;;S;:::;;F;;OR:;:·:::::::::::::::::::::::::::::==~=t=: LA COSTA RESIDENTIAL GRADING CONTINUED PUD 12-07 , fiDn ; · APPROVED~ 7/. zl;,, il,i.; GLEN ~~,,.,h~;~E-SK_I, ENGINEERING MANAGER PE 41204 EXPIRES 3 3,-15 ~TE I -1-1 JK. I APPRO'<£D ON 9/16/13 . " 10h 13 1;. DAlE INITIAL DA TE INITIAL DA TE INl)lAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I ' ' 0 10 20 40 80 SCALE: 1" = 20' H: \1100\1136.10\CP\11J6.10CRADOJ-05.dwg 8/21/20/J 4:14:56 PM . . •. ! /,,/:: . . J 9.67TW J69.~!FG REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QUANTITY BIO-RETENTION 1 EACH BASIN ROUGH GRADING ONLY-PRECISE GRADING PLANS REQUIRED PRIOR TO BUILDING PERMIT ( 379.2) @ ( J78.5) / .. ,.>'',, ' '\ ~ ·-~/ ;-,/' ,c. \ ! ,. / 'WIN E N RETf // ! HEADWALL PER .. /. o'-. SDRSD D-J2 ~ l J80.20/E / 1~/ .. / / / ~ \ /1/ ~~ Ali H BASIN~£~ r SHEET 6 DETAIL A J82.7JRIM / J81.6FL , -~ J75. 791£ .• .. . ·· 76.17' ~ 12"HQPE •:.:r•· /_;::' ~ ,., ---__ , ... , ,-' :.: ,. '·-' /"_:i,,,/, / "····· , . ./ ,, J79. . . , JB1.06TW J80.0JFG PIPE ( J82.5) .O.•BOTTOM 1 . • '.• /\.'· ;f ... \ Ji\,~ ·•'-' .. ' . ...~, • I / 1 ·11 J82. 77FG , / / // S BOX .87RIM .00/E 92.00' / ® ( J84.0) / \ / I I I ' I \ \ ~. ·~ ',\: JBJ.OOF< J82.50FG \. dl \qa ' o. \ \· ',, \ ·~ ,-,: J81.82FG J80.57FG @ .... --.. ,. . ... ( 384.6) / J8J.J1FG -' 384.59FG 99.99' ( ) SDRSD D-75 \ 382-t~ ) ' 384.8 h:-.. _-1\\--l'r-\ ~p: 6+29, 82.5/FG MATCHLINE SEE SHEET 4 P l a n n 1n g a n ct En g 1n e er in g 5 3 5 5 Mir a S' or r en t o P I ace, S u it e 6 5'0 San Diego, CA92121 TEL. 858.751.0633 FAX. 8 5 8. 7 5 I . 0 6 3 4 ~ -(c:.-I 8 S,.,+l}J,-/~ REGISTRATION EXP/REC: ,5 ,:;e Ee/5 0(,,-201~ 82.00' J84.80FG "AS BUILT" ~/79'.?':' s-10-15 RCE t.bSlf.Z. EXP. O(o-.Z.o\B DATE I t-----t---t-------------+--t---+---+-----1 I SH5EET I CITY OF CARLSBAD I SHEETS I ENGINEERING DEPARTMENT 14 1----1---1-----------------t---f---ji----+---I ::;R:;O:;::UG;:H;:;::,G;,;R;:AD:;;;IN;::G:::;P:;:LAN:;::,;S;:::;:FO:;::R:~·:::::::::=::::::=::::::..'=:===: LA COSTA RESIDENTIAL GRADING CONTINUED t----t----+-------------------1----+----+----+---1 PUD 12-07 l---+--+----------------4---+---+---1--~ :',:A~PP~R;::',O=:=,VE~~=: =::;:. =;=:=c=)t=:=;=· ,Z=i/4,==;=,:;&d=-=, =.=. =;,;GL:,;E,::;:N::;:~;=· ::;:;V;,:,:::,:::=:~"'ES~KI ENGINEERING MANAGER PE 41204 EXPIRES 3 31 15 tT~ I DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: CHKD BY:AU iL RVWD BY:dis- PROJECT NO. CT 12-05 DRAWING NO. 477-9A C CJ1 :e 0 G) ~.i:i. ~ ....... .i:i,. ....... I CD )> ' A SECTION 'A-A' BMP-5 6 SCALE: 1" = 10' CHAIN LINK FENCE ,/ - EXIST. GRAD\ 4=FOOT HIGH;\ TW 364.0 7 .w: -~✓ WS=J62. 7 s1-0f;<:(//> PLANTING MEDIA 'l.}z •.>"· . \ BOTTOM=J60.0 r,'f..\5'\;,: / / . 'i a.,.../ RETAINING WALL , ;<'</ ,,-/ J/ SH•ET 1J / /{/">"'77..,-;,-;,,,...,..,.. • vr> 10~· "I" 7i0 / '.f / ·, · / ·. ·-:/ ·. •:/. · /t--: m.n. '~· _.·· .. -. ~, -.,, -, .,•. , ,,, · DA nIGHT PER · 7 'ir6R'tet LA YER · SOILS REPORT 4• PERF. PIPE, OUTLET PIPE DRAINS:--_,. · TO BIORETENTION OUTLET STRUCTURE W/ ORIFICE FOR FLOW CONTROL 20 MIL HOPE LINER W /2-INCH LA YER OF SAND TW 364.0 B SECTION 'B-B' BMP-1 6 SCALE: 1" = 10' ~'lsWJD., 'M7.'1/f.:m.'.;' .... '.-~.l ----~:_½J.N-rr-r9-;-""/"rq 11 }._ I !I . --~::-:oc_,~'"·""''-' -J I m:::i !-1 FENCE PER LANDSCAPE PLANS i_·· ... ,1 iw rLEV.'' TION I 2 o' EXIST. GRADE\ -~_fE~c,P_LA_N -~~..., J-::-TTO~~lWS~78~18 -~ ---- LOT 31 PAD=J78.8 4" PERF. PIPE, OUTLET PIPE DRAINS WIDTH VARIES TO BIORETENTION OUTLET STRUCTURE W/ ORIFICE FOR FLOW CONTROL 20 MIL HOPE LINER W/2-INCH LA YER OF SAND STORAGE LA YER C SECTION 'C-C' BMP-2 6 I I.JI SCALE: 1" = 10' ,;I ~ 1 (VIEW FENCE PER LANDSCAPE PLANS ..,, 50' SETBACK FROM 1 r RR.NCHO SANTA FE RD. 2' D SECTION 'D-D' 6 SCALE: 1• = 10' H: \1100\11J6.10\GP\11J6.10GRAD06.dwg 8/21/2013 4:14:56 PM 10' MIN. TO DA nIG PER SOILS REPORT I ~1' 0 0 E SECTION 'E-E' BMP-3 6 SCALE: 1• = 10' 20 MIL HOPE LINER W/2-INCH LA YER OF SAND F SECTION 'F-F' BMP-4 6 SCALE: 1" = 10' TYPE F CATCH J <>:, cl' ~I a:, I ~I ~I al, ~I PLANTING MEDIA 1 ~ 'I:·' ,/ •Y)> . y·· •, · PROPOSED E / :· PER PLAN PERFOP.ATEO 1JN08WRAJN _ __,, L == a-~~ i-Mll'l 6~ -! EU\NGE &: ORlf!t:E PLArE CONNECTION---' ($EE.NOTE 1) CATCH BASIN\ ·• D1 V1 STORAGE--. LAYER -........_...._ 4• PERFORATED PIPE 18" QG. PlAN N.T.S; IMPERMEABLE LINER SECTION N:i:.s~ NOTE ORlflC!;:_ PLATE: t,\IN SOU~!; Dl~ENSl(JNS: LO f:f GREATER_ T!-IAN Plf'E DIA HOf-OIP_ GALYANJZEO Pi.A~_AFfER_ HOlES HAVE BEEN DRILLED- !'MAX Q FLOW QlJTfALl PIPE (GtN, ~mTE; 1} = -------- TYPE F CATCH BASIN ORF/CE PLATE SEE DETAIL THIS SHEET ,r-t-(NOTE 1) _ Lo TUTFALt PIPE ORIFICE PER TABLE !MIN 6" (l'IP) I . (1YP) lNFLOl'f PIPE --.,..QRlf\CE DIAMETER (DfA) 1, ORlflCE PLAIT &. Fl.ANG~ CON/'lf:CTION. TQ. CONCR-€:TE SHALL Bl;: mrrn Wtn-l 30 □U80METER NEOPRENE RING. "•'-----'"'-51lED PER DESIGN CRlTEFIIA j"DIA HOL, (TYP) FLOW CONTROL ORIFICE PLATE Bioreten.tion Facility Outlet Detail -A REFERENCE CITY OF CARLSBAD SUSMP DA TED JANUARY 14, 2011 BMP-2, 3, AND 4 ~~ ___ BASIN\ ---____ _:!64·9_ ____ -------JJ4.48 4 EMERGENCY SPILLWAY 362.7 5' FREEBOARO D4 DETENTION-- DETENTION AREA DJ AREA TYPE B D4 FREEBOARD JJJ.2J DJ JJ2.JJ OUTFALL PIPE (GENERAL NOTE 1) CONCRETE ~( HEADWALL TYPE PER 18" PERFORAi78Tl!P CLEANOUT PIPE PLAN ) r-~~~---7(--;=_=-=-~j--·~--~ 360.9 VI D1 18" PIPE D1 V1 • '};'.' 10' • r:-~7:".'.....,,..,~C'?,.-:T..,-,-:c=cc:--H~-.,q.1/NT'/NtS /VlePl"I 18" •·· ~UfN171r/t; /Vl/£01,4 BMP # MIN. REQUIRED PROVIDED D1 DEPTH ;Sfo~i/6€" IAylER SURFACE SURFACE (INCHES) AREA (SF) AREA {SF) 818 2,996 11.0 0.5% 2 539 1,418 17.8 30.8 FILTER FABRIC IMPERMEABLE LINER ¾ _g/ l'l,.,oy t..o,1/V/ &J;.;lfy ./5 -ZO% .s1~r o -3!i,;,. .S-41"./o !!i&>·70% 4" PERFORATED PIPE BIO-RETENTION TABLE V1 *D2 DEPTH V2 SURFACE (INCHES) STORAGE PONDING LAYER AREA CF AREA (CF 2,746 (16.9-22.5) 19.7AVG 1,798 2,099 (21.2-35.6) 28.4AVG 1,342 DETENTION D3 DEPTH REQUIRED 100 YEAR (FEET) DETENTION (FEET) 5,330 1.8 D4 DEPTH FREEBOARD (FEET) 1.3 ORIFICE SIZE (INCHES) 0.5 0.5 OUTFALL PIPJ~"~· ~-,-= (GENERAL NOTE 1) ORIFICE \ -.. """''~" · IMPERMEABLE :.l:~RFORA TED 4 IMPERMEABLE LINER 4" PVC PIPE 3 799 1,100 4 464 1,088 19.2 5 2,708 2,708 40.0 3,862 44.7-66.3) 51.9AVG .1,902 0.6 1,741 29.2-32.6) 30.9AVG 1,120 0.4 9,029 66.4-77.6) 72.0AVG 6,502 5,969 0.9 1.25 0.9 5 PER TABLE LINER PIPE *STORAGE LAYER PER CALTRANS SPECIFICATION 68-2-02(F) BIORETENTION FACILITY OUTLET BMP-1 DETAIL-B 10 SCALE: /" - NTS ~~ f.~~!(J~, N.p ,:f, •· No.6t332 ,, °'9,-~ f '¾tlo:r11J __ ,.-~- 20 40 10' ORIFICE PER TABLE UTLET BMP BIORETENTION FACILITY 0 BMP-5 DETAIL-C A. A ~l-:-s:"'L..."~,\~~. N~ fl/I -I \ ~~' 1 a~ if hc1 e _3\1~ P 1 a n n 1n g a n d En g 1n e er in g 5 3 5 5 Mir a S" or rent o PI ace, Su it e 6 5'0 S,an D.iego, CA92121 fEL. 8 5 8 . 7 5 I . 0 6 3 3 FAX. 8 5 8. 7 5 l . 0 6 3 4 '°""'' 'PcS\Ll.\C.c, DA TE REGISTRATION EXPIRES-f-J0 2f!I§ e>'--Ze>IB 11\ DAlE INITIAL ENGINEER OF WORK DAlE INITIAL REVISION DESCRIPTION OTHER APPROVAL "AS BUil T" ~&If S"-(o-,e RCE f,,~g;,z EXP. OC.-20\8 DATE - ! ' REV.~: I / . 7f ,U/ f I /V.._._;, s-/p-fa INSPECTOR V DA I S6ET I CITY OF CARLSBAD UL] ENGINEERING DEPARTMENT . ROUGH GRADING PLANS FOR: LA COSTA RESIDENTIAL PUD 12-07 CROSS SECTION SHEET APPROVE~ -x_ ~ M GLEN K. VAN PESKI WI LI . .!2./1.k/LL ENGINEERINGMANAGER PE 4f204 EXPIRES 3/31115 · DATE OAlE INITIAL DWN BY: PROJECT NO. DRAWING NO. CHKD BY: Aid ( r 1 CITY APPROVAL RVWD BY:.li4 CT 12-05 477-9A 14f50 i I 111·· ) ,,.,.-,_ ~I lJJ :c CJ) lli --. ,----- ' ' . I ' 10-t-50 ' ' CJ) ~,~--:: :P{5F I' ~ 14+00 ~ )--- -0' -----, I v-- ·1. '~ 1 "HOPE w -----w i i ' ' -i i ",oo=2-13c,=;s "L·!:.;4asF S· V1oor-·f-" ; I f .., .. · ..... , .... ., .. i----· 1·-.. +--=~:.~,:::~+-,-+-+--++--+-+-+--+-~-++--+-+-...;--+-~-+-1--+--·+· r, -+--+-·1···· I·· PROFILE: PR/VAT STORM tJ IN ', ---~----- ' ', . / .,-- ·: \----·-·:- ', ;-------'._·;; I ·/,; y ' : . " 1/ ' ' ' , cf--, r·--; ~--·7 s 1~,-----+ ---r·.-·,,p-- 1J+IJO I I 12+00 SCALE: 1 • = 20' HORIZONTAL 1" = 4' VERllCAL , ·, I · .. , · .. ~vi I ·, I _, i 1..------ -· 'N + -W --, ,~-------j V\/ -----W -~-, W ---i-W --- ' I ' \ : ' 2 .. , ... ,. --~------- .i. ' ' ' ' - i I I ''A,, W--1 I A YE NID i\,// .. ORIA (PVT) ~~~~=~ ,--===="'"··"-+--,=~-=---I .. ..... ..... .· t I 0 10 20 40 80 ~ I I SCALE: I" 20' H:\1100\11J6.10\GP\11J6.10GRA007-Starm Drain A.dwg 8/21/2013 4:14:56 PM PLAN: PRIVATE STORM DRAIN'~'' SCALE: 1• = 20' . ., .-~~ ... .~'rg ' j /5 flo,~ 0 I &p, "'--:ZO\ 1 slifC'Nll. PUBLIC SEWER AND WA 7ER PER SEPAR7E PLAN AND PERMIT SEE DWG# 477-19 --+~\, \ '\ a t it h cl e 1 3\ j P 1 an n 1n g an ct Eng 1n e er in g 5 3 5 5 Mir a S' or r en t o PI ace, S u it e 6 SU San Diego, CA 92121 TEL. 858.751.0633 FAX. 8 5 8 . 7 5 l . 0 6 3 4 S-\0-(8 l'· I~• lf-1!§-.S- P'bstw..1co DA TE REGISTRATION EXP/REC: C JC 2f!l/j • · oc..-.201v- ' I--+---+--+--+-+-----·-·-·----.. -'. -. ., ... - ' i + ' ' l--+--0----! ------------- ' ' ---,~ I i ' f ----- ' ' f "' · .3 .7 'OF I r--- 1~" f/DPf PIPEI@ 1.;zo-11' ' ...... r .... "T 9•00f'2,llC S ~ ' ' " A.c. 0 ~ 7JJ. -<G ~ lo lz , -' . _P ~ ~ ~ 1i--:l 1 3"?'0 · f--+-+ .. +· ~-+-+-+-11--+-+-t-- i I-+--+ ----.. -----------·--·--_ _J r--- ' 390 "' I\ . I NO. I 1 2 .3 4 5 ' ' ' ---F····· ,--- ' I r~ r ·· I ! i ~ ! j t· .......... . i 0 STORM DRAIN DATA BEARING / LI RADIUS LENGTH N24·54•oo"E J0.75 N69'48'JO"E 82.93 12·.36'40" 192.5' 42.64 Na2·Jo'oo"E 116.70 N82'JO'OO"E 107.92 INSPECTOR r I TABLE 0 REMARKS 12" HOPE PIPE 12" HOPE PIPE 12" HOPE PIPE 12" HOPE PIPE 12" HOPE PIPE I SH7EET I CITY OF CARLSBAD I SHEETS I l---+-----+----------------1----+--+---+-----I ENGINEERING DEPARTMENT 14· f---+----j+-----------------+----1-----j----j---l ROUGH GRADING PLANS FOR: LA COSTA RESIDENTIAL STORM DRAIN PROFILE 1---+-----+---------------.....,1----+--+---+-----1 :,:P,;::U~D:::::1:;;2=:c-~0=7================~ APPROVE~. i ~~~;AL::~ 1 DA1E INITIAL DA 1E INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DA1E INITIAL CITY APPROVAL ENGINEERING MANAGER PE 41204 EXPIRES 3 31 15 ~TE0 DWN BY: CHKD BY: g,Al:f,,._' ,.,.,~ RVWD BY:.lif PROJECT NO. CT 12-05 DRAWING NO. 477-9A ..... ; ·-"""""' .... ' ...... ., ·····'······ '. ····r·········+·······-"i i12i• 1v1:1Fr . ~R6Poini BJ P vc SEWER i PER DWG NO. 477-:!9 ; ' •.• 1 .... Y . ;······-r··--: ' ' ,_. ' . 73; QF t2: / · v,.;,=1fo~FP~ : ' .. ' I HG 7 • 11-tOO I • ..... t ..... .:.. ..... t,~•'··+ ::g 101-so · ' 10+00 PROFILE: PRIVATE STORM DRAIN @ CALLE N (PVT) SCALE: 1" = 20' HORIZONTAL 1" = 4' VERTICAL II PLAN: PRIVATE STORM DRAIN ''A'' & ''B" SCALE: 1 • = 20' H: \1100\1136.10\GP\1136.10GRAD08-Storm Drain A.dwg 8/21/2013 4: 14:56 PM PUBLIC SEW£R AND WA T£R PER SEPART£ PLAN AND PERMIT SEE DWG# 477-9 .. · 380 ··360 0 ....................... : ! i . ,~· ~ . ; TI 7: 60 ; I : i ! ~·· .. .. iili--+----i.. i ! : ""'""(""""" J 12+00 .. ; PROFILE: PRIVATE STORM DRAIN "B'' 10 20 40 80 SCALE: /" = 20' P 1 a n n 1n g a n cl En g 1n e er in g 5 3 5 5 Mir a S' or rent o Place, Su it e 6 5--0 S an Diego, CA 9 2 I 2 l TEL. SS-8.751.0633 FAX. 8 5 8 . 7 5 l . 0 6 3 4 SCALE: 1• = 20' HORIZONTAL 1• = 4' VERTICAL 0 STORM DRAIN DATA TABLE 0 NO. BEARING I ii RADIUS LENGTH REMARKS 5 NB2"30'0Q"E 51.05 12" HOPE PIPE 6 47"47'42" 30.9 23.26 12" HOPE PIPE 7 N37"32'29"E 142.73 12" HOPE PIPE 15 91"44'45" 25.0 39.69 1 B" HOPE PIPE 16 N37"30'14"E 122.21 18" HOPE PIPE 17 N37"30'06"E 20.55 18" HOPE PIPE 11\ DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL "AS BUil T" /4~1? s--10-1~ I RCE '-ti SS:Z. EXP. OC.-2.cl 8 DATE I ~!YAJ(/lb ' INSPECTOR t q~*B I SHBET I CITY OF CARLSBAD CTr] ENGINEERING DEPARTMENT . ROUGH GRADING PLANS FOR: LA COSTA RESIDENTIAL STORM DRAIN CONT. PUD 12-07 APPROVE~.)/ .24n -Ad GLEN K.~v;~ ;;sK1 ENGINEERING"MANAGER PE-'41204 EXPIRES 3/31/15 '. · ,t1t OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY:-All f.L CITY APPROVAL RVWD BY:~ CT 12-05 477-9A C 00~ 0 G) _.s::,. ...... ~ ...... .S::,. I U) )> f . ' ' ······-,- ' . .. • . r I ' ' . 1+1-'--+--1 ' f •.. j ' ' +-+--+-. ·j •-•1 F j· ... -~· ..•... ' .. -.. ~ ·.· .• · ........ -- 1 ~. I ' ' ' · ....•• , ·~t···1 ' R ! :i-----··--·--r·--·· ·/it ......... ,. , .. . '::..i!'. 1-- i . t-'i~~ffi(t ><, 11t'l'..-i-'·-·,..i~--- ' ft+~q--·i I I,. ,; ;tpdl " 1\ :+ . ,. i I I ! ! r -·- ' .3+f0 ' SCALE: 1 • = 20' . H: \1100\11J6.10\GP\11J6.10GRAD09-Storm Drain A.dwg 8/21/2013 4:14:56 PM ~ I ' ' 11 ' . T-f-+-+-t-t---t· ....... -.- y+p9 ' ' . r· I 10 I , 7 r ' / : 724,8 i······••-' V1= T I ' ' ··' ., i i " ; ! i . ~"~-+ ... P'f'P'IJ 1-:--r,- , A , , .. ,. I .L 'l·_·;··:_..,+-::_--+f~-:_T .. + ...•.. ~ f _j_t-,.;. ' -i---- r•· ··• f ·1 I ,-·+···· ........ . 3 0 3 0 ---I - .,340! . ' .......... i E ,IST/NG G AD i i ___ 1 i PR POSED GR A E ···············-T·-······-'·····-·- I ~-+-· L.'\. .,, ·• 1 · 1--+--+---t--t--'--f---l--.f-i--+-+-···· .. ··~· .. q'., +--+--;.-1 I ' ' ..... ----------··(· 0 0 . i ... : ·r· .... ..;-e--e--1--~ 3pq .. , ! t~ 1· .... ' . ·--1 ~ ... . ... -. -c--;--, .. -·~· ·· .... . . .. 1 · .... I , 1 1 · l . ···• f--1--t-+-.,--~+-: ++-p0t-r·r-i·····I-+-.. ·i--····· ,f.;& ··..;+-,-.+-r· ··••.;• 9 . -f ··..:·P~l.!.;;~··· ~:....:.:=·=B:.:.:.-~..:...:..:..I\Y,.:.:., :.:.k\..:.:.· ··.;;..;,··· r.=..;..;;;..;.;...:...;;;;....;....;;..;.;....;..·-_o_·· _R_··· 1,4_· ,_···· 1tv_·•··_· ····_1_'' _ ..... '~r. ' ' ' ' RCE NO. 0 10 20 40 S-10-19 9,to .. 1 Foau.,.1e.o DA TE REGISTRA T/ON [XPIRES C JG 2015 01.-.Z0\8 80 0 STORM DRAIN DA TA NO. BEARING / LI RADIUS LENGTH 7 N37'32'29"E 1J.41 8 40'59'36" 25.0 18.43 9 N78'29'22"E J8.46 10 N76'31 '20"E 54.52 11 N72'13'42"E J1.43 12 N74'58'50"E 61.16 13 N84'14'10"W 11.12 14 N44 '01 '53"W 54.15 28 N33'55'58"E 31.13' TABLE SCALE: 1" = 20' HORIZONTAL 1" = 4' VERllCAL 0 REMARKS 12" HOPE PIPE 12" HOPE PIPE 12" HOPE PIPE 12" HOPE PIPE 12" HOPE PIPE 12" HOPE PIPE 12" HOPE PIPE 18" HOPE PIPE 12" HOPE PIPE "AS BUILT" /4~; s--10-18 c ~ RCE ""'S;JZ EXP. 0(,,-&0(8 DATE /J ' LA COSTA RESIDENTIAL STORM DRAIN CONT. PUD 12 07 AP~ )L_~iJ4/4 .· GLEN ~/2Zt~SKI t====j====j~~============================⇒=====t===~t====i====l ENGi EERING MANAGER PE 41204 EXPIRES 3/31/15 DAlE .. 11\ DWN BY: .~ ~ PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: NX•~ CT 12-05 477-9A OTHER APPROVAL CITY APPROVAL RVWD BY: dK . DAlE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I 'I l .• 1· .. ... . ..... r .... { ... r .. +---- 1 ' .h-J-·. ·. l._-____ ·_-_J·_·_·_·-··L=·· .. . ·r·· .-+-- (' / . :,. "'-· K ' '. ,;.'(:,. \.1/\ '?<. ;->·:" G~~~sz'. y 1 . ~--~-+--/---j.--\-1 lj Q:: I/ ; . .;f ... ; lXl Li.J f;j ~cue ;f't) ~· .Cj . '"cti~<'. .. •+"1-<NU.i. "' "' "',m ' . : .... . . . . ; I PROPOSED GRADF ABOVE PIPE I I ; ' : .......... ; : ...... "' .. , I , ; ... ·y--t-; ... +--+- !1-,J,so . PLAN: PRIVATE STORM DRAIN ''B'' & ''C'' SCALE: 1• = 20' H:\1100\11J6.10\GP\IIJ6,10GRAD10-Storm Drain B.dwg 8/21/20/J 4:14:56 PM 36 . ··1 -. . -·-" .. ! ' . ' . . ~r---.----,- . , . . ! ; ' ' !•--+-+' t :~.··•-+--!-• ...;.._j~-'--1--,--+---cl ..... .. -··" -- ··· ·· ···· ·. · · 5, : I RyL I · .... 27\ I :,i; es ... cl., 6t· -l-l-~ . . IE <( lu <( II) ::j ' fl'!-+-c-<3 §~ ~·-.~ .. ~· ... .1--.\-->---L-'-'~ ' :::; ·;-~ ~ '"', -· 2,> I ffi °'·, I • ~ "", 'I" ""·' ,----~. ·~1.~· -Lu I I.C); -"-' - . .. ""+' Cc· !¥. r''. 0 <o . ...., ' ! g; 50 -" ti "': "' s: 'O i--Qtr) c-~i;;::-, . ~ --1---·;t~~~r~ -:· .. · "~ I-+-~· i ! : ' • ~ -···' ' .. ! ' . ' . "'" "'" i- I ' ' 370' ' ' I • I . ' .J. ·+---+---+---+--I-: ! ' ••••••••• r ". "' - . . l I 3 0 ; ' / i ~ t --f---+-~~~-+--1--.l--'--'--1! . jj I~ I 1·-f--+-- +--+--+-·_,_1_· +-1.-l-++=l---+--f--+- .. .; . 20 40 80 I _I J SCALE: /" = 20' :dVANNI ~\W.lc.o DA TE REGISTRATION EXPIRES 6 30 f/015 0E.-2O19 • I . .• . .. iz-i;5 i=-: .... 1-I -1---1---1 Ell N. ~ ~-:t,c;r, 0 -* DATE .... I I . . .,, I ; I ....... , ' ..... ,. I I E:1RRIVAITT j I ~CAif: :~ , • =! 2q' H(!Rl~ONTAL ,. = ~· 'IE:RlCA~ I I ' ' I ' ' ' 1 } I > ' ' 0 STORM DRAIN DA TA TABLE 0 NO. BEARING / LI RADIUS LENGTH REMARKS 17 NJ7'J0'06"E 8.64 18" HOPE PIPE 18 40"59'J7" 25.0 18.6J 18" HOPE PIPE 19 N78'29'22"E 4J.94 18" HOPE PIPE 20 N76'J1 '20"E 54.6 18" HOPE PIPE 21 N72'1 J'42"E J2.14 18" HOPE PIPE 22 N74'58'50"E 85.1J 18" HOPE PIPE 2J N74'58'50"E 40.04 18" HOPE PIPE 24 N74'58'50"E 15.01 12" HOPE PIPE 25 7J'JJ'05" 25.0 J2,0f> 12" HOPE PIPE 26 N78'29'22"E J4.J5 12" HOPE PIPE < -~. 27 N76'J1 '20"E " 81.64 12" HOPE PIPE •, . . .. ·' /1\ INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL ' . . . . . I I ' L . I .. ,.. ., . i ·,, I f'C" ' I T ! . .... T. · 1 ! P 1 an n In g a n d En g In e er in g 5 3 5 5 Mir a S' or rent o P 1 ace, S u it e 6 5'tl San Diego, CA92121 TEL, 8 5 8 . 7 5 l , 0 6 3 3 FAX. 8 5 8. 7 5 l . 0 6 3 4 "AS BUILT" /4&4-s:--10-18 RCE l.foQZ EXP. C"-ZC>IV' DATE I I ~~~'~iJdk '~ fli/9 ,, INSPECTOR DA UQJ CITY OF CARLSBAD 00 0 ENGINEERING DEPARTMENT 4 ROUGH GRADING PLANS FOR: LA COSTA RESIDENTIAL STORM DRAIN CONT. PUD 12 07 2L~~•-; GLEN K. VAN PESKI _q/ffej,3 ENGINEERING MANAGER PE 41204 EXPIRES 3/31/15 DA OWN BY: •~ PROJECT NO, DRAWING NO. CHKD BY: Al::J <J'i("" RVWD BY:~ CT 12-05 477-9A I I I 2.98' LOT 27 SECTION A-A I 6' I SCALE: 1"=10' SCALE: 1"=10' RETAINING WALL H=9' MAX LOT 20 PAD 381.0 ;//> EXISTING GRADE SECTION C-C SCALE: 1"=10' AN/SH GRADE 1' BENCH PER PLAN EXISTING GRADE sft:11'7,AGE Yf:./1'.::,. W/40% VOIDS 2' BENCH PER PLAN NOTE: ALL RETAINING WALLS SHALL BE BWLT PER SHEET 12 & 13 DETAILS. I RETAINING WALL '!{/[ENCE HEIGHT VARIES 2 -3' LOT 30 PAD 379.8 0):'>))/)):'/)iy)/1//;.Y/2Y.>-':YA b PLANTING . " MIX . < ~ ' '.<'<A'<A":A A'-,A'\A". Sf\)/1\AGI! LA1ifll;W/40% VOIDS SECTION G-G SCALE: 1"=10' EXISTING GRADE ::;:~A;,;:_ D~,~38i':,~;2·2t,~~~~---,--:----------:==L~:_Ex1sT1NG GRADE /<"<, I /.,,)// RETA/tJ,ING WALL W/FENC H=3.9 MAX PLANTING!-~~ •, MIX ; 0 ' s:: :< , ,'-._ /. SECTION D-D SCALE: 1"=10' EXISTING GRADE EXISTING 2: 1 SLOPE SECTION E-E SCALE: 1"=10' H: \1100\1136.10\GP\1136.10GRA011 Wa/1.dwg 8/21/2013 4: 14:56 PM SECTION F-F SCALE: 1"=10' PR/VA TE ROADIPARKING 380.2 RN/SH GRADE (::<(('(("~"A"':;.<'<A'\ A" , , ·~ ~'.~;,~/:0; SECTION H-H SCALE: . 1"=10' J1,:;.i C / WALL PROFILE HS: 1"=40' VS: 1"-i"ID' 7+00 ,., I 381.06 .j(; / 0 G All~ . _.t~ X X ( 376.6) 378.3 I /_1 __ 1( 379.2) LATIT't:!DE 33 / PLANNING AND ENGINEERING 5355 IYIIRA SORRENTO PLACE, SUITE 650 SAN DIEGO, CA 921 21 TEL. 858,751,0633 FAX. 858.751.0634 I "'· /.. X -- I 380.71 376,67F 379.8 , I 381.'9 ' , 3/:l1J ' ; 380.8 • i ' 377.50TW ... ( 383.8 '}"' '! 80' 377 377.50 , ,.( 382.8) J__f;" I ~ ~ r---<:~;.:;;:._s;:-_'"~,1-~r~ ·-/ / IE2,~l)---,c (/~~'----z=,1VA-,I I 3611.1 r. ' " . ,,;;; , £ '" & ... - I ' . ' . I ' .. ' £h ADD CR0\5'·5'ECTI0N LOCATIONS ' '',a,t•e r•L...in1nr. ,.,,.J/ ,..,,..,.f;.,r Tl<:, /1\THIS SHEET REPO.CES SHEET 11 APPROVED ON 9/16/13 DATE INlllAL DATE INlllAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 9+00 ~ LATITUDE 3,3 0 20 40 80 120 ( IN FEET ) 1 inch = 40 ft. 1 i; ·, I ' \ ~-r. F ~UILT" : '1 I I r ~ ~ c:-10 -18' I I I le ~ ,v. oc.-zorB RCE '-'-1$.2. E)!P, DATE /) Ai/AYJ)1A !l--~ ~/1,-/ti INSPECTOR 7 [¥\TE uTI CITY OF CARLSBAD sH_Q-Ts 1 ENGINEERING DEPARTMENT 1,.._ ', ROUGH GRADING PLANS FOR: LA COSTA RESIDENTIAL WALL DETAILS PUD 12-07 . . ' . APPROVED~ ... -J. 7,/J,, 'lliL· GLEN K. VAN PESKI ,,~,,14 1 .. -....~ ~~ I ·1 ENGINEERING. MANAGER PE 41204 EXPIRES 3/31115 10/1!,'o toc= OWN BY: _ ~ : DATE INlllAL PROJECT NO. DRAWING NO. CHKD BY: CT 12 05 477-9A CITY APPROVAL RVWD BY: JK DESIGN CRITERlk ALLOWABLE SOIL BEARING ~ 2500 PSF PER LEIGHTON ASSOC REPORT ALLOWABLE LATERAL PASSIVE = 200 PCF. EQUIVALENT FLUID PRESSURE FOR LEVEL BACKFILL (NO SURCHARGE) ~ 40 PSF PER LEIGHTON REPORT. ___ LEVEL BACKFILL W/ NO SURCHARGE ~ . . -• 111'1111 I i------I #4 HORZ. CONT. @ 24" 0/C m . 2" CLR . 2-1/2" CL 8X16 CMU SOLID GROUTED W / SPCL. INSPECTION REQD. •c• BAR @ EDGE OF 8" CMU FULL HEIGHT (2) # 4 HORZ CONT @ 24" 0/C NOTE: PROVIDE LEVEL ONE SPECIAL INSPECTION PER CBC TABLE 1704.5.1 OF THE MASONRY STEM PRIOR TO GROUTING TO VERIFY GRADE, SIZE AND PROPER . u 'F' DOWELS @ EDGE 1~ ~ OF 8" OR 12" CMU 12X16 CMU SOLID Pl.A CEMENT OF REINFORCEMENT AND TO ENSURE THE GROUT SPACE IS THE PROPER SIZ.E WITHOUT OBSTRUCTION OTHER THAN NORMAL MORTAR FINS . 'A, 2'-0' J'-o' 4'-0" 5'-o' 6'-o" I I 'B, 2'-0' J'-o' 4'-o' s'-o" 4'-o' . - -. ,~ ~ a N ~ . 1' GROUTED W/ SPCL. INSPECTION REQO. 4" DIA. SOR 35 PERF PIPE W/ 1 CF. J/4" GRAVEL WRAPPED W/ MIRAFI 140N FILTER FABRIC -SLOPE TO DRAIN. WATERPROOF BACKSIDE OF WALL. 'H' BAR l . w +=~· _-=:-·--+-"'--.~-~ "-~ #4 HORZ CONT @ 12" O/C iOP AND BOTTOM AS SHOWN Q". __J u .I n " I RETAINING WALL PER SECTIONS F-F. I , & H-H 'c' 'D, 'E' 'F' DOWFL 'G, VFRT 'H, BAR N/A 1 '-6 J1 4,, #4©32" 0/C 33" 8" :J N/A N/A N/A 2'-0" 4,, #4©32" 0/C 45" 12":J N/A N/A N/A 2'-6" 9" #4@16" o/c s1" 15" J N/A #4©32" 0/C 12" 6"1 N/A 3'-0" 12" #4@16" 0/C j 69' N/A #4©/6" 0/C 15" 18" /8"1 2'-0' 3'-6" 18" #4©16" 0/C 33" 24"J #4©/6" 0/C 18" #4©/6" 0/C 24'1 LEVEL 1 SPECIALJNSPECTION PER TABLE 1704.5.1 FREQUENCY OF INSPECTION INSPECITON TASK CONTINUOUS PERIODIC DURING TASK DURING TASK , T' 6,, 9,, 12" 15" 18" L AS MASONRY CONSTRlfTION BEGINS, THE FOUOWING SHALL BE VARJRED TO ENSURE COMPLIANCE: RETAINING WALL NOTES: PROPORTIONS OF SITE-PREPARED MORTAR. CONSTRUC110N OF MORTAR JOINTS. 2. THE INSPECIION PROGRAM SHALL VAR!FY: SIZE AND LOCATION OF STRUCTURAL ELEMENTS. SPEC'D SIZE, GRADE AND 7YPE OF REINFORCEMENT. HOT OR COLD WEATHER CONSTRUCTION REQ'M. 3. PRIOR TO GROUTING, THE FOUOWING SHALL BE VERIFIED TO ENSURE COMPIANCE: GROUT SPACE IS CLEAN CONSTRUCTION OF MORTAR JOINTS 4. GROUT PLACEMENT SHALL BE VERIRED TO ENSURE COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENT PROVISIONS. 6. COMPLIANCE WITH THE APPROVED SUBMITTALS SHALL BE VERIFIED. X NOTE: PROVIDE LEVEL ONE SPECIAL INSPECTION PER CBC TABLE 1704.5.1 OF THE MASONRY STEM PRIOR TO GROUTING TO VERIFY GRADE, SIZE AND PROPER PLACEMENT OF REINFORCEMENT AND TO ENSURE THE GROUT SPACE IS THE PROPER SIZE NITHOUT OBSTRUCTION OTHER THAN NORMAL MORTAR FINS -SEE CHART. X X X X X X X X MATERIALS: CONTRETE: fc = 2500 PSI@ 28 DAYS. REINFORCTNG STEEL: ASTM A-615 GRADE 60. CONCRETE MASONRY UNITS: ASTM C 90 MORTAR: USE 08P 1YPE S PER ASTM C 270 GROUT: USE 2000 PSI@ 28 DAYS PER ASTM C 476. CEMENT.· PORTLAND CEMENT PER ASTM C-150 TYPE 11/V. GENERAL NOTES: 1. ALL MATERIALS, PRODUCTS, WORKMENSHIP, TES71NG AND INSPECTION SHALL COMPLY WITH THE 2010 CBC. 2. ALL FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL GROUND OR ON UNDISTURBED ENGINEERED FILL 3. WALL SHALL BE I.AID TRUE AND PLUMB, AND ALL CELLS SHAU BE GROUTED SOUD. 4, ALL SPUCES SHALL BE 48 BAR DIAMETERS. 5. AU VERTICAL AND HORIZONTAL BARS SHAil. BE TIED TOGETHER. 6. DO NOT USE HE4W COMPACTION EQUIPMENT ADJACENT TO THE WALL. THE CONTRACTOR SHAU BE RESPONSIBLE FOR ANY DAMAGES TO THE WALL RESULTING FROM INAPPROPRIATE COMPAfiON TECNJQUES AND EQUIPMENTS. 7. THE RETAINING WALLS SHALL NOT BE BACKFILLED UNTIL AT LEAST 14 DAYS -UNLESS PROPER SHORING IS PROVIDED. 8. WALLS SHOULD BE GROUTED AT 4' HEIGHT INTERVAJS. GROUTING SHOULD BE PERFORMED AS SOON AS POSSIBLE AFTER THE CONCRETE MASONRY UNITS ARE PLACED. 9. PROVIDE CONTROL JOINTS AT 40' O/C MAX 10. BUIWING DEPARTMENT INSPECTION SHALL BE OF THE FOLLOWING STEPS: 1st. FOUNDA71ON TRENCH WITH SECURED REINFORCTNG STEEL. 2nd. BLOCK WALL wrrH REINT-ORGNG STEEL BEFORE GROlfT. 3rd. MID-HEIGHT GROUTING FOR WALLS 01/ER 4' HIGH. 4th. GROUTED WALL AND DRAINAGE SYSTEM. 5th. BACKFILL AND FINAL. 11. OMIT HEAD JOINTS AT FIRST COURSE AT EVERY 32" O/C WITH 1 CU. FT. OF 31., "GRAVEL FOR WEEPHOLE WHEN THE WALL IS LESS THAN 3' HIGH. 12. PROVIDE 4" e SOR 35 PERFORATED PIPE WITH PERFORATIONS DOWN AT 1 % MIN. SLOPE WITH 1 CF. OF 3/4" GRAVEL WRAPPED WITH MIRAFI 140N FILTER FABRIC OR EQUAL. BACK DRAINAGE SYSTEM SHALL HAVE TEE CONNECTION AND NON- PERFORATED 2Q :a ounET PIPE AT EVERY 10' O/C THROUGH THE WALL AT 2 % SLOPE ABOVE THE FINISHED SURFACE C: \Users\TMALUS\Documents\AutoCAD ArchitectllrJ13af.pJ'd.(]JROfifJFIRl!!MN HOMES\la costa town center carlsbod\ACAD Grading Title Block structural 12 OF 14.dwg \ CONTROL JOINT \ I -------~ BLOCK WALL W/ RBNFORGNG PER DETAILS. #4 HORZ. CONT. @ TOP AS REQUIRED - V [....--PROVIDE 24" MIN. LAP AND MAINTAIN 3" ~ '-....... CLEAR FROM SOIL ~ r--, t-,----j-.,.-;-c:c--;;--.',;-7'"""":,-.,---,--':--1 ------'<-. D Q 1/ D D . Q . Q . Q 0 0 0 0 0 • Q . Q . . D . - Q 0 • ., • Cl I 000 • :o.olll 011_~~" :_. -~- 0 .~ Q : _-. • ,-~ ~w;==\ ~ I • 1~1 , 1~1 1 r'-, ·, . 111~.J ,,_ \_ NATURAL SOIL OR COMPACTED FILL 1'-0" #4 HORZ. CONT. @ BOTTOM -PROVIDE 24" MIN. lAP AND MAINTAIN 3" QE4R FROM SOIL FOOTING STEP DETAIL DESIGN NOTES PER THE 2010 CBC: fm = 1500 PSI W/ NO SPECIAL INSPECTION PER 1704.1 EXCEPTION 3 FOR GROUP U OCCUPANCIES FOR SITE WALLS. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90 & USE OBP "TYPES" MORTAR PER ASTM C 270. USE ASTM A615 GRADE 60 STEEL MIN. GROUT STRENGTH TO BE 2000 PSI MIN. PER ASTM C 476 . FOOTING CONCRETE: 2500 PSI MIN. @ 28 DAYS. USE TYPE II/V CEMENT. PROVIDE 3" MIN. CONCRETE REBAR COVER FOR ANY FOOTING CAST AGAINST NATURAL SOIL FOR RETAINING WALLS: USE NATIVE NON-EXPANSIVE BACKFILL PER SOILS ENGR. PROVIDE A ASTM C-33 3/4" GRAVEL SUBDRAIN AS SHOWN. WATERPROFF BACKFILL SIDE OF WALL W/ OBP "WATERSTOP" OR EQUAL. PROVIDE PROPER SHORING DURING CONSTRUCTION. WIND FORCES TO WALLS ::>ER CBC SECTION . 609 WIND FORCE CALCULA [ION l"OR BASIC 85 MPI I 3 SECOND GUST SPF:EJ EXPOSURE C CONDITION USING ASCF. 7 ·05 CHAPTER 6 WlND LOADS: USING SECTION 6.5.10 TO FIND IHE 3 SEC VELOCITY PRESSURC Qh. Qh= 0.00256 Kz Kzt Kd V I (6-15) WHERE: Kz---, .57 FOR EXP 3 AND Kz = 85 FOR EXP C rROM TABLE 6 3 K,.;t = 1.0 DEFAUU PER SF.CTION 5.5.7.2 Ktl = .85 FRCM "[ABLE 6.4 I ---, .87 rROM TABLE 6-1 rHEREFORE, FOR 85 MPH 3 SEC. WIN) GUST S?EED: Qh-~ (0.00256)(.85)(1.0)(.85)(85 2 )(.87) = 11.6 PSF --. - NOW USING SCCIION 6.5.14 ."OR SOLID FREFSTANDING WALLS: Fh = Qh G Cf Ao; (6-27) WHERE: G= .85 FROM 6.5.8.1 Cf = 1.40 PER FIGURE 6-20 USING cases A AND 8 1\VERAGE ASPECT RATIO (WALL LEI\GTII TO HIGTH) OF 2 NOTE; Cf RANGES FROIA 1,48 FOR A 5' WIDE RETURN WALL TO 1.3 FOR A 60' PANEL. SO USE AN AVF.RAGE Cf FACTOR OF 1.4 TI-IEREFORE, fh = (11.6 PSF)(.85)(1.4)As = 13.8 PSF. SEISMIC FORCES P[R 2010 CBC (ASCE 7 05 SECT. 15.4 1 b) FOR NONBUILDING STRUCTURES -FREE STANDING WALI_S A.\JD PILASTERS -P~OJECT SITE CLASS 0 -FUNDA.tENTA_ PERIOD T GREAfER fHAN 0.06 SEC CALCULATED USING S[CTION 12.8-7 AND IABLE 12.8-2 PER EON. 15.4-2 FOR NONBUILDING Sl'RUCTURES: Cs=[(0.80)(Si)/(R/I)] (W) WHERE I = 1.0 & Fa = 1.1 FROM TABLE r .4-1 & R = 3.0 FROM TABLE 15.4.2 S[ISMIC FORCC: FOR 1 SEC. PERIOD CONDITIONS Si FROM FIG.22 60 70 80 90 100 110 Cs~[(D.SD)(Sl)/(R/1 ]W22W .24W .25W .27W .30W .32W PROJFC I SFISMIC INFORMATION: Si -.70 SO Cs -0.24W ENGINEERING STAMP APPROVAL IS CONDI110NAL; REQUIRING USE OF ORCO MANUFACTURED CHU ON ALL ORCO WALL SY5TEM DESIGNS. REVlr~o BY: A ~ I ,...-; LV°'«liHIA, l!lr--.Jh It& INSPECTOR c I/ "V ! DA TE ORCO WALL SYSTEM 1-------------1--+-------------+--+--+------l------l I S1HE2ET I CITY OF CARLS BAD [sRTITsl4 ENGINEERING DEPARTMENT L1±J ~S;IT;;_E::C, :=A,;N~D=R::=E;;T;::A~IN;I:;::N:;;G~W:;::AL~L~S~TR~U:;::C~T~U~R:::AL==:P:;LA==.N~S.'::F~O=;R;:::::::= TIMOTHY S. MALLIS R.C.E. ORCO BLOCK NO. 31925 CO. 4510 RUTILE ST. RIVERSIDE, CA. 92509 PH. NO. (951) 685-1521 FAX NO (951) 685-4295 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION On-JER APPROVAL CITY APPROVAL LA COSTA RESIDENTIAL PUD 12-07 V12-02 M--)/_-, /4 -?'J!'}y:rn: GLEN K. ~A~, ,~7,~' ENGIN!'ERING MANAGCR PE 41204 EXPIRE'. 3/31115 ~ DWN BY: CHKD BY: \.rJ' RVWD BY: PROJCCT NO. CT12-05 I DRAWING NO. _ 477-9A DESIGN CR! TERIA: ALLOWABLE SOIL BEARING = 2500 PSF PER LEIGHTON ASSOC REPORT. ALLOWABLE LATERAL PASSIVE = 200 PCF, EQUIVALENT FLUID PRESSURE FOR LEVEL BACKFILL (NO SURCHARGE) ~ 40 PSF PER LEIGHTON REPORT. m 2" CLR ___ LEVEL BACKFfLL W/ NO SURCHARGE 1--1-I I I I ' ~--::t-r===~#~4~H~O=Riz~.~C=O:N~T-. @ 24" o/c BXl6 CMU SOLID GROUTED W/ SPCL. INSPECTION REQD. 'G' BAR @ EDGE OF 8" CMU FULL HEIGHT 2-1/2" CL (2) # 4 HORZ. CONT. @ 24" o/c NOTE: PROVIDE LEVEL ONE SPECIAL INSPECTION PER CBC TABLE 1704.5.1 OF THE MASONRY STEM PRIOR TO GROUTING TO VERIFY GRADE, SIZE AND PROPER ?LA.CEMENT OF REINFORCEMENT AND TO ENSURE THE GROUT SPACE IS THE PROPER SIZE WITHOUT OBSTRUCTION OTHER THAN NORMAL MORTAR FINS. 'A , 2'-0' 3'-o' ,, DJ J "' 20 MIL HPDE LINER W/2' LA YER OF SAND. CLASS 2 PERMEABLE BASE PER CAL TRANS SPEC. ISi O~te,1"~T'16,-y' .:S~GE t;/}'/'e'P 'F' DOWELS @ EDGE OF 8" OR 12" CMU 12X16 CMU SOLID L..--GROUTED W/ SPCL. INSPECTION REQD. 4" DIA. SOR 35 PERF PIPE W/ 1 CF: 3/4" GRAVEL WRAPPED W/ MJRAFI l40N FILTER FABRIC -SLOPE TO DRAIN. WATERPROOF BACKSIDE OF WALL. 'H' BAR #4 HORZ. CONT @ 12" O/C rDP AND BOTTOM AS SHOWN ,-------------------------~ RETAINING WALL PER SECTIONS A-A AND G-G 'B, 'c' 'o, 'E' 'F' DOWFL 'G, VERT 'H, BAR , T' 2'-0' N/A 1 '-9" 10" #4@32" 0/C 33" 8" J N/A N/A 6,, 3'-0' N/A 2'-6" #4@32" 0/C 45" #4@32" 0/C 7 5" 18" /2"J N/A 24"1 9,, 'A, 2'-0' 3'-0' " DESIGN CRITERlk ALLOWABLE SOIL BEARING = 2500 PSF PER LEIGHTON ASSOC REPORT. ALLOWABLE LATERAL PASSIVE ~ 200 PCF. EQUIVALENT FLUID PRESSURE FOR 2 ti 1 BACKFILL (NO SURCHARGE:) ~ 65 PSF PER LEIGH TON REPORT. QJ 2 TO 1 BACKFILL SURCHARGE -tH ,-~,, 2 11 11 ',J~SECT/ON B-B ' ' ~--#4 HORZ. CONT , @ 24" O/C BX16 CMU SOLID t-7-lr't~---"'-""-"/_."._____ GROUTED W/ SPCL. 2" CLR INSPECTION REQD. 2-1/2" CL 'G' BAR @ EDGE OF 8" CMU FULL HEIGHT NOTE: PROVIDE LEVEL ONE SPECIAL INSPECTION PER CBC TABLE 1704.5.1 OF THE MASONRY STEM PRIOR TO GROllTING TO VERIFY GRADE, SIZE AND PROPER PLACEMENT OF REINFORCEMENT AND TO ENSURE THE GROUT SPACE JS THE PROPER SIZE WITHOUT OBSTRUffiON OTHER THAN NORMAL MORTAR FINS. 4" DIA. SOR 35 PERF PIPE W/ 1 CF. 3/4" GRAVEL WRAPPED W/ MIRAFI 140N FILTER FABRIC -SLOPE TO DRAIN. WATERPROOF BACKSIDE OF WALL. DJ I I o N l " w 20 MIL HPDE LINER W/2 LA YER OF SAND. CLASS 2 PERMEABLE BASE PER CAL TRANS SPEC. ,I'------, D, ----~I' tS/O~tere-.1</ rlPA/ sro~GE £,1:/YIFR 'H' BAR #4 HORZ. CONc @ 12" 0/C TOP AND BOTTOM AS SH6WN I RETAINING WALL PER SECTIONS 8-8, & D-D I 'B, 'c, 'o, 'E' 'F' DOWEL 'c' VFRT 'H, BAR 2'-0' N/A 1!-61' 6" #4@32" 0/C 33" 3" J N/A N/A 3'-o' N/A 2'-01) 8" #4@32" 0/C 45" 12"J N/A N/A , T' 6,, 9,, 4 '-0' '4'-0' N/A 3'-3" 24" #4@76" 0/C 57" N/A #4@16" o/c 21" 12" 15" J 30"1 4'-0' , 4'-o' N/A 2 1-6 11 12" #4@76" 0/C 57" N/A #4@32" o/c 12" 12" 75" j 78' 5'-0' s'-o" N/A 4 1-0 11 33" #5@76" 0/C j 69' 21" 6'-o' '3'-0 1 3'-0' 4'-9" 39" #5@76" 0/C 45" 21"J 1'-0' '4'-o' 3'-0' 5 1-6)1 48" #5@8" 0/C 45" 3o"J LEVEL 1 SPECIAL INSPECTION PER TABLE 1704.5.1 FREQUENCY OF INSPECITON INSPEClJON TASK CONTINUOUS DURING TASK 1. AS MASONRY CONSTRUTION BEGINS, THE FOLLOWING SHALL BE VARIFIED TO ENSURE COMPLIANCE: PROPORTIONS OF SITE-PREPARED MORTAR. CONSTRUCTION OF MORTAR JOINTS. 2, THE INSPECTION PROGRAM SHALL VARIPf: SIZE AND LOGl ITON OF STRUCTURAL ELEMENTS. SPECD SIZE, GRADE AND TYPE OF REINFORCEMENT. HOT OR COLD WEATHER CONSTRUCTION f?.EQ'M. 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPIANCE: GROUT SPACE IS CTEAN CONSTRUCTION OF MORTAR JOINTS 4. GROlfT PLACEMENT SHALL BE VERIRED TO ENSURE COMPUANCE WITH CODE AND CONSTRUCTION X DOCUMENT PROVISIONS. 6. COMPLIANCE WITH THE APPROVED SUBMrrTALS SHALL BE VERIFIED. NOTE: PROVIDE LEVEL ONE SPECIAL INSPECTION PER CBC TABLE 1704.5.1 OF THE MASONRY STEM PRIOR TO GROUTING TO VERIFY GRADE, SIZE AND PROPER PLACEMENT OF REINFORCEMENT AND TO ENSURE THE GROUT SPACE IS THE PROPER SIZE WITHOUT OBSTRUCTION OTHER THAN NORMAL MORTAR FINS -SEE CHART. PERIODIC DURING TASK X X X X X X X X N/A #5@76" o/c 24" 18" 39"1 s'-o' 5'-0 11 #4@76" 0/C #5@76" o/c 30" 21" 45"1 6'-0' '4'-o' #4@76" 0/C #5@8" 0/C 36" 24" 54"1 1'-0' ' 4 '-0' RETAINING WALL NOTES: M4TERIALS: CONTRETE: fc = 2500 PSI@ 28 DAYS. REINFORCING STEEL: ASTM A-615 GRADE 60. CONCRETE MASONRY UNITS: A5TM C 90 MORTAR: USE OBP TYPES PER ASTM C 270 GROUT: USE 2000 PSI@ 28 DAYS PER ASTM C 476. CEMENT: PORTLAND CEMENT PER ASTM C-150 TYPE II/II. GENERAL NOTES: L ALL MATERIALS, PRODUCTS, WORKMENSHIP, TESTING AND INSPECTION SHALL COMPLY WITH THE 2010 CBC. 2, All FOOTINGS SHALL BE POURED ON UNDISTURBED NATURAL GROUND OR ON UNDISTURBED ENGINEERED FILL 3. WALL SHALL BE WD TRUE AND PLUMB, AND ALL CELLS SHALL BE GRO/fTED SOUD. 4, ALL SPLICES SHALL BE 48 BAR DIAMETERS. 5, ALL VERTIC4L AND HORIZONTAL BARS SHALL BE TIED TOGETHER. 6, DO NOT USE HEAVY COMPACTION EQUIPMENT ADJACENT TO THE WALL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGES TO THE WALL RESULTING FROM INAPPROPRIATE COMPACTION TECNIQUES AND EQUJPMENTS. 7. THE RETAINING WALLS SHALL NOT BE BACKFILLED UNTIL AT LEAST 14 DA Y5 • UNLESS PROPER SHORING IS PROVIDED. 8. WALLS SHOULD BE GROUTED AT 4' HEIGHT INTERVALS. GROUTING SHOUW BE PERFORMED AS SOON AS POSSIBLE AFTER THE CONCRETE MASONRY UNflS ARE PLACED. 9. PROVIDE CONTROL JOINTS AT 40' 0/C MAX 10. BUILDING DEPARTMENT INSPECTION SHALL BE OF THE FOLLOWING STEPS: 1st. FOUNDATION TRENCH WITH SECURED RBNFORaNG STEEL. 2nd. BLOCK WALL WITH REINFORQNG STEEL BEFORE GROUT. 3rd, MID-HHGHT GROUTING FOR WALLS' OVER 4' HIGH. 4th, GROUTED WALL AND DRAINAGE SYSTEM. 5th. BACKRLL AND FINAL 11. OMIT HEAD JOINTS AT FIRST COURSE AT EVERY 32" 0/C WITH 1 CU. FT. OF 3(1" GRAVEL FOR WEEPHOLE WHEN THE WALL IS LESS THAN 3' HIGH. 12, PROVIDE 4" iJ SOR 35 PERFORATED PIPE WITH PERFORATIONS DOWN AT 1 % MIN. SLOPE WITH 1 CF. OF 3/4" GRAVEL WRAPPED WITH MIRA FI 140N FILTER FABRIC OR EQUAL. BACK DRAINAGE SYSTEM SHALL HAVE TEE CONNECTION AND NON- PERFORATED 2" e OUTLET PIPE AT EVERY 10' 0/C THROUGH THE WALL AT 2 % SLOPE ABOVE THE FINISHED SURFACE C: \Users\ TMALLIS\Documents \AutoCAD ArchitectlK,6!3af-?J[JJ'dJJROFJiJF1REMN HOMES\la cos ta town center car/sbad\ACAD-Grading Title Block structural /3 OF 14.dwg N/A 3 1-0 11 2'-0' 3'-6" 3'-o' 4 '-3" D NATURAL SOIL OR COMPACTED RLL 16" #4@76" 0/C 69' 78"J N/A #4@76" o/c 15" 22'1 21" #4@76" 0/C 33" #4@76" 0/C #4@16" 0/C 18" 24"J 27'1 24" #4@8" 0/C 45" #4@76" 0/C #4@76" o/c 27" 24"J 30'1 ~-CONTROL JOINT D BLOCK WALL WI REINFORGNG PER DETAILS. #4 HORZ. CONT. @ TOP AS REQUIRED - PROVIDE 24" MIN. LAP AND MAINTAIN 3" CLEAR FROM SOIL 0 Q Q 9 Q D 0 D Q 1 '-0" Q , 0 , D ,' Q D • ") • C, I - #4 HORZ. CONT. @ BOTTOM -PROVIDE 24 MIN. LAP AND MAINTAIN J" CLEAR FROM SOIL FOOTING STEP DETAIL ORCO WALL SYSTEM TIMOTHY S. MALLIS R.C.E. NO. 31925 ORCO BLOCK CO. 4510 RU TILE ST. RIVERSIDE, CA. 92509 PH. NO. (951) 685-1521 FAX NO. (95,) 685-4295 ,, DATE INITIAL ENGINEER OF WORK 15" 18" 18" /1\ REVISION DESCRIPTION DESIGN NOTES PER THE 2010 CBC: fm = 1500 PSI W/ NO SPECIAL INSPECTION PER 1704.1 EXCEPTION 3 FOR GROUP U OCCUPANGES FOR SITE WALLS. CONCRETE BLOCK SHALL CONFORM TO ASTM C 90 & USE OBP "TYPES" MORTAR PER ASTM C 270. USE ASTM A61S GRADE 60 STEEL MIN. GROUT STRENGTH TO BE 2000 PSI MIN. PER ASTM C 476, FOOTING CONCRETE: 2500 PSI MIN. @ 28 DAYS. USE TYPE II/V CEMENT. PROVIDE 3" MIN, CONCRETE REBAR COVER FOR ANY FOOTING OIST AGAINST NATURAL SOIL. FOR RETAINING WALLS: USE NATIVE NON-EXPANSIVE BACKFILL PER SOILS ENGR. PROVIDE A ASTM C-33 3/4" GRAVEL SUBDRAIN AS SHOWN. WATERPROFF BACKFILL SIDE OF WALL WI OBP "WATERSTOP" OR EQUAL. PROVIDE PROPER SHORING DURING CONSTRUCTION, WII\ID FORCES TO WALLS PC:R CBC SECTION 1609 WIND FORC[ CALCULATION FOR BASIC 85 MPH 3 SECOND GUST SPEED EXPOSURE C CONDITION USING ASCE 7 ·05 CHAPTER 6 WIND LOADS: USING SECTlON 6.5.10 TO FIND THE --.'. SEC. VELOCI IY PRF.SSUR[ Qh. Oh= 0.00256 Kz Kzl Kd V I (6-15) WI-IER[: Kz -,57 FOR EXP B AND Kz = .85 FOR EXP C FROM TABLE 6.3 K~l = 1.0 DFFAL.;L T PFR SECTION 5.5.7.2 K~ = .85 FROM TABLE 6.4 I cc .87 FROM TABLF. 6-1 THEREFORE, FOR 85 MPH 3 SEC. 1/~ND GUSf SPEED: loh ~ (o.0025s)(.B5)(1.o)(.B5)(e_s 2 )(.B7) ~ 11.fesi] NOW USING Sf::CIION 6.5-14 FOR SOLID l'"R[ESTANDING WALLS: Fh = QI: G Cf As (6-27) WHERC:: G= .55 ,ROM 6.5.B.1 Cf= 1.40 PER FIGURE 6-20 USING cqses A AND B AVFRAGE ASPECT RATlO (WALL LENGTH TO HIGl"H) OF 2 NOIF.: Cf RANGES FROM 1.48 FOR A 5' WIDE RETURN WALL TO 1 . .3 FOR A 60' PANEL. SO USE AN AVERAGE Cf FACTOR o=-1.4 1 rHEREFORF., Fh = (71.6 PSr)(.85)(_1.4)As = 1.3.B __ ~~L- SEISMIC fORCES Ple\ 2010 CBC (ASCE 7-05 SECT 15.4.1b) FOR NONBJILDING STRUCTURES -FREE STANDING WALLS AND PILASTERS -PRO,l[Cf SIE CLASS D -FUNUAMENTAL ?::RIOD T GREATER THAN 0.06 SEC CALCULATED USING SECTION 12.8--7 /\ND TABLE 12,8-2 PER EQN. 15.4-2 FOR NONBUILDlr-;G STRUCTURFS: Cs=[(0.80)(si)/(R/1)] (w) WIIER[ I= 1.0 & fq = ",1 FRO~ TABLE ".1.4-1 & R = 3.0 FROM TA.BL": 15.4.2 SEISMIC FORCE FOR 1 SEC. PERIOD CONDITIO~IS -------- Si FROM FIG.22-60 70 80 90 100 11 ~ ---· ---·---·- CF[(0.80)(Si)/(R/ I ]W22W .24W .25W .27W .30W .32W ' PROJECT SEISMIC INFORvlATION: Si .70 SO Cs = 0.24W ~·1:, l \~l "AS BUILT" " -~ .... * Exp. 12-31-2014 * ~-~~~Q~ s/20/1" 41~,. C I V \ \.. of':+ ,T- e o,-CP-\.\1: Rcr3f~l.(" EXP. il-7?,1/iS I I DATE /""\ ,-., j I ENGINEERING STAMP APPROVAL IS CONDrTIONAL; )?,~/U, t S12t:f'ii REQUIRING USE OF ORCO MANUFACTURED CMU ON ALL ORCO WALL SYsreM DESIGNS. / IA.I~ . V o.>p 7DATE INSPECTOR ~ CITY OF CARLSBAD LW 3 ENGINEERING DEPARTMENT 4 SITE AND RETAINING WALL STRUCTURAL PLANS FOR: LA COSTA RESIDENTIAL PUD 12-07 V12-02 ./11,~)/7~/~D: GLEN K. VAN PESKI ~1,~.z-3 ENGl~EERING MANAGER PE 41204 FXPIRES 3/31115 -, DATf- OWN BY: T I PROJECT NO. I DATE INITIAL DATE INITIAL CHKD BY: <.,j/_ DRAWING NO, OTHER APPROVAL CITY APPROVAL RVWD BY: CT12-05 477-9A 6' HIGH WALL W/ 2' TO 5' RETAINING 85 MPH WIND 3 SEC. GUST@ EXP C • " $1 I ' ~ .::1 ~ ' ~ Q "' ~ ~ ' " " ~ ~< 4"X4"P051S~ •/.'q/C i\W', BY 07HEHS. 1/4' /llltl. 7FffF£RED GLASS OR PER Cl7Y SW,/50!/ND STUDY FOR R!':QO, THICXNESS. 2"1a• G1Lv= 01AIINB.. @'l'q,c W/ 16" lf."fT. I/'fTO 6"C!'l!JWALL~ W GJASS PANEL BY cm/ER!i. NOTE; PROVIOE #4 OOWEL & #4 OR.OP-IN Bz!R AT EACH SIOE OF COfflROl. JOINTS, £NOS OF WALLS AND @ WALL HEIGHT CHANGES ----ORC058160R66l6CMU GROIHEOONLY@VER.TSTEEl J, 50IL BEAi/ING PRE5iJII.£"' 2500 PSI' fQl)JVAilNT fl.WD PRESSUJIE"' 40 PSFPER LEIGHTON REPORT. 2. AlLOWABLE L4TERAl PASSlVE PIIEZURE ~ 2fJO P5F. .:1. GROUTSTREl-mli ~2IX)(}PSI,i 2lJ Ll\~ 4. REINFORCING S1ffl : GR4l:lE 60. 5. SEISMIC -1 SH:. AaElHIA1IOII ., 7Q%. 6. 150() PSI MASONR.r r:o/'IPReSSlON STN£NGffl. J, WNOl£TE IJWa( .5MU. CV/'/fORM 10 ISTM C 90. ORaJ 5TD, SLIJMPe:J fJl.OCKMAYf/£USW. Z, CONal£lE FOIi FOOTINGSHALJ..BE 1 PARTCE/llfNTTOZ-J/2 PARTS SANO TO:J-J/21',!RTSQIAVl:L WI1HA l'W(JMIJMOFJ-J./2 &W.0!1/5" OF WATER l"l5l Sia'.. PORTUWO ~ 9W.L CONFOIIM TO AS1M C !SV n'Ff! WV. Fi;;"; 2500 PS/ 3, RaJ'fFC/RaNG STEEi. SHAU. BE DEFOffHED AND CONfORM 70 A'Hl'I A 6.15 6™DE 6(). PR.OI/IDE48 J:IIIR D«MmR I.AP. 4. Ri:B4H $HA!.i. 1:11=(:fNTl:Hl:VlN tHE=rE&OCKCEJ.LIN WHIOi rr J'SLOO'.TED. 5. CONr:1IEre 8WCK SHAU. BE 1.1\)W 1N A RJ/NNIIW, BO/ID PATTEIIN WITH ,l'J11J~ COlfl1NlJffi" OF1HEC£llS UIIO. 6, ALL 81.0CX CELLS CONTAJNil'IG \'ER11c,\!. REa,t.R SHAI.J. BESOI.IO ~D. 7. USEOBP TYP(;SMOR.TARPROPORTJONW IJ51/'IGASTMCZ70. 1 PAKr QMBff TO J/2 PMT LIME TO 4-1/2 PM.TS LWfP, LOOSE ,.m. 8. fiROl.lT FOR CONalErE 81.0Q( TO BE J PARTC£Maff1Q 3 PARTS SAf/D (GROlff M'.Y OONTAJN 2 PA/I.TS~ PEA Glt4\1:1. IF WE-'11/-/ER CUNOmONS~ FAVORA8U' AND BliXX /JNOi3$l1/.ucrED CE1.J. SIZE IS 5IJFFlCI&fl' 10AI.LOW GOOD GR/Jiff Fl.OW). WATER SHALL BE NJDED 7D PRODUCE GOOD GROUT R,OW WITHOUT SE'G/lffil1110N OF TH£ CONSt11./E'NTS f'ER.A51M 476. 9. 81..0CKsrEl'f ~YBEWET-sEr H/2" I{ffl) T/1CFQOTif'/G Wltill: TffE C0NCNETE IS PlASTIC.. &()Q( !iTEM M4Y BE fl.AQ!} ro EITHER EJJGE OF THE TllENOf 7YPE ff)()TJNG. #4 VERT DROP-IN &'.R @ 32" 0/C 1,1---PROVIDE 2'!" !AP INT08XiJX15 CMU 10. FOOT1NGMl.!5rBEPOUREDONCIRINro UIW15TUll.ilED r.4 ruNAl. SO!l OR ON COMPACTfD FILL wml A MlNIMUM COl'ff'ACTPJN OF 5'l9£i, #6 STD 101/\fr REINFOR.CE/11:NT IT-----@24"0/C(3PtACES), IJ5E#5!iTD. FOR 51.IJMPfJf.OCK 11. FJP.Sr l!l5PECT10N 1V /JE /JFTER FOOT1NG 1MM:HES ARE Rl:ADrFOR CONalETEA!W ALL R£QUJR£D Sl7'a JS 1JW 111 PI.ACL SECDND INSPECTION ro SE WHEN THE R£QIJIRED 11:RIJOl!. ISIN PfACE AND THE Bt.OCX WAli. JS flEADY TO GROUT. • • IO" CONT #4 HORZ CONT:. @24"0/C LEVEi. BAC'KFII.L. USE NAT.1\1!: IMPORTED BACKFil.1. W/ E/<50 PER S()IJ.S' ElfGR. PROVDE 9Q% COMPl<.ffiON PER.ASrM D-J~. 12, MAXIMUM CONTROL JQl/ll' SPAaNG: 40" we OR llJ" WC If THE WALL IS 1DBESTUCCOCDATEO. WP!---~· DOWEL 2"UR. 12" DRAINST"AR SUB•ORAJN UP TO 00TH IN 12~0F FINISH GRAGE CONnNUOUS PER NER-~9. FOLLOW MFG'S INSTALI.AnONRECOMENDAnONS. PROV/OE 0/JTLET FI111NG AND "I" ¢ THROUGH NEW WALL @ 50' TNTERVAJ.S. WATERPROOF BACKSIDE OF WALL. #4 HD/.-~-CONT. @ 18" 0/C 'A' 'D' 'X' DOWEL J lwALL PER SECTION E-11 & 6 1-811 HIGH 16" SQ. PILASTER FOR 85 MPH 3 SEC. GUST@ EXP C DESIGN C!IIrEJIJA: Pr// 2013 CBC OPTIONAL CAP ---- 6X16 PI!.ASTER U • SOUD GROU1ED (4) µ. T DROP-IN BAR (4) #"I DO 'ELS W/ 24" MIN. EXTENSI, INTO CMU. J • r'-6" SQ. & 1 • .SOll lll:Ml/1/G PflESSIJRE"' 250(} PSI' EQUIVAI.EN( l'WfD PPEiSIJR£ ~ 40 PSI' PER LEIGl-frON //£PORT. 2. AU.Olt'ABl.E LA1'.m4l PAS5J\IE PRE5SURE = 200 PSF. 3. GROUTSTilEMiTI-I -lOOOPSJ @lB Ll\l'S. 4, REINFORCING STEEL : GRAiJE 6(}. !i. S£JSMIC -1 sa;: Aa:EIHIATIDN ~ 70%. 6. JSOO PS£ MASONm' COMPRESSION smElK!T1/. J. C0NCREE BLOCK SHAil. crJNR}RM TO /lSTM C 90. aRCO !flD, SI.UMPED 8i.OCK MA f BE IJSED. 2. CONalfTEFOII. fOOTINGSHALl BE 1 PAR.TCEMENT1Pl-1/2 PARTS ~f/D 70 3-1/2 PARTSGlt4.U WITH A MAXTMUMOF 1·1/2 GAJ.J.0NS OF WAJ"ER PER ~CIC PORT!.AND CEi'IENT 5HAi.L CONFORM 10 J'STM C 150 TYPE" lJ/V. Ft;~ 2500 PSI 3. REINFORC!NG SrEEI. SXa!l1. BE DEfORMED A1'ID CONFORM 10 A.TM A 615 GJIAllE 6Q. PROVIDE 48 3'IR DIAMETER IAP. 4. -51-iAll. Bi; O:fffl:1/EV IN THff CONQI.ETE BLOCK U/1. IN WHICH IT IS UXA TED. !i. CONCRHcBI.OCK SHAU BEIAYEDINA RJJNNINGBOND PATTERN W11H VERITOII. COM7ffllHTY OF THECELS Ul'/0, 6, All &OCK CEUS COlffAJNING 115'17TCAL RE&!R. SHAl.L /JE SOUD """""· 7, USE 0BP TYPE 5 "10/ITAR Pl<Oi'OII.TJONE[) IJSl!IG ASTM C 27(), i PART CEMENT" 10 1/2 PAAT uMi, TO +1/2 PAR.TS l:ld.MP, LOOSe ,..w. 8. GRO/ff FOR. CONr;R£lF 81..0Q( TO BE 1 Pl<flf r;EMENr 10 3 PllJI.TSSl<ND((Jl(f)IJTMAYWHTAINZ PARTS 3/8" PEI< tiMVR IF WEAmER 0:JNDTTIONS ARE FAVC!KAlllE A/iD BT.OCK UNOBSTRIJC1ED WL SIZE IS SUFFir:rElffTO ALLOW GOQO GROIIT" R.01¥,l. WATER 5HA1.L fJE ADDED 1V PRODUCE GOOD GROUT FLOW 'NITHOIH SE.fiR.E(i/{TIOfl OF 77-fl: CO/VSJTIJEtmi PER "5fM "175. 9. 8lJXI( STEMt,t,1rBE WET-Ser H/2" 1/'flO THE FOOT1/I/Gl1ffll.E mEWl'/CRETF ISPiASTTC. &OCl(STEMMAYBI! Pf.ACED ro EITHER EIXi£ OF IBE TRENCH 7YPE FOOTING. 10. FOOTING Musr BE POUR.ff) ON OR INTO UNDISTURBED NATIJRl<l SOIL OR ON CUIIPArnD FILL W11H A Mlfl!MUM COl'ff'AC710NOF90'Jf,, fl, FIR.Sf lNSPECTlON TO BE AFTER FOOTING TRENa-lE5 ARE IU:40( FOfl. CONCflEE MD /<LL REQUJl<ED STEEL IS nED IN PIACE, 'iECOHI) INSPECTION TO BE WHEN THE REQUIRED ~ JS lN Pl.ACE f<r{D TlfE BlfXX WALL JS FIFADY TO GRJJVr. 12. MAXIMU/11 CTJfllROI. JO/(l{T SPAQII/G; 40' qrc OR 20' qrc If THE WAU I5TO BE5TI.ICCO r:a4TED. 16816 PILASTER mu -SOUD GRO/JT1:D • • #4 HORZ CONT. FROM II.TEW WALl RUN THROUGH Pll.ASTER FOOTlf'IG. 7' TO DAYLIGHT I PILASTER PER SECTION E-31 6' HIGH WALL W/ 2' RETAINING FOR 85 MPH WIND 3 SEC. GUST@ EXP C DII5llil'I t.JIDBWI: Pl:R JrJJO CBC I 0 ' • ~ ~ l1 b ~ _, 0 le ~ ~ • I -~ ,,, }~ '• " • ~ 0 iil • 4"X4" POSTS@ 4' cyc Miw. BY OTHERS. 1/4" "'111. TEMPERED = CIR PER QTY S'TD.fSOl)ND STUDY FOR REQD. mit:mESS. 2"Xi" G«VAN.IZED OfANNEL @-I' WC WI 15" EXT. INTO 6' CMl1 WALL CONNfcrI0/1 TO GlAS5' PANEL BY OTHERS. NOTE: PROVIDE #4 DOWEL & #-I DROP-IN BAR AT EACH SIDE OF crJNrROL JOINTS, ENOS OF WALLS AND@ WALL HEIGHT Q1ANGES 2-#1 HOffZ. o:JNT. --ORCO fS816 OR 6616 CMU GROUTED ONLY@ VERTSTEEJ. #"I 'iERT DROP-IN BM. @32" 0/C PROVIDE 24" LAP INTO 8XllX16 CMIJ #6 STD JOINT REINFORCEMENT @24" 0/C(J Pl.ACES). USE #5 STD. FOR SI.Uf'IP&OCK #4 HORZ COf'fT. @24"0/C LEVEL Bl<CKFIIL USE NATIVE 1--,.-.__ IMPORW MCX1'11.1. W/ E1<50PEI/ SOJLSENGR, PRO't!JE 90% COMPAcnON PER A57M lH557. l. SOIL B£A/IJNG Pf/ESSUR£ ~ 2!i(}() PSF EQUIVAi.fNT FWJD PRESSURE~ 40 PSF PER LEIGHTON fi£PCJKr. 2. Al.LOWABi'.E LATBW. PASSNE ffll3S<JR.£"' 2IXJ PSF . 3. Gl?.OIHSTf/Ef-Klm •2fJ(}(}PSI'lf/ 28 rnl'.5'. 4. /IE.l'/l'OijQNGSJfrl. ,Gi<AOE«J. S. 5EL5MJC • 1 Sff: ACalfflATJON ~ 7!1%. 5. 151}() PSI MASONR.rCOMPMS5ION !ifR£NGTI/, NOTES: 1. CONCRErE 81.00(5HAI.L CONroRM 1DASTMC90, ORCfJSTD, SW/'fPED 8UXXM4YBEl.!5a/; 2, CONCRETE FOR f001JNG5HAI.L BE 1 P1'Kr~filffro2-1/2 PARTS SANO T03-1/2 PNITSGAAVEL WilHA MAXIMUM OF 1-J/2 GAJJJJNSOFWATER PER S4tX POfl.Tl4NDaMENTSHA/.L C0NRJRM ro AS7M C 150 TrPE WV. Fe"' 2500 PSI 3, ffW'lro«CING ~l 91AI.L ~ t:JB'ORMrD IWD CONfOflf'1 ro !!Sm A 615 Gl?.4Dt: 61:1'. PROV1D£ 48 BAR DlAJ,fEml l;',p, 'I. R1'1lAJI. SHAU BEcrN/FREDIN THECONGIETE&or:xCElL Ill WHIOI ITISLOO\TFD, 5. CrJNCRETE&OCXSHALL SE!;',YE!)J/fAI/UNIIIl'IGIJUNO PATTERN WIT1i ~~L OJNTIMJITr OF THE (BJ.S UNO, 6. ALL &00( IB15 rx.wrAJffIIIG Yfll.JICAL 1/UJAR SffAl.1. 8E S0WJ GROLJ(W. 7. USEOBPn"Fl"SMORT.M.PROl'OfU10NfDIJSINGASTMC27fl 1 PAH.raMENr 101/2 PAHi LJME 104-1/2 PARTS DAMP, W05£ -. 8. GROUT FOIi. Cl'JNQ?£TE BLOCK TO BE 1 PART (EM£Nr TO 3 PARTS SANO (GROI.IT M4Y CONTAIN 2114/lTS 3/$" P&\ "11A\'E!. If W!'Allfl:R CONDmor;s /<RI; FAVrJ//ABLE l</rD BLOCK !/liQBSIR.IJCTBJ CELL SIZE IS SUFFJaENT TO Al.LOW GOOD GRWr fl.OW}, WATBI SffiLL BE ADDED ro PRODUCE GOOD GROIH now W1Th'OUT SEGREG;O,TTO..' 'THE awsmJEf{fS PER ASTM 176. 9. BLOCK STEM M-lr BEWfl"-SU l·t/2" lNTD Tl1E FOOTlNG WHII.E 1HE CONCJIE{I; 15 PIAS7lC. 81.JXJ( STEM M4Y BE PLAa:11 TO EITHER EDGE OF T1iE T11ENOI Tfl'!: f"0011NG. JQ. FOOTING M/JST BE POIJ//EO ON OR: 1/'flO C/NDISWRBEV rot7tll«l SOil a<! ON CDMPACTro FILL WIT1i A MJl'llMIJM a:JMPACT!ON OF >l'.1'16. 11. FIRST INSPECTTON ro f!E l<FTER FOUT!NG 7f/ENa/E5 ARE 1/E,/<DY FOR CDNQ?fllI NID ALL R£QUJR£D !i1EE. IS TIED fN Pl.ACE. S€CTJND INSPECTJON JV BE WHEN THEREQUillB) '137110IL JS 1/'/ PUCE AND THE 81..0Q( WALL IS READY JV Gf/.DUr. 12. M/,XI/<flJH CTJNTIWl JOI/IT 5P,4QM'.i• 'IO' cyi:"OR. 2JJ' (1/C !f THI, WALL JS T08£sntero~TFD. 'X'DOWEL 2"UR. 12" ORAJNST"AR SUB-DRAIN UP 1V WITH IN 12"0F FlNISH GRADE CONTINUOIJS PER IVER-5159, FOllOW MFG'S INSTALJAITONRECOME!VOATIOIVS. PROVIDE WllET F11T1NG AND 4" I THROUGH NEW WAlL @ 50' IWERVAI.S. WATERPROOF BACKSJOE OF WALL. #4 HORZ. CO/YT. @ 18" 0/C 'A' 'o''X' DOWEL k 30" I '1 CONT ,( WALL PER SECTfON E-2 @ rock outcropping 6'-0" HIGH 16" SQ. RETAINING PILASTER FOR 85 MPH 3 SEC. GUST@ EXP C DESIG/f (1117ERIA: P£H. ZfJIJ CBC l, SOIL BfAl/lNG Pf/ESSUR.£ = 2500 P5F EQUNAllNT R.IJID Pf?£SSllRE • 40 P5F PER l.EIGHTON REPOf/.1: OPTTONAl CAP ------ 16X16 PILASTER Ct.lU SOLID GROUTED (4) 14 ' c:, I "' (4) •x· D EXTENSI T DROP-IN BAR 16816 PILASTER CMU -SOLID GROUTED • • (4) fl4-\1£R1TCAL -AS SHOWN 2. AUOWAlllE lATBW. PASSM PI/E5SUI/E ~ 200 PSF. J. GI/Ol.frSTl/£NGTH -2{}(X}PSfdP 2B!l\l'S. 4, 1/Ell'/fOF/D/fG STFEl. : GRADE 50. 5. 5EfSMJC-15ECAUE..ERAT10ll~l!l11i. 6. 15{}()PSJ ™5/JNR.rCXJf,IPRESS!ONSrTIB/GfH. MJT/iS: 1, CONOlJ:ll: Bl.OD( !i1iW. WNfO/IM rDASl/11 C 00. OtlaJ 5!1). SLUMPED BUXX~YBEIJSED. 2, ~ fQR FOOTING Sl1ALL B£ 1 PA/1.T CEMB/1" fCJ :J-1/2 Pllil.TS!Wltl TOJ·J/2 PAJU5 GAAV<i W1111A l'IM[MU/'10F 1·!/l GAI.LOl/50F WA1!1i FER 54QC. POII.TZMD CEMENr .sn-1!.L cr:JN1'0RM TO~ C 151) m'E .zw. R; ~ 2SIJ(J PSI J, R.J;f/fFQfl.CING STl;EL SffiLL IJE DEFORMED AND CONFORM ro ll5[M A liI!i GRl<Df 5Q. PRO'fll)£ 4{f ~ Il1AMEIER tAP, 4. Rffil,RSHAL/.. !JE=EDIN THi;COI/Oll;Tl';Bl.OO(au. m WHICH rr JS LOCA'fED. 5. CV/"ICRBEIJLOO(SHALL fJELAYRl ll/A RllNN!NG 80/ll) PATTERN Wim \'El?IJO!l. cvrflI/WITYOF THE CEll..S UNO. 5, AU IJWCK au5 com-AJMtrG ~1TC1l RBJAR SHAil BE SOI.JD """"" 7, I.JY<! 08P TYPES MDRrM PIWPORTJONff) IJSJNG AST/-/ C 27(}. 1 PART CE/-1£/'fl" m J/l lWI.T UM£ TO+J/2 PAKTS IJJWP, LOOSE -· 8. GRO</T RJR COtiOIETE BUXXTOBE I PARTCEM£NTT03 PAf/TSSN([) (GROl.ff l't'1YC0NrAIN 2 PM.TS J/B" PEA GAAYE!. If WEATHER. CO,,DITJONS A/IE FA~/JIE MD 8UXX UfflJ8STRIICTED C£1.1. = JS SIJFfKlEl'ff"/0 AU.OW GOOD GROIJT fWHI). WATER 5l-£olLL M NJDED TO P/1.00UCE G!X'D G//0/ff fl.OW WITHOIJT SEGREGA/JON Of lHE WNSITUENf5 PER AST/If '176. <!. BLOClr!iTE/IIMAYSE WEr·SEr 1•1/2" !lflO THEFOOnNt;WHJl.E IH£ CONCJIEJl'c JS Pl.AS/JC. IJJ.IXX STE/11 /eMY BE Pl.ACED m EirH£R. EOO£ OF THE mDiCff Tl1'E fOO/lNG. WELS W/ 24" MIN. INTO CMU.J LBaMCKFJLl. USE !"4CM\ 'i*+----1 IMPORTED MCimU W/ Y CLR. -la ffJOTll'/G Musr iJe POURED OM a<! INro UNDl!mfflI)ff) MWRAL SOIL OR ON Wl'/PACTED F1U. WITH A 1-/[MHIJM al'!Pl<CTIONOF91'.196. EI<:SO PER SOilS ENGR. ~ PROVDESO%awp-AcrON ' PERl<Srn0.1S!J. "' ~I II I I i' II :;; :;; lo ,_ ii! , ~ . ,"< • .s:i .ll. fJRSr INSPECfIOfl TOBEAHERFOOTJNGTRENCHESARE .WWY fQR CONCIIETE /WI) Ail REQIJJRID STEEL IS TIED II'/ PLACE 5ECTJND INSPEcrrof/ TO IJE WHEN THE ltEQ{JIRl!D ~ IS IN P!Aa' AND 'THE Bl..OCX WAIL IS 1/E,/<DYW GRO/.Jr, 12. /\fAXIMUM CONTROi. JOJ/'fl" SPAQNG: 40' O;t' OR 20' 0/C If TffE WALLIS TO BeSTIIUVal>ITff!. 12" D/1.AJNSrAR SUB-DffA./N UP TO WITH 1N 12" OF RNlSH Gf/ADE WNTJNUOIJS PER l'IER-569, FOLJ.OW MFG'S INSTAUATIONREWMENDATIONS. PROV/OE OlfTI.ET FITTING MD 4" I THROUGH NEW WAU @ 50' INTERVALS. WATERPROOF EJACKSiiJE OF WAU, •'"'11--+----#4 HORZ CONT. FROM VIEW WALL RUN THROUGH PILASTER FOOTING. 'A' 'D"X' DOWEL • 7' TO QA 'tLIGHT l'-6" SQ. IPILAS7ER PER SECTION E-41 C: \Users\ TMALLIS\Documen Is \AuioCAD Architectul-,413~'5..l/!EOfiflffRl"IJN HOMES\lo costo town cen /er cor/sbod\ACAD-Grading Title Block structural 14 OF 14 R[V2, dwg • ~I ~Q -J ~~ - -a · ·OR.CO 2'-0" TO 4'-0" RETAINING NUTE: PROVIDE #4 DOWEL & #4DROP..IN B4RATEAOf SIDE OF CO/VTR.OL JOINTS, ENDSOFWALJ.SAND@WAU H£IGl"fTCHANGES #4 HORZ CVIIT. @ 24" 0/C. Z TO 1 BACKFILL USE NATIVE fllfPOR.W BACXFIU. W/EI<50PER SO!LSEJ;GJI., Pf{Q\,Df'<;rJ'lf, COMPACTION PERASTMD-15:il, --111:..-: =Ill I II: -;;:--\'.:' DOWEL (rl EDGE OFB"GIU p 'W< DESIGN GIITER.'A: PER 2010 CBC 1. !i0ll !1EAAJNG PRESS/Ji/E ~ 25()() P$F EQUIVALENT' Fi.I.RD PRES5IJRE = 55 PSF PER LE!GffTON REPUII.T. 2. AllOWABI..E LATERAL PASSlVE PRESSURE"' 200 PSF. 3. GR/JI.fr smffllm-l ,. 2()(}(1 PS1@ 21J DAYS. 4. R£INFORONG STEEi : GIIADE 50, 5, SEiSMIC -1 S£C K.ruERAnoN ~ 70%. 6. J500PS/ MASONRY COMPRESSION !iTJ/£NGfH. =· I, CONCRETE BLOCK 5™U. CONFORM TO ASrM C 90. ooro !ilD. PRECI5ION BL(!Q( 144 r BE /JSED, 2. mNa?erEFOR fQOTING SHML BE 1 PARTCEMENT702-1/2 "PARTS Sl<tw TOJ-1/2 PA!TT$GRAffi WITH A MAXIMUM OF H/2 GALJ.ONS OF WATER PEil sqo,:_ PORTIAND CEM£/fl' SHAU. CONFORM TO ASTM C 150 TYPE JJjV. Fr: = ZSDU PST 3. RBNFORCl/'IG STEEJ. 5Mt.L BE DEfORM£D MD CONFORM TO A5TM A 615 GRADE 60. PRUV'JVE 48 BIIR DfAMl!TER LAP. 4. REBAR SffAl1. BE CZNTEllW IN THE C'ONCflErE BI.OC,,, C£/..l IN WH!Of IT JS I.DCA{EI). 5, CONCRETEBLOCKSHALJ. BEIAYBJINI< RIJNr,IING BQND PATTERN WITH VERTICAi.. COlffIIWIIY OF Tl1E C£li.S UNO. 6. ALL BLOCX CEI.I.S CONTA!N!NG VER71G4l l/EBIIR SHALL BE SOI.ID GRO/HW, 7. U.5c 08P TYPES MORTA/I. PROPORTIONED USING ASr/11 C 270. 1 PART CEME/fT TO 1j2 PART U/IIE TO 4-1/2 PM15 O<IMP, l.005£ """· 8. GROUT ffJRCO/iCREfEBLOCKTO BE .l PA/IT C£MENT ro3 PARTS 5'\NO (GI/OUT MAY CONTAIN 2 ~ $18" PEIi GAAVfl IF WE<\THER CONDITIONS AR£ FA~BIE NW BI.IXX UNOBSTlWCTED CBI. SfZE IS SUFFICLEHr TO ALLOW GOOD GRrXlr FlOW). WATER SHALL BE ADOfD TO Pfl.Of)IJ(E GOOD GROUT fl.OW WITHOUT SEGREGAITON OF THE IXJNSlfUENTS PER A5rM 476. 9, BLOCK~...N M-IY BE WIT-5ET1-1J2" INTO THE FOOTING WHTIE THE CONCRETE IS PIPSTIC. BLOCK STEM ~y BE PlACBJ TO Elll1EI/ evGE OF THE TRENCH TYPE FOOTIIVG. WIND r"ORCES TO W/\LLS PER CBC SECTION 1609 WlND FORCE CALCULATION FOR BASIC 85 MPH 3 SECOND GUST SPEED EXPOSURE C CONOITIOr'I USING ASCE 7-05 CHAPTER 6 WIND LOADS: USING SECTIO:'J 6.5.10 TO FIND l'HE 3 SEC. VELOCITY PRESSURE Qh. Qh= 0.00256 Kz Kzt Kd V I (6-15) WHERE: Kz = .57 FOR F.XP 8 AND Kz = .85 FOR EXP C FR0\'1 TA3LE 6.3 K~t = 1.0 DEFAULT P~R SECTION 5.5.7.2 Kt = .85 FROM TABL~. 6.4 I = .87 FROM TABLE 6-1 THEREFORE, r'"OR 85 MPl·I .3 SEC. WIND GUST SP[ED: ph--= (o.00256)(.85)(1.0)(.85)(85 2 )(.87~ __ = 11.6 PSF NOW USING SECTION 6.5.14 FOR SOLID FREESTANDING WALLS: Fh = Qh G Cf As (6-27) WHl""RE: G= .85 FROM 6.5.8.1 -Cf = 1.40 PER FIGURE 6-20 USING coses A AND 8 AVERAGE ASPECT R/\110 (WA:_L LENGTH TO IHGTH) OF 2 NOTE: CF RANGES FROM 1,48 FOR A 5' WIDE' R~TURN WA!_L ro 1..3 FOR A 60' PANEL. SO USE AN AVERAGE Cf FACTOR OF 1.4 THEREFORE, Fh ~ (11.6 PSF)(.85)(1.4)As 13.8 PSF. J ~5 • li • • I- 12" DP.AlNSTAR.SlJB-ORAIN UP m WITH 1N 12° OF FINISH GRADE aJNTINUOIJS PER NER-569. FOLJ.DW MR;'S lNSTAllA T10NRECOMENDA ITONS. PROVlDE 111. FOOTING M/Jsr BE f'()UR£V OIi OR INTD UI/OrsnJRJJED NA TUI/AL !DIL OR ON WMPACIED FJU Wm! A MINIMUM COMPAlTION OF 90%. SEISMIC FORCFS PER 2010 CBC (ASCE 7~05 SECT. 15.4.1b) " ' . ~ ' ~ ' .I' ' ' p 1-1 p 1- 0/.Jn.ET FITTING AND 4" ~ IBROUGH NEW WAll @ 50 Il'lTERVAIS. WA1FRP1?:00F BACKSIDE OF WALL 11. FIR5TJNSPECIION TOBE AHf/1. FOOTUIG /RENCffESAM I/.E,IDY f'OR CONO/£/E A{l//J All. RfQiJ/R.£D SfcEl IS f/El} IN PLACE. SECOND 1/V!iPtC/JON (0 BE WHEN THE R.£QIJ1R£D IIEJITIO!l 15 IN Plk:E ANO THE BLOCK WALL IS Re4DYTO G/1.0iJT. ,,_II ~ 'D'!WR 12, Ml<XIMUM CONTROLJOl/'ff !iPAC/J'/G: 40' WC OR 20' 0/C IF Tl1E WALL IS 10 BE snKXD CClUl:D. . ,µ3"Cl.R. TYP. . ,,, 12" #4 HORZ. CONT. @ 12" 0/C ,,_ JOPIWD/JOJ'/OMAS FOR NONBUILDING STRUCTURES FREE STANDING WALLS AND PILASTERS PROJECT SITE CLASS D f'"UNDA~.EN rAL PERIOD T GRCATER THAN 0.06 SFC CALCULATED USING SECTION 12.8~7 AND TABLE 12.8-2 PER EQN 15 4-2 FOR NONBUILDING STRUCTURES CF[(O 80)(Si)/(R/IJ] (W) WHERE I = 1 O & Fa "1 FRO~ 1/\BLE 11 4-1 & R = 3 0 FROM TA3LE 15 4.2 SEISMIC FORCE FOR 1 s:=:c. PERIOD CO~IDITIO,~S Si FROM FIG.22-60 7J 80 90 ' 100 11 0 -· ---·• Csa [ (0.SO)(Si) /( R/1 ]W22W .24W .25W .27W I ,30W .32W 'A' 'B, 'c' DOWEL 'o, BAR 'K' #4@32~ 0/C 33" U@Jr 0/C 2 7" PROJECT SEISMIC INFORMATION: Si .7C1 SO Cs 0.24W 2·-0· 2'-9' 12" L ,·,-- s'-o' 3'-6' #4@16n 0/C 45" ,2{'.' l¥4@16n 0/C 6 ,T .. ='.724 .. 4'-0' 4'-6' #4@16~ 0/C 57" ,2 .. 1'.'.: '5@16n 0/C .,..., 6"'7JJ" I WALL PER SFCT/ON c-c I & LEVEL 1 SPECIAL INSPECTION PER TABLE 1704.5.1 FREQUENCY OF INSPECTION INSPECTION TASK CONTINUOUS PERIODIC DURING TASK DURING TASK 1. AS MASONRY CONS1RUTION BEGINS, THE FOLLOWING SHAJ.L BE VARIRED TO ENSURE COMPUANCE: PROPORTIONS OF SITE-PREPARED MORTAR. CONSTRUC1WN OF MORTAR JOINTS. 2. THE INSPECTION PROGRAM SHAU VARlFY: SIZE AND L00-1110N OF STRUCTURAL ELEMENTS. SPEC'D SJZ~ GRADE AND TYPE OF REINFORCEMENT. HOT OR COLD WEATHER CONSTRUCTION REQ'M. 3. PRIOR TO GROUTING, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPIANCE: GROUT SPACE IS CLEAN CONSTRLJcnON OF MORTAR JOINTS 4. GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENT PROVISIONS. rS. COMPLIANCE WITH THE APPROVED SUBMrrTALS SHALL BE VERIFIED. X NOTE: PROVIDE LEI/EL ONE SPECIAL INSPECTION PER CBC T."•! E 1704.5.1 OF THE MASONRY STEM PRIOR TO GROUTING TO VERIFY GRADE, SIZE AND PROPER PLACEMENT OF REINFORCEMENT AND TO ENSURE THE GROUT SPACE IS THE PROPER SIZE WITHOUT OBSTRUCTION OTHER THAN NORMAL MORTAR FINS -SEE CHART. ORCO WALL SYSTEM TIMOTHY S. MALLIS R.C.E. NO . .31925 ORCO BLOCK CO. 4510 RUTILE ST. RIVERSIDE, CA. 92509 X X X X X X X X PH. NO. (951) 685-1521 FAX NO. (951) 685-4295 1/30/14 DATE 10" 18" 27" TSM INITIAL ENGINEER OF WORK -, _ .~o,fESSI~ ~ .. ~,~·r' $ ... . 'f_ ,:/ t 11 f}, v ,;(~·,; 1 = I-C319Z/ Cl) : * E1i1P, 12-31-2014 * "~, ()IV\ 1.,~,,. l" OF C1'\. \'1' I/,. ADDED PILASTER DETAIL, REVISED SECTION E E AND THIS SHEET REPLACES SHEET 14 APPROVEQ 9/16/2013 REVISION DESCRIPTION ~--CONTROL JOINT 0 _. Q • Q 0 NAT/JP.AL SOIL OR COMPACTED FILL 0 ' Q 0 0 Q Q 0 0 Q _. Q 0 Q Q Q 0 0 0 0 3• 0 Q Q 0 BLOCK WALL W/ REINFORCTNG PER DETAILS. #4 HORZ. CONT. @ TOP AS REQUIRE..J - PROVIDE 24~ MIN. LAP AND MAINTAIN 31' CLEAR FROM SOIL. #4 h~1RZ. CONT. @BOTTOM-PROVIDE 24~ MIN. WAND MAINTAIN 3~ a.EAR PROM SOil. FOOTING STEP DETAIL "AS BU IL T" ~s:-~ s-/,.,Ji r RCE Jl'il £' ~/'Ji/ {8 t t DATE /') : ' _;c5~w£JLr;\J U\ 1/~ 92J10 ENGINEEIUNG STAMP APPROVAL ZS CONDITIONAL; RE(/U1RING USE OF OR.CO MANUFACl'UREO CMU ON ALL o,u;o WALL SYSTEM DESIGNS. INSPECTOR 7 DATE uTI CITY OF' CARLSBAD I SiE4S I 4 ENGINEERING DEPARTMENT SITE AND RETAINING WALL STRUCTURAL PLANS FOR: LA COSTA RESIDENTIAL PUD 12-07 V12-02 IL I ~ _,.f'P~ROVED: GLEN K.,.~N 1TIKI t• ~-ENr.TNFIRING MANAGER PE 41 '.204 EXPIRES 3/31/15 ' D E I • OWN BY: . PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: (N.., CT12-05 477-9A OTHER APPROVAL CITY APPROVAL RVWD BY: ---- I \