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HomeMy WebLinkAboutDWG 409-4C; CT 01-09; LA COSTA TOWN SQUARE COMMERCIAL; 01-59GRADING NOTES (IN ADDITION TO TH£ R£0UIR£M£NTS OF CHAPTER 15.16 OF TH£ CARLSBAD MUNICIPAL COD£.) I. THIS PLAN SUPERSEDES ALL OTHER PLANS PRE VI OU SL Y APPROVED BY THE Cl TY OF CARLSBAD REGI/RDING GRADING SHOWN ON THIS SET OF PLANS. 2 APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TH£ CARLSBAD MUNICIPAL COO£, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MA Y PER TA!N TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHAZL REVIS£ THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF-WORK FROM RESPONSIBILITY FOR TH£ CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. ALL PLAN REVISIONS Sf/ALL 8£ PROMPTl Y SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENGINEER WILL BE REOU!RED 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 8£ FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ P£RMITT££:i POLICY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. TH£ INSURANCE COMPANY WRITING TH£ POLICY MUST HA VE A RA TING OF ''.4-" OR BET/ER AND A SIZE CA IEGORY OF CLASS V OR BETTER AS ESTABLISHED BY "BESTS" KEY RA TING GUIDE. 5. UNIESS £)(£MP/ED BY SECTION JOl.(b)5 OF THE UNIFORM BUILDING CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REOUIRE $£PARAT£ PERMITS FROM TH£ BUILDING DEPARTMENT. 6. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM TH£ 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:i PERMISSION HAS BEEN OBTAINED AND A VALID GRADING PERMIT HAS BEEN ISSUED. 8. NO REVISIONS WILL 8£ MADE TO THESE PLANS WITHOUT TH£ WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON TH£ APPROPRIA T£ SHEET OF THE PLANS AND Tf/£ Tl TL£ SHEET. 9. ORICINAL DRAWINGS SHALL BECOME THE PROPERTY OF TlfE CITY UPON BEING SIGNED BY THE Cl TY ENGINEER. 10. TlfE ORIGINAL ORA WING SHALL BE REV/SEO TO REFLECT AS-BUILT CONDITIONS BY T/f£ ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY TH£ CITY. !!. ACCESS FOR FIR£ ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SIT£ AT ALL TIMES DURING CONSTRUCT/ON. 12 WHERE TRENCHES AR£ WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF· (A) SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACl/ON CURVES, SHALL 8£ SUBMITTED BY A PROFESSIONAL ENGINEER OF TlfE STAT£ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN TlfE FIELD OF APPLIED SOILS MECHANICS. TH£ SOILS REPORT WILL 8£ SUBMITTED TO TH£ CITY £NG/NEERING INSPECTOR WITHIN TWO WORKING DAYS OF TH£ COMP/El/ON OF FIELD TESTS. 13. A SOILS COMPACl/ON REPORT AND COMPLIANCE VER/FICA TION REGARDING ADHERENCE TO RECOMMENDA l/ONS OU Tl/NED IN THE SOILS REPORT IS REOUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT ALL CONTROLLED GRADING SHALL BE DONE UNDER THE 0/RECl/ON OF A PROFESSIONAL ENGINEER OF THE STAT£ OF CALIFORNIA PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SOILS MECHANICS. All FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SP£CIFICAl/ONS AND TH£ "EARTHWORK SPECIFICAl/ONS" ATTACHED TO THE PRELIMINARY SOILS INVESl/GAl/ON. DAILY FIELD COMPACTION REPORTS Will BE SUBMITTED TO TH£ PROJECT INSPECTOR. 14. A PRECONSTRUCT/ON MEEl/NG SHALL BE HELD AT TH£ SITE PRIOR TO TH£ BEGINNING OF WORK AND SHALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBIF FOR CONSTRUCTION. INSPECTION. SUPERVISION. T£Sl/NC AND All OTHER ASPECTS OF TH£ WORK. THE CONTRACfOR SHALL REOU£ST A PRECONSTRUCT/ON MEETING BY CALLING THE INSPECTION LINE AT (760) 438-J891 AT LEAST FIVE(5) WORKING DAYS PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR WILi THEN BE CONTACTED BY THE PROJECT INSPECTOR TO COORDINATE A DATE AND TIM£ FOR TH£ PRECONSTRUCTION MEETING. APPROVED DRAWINGS MUST 8£ AVA/LAB/£ PRIOR TO SCHEDULING. THE GRADING PERMIT Will BE PROVIDED BY THE PROJECT INSPECTOR AT THE MEETING. 15. ALL INSPECTION REQUESTS OTf/ER THAN FOR PRECONSTRUCT/ON MEETING WILL BE MADE BY CAIL/NC THE ENC/NEER/NC 24-HOUR !NSP£Cl/ON REQUEST LINE AT {760}4J8 3891. INSPECTION REQUEST MUST 8£ RECEIVED PRIOR TO 2·00 PM. ON THE OAY BEFORE TH£ INSPECTION IS NEEDED. INSPECTIONS WILL 8£ MAD£ THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE REQUESTS MADE AFTER 2·00 PM. WILL 8£ SCHEDULED FOR TWO FULL WORK DAYS IA TER. 16. THE OWNER AND/OR APPi/CANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHAii DESIGN. CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHOR/NC, AND SHALL 8£ SOLELY RESPONSIBLE FOR CONFORM/NC TO AIL LOCAL, STA TE AND FEDERAL SAFETY AND HEAi TH STANDARDS, LAWS ANO REGU/Al/ONS: 11. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIi PIAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHOR/NC, 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 OUR/NC THE PIPE INSTALLA l/ON THEREIN. THIS PIAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH ANO APPROVED BY THE CITY ENC/NEER AND/OR CONCERNED AGENCY PRIOR TO EXCA VAT/ON. IF TH£ PIAN VARIES FROM THE SHORING SYS/EM STANDARDS ESTABLISHED BY THE CONSTRUCT/ON SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE COD[,_ THE PLAN SHAii 8£ PREPARED BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO £XCA VA TION. 18. NO BLASTING SHALL 8£ PERFORMED UNTIi A VALID BLASTING PERMIT HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERMIT WELL IN ADVANCE OF TlfE SCHEDULING OF BLAST/NC OPERATIONS. 19. IF ANY ARCHAEOLOGICAi OR PALEOIOC/CAI RESOURCES ARE DISCOVERED WITHIN ANY WORK AREA DUR/NC CONSTRUCTION. OPERA l/ONS Will CEASE IMMEDIATELY, AND TH£ PERM/TT££ Will NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL TH£ PERM/TT££ 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, ARRIVAi, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EOUIPMENT, CONSTRUCT/ON EOUIPMENT AND ANY OTHER ASSOCIATED GRADING EQUIPMENT SHAii 8£ LIMITED TO THE PERIOD BETWEEN 7.·00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOVING OR GRADING OPERAl/ONS SHAii 8£ CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEER/NG DEPARTMENT COUNTER.} 21. ALL OFF-SITE HAUi ROUTES SHALL BE SUBMIT/ED BY THE CONTRACTOR TO THE CITY ENC/NEER FOR APPROVAi TWO FULL WORKING DAYS PRIOR TO BEGINNING OF WORK. 22 IMPORT MATERIAi SHAii 8£ OBTAINED FROM, AND WAST£ MATERIAi SHALL BE DEPOS!IED 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 RESUL T OF THE GRAD/NC OPERA TION. 2J BRUSH SHALL BE REMOVED ON/ Y WITHIN THE AREA TO BE GRADED. NO TREES ARE TO 8£ REMOVED UNLESS SPECIF/CALLY NOTED ON THE PIAN. 24. ALL AREAS SHALL 8£ GRADED TO DRAIN. GRADING RESUI TING IN THE PONDING OF WATER IS NOT PERMITTED. All EARTHEN SWALES AND DITCHES SHALL HA VE A MINIMUM ONE PERCENT SLOP£ 25. THESE PLANS ARE SUBJECT TO A SIGNED AND APPRO VEO SET OF EROSION CON TROI PLANS: EROSION CONTROi SHALi BE AS SHOWN AND AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL 8£ TRIMMED TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACE AND CROSS SECTION. TH£ SIT£ SHALL BE LEFT IN A NEAT AND OROERL Y CONDITION. All STONES, ROOTS OR OTHER DEBRIS SHALL BE REMOVED AND DISPOSED OF AT A SIT£ APPROVED OF BY THE CITY ENC/NEER. 21. All SLOPES SHALL 8£ IRRIGATED, STAB/I/ZED, PLANTED AND/OR HYDROSEEDED WITHIN TEN (10) DAYS OF THE l/ME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHOWN ON THE APPROVED GRADING PLANS. 2710 Loker Avenue West Suite 100 Carlsbad, Colifornig 92010 760-931-7700 Fax: 760-931-8680 ODayCon1:,1ultonts.com Civil Engineering Planning Processing Surveying DESIGNED BY: J.T.,N.F.,A.M. DATE: JANUARY 2012 DRAWN BY: G.M. J.S. SCALE: AS SHOWN PROJECT MGR.: ~T=.C~. ~-JOB NO.: 101290-03 ENGINEER OF WORK: --;;:;::-C2£ DATE: 7)43 TIMOTHY 0. CARROLL, JR. RCE: 55381 I; \001017\_C<lffimer,;kll\G,oding\1090PGOl-11Ue-CC2.clwg JIJI 10, 2013 10: 4-4\lm Xref,: 1090VIC; 1090PG-Sht1; 1090AN CARLSBAD TRACT NO. C. T. 01-09 LA COSTA TOWN SQUARE 28. LANDSCAPING SHALL 8£ ACCOMPLISHED ON ALL SLOPES AND PADS AS R£0UIR£D BY TH£ CITY OF CARLSBAD LANDSCAPE MANUAL, THE LANDSCAPING PLANS FOR THIS PROJECT, DRAWING NO. 474-41, AND/OR AS DIRECTED BY THE CITY ENGINEER OR C!IY PLANNER. 29. THE OWNER/APPi/CANT SHALL INSURE THAT ALL CONTRACTORS SHALL COORDINATE THE WORK OF THESE GRADING PLANS WITH THAT SHOWN ON BOTH THE LANDSCAPE AND IRR!CAl/ON PLANS ANO THE IMPROVEMENT PLANS AS REQUIRED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE MANUAL TIME REOU!REMENTS. JO. STORM DRAIN PIPE SHALL 8£ REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAD OF /,J50. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY 8£ UT/I/ZED PROVIDED DEPTH IS LESS THAN 15 FEET AND BACKFILLED WITH J/4" ROCK PER SORSD S-4 TYPE 'C' ANO PIPE MEETS ASlM STANDARD JOJ4 FOR SOR J5 SOLID WALL PIP£. JI. WHERE AN EXISTING PIP£ I/NE IS TO 8£ ABANDONFO AS A RESUI T OF THE GRADING OPERATION. ll SHALL 8£ REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS AND REPLACED WITH PROPER/ Y COMPACTED SOILS. IN OTHER AREAS THE PIPE Will 8£ PLUGGED WITH CONCREIE OR REMOVED AS APPROVED BY TH£ CITY ENGINEER. J2 THE CONTRACfOR Sf/ALI VERIFY THE IOCA T/ON OF AIL £)(/ST/NC FACILITIES (ABOVEGROUND AND UNDER GROUND) WITHIN TH£ PROJECT SITE SUFF!CIENTl Y AHEAD OF GRADING TO PERMIT TH£ REVISION OF THE GRADING PLANS IF IT IS FOUND THAT TH£ ACTUAL LOCATIONS AR£ IN CONFIICT WITH THE PROPOSED WORK. JJ Tf/£ CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 FULi WORK/NC DAYS PRIOR TO STARTING GRADING NEAR THEIR FACIL/l/ES AND SHALL COORDINATE THE WORK WITH A COMPANY REPRESENTA l/VE. UNDERGROUND SERVICE ALERT SOC&£ AT&T SBC TIME WARNER CABLE COX COMMUN/CA l/ONS CITY OF CARLSBAD (STREETS & STORM DRAIN) CITY OF CARLSBAD (SEWER, WATER & RECYCLE() WATER) BUENA SAN/TA TION DISTRICT OLIVENHAIN MUNICIPAi WATER DISTRICT LEUCADIA WAS.TEWA TER DISTRICT J4. PERMIT COMPLIANCE REQUIREMENTS.- (800) 422-41JJ (800) 660-7J4J (800} 892-012J (800) 892-012J (760) 438-7741 (760) 806-9809 (760) 434-2980 (760) 438-2722 (760) 726-1340 (x/374) (760) 753-6466 (760) 753-0155 A. FOR CONTROLLED GRADING -THE APPLICANT HIRES A CIVIi ENGINEER, SOILS ENGINEER, AND/OR GEOLOGIST TO GYVE TECHNICAi ADVICE, OBSERVE AND CONTROi THE WORK IN PROGRESS 15./6.120 A.8 CARLSBAD MUNICIPAi COD£ 8. PRIOR TO FINAi APPROVAL OF A GRADING PERMIT -THE FOLLOWING REPORTS MUST 8£ SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR 15.16.120 A. 10 CARLSBAD MUNICIPAi COD£· COMMERCIAL PROJECT LOCATION ASSESSOR:, PARCEL No. 223-050-72 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS JJ4N-1695£ (CCS 27) LEGAL OESCR/PllON PARCEL 2 OF CARLSBAD MINOR SUBDIVISION 04-08, ACCORDING TO PARCEi MAP NO. 20982, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. BASIS OF BEARINGS THE: BASIS OF BEARINGS FOR THIS SURVEY IS THE CAUFORNIA COORDINA 1£ SYSTEM -1983, ZONE W, l99/.J5 £POCH, NORTH AMERICAN DATUM OF /98J (NAD8J), GRID BEARINGS BETWEEN STAT/ON 10 AND STA l/ON II AS SAID COORDINATES ARE PUBLISHED IN TH£ CITY OF CARLSBAD SURVEY CONTROi NETWORK ESTABLISHED BY RECORD OF SURVEY No. 17271, FILED IN THE OFFICE OF TH£ SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002 1£. N57,!7'J7"£ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PIAN WAS GENERATED BY AERIAi PHOTOGRAPHY INFORMA l/ON GATHERED ON APRIL 10, 2007 BY TOW/IL AERIAi SURVEYS. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA l/ONAI MAP ACCURACY STANDARDS. REFERENCE ORA WINGS DRAWING NO. 222-1 /MPROVEMENT OF IA COSTA AVE & RANCHO SANTA FE RD. DRAWING NO. 176-2 IMPROVEMENTS FOR RANCHO SANTA FE RD. ORA WING NO. 397-1 IMPROVEMENTS FOR PASEO LUPINO DRAWING NO. J68-2 RANCHO SANTA FE RD. ORA WING NO. 397-18 LA COSTA A VE. SOILS ENG/NEER's CERTIRCATE I, G'ARRETT 8. FOUNTAIN. A REGISTERED CIVIi ENGINEER OF THE STA TE OF CAUFORNIA, PR/NC/PAIL Y DOING BUSINESS IN THE FIELD OF APPLIED SO/IS MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF Tl/£ SOIi CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIR£Cl/ON IN JANUARY, 2012 TWO COPIES OF THE SO/IS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO T/f£ OFFICE OF THE Cl TY ENGINEER. SIGNED: DATE: __ {_c_,~l~0_,_'20\--=.,c.='3>'----- C.£ NO.: 2752 LICENSE EXPIRATION DATE: 9-J0-2014 DECLARA 770N OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR !HIS PROJECT, THAT I HA VE EXERC/SED RESPONSIBLE CHARG'E OVER THE DESIGN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPEC/Fll'A TIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONS/8/Lll/ES FOR PROJECT DESIGN. ODAY CONSUL TAN TS, INC. 2710 LOKER A VENUE WEST, SUITE JOO CARLSBAD, CALIFORNIA 920/0-7JI 7 (760) 9Jl-7700 ~~ DAT£.· 7/ro& l/MOTHY 0. CARROil, JR. R. C:£. NO. 55J8/ £.!(P. 12/Jl/!4 ,••••••••~"••~<'-. •r• '"~•~"'"-'""'"• '"' '>'<-',-,C<,'>,,•>•••' •=-~,,.; ~,,,-•~ a,"'~,, ••-•••-·•• ,~, • ~ h •·•~'-"s-•'.,-,1'].~'tj°i,~ WORK TO BE DONE THE GRADING WORK SI/All CONSIST OF TH£ CONSTRUCTION OF ALL CUTS AND FILLS, REMEDIAi GRADING, DRAINAGE FACYLIT/£5; EROSION CONTROi FAC/L/11£$, ANO PLANT/NC OF PERMANENT LANDSCAPING AND PREPARA T/ON OF AS-BUil T CRAD!NC PLANS, AS-BUii T GEOLOGIC MAPS AND REPORTS, ALL AS SHOWN OR REOUIRED ON THIS SET OF PLANS AND TH£ CITY STANDARDS, SPECIFICATIONS, REOUIREMENTS, RESOIUl/ONS ANO ORDINANCES CITED ON TlfESE PLANS. TH£ GRAD/NC WORK SHALi 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT TH£ TIME OF CONSTRUCTION. AS DIRECTED BY TH£ CITY ENGINEER. !. CARLSBAD MUNICIPAL COD£ 2 CITY OF CAR/Si'JAD STANDARDS. J THIS SET OF PLANS. 4. RESOLUTION NOs. 6578-6581, 6586 & 6588-6597 DATED JULY 15, 2009, AND CITY COUNCIi RESOLUl/ON 2009-232 DATED SEPTEMBER 15, 2009. 5. THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}. 6. SOILS REPORTS AND RECOMMENDAl/ONS BY SOUT/f£RN CALIFORNIA SOIL & TEST/NC, INC. DATED JULY JI, 2012 7. TH£ SAN DIEGO REGIONAi STANDARD DRAWINGS AND AS MAY BE MODIFIED BY TH£ CITY OF CARLSBAD STANDARDS: 8 EliVIRONMENTAl APPROVAi DOCUMENTS DA TEO JUI Y 15, 2009, RESOIUl/ON NO. 6511, AND CITY COUNCIL RESOLUl/ON 2009-232 DATED SEPTEMBER 15, 2009. 9. STORMWATER POLLUTION CONTROi PIAN (SWPPP} PREPARED BY ODAY CONSULTANTS DATED SEPTEMBER 7, 2012, WO/D NO. 9 J1CJ64765, RECD OCTOBER 5, 20!2 10. CALIFORNIA STORMWATER DUALITY ASSOCIATION (CASQA) STORMWATER BEST MANAGEMENT PRACTICES, CONSTRUCl/ON HANDBOOK,· AND THE STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCllON SIT£ BEST MANAGEMENT PRACTICES (BMP) MANUAL II. STORMWATER MANAGEMENT PIAN (SI/MP) PREPARED BY ODAY CONSULTANTS DATED JUN£ 21, 2013, SW 12-05. ·· LEGEND DESCRIPTION NOTE: OUANTITIES ARE FOR BOND/NC PURPOSES ONLY. ACTUAi Q/JANTll/ES MAY VARY. --STANDARD owes. ARE SAN DIEGO REGIONAi SlDS. UNLESS NOTED OTHERWISE. STD. DWG, SYMBOL QUANTITY SUBDIVISION BOUNDARY ......................................................... -- RIGHT-OF-WAY LINE ............................................................. --------- LOT LINES ......................................................................... -·-·-·-·-·-·-·- CONSTRUCl/ON LIMIT LINE (FUTl/RE) ......................................... ____ ,,_,._,._, __ CURB................................................................................ : ... , CURB & GUTTER............... . . . . . . . . . . . . .. 2 . . . . .. . . . . . . . . . . . . . . . . . . . . . ....... . . . .. . . f• 0••' ,0,~.,:•~}-:.•:-.r' ·•••:•"-'I PCC PAVEMENT (PARKING. (SEE SHEET JJ) ................................ ·.,·• · · ··. · ., ... ·' ·• A.C: PAVEMENT SEE SHEET JJ) .............................................. !iCJ:=..:i~;;;?Sz~A0f;,;J CONCRETE PA VEMEN~ (SEE SHEET JJ) ...................................... _txXXXXX?<XXX>J~-,-,-.--,,~~ SIDEWALK SEE SHEET JJ). .. ...... .. . .... . . . ......... . ... . ..... I I I I I OR · · ' · ·• RIBBON GUTTER ................................................................... l·•,c;, ... , ... ;.;,: ... ·.;:;:·· >··I ,,,,,oM,~- £)(/STING CONTOUR.······················································....... . _ .. ,.... LV ----200-PROPOSED CONTOUR ............................................................ . ..,._ OA YI./CHT LIN£ .................................................................... -'----,.. _ -- rur/f/Zl l'W.'£ " ,,_,[)_,,_,_,,_ v' " " ...................................................... , •••••••••.• --~ £)(/Sl/NG SPOT ELEVATION. ..................................................... . £)(/STING FIO/t/.lNE ELEVATION................................................. ~ ........ .. (1) f/NAI REPORT BY SUPERVISING GRADING ENGINEER STAl/NC ALL GRADING IS COMPLETE. All EROSION CONTROi, SLOPE PLANT/NC AND /RR/CAT/ON ARE INSTALLED IN CONFORMANCE W!Tlf CITY CODE ANO THE APPROVED PLANS (OBTAIN SAMPLE OF COMPLIANCE LETTER FROM C!TYENGYNEER/NCOEPARlMENlj (2) AS-BUILT GRADING PLAN. SHEETS J & 4 OF 15 PER OM/IV SD-001-464-04 DRAWING NO. 409-48 OMWO NOTE _,.,Ci~Y~~'L~EM~Gi~YM~'Ei."':"Ei~'1?~2.A:..!!,M.!.!:'DCSi~VR~l1:~Yl='OR~-:;_~'~~~ £)(/ST/NC SLOPES ........................................................... :·;····· . ) •............. / ...... . ODAY CONSULTANTS, INC. cur OR Fill SLOPE LINES ...................................................... =1:fl=?!-1.MAX. 2710 LOKER AVENUE WEST, SUITE 100 ENC/NEER OF WORK lOW/.!NE ELEVATION. ......................................................... '(. 200.00 (J) REPORT FROM THE SOILS ENGINEER, WHICH INCLUDES RECOMMENDED SOIi 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 TH£ SOILS ENGINEER THAT TH£ GRADING WAS DONE IN ACCORDANCE WITH THE REQUIREMENTS AND RECOMMENDAl/ONS OUTLINED IN THE PRELIMINARY SOILS REPORT AND ANY SUPPLEMENTS THERETO. (4) REPORT WITH AS-BUii T GEOLOGIC PIAN. IF REOUIRED BY TH£ CITY. J5. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WITHIN ONE (I) l'FAR AFTER THE CITY ENCINEER:i APPROVAi, THESE PLANS MAY BE REOUIRED TO BE RESUBMITTED FOR PIANCHECK. PIANCHECK FEES Will 8£ REQUIRED FOR ANY SUCH RECHECK. J6. THE SOILS REPORT T/Tl£0 "?RELIMINARY G'EOTECHNICAL STUDY UPDATE PARCELS S.£ 13, AND 25 ACRES EASTER/ Y OF IA COSTA A VENUE AND MISSION ESTANCIA, IA COSTA, CITY OF CARLSBAD, CALIFORNIA" DATED JUNE 6, 1990, SHALi 8£ CONSIDERED AS PART OF THIS PIAN. ALL GRADING SHAii 8£ DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIF/CATIONS IN SAID SOILS REPORT. ENGINEERS NOTES I. REVISION OF THESE PLANS MAY BE REOUIRED IF 7H£ PROPOSED GRADING AND IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEADUN£ DATE OF THE IMPROVEMENT AGREEMENT. 2. TH£,£)(/STENC£ AND LOCATION OF UT/I/TY STRUCTl/RES AND FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCA l/ON DIFFERENT FROM THAT SHOWN ON TlfE PLANS. THE CONTRACTOR IS REOUIRED TO TAKE OU£ PRECAUTIONARY MEASURES TO PROTECT THE Ul/LIT/ES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. J. THE CONTRACTOR SHALL VERIFY THE IOCA l/ON OF ALL £)(/STING' FACILITIES (ABOVEGROUND ANO UNDERGROUND) WITHIN THE PROJECT SITE SUFFICIENT/ Y AHEAD OF THE CONSTRUCTION TO PERMIT THE REVISIONS OF THE CONSTRUCT/ON PLANS IF IT IS FOUND THAT THE ACTUAi LOCATIONS AR£ IN CONFLICT WI TH THE PROPOSED WORK. GEOTECHNICAL NOTE PRIOR TO ISSUANCE OF A GRADING PERMIT FOR THIS PROJECT, AN UPDATED G'EOTECHNICAI REPORT SHALi 8£ REVIEWED BY TH£ CITY OF CARLSBAD:i ENGINEER/NC DEPARTMENT. CHANCES TO THESE PLANS MAY 8£ REQUIRED BASED ON THA T REVIEW. EARlHWORK QUANllTIES CUT: J72, 000 CU. YDS. NOTES.· Fill: 474,000 CU. YDS: SHRINK.· 19,000 cu. YDS. BULK.· 29,000 CU. YDS: I. THESE OUANT!l/ES ARE FOR BONDING PURPOSES ON/ Y. SHRINKAGE IS AN £Sl/MAT£ CONTRACTOR TO VERIFY TO HIS SA 11SFA Cl/ON. 2 CONTRACTOR SHALL SUBMIT AND RECEIVE APPROVAL FROM CITY FOR HAUi ROUTES PRIOR TO HAULING DIRT OR 'IMPORT.· 92,000 CU. YOS. CONSTRUCT/ON MATERIALS TO OR FROM THE SIT£. '92,000 CY OF IMPORT TO 8£ RECEIVED FROM THE RESIDENT/Al SITE, CT 08-03. RE.OU/RED TREATMENT CONTROL BMP TABLE NO GRADING SHALL OCCUR OVER £)(/ST/NC FACILITIES WITHOUT APPROVAi FROM THE DISTRICT. ALSO, ALL £)(/STING FACILITIES MUST 8£ KEPT IN SERVICE UNTIi NEW FACILITIES ARE INSTALLED, OPERATIONAL AND ACCEPTED BY O.M. W.D. FLOOD ZONE OESIGNA TION CITY OF CARLSBAD FIRM MAP -NO. 0607J C 1055 C, DA TED MAY 16, 20/2 ZONE X-AREAS OUTSIDE TH£ 500 YEAR FLOOD PLAIN "AS B U I LT'' ✓~ 111,l()THY O. CARRIL; jR, RC.< 55381 EX? 12/31 /14 PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP NOT TO SCA/£ CITY OF -::.----\Y SAN MARCOS '?< ~ / l SIT£ TYPf DfSCR/PTION OWNfRSH/P MAINTfNANCE AGRffMfNT SHEET NO. MAINTfNANCf FRfOUfNCY CARLSBAD, CALIFORNIA 92D10-7Jl7 _r.,,_ IN/SHED SURFACE SPOT ELEVATIONS ....................................... :. Fl~ (760} 931-7700 (FOR ili /t,/ l(EVISION Sox) rs ?QO.q_ NOTE PROPERTY DEVELOPMENT CENTERS, LLC TO ASSUME RESPONSIBILITY FOR All EROSION CONTROL MEASURES ON TlfE PROPERTY. THIS MEANS THOSE EXISTING AT THIS TIM£ PIUS THOSE THAT WILL 8£ INSTALLED AS PART OF THE PLANS. L}-5,11 FINISHED GRADE SPOT EIEVATlONS ............................................ =:;> =:;> ~ ;_Ff 'BROW DITCH ......................................... 0-75 TYPE '8'. .......... ·.,:. 'EADWAIL ············~· .D-J4 ...................... . 1P-RAP ................ 2. . . . .... D-40 ...................... . YPE 'F' CATCH BASIN . . ... 0-7 .. : .................... . rYPE if' CIEANOUT. ............................... 0-9 ....................... . 'TYPE 'G' CATCH BASIN ............................. 0-8 ....................... . YPE '8-/' CURB INLET ........................... D-2 ....................... . RETAINING WAI (DETAIi SHT. J2)*'. ···rvonJ5-?:i+i~,"/!Jlri"-.. 2 .. . RETAINING WALL!! ............... : ..... , ......... .ANCHOR WALL..!~ ...... . --50--( [g]~ @] □ @::i Cii=J IN -MM -·------- DEL.Jii;T£ S.""-IR.S , CONC · WALK CON 'RETE Bl OCK SCRE, 'ALL~ .. , $TORJ.'I DAA1N· J:1.SJ1SF WALL t---~1---1~5=!:,-. .c.,.-,e,.,,,:;~~,N-S~-~DB~~-E=-, E..~l¾JX,,c.........c....:c2.Jcc· ~-+-l----1-ri~7'pRfVA TE STREET 1/CHT .............. (SHOWN FOR REFERENCE ONLY) .... . REPL..Ac£ SHEET';,S.~.7 9 29 BIOClEAN MEDIA FILTER (TRENCH DRAIN} MP-52 PVT BMP MAINTENANCE AGREEMENT 27,28,29 FOUR/YR CLEAN/ DEBRIS REMOVAL HYDROCARBON BOOM REPLACEMENT TWICE/YR NOT£!! ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL GRADING Pl.AN FOR: BIORETENT/DN TC-32 PVT 18 TO JI Rf;.PLAGE SHEETS 12J3,252/4J3.7,2f3. JOO IF 9 EA /J EA 8 EA 19 £A 15 EA 4 EA 2 EA 77 EA J EA 290 IF 235 LF 2,013 I, 88§ L 2, 9~ i!;fE+ l ,455 IF 2,J50 IF 1,485 IF 4,450 SF 6!~~ 6 EA TC-22 PVT BMP MAINTENANCE AGREEMENT BMP MAINTENANCE AGREEMENT JO TWICE/YR INSPECT, PR.UN£, WEEO &-REPLACE MULCH AS NEEDED TWICE/YR INSPECT, PRUNE, WEEO & REPLACE MULCH AS NEEDED BENCHMARK . DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 62/5" µ5/lc:'BL.:Vlc--.J+..:...Tcc__....µ....._:.:.:TH,::=Ys,..,.s;:..cHE.==E:.:..T-'-'R.:::.EP.-=:tA-'-'C.:,c;'FS:'...::'.'..sH."''FE::..cT.....:l.....:accl'i:::=YC.:..cYNA'-"£""'L r'..........._--1---+~---+?Lt/J t3 c;vf' APPROVED 11/29/12 ADDED SHEETS 52, 53, 54 FOR CMU DETAILS, LA COSTA TOWN SOUARE COMMERCIAL DETENTION BASIN FLOW-THROUGH PIANTER (URBAN GREEN 8/0F/lTER) TC-32 SUS/JP PROJECT PRIORITY PVT HIGH BMP JfAINTENANCE ACREEMENT 18, 19,23,24 TWICE/YR INSPECT, PRUNE, WEED & REPLACE JfULCH AS NEEDED LOCATION: RECORD FROM: ELEVATION: IN CURB WEST SIDE OF COMMUNITY LOT COMMUNITY PARKING LOT NORTH OF CAMINO DE l OS COCH ES AND EAST OF CAIL£ TIMI TEO. SET IN CURB ON WEST SIDE OF PARKING LOT, /04 FT FROM SOUTHWESTER/ Y CORNER OF RESTROOMS R.0.S. NO. 17211 (PT. NO. 11) 173.24 QA TUM: NCVD 1929 J/18/IJ TC DATE INITIAL ENGINEER OF WORK REVIS£ STORM DRAIN. NOTES, RETAINING WALLS: . 8/0RETENT/ON. BUILDINGS CONSTRUCTION UM/TS, CURBS, ROOF DRAINS, TRASH ENCLOSURE S.D. 1 REVISE STORM DRAIN -SHEETS 26 & JO DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL J/29/tJ G,VP DATE INITIAL CITY APPROVAL APPR,W_:, ~ :b~~I c1r(~R PE 41204 EXPIRES 3/31/15 DWN BY: .-r,---- CHKD BY~--~•.,_,.___ RVWD BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4C . I I I :I • 11 . I I ii II i C ll § z C) z C: s:: Ill m :c EROSION CONTROL NOTES I. IN CASE EMERGENCY WORK IS REOUIREO, CONTACT RICK HENDERSON AT (975) lJB-1201. 2. £Q/JIPM£N T ANO WORKERS FDR £M£RG£NC Y WORK SHALL 8£ MAD£ A VA/LAB/£ AT ALL TIMES DURING TH£ RAINY SEASON. ALL NECESSARY MATERIALS SHALL 8£ STOCKPILED ON SIT£ AT CONVENIENT LDCA TIDNS TD FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS EMINENT. J. DEVICES SHOWN ON PLANS SHALL NOT 8£ MOVED OR MODIFIED WITHOUT TH£ APPROVAL OF Tl-/£ ENGINEER/NC INSPECTOR. 4. Tl-/£ CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO Tl-/£ SA T/SFACTION OF TH£ CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. Tl-/£ CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY TH£ CITY ENGINEER DU£ TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. Tl-/£ CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAK£ NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREA TE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER Tl-/£ APPROVED GRADING PLAN SHALL 8£ INCORPORA TED HEREON. 8. GRADED AREAS AROUND Tl-/£ PROJECT PERIMETER MUST DRAIN AWAY FROM Tl-/£ FACE OF SLOP£ AT TH£ CONCLUSION OF EACH WORKING DAY 9. ALL REMOVABLE PROT£C7/V£ DEVICES SHOWN SHALL BE IN PLACE AT TH£ £ND OF EACH WORKING DAY WHEN TH£ FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%}. SILT AND OTHER DEBRIS SHALL 8£ REMOVED AFTER EACH RAINFALL. ID. ALL CRA VEL BAGS SHALL 8£ BURLAP TYPE WITH J/4 INCH MINIMUM ACGREGA TE. 11. SHOULD GERM/NATION OF HYDROS££0£D SLOPES FAIL TO PROVIDE EFFECTIVE COVERAGE OF GRADED SLOPES (90% COVERAGE) PRIOR TO NOVEMBER /5, Tl-/£ SLOPES SHALL 8£ STABILIZED BY PUNCH STRAW INSTALLED IN ACCORDANCE WITH SECTION J5.02J OF Tl-/£ EROSION AND SEDIMENT CONTROL HANDBOOK OF Tl-/£ DEPARTMENT OF CONSERVATION, STAT£ OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANllNG ANO /RR/GA TION All PERMANENT AND TEMPORARY EROSION CONTROL PLANl/NG AND !RR/GA TION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF Tl-/£ STANDARD SPECIF/CATIONS AND TH£ FOLLOWING: A. HYDROS££0/NG SHALL 8£ APPLIED TO: /. ALL SLOPES THAT AR£ GRADED 6: I (HORIZONTAL TO VERllCAL) OR STEEPER WHEN THEY ARE.- a. THREE FEET OR MOR£ IN 1-1£/GHT AND ADJACENT TO A PUBLIC WALL OR STREET. b. ALL SLOPES 4 FEET OR MOR£ IN 1-1£/GHT. 2. AREAS GRADED FLATTER THAN 6: I WHEN ANY OF Tl-/£ FOLLOWING CONDITIONS EXIST.· a. NOT SCHEDULED FOR IMPROVEMENTS (CONSTRUCTION OR GENERAL LANDSCAPING) WITHIN 60 DA YS OF ROUCH GRADING. b. IDENl/F/£0 BY Tl-/£ PARKS AND R£CR£A TION DIRECTOR AS 1-//CHL Y VISIBLE TO Tl-/£ PUBLIC c. HAVE ANY SPECIAL CONDITION IDENTIFIED BY TH£ CITY ENGINEER THAT WARRANTS IMMEDIATE TREATMENT. B. HYDROS££D£D AREAS SHALL BE IRRIGATED IN ACCORDANCE WITfl TH£ FOLLOWING CRITERIA: /. ALL SLOPES Tl-IA TAR£ GRADED 6: I OR STEEPER AND Tl-IA TARE.· a. THREE TO £/GI-IT FEET IN /-/£/GI-IT SHALL BE /RR/GA TED BY HAND WATERING FROM QUICK COUPLERS/HOSE BIBS OR A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. b. CREA TER THAN 8 FEET IN 1-1£/GHT SHALL BE WA !£RED BY A CONVENTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING 100% COVERAGE. 2. AREAS SLOPED LESS THAN 6: I SHALL BE /RR/GA TED AS APPROVED BY Tl-/£ CITY ENGINEER, PRIOR TO HYDROSEEDING. THE DEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROVIDE /RR/GA 1/0N TO TH£ CITY ENGINEER. TH£ PROPOSAL SHALL 8£ SPECIFIC REGARDING TH£ NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF Tl-/£ PROPOSED SYSTEM. J. IRRIGATION SHALL MAINTAIN TH£ MOISTURE LEVEL OF Tl-/£ SOIL AT TH£ OPTIMUM LEVEL FOR TH£ GROWTH OF Tl-/£ HYDROS££0£D GROWTH. C. HYDROS££DING MIX SHALL CONSIST OF ALL OF TH£ FOLLOWING: I. 5££0 MIX SHALL CONSIST OF NO LESS THAN.· a. 20 lbs. PER ACRE OF ROS£ CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF£ SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF AC/-1/LLEA MILLEFOLIA e. J 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 LOCAl/ONS WHERE THE AREA BEING HYOROS££D£D IS NOT VISIBLE FROM EITHER A PUBLIC STREET OR RES/DEN TIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST 8£ INOCULATED WITH A NITROGEN FIXING BACTERIA AND APPLIED DRY EITHER BY DRILLING OR BROADCASTING BEFORE HYDROSEEDINC. i. All 5££0 MA !£RIALS SHALL BE TRANSPORTED TO THE JOBS/TE IN UNOPENED CONTAINERS WITH TH£ CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERT/FICA TION TAC ATTACHED TO, OR PRINTED ON SAID CONTAINERS. j NON-PHYTO-TOXIC WETl/NG AGENTS MAY 8£ ADDED TO THE HYDROSEED SLURRY AT THE DISCRETION OF THE CONTRACTOR. 2. TYPE I MULCH APPLIED AT THE RATE OF NO LESS THAN 2000 lbs. PER ACRE. TYPE 6 MULCH (STRAW} MAY 8£ SUBSTITUTED, ALL OR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW IS USED IT MUST 8£ ANCHORED TO THE SLOP£ BY MECHANICALLY PUNCHING NO LESS THAN 50% OF TH£ STRAW INTO TH£ SOIL J. FERTILIZER CONSISTING OF AMMONIUM PHOSPHATE SULFATE, 16-20-0, WITH 15% SULPHUR APPLIED AT TH£ RA 1£ OF 500 lbs. PER ACRE. D. AREAS TO 8£ HYDROS££0£D SHALL 8£ PREPARED PRIOR TO 1-/YDROSEEDING BY: I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMB/NATION OF: a. TRACK WALKING SLOPES STEEPER THAN 6: I b. HARROWING AREAS 6: I OR FLATTER THAT ARE SUFFICIENT!_ Y FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CONDITIONING TH£ SOILS SO THAT IT IS SUITABLE FOR PLANTING BY: a. ADJUSTING THE SURFACE SOIL MOISTURE TO PROVIDE A DAMP BUT NOT SATURATED 5££0 8£0. b. TH£ ADDITION OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVERING SALIN£ SOILS TO PRO VIDEO VIABLE CONDITIONS FOR GROWTH. E. 1-/YDROSEEDED AREAS SHALL BE MAINTAINED TO PROVIDE A VIGOROUS 6'ROWTH UNTIL TH£ PROJECT IS PERMANENTLY LANDSCAPED OR, FOR AREAS WHERE HYDROS££DING IS TH£ PERMANENT LANDSCAPING, UNTIL THE PROJECT IS COMPLETED AND ALL BONDS RELEASED. SPECIAL NO TES I. TH£ PROJECT SHALL CONFORM TD SAN DIEGO COUNTY BLASTING ORDINANCE Till£ J, 0/WSION 5, CHAPTER Ill, COUNTY CODE OF REGULATORY ORDINANCES SECTIONS J5.J77.10/-!04, J5.J77.JOJ(a}, J5.J77.JD6 ANO J5.J77.JD1 TD REDUCE THE TEMPORARY NOISE IMPACTS DUE TO BLAST/NC ANO SECTION 8.48.010 OF TH£ CITr'S MUNICIPAL CODE l/M/f/NC ALLOWABLE HOURS OF ACTIVITIES. THE ALLOWABLE HOURS OF ACTIVITIES ASSOCIATED HITH BLAST/NC HILL 8£ FROM 9:00 AM TO 4:JO PM DR ONE-HALF HOUR BEFORE SUNSET, 111//CHEVER COMES FIRST, MONDAY THROUGH FRIDAY. ND BLAST/NC HILL BE ALLD/i£0 ON ii£EKENOS OR ON TH£ HOLIDAYS SPECIFIED IN SECTION 8.48.010 OF THE C!Tr'S MUNICIPAL COO£ 2. HOURS OF GRAD/NC SHALL BE LIMITED TD TH£ TIM£ PER/DO ALLD/i£0 IN THE CARLSBAD MUNICIPAL CODE (SECTION 8.48.010},-7.·00 AM TO SUNSET ON ii£EKOAYS ANO 8.·00 AM TD SUNSET ON SATURDAYS. ND GRADING, EXCEPT IN TH£ EVENT OF AN EMERGENCY AS DETERMINED BY THE CITY MANAGER PER MUNICIPAL CODE SECTION 8.48.010, SHALL OCCUR ON SUNDAYS ANO DESIGNATED HOLIDAYS. J. IF GRAD/NC ACTIVITIES HILL OCCUR HITHIN 150 FEET OF EXIST/NC RESIDENT/AL AREAS, THOSE CONSTRUCT/ON ACTIVITIES SHALL BE LIMITED TD AN EIGHT HOUR PER/DO /'I/THIN THE ALLOWABLE TIME FRAME IND/CA TEO ABOVE. 4. HOURS OF OPERATION OF TH[ MATERIALS PROCESS/NC CENTERS SHALL 8£ LIMITED TD THE TIM£ PERIOD ALLD/i£0 IN CARLSBAD MUNICIPAL COO£ SECTION 8. 48. 010 FDR CONSTRUCT/ON; 7.· 00 AM TD SUNSET ON ii£EKOAYS ANO B.·oo AM TO SUNSET ON SATURDAYS. ND CONSTRUCTION, EXCEPT IN THE EVENT OF AN EMERGENCY AS DETERMINED BY THE CITY MANAGER PER MUNICIPAL CODE SECTION 8.48.010, SHALL OCCUR ON SUNOA YS ANO OESICNA TEO HOLIOA YS. 5. PRIOR ID THE COMMENCEMENT OF MATERIALS PROCESSING, CONSTRUCTION EOU!PMENT SHALL BE PROPERLY MAINTAINED ANO FITTED HITH STANDARD MUFFLERS. 6. CONSTRUCTION IMPACTS TO ACTIVE COASTAL CALIFORNIA CNATCATCf/ER NESTS /'I/LL 8[ AVOIDED BY REMOVING THE OCSS /'I/THIN TH£ PROJECT AREA OUTSIDE OF TH£ BREED/NC SEASON (FEBRUARY 15 TO AUGUST JO) UNLESS A QUALIFIED 8/DLDC/ST DETERMINES THERE WOULD BE NO IMPACTS. A OUALIFIEO 8/DLDCIST Sf/ALL MONITOR ALL VEGETATION REMOVAL TD ENSURE ND DIRECT IMPACTS OCCUR TD INOIWDUAL BIROS DR NESTS. 7. CONSTRUCTION IMPACTS TD NEST/NC RAPTDRS HILL 8[ A VOIDED BY REMOVAL OF ANY TREE IN THE PROJECT AREA BETWEEN SEPTEMBER ANO JANUARY, OUTSIDE OF TH[ BREED/NC SEASON. IF TREE REMOVAL MUST BE CONOUC!EO OUR/NC ff/£ BREED/NC SEASON. A RAPTDR NEST SURVEY SHALL BE CDNOUCTEO BY A QUALIFIED 8/0LOC/Sf PRIOR TO ANY REMOVAL TD DETERMINE IF ANY RAP TOR NESTS ARE PRESENT. IF AN ACTIVE NEST IS 0/SCDVEREO, A BUFFER SHALL 8£ ESTABLISHED AROUND THE TREE UNTIL TH£ YOUNG ARE INDEPENDENT OF THE NEST SITE. 8. ALL VEGETATION HITHIN THE RIPARIAN SCRUB SHALL 8[ REMOVED OUTSIDE OF THE LEAST BELL '.S' VIREO BREED/NC SEASON (MARCH 15 TD SEPTEMBER 15) TD ENSURE !HAT ND DIRECT IMPACTS OCCUR TD THESE SPECIES. ADDITIONALLY. A BIOLOGIST SHALL MONITOR ALL VEGETATION REMOVAL TD ENSURE ND 0/RECI IMPACTS OCCUR TD INOIWOUAL BIROS DR NESTS. 9. THE ARCHAELDCIST DR PALEDNTDLDCIST, SHALL 8£ ALLD/i£0 ID DIVERT DR DIRECT GRAD/NC IN THE AREA OF AN EXPOSED FOSSIL TD FACILITATE EVALUA TIDN ANO, If NECESSARY. SAL VAC£ 10. BECAUSE OF THE SMALL NA TUR£ OF SOME FOSSILS PRESENT IN !HES£ ROCK UNITS, MATRIX SAMPLES SHOULD BE COLLECTED FDR PROCESS/NC THROUGH FINE MESI/ SCREENS. II. PROVISIONS FDR PREPARATION ANO CURATIDN SHALL 8£ MAO£ BEFORE THE FOSSILS AR[ OONA TEO TD THEIR FINAL R[PDSITDRY. 12. ALL FOSSILS COLLECTED SHOULD 8[ DONATED TD A MUSEUM /'I/TH A SYSTEMATIC PALEONTOLOCICAL COLLECTION, SUCH AS THE SAN DIEGO NATURAL HISTORY MUSEUM. IJ. PHASE GRAD/NC OPERATIONS ANO SLOPE LANDSCAPING TD REOUCE !HE SUSCEPTIBILITY OF SLOPES TO EROSION. 14. ALL UNPAJ/£0 CONSTRUCTION AREAS SHALL BE SPRINKLED /'I/TH WATER DR OTHER OUST CONTROL AGENTS ACCEPTABLE TD THE SAN 0/ECD AIR POLLUTION CONTROL 0/STRICT (APCO) OUR/NC DUST-CENERATINC ACTIVITIES TD REDUCE OUST EMISSIONS. AOOIT/DNAL WATER/NC DR ACCEPTABLE APCO OUST CONTROL AGENTS Sf/ALL BE APPLIED OUR/NC ORY ii£ATHER DR HINOY DAYS UNTIL DUST EMISSIONS ARE ND T VIS/BL£ 15. TRUCKS HAUL/NC DIRT ANO DEBRIS SHALL 8£ COVERED TO REDUCE HINOBLDWN OUST ANO SPILLS. 16. ON ORY DAYS, DIRT OR DEBRIS SPILLED ONTO PA VEO SURFACES SHALL 8£ Sii£PT UP IMMEOIATEL Y TD REDUCE RESUSPENSION OF PARTICULAIE MAITER CAUSED BY VEHICLE MOVEMENT. APPROACH ROUTES TD CONSTRUCTION SITES SHALL BE CLEANED DAILY OF CONSTRUCTION-RELATED DIRT IN ORY ii£ATHER. 17. ON-SITE STOCKPILES OF EXCAVATED MATERIAL SHALL BE COVERED DR WATERED. 18. OUR/NC ON-SITE ROCK CRUSH/NC, ROCK MATERIALS UNDERGO/NC PROCESS/NC SHALL BE WA TEREO AT SUFFICIENT FREOUENCY. THE PROJECT SHALL INSTALL AN AU TOMA TIC WATER, MIST, DR SPRINKLER SYS/EM IN AREAS OF ROCK CRUSH/NC ANO CONVEYOR BELT SYSTEMS. 19. /HE PROJECT SI/ALL ABIDE BY ALL CONDITIONS OF APPROVAL FOR OUST CONTROL REOUIREO BY THE SAN 0/ECD APCO. 20. LOW POLLUTANT-EM/IT/NG CONSTRUCTION EOUIPMENT SHALL BE USED. 21. CONSTRUCT/ON EQUIPMENT SHALL BE £0UIPP£0 /'I/TH PRECHAMBER DIESEL ENGINES (DR EOUIVALENI} ANO SHALL RECEIVE PROPER MAINTENANCE ANO OPERATED SD AS TD REDUCE EMISSIONS OF NITROGEN DX/OE, ro THE EXTENT AVAILABLE ANO FEASIBLE 22. WHERE FEASIBLE, ELECTRICAL CONS/RUCTION EQUIPMENT SHALL 8£ UTILIZED. 2J. PRIOR TO ff/£ IN/TIA TION OF GRUBBING OR CLEARING THE APPLICANT SHALL INSTALL "SILT" FENCING AT PROJECT BOUNDARIES WHERE GRUBB/NC OR CLEARING IS TO OCCUR IN ORDER TO MINIMIZE MOVEMENT OF RODENTS AND SNAKES INTO TH£ SURROUND/NC, EXISTING NEIGHBORHOODS, APPLICANT SHALL ENSURE ALSO THAT A BIOLOGIST IS ON SITE DURING THESE ACTIV/71£5 TO CAPTURE AND REMOVE SNAKES. ADDITIONALLY, TH£ APPLICANT SHALL IN/TIA TE GRUBBING OR CLEAR/NC FROM THE PERIMETER OF Tl-IE SITE INWARD TO TH£ SIT£ WHEN SUC/-1 ACTIVITY WILL OCCUR ADJACENT TO EXIST/NC HOMES. 24. DEVELOPER SHALL PROV/OE TO Tl-IE CITY £NC/NEER, AN ACCEPTABLE MEANS, CC&RS OR/AND OTHER RECORD DOCUMENT, FOR MAINTAIN/NC TH£ PRIVATE EASEMENTS WITHIN THE SUBDIVISION AND ALL TH£ PR/VA 1£ IMPROVEMENTS.· STREETS, SIDEWALKS, STREET LIGHTS, AND STORM DRAIN FACILITIES LOCATED THEREIN ANO TO DISTRIBUTE TH£ COSTS OF SUCH MAINTENANCE IN A EQUITABLE MANNER AMONG TH£ OWNERS OF TH£ PROPERTIES WITHIN TH£ SUBDIVISION. BUILT" 25. UPON COMPLETION OF GRADING, DEVELOPER SHALL FILE AN "AS-GRADED" CEDLDCIC PLAN /'I/TH Tl-IE CITY ENGINEER. ff/£ PLAN SHALL CLEARLY SHOW ALL TH£ GEOLOGY AS EXPOSED BY THE GRADING OPERA T/DN, ALL GEOLOGIC CORRECTIVE MEASURES AS ACTUALLY CONSTRUCTED AND MUST BE BASED ON A CONTOUR MAP, WI-I/Cf/ REPRESENTS BOTH TH£ PRE ANO POST SITE GRADING. THE PLAN SHALL 8£ SIGNED BY BOTH Tl-/£ SOILS £NC/NEER ANO Tf/E ENC/NEER/NC CEDLDC/ST, ANO SHALL 8£ SUBMITTED ON A 24" X J6" MYLAR DR SIMILAR DRAFT/NC FILM FORMAT SUITABLE FDR A PERMANENT RECORD. 26. PRIOR TD BLASTING, A BLAST/NC SCHEDULE SHALL BE APPROVED BY TH£ CITY ENGINEER. 27. THE BLAST/NC CONTRACTOR SHALL NOTIFY Tl-IE CARLSBAD POLICE DEPARTMENT ANO THE COUNTY SHER!fF'.S' DEPARTMENT PRIOR TD COMMENCING BLAST/NC ACTIV/fl[S. 28. TH£ PROPER TY OWNER SHALL GIVE A ON£ -TIM£ ND TIC£ IN WRIT/NC TD RESIDENCES ANO BUSINESSES Hill/IN 600 FEET OF A POTENTIAL MAJOR BLAST LOCATION. Tf/£ NOTICE SHALL 0/CSLDSE THE ANTICIPATED BLASf!NC SCHEDULE ANO PRDV/0£ A CONTACT PHONE NUMBER FDR THE BLAST/NC CONTRACTOR. 29. A PRE-BLAST INSPECTION OF EXIST/NC STRUCTURES SHALL BE CONDUCTED HITHIN JOO FEET OF ANY PROPOSED DETONATION BY AN INSPECTOR APPROVED BY TH£ CARLSBAD POLICE DEPARTMENT, TH£ SAN DIEGO COUNTY SHERIFF'S DEPARTMENT, ANO TH[ CITY OF CARLSBAD BUILD/NC DEPARTMENT. Ja A BLASTING REPORT SHALL 8£ SUBMITTED TD TH£ CITY ENGINEER PRIOR TD ANY BLASTING ACTIVITES. THE REPORT SHALL CONFORM TD THE SAN DIEGO COUNTY BLASTING ORDINANCE (DIVISION 5, TITLE J, SECTION J5) ANO VIBRATION STANDARDS PROMULGATED BY TH£ U.S. BUREAU OF MINES. \ /,-.. \ '\ \ \ \ •. JI. A PRECDNS!RUCT/DN MEETING SHALL 8£ HELD AT Tf/£ SITE PRIOR TD THE BECINNINC OF WORK ANO SHALL BE ATTENDED BY TH[ ARCHAEOLOGIST, PALEONTOLOGIST, BIOLOGIST, PROJECT PLANNER, PROJECT ENC/NEER, ENC/NEER OF WORK, ANO NATIVE AMERICAN MONITOR. TH£ CONTRACTOR SHALL SCHEDULE THE MEET/NC BY CALL/NC (160) 4J8-J891 AT LEAST FIVE (5) WORK/NC DAYS PRIOR TO START/NC CONS/RUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEDULING. TH[ GRADING PERMIT WILL BE PROV/OED BY THE PROJECT INSPECTOR AT THE MEETING. \. <J <l j I CTOP OF CURB F:°'--1"1--=-2..__•"-.µ1 °1 )Ri'ONT VIEW) 520-C-2500 CONCRETE TOP OF SPILLWAY {I CURB ---)90£ VIEWI FLOW LIN[ • . . , I ,, 8 [ ... ' "' ·.·•-~ MIN. ,;j /. ~ • , . . RIP-RAP 5' x 5' x /' · • THICK, ND. J BACKING I 8" I OVER MIRAFI 140N DR ~IN.-J EQUAL FIL TER BLANKET DETAIL -CONC. SPILLWAY IN LANDSCAPING I NOT TO SCALE I I )~ L'.l <J 12" BUILDING SLAB/ FOUNDATION --POLYURETHANE SEALANT APPLIED AFTER REMOVAL OF PVC REMOVABLE JOINT CAP 12" ~-,fJ BAR@ 18" 0.C. W/ ENO@ HARO.SCAPE WRAPPED W/TEFLON TAPE TD ALLOW HORIZ MOVEMENT A 4 · ~-r--4" THK. CONC. HARDSCAPE SLAB WITH # 3's @ 18" 0.C. o/ 6" AGGREGATE BASE U.O.N. SEE SOILS REPORT ...__ ____ -3/8" FIBER EXPANSION MATERIAL NOTE: PROVIDE EXPANSION JOINT EVERY 20'-0" 0.C., MAX. DETAIL -TYPICAL EXPANSION CONTROL JOINT BU/LO/NG FOOTING CONSTRUCTED BY OTHERS NOT TO SCALE BENCHMARK \ ' .. \\ \ NOTE!! ELECTRONIC DATA RLES ARE FOR Kt.ftRENCE ONLY ANO ARE NOT TO BE {JSE[) FOR HORIZONTAL OR QrESS1 ff} , ~ DESIGNED BY: J.T .• N.F.AM. DATE: JANUARY 2012 DRAWN BY: G.M •• J.S. SCALE: 1'S SHOWN PROJECT MGR.: _Tw,C~. --JOB NO.: 101290 03 TIMOT' ';( 0. CARROLL, JR. 3/,/s- DTE DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215" IN CURB ii£ST SIDE OF COMMUNITY LDT LOCATION: COMMUNITY PARK/NC LDT NORTH OF CAMINO OE LOS CDCHES ANO EAST OF CALLE TIM/TED. SET IN CURB ON ii£ST SIDE OF PARK/NC LOT, 104 FT Ri'DM SDUTH/i£ST£RL Y CORNER OF RESTROOMS C,,)-...; e,.,, --,__ ,:p ;z:. "' "' 'ff:RTICAL Sl/R'ff:Y CONTROi. \i NO. 55381 S;J * * u'"f): Cl V \ \. ft.~"<' <or CALl~0 l: \001017\_Commerckil\Grodiny\1090PG02-Key-CC2.dwg Jul 10, 201J 10: 44um 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-9J1 -6680 ODayConsultants.com Civil Engineering Planning Processing Surveying ~---------------l RCE f 381 EXP. 12/3 /14 ENGINEER OF WORK; ~ /") #/ ,.,-._____~ TIMOTHY O. CARROLL. JR. Xrefa; 1090PG; 1090PGRD-Controctor-CC2; 1090NUfl; 1090AN; 1090PMAP-CC2; 1090PSTR: 1017!P0I; 1090PGLY; 1090rGR0; 1090NGR0-Controdor-PH2: 1090FMAP; 1090FUfL: 1090FSJR: 10177SIR: 1090KGR0; 1090KUR: 1090f'GRD-0S ADO DETAIL, REVIS£ SHEET INDEX RECORD FROM: R.0.5. ND. 17271 (PT. ND. 11) DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ELEVATION: 173.24 DATUM: NGVO 1929 .:.:., ::--::::_ -----.....:.:.:::;·:::.:...._. -;.;;.;-/--:_-_-- .:.:.:----·-· KEY MAP SCALE /" -200' KEY LEGEND SE/i£R LINE. .. .. • .. .. .. . . -S-- SE/i£R MANHOLE. . . . . . . . . . . 0 WATER LINE .............. -W-- FIRE HYDRANT. . • • • . . • • • • . • - STREET LICHT. . . . . . . . . • . . a STORM DRAIN. . . . . . . . . . . . --SO--- LDT NUMBER.............. @ SHEET INDEX SHEET NO. I 2 J &: J2 4-17 18-JI JJ J4-51 52-54 2 DESCRIPTION TITLE SHEET NOTES, KEY MAP DETAILS GRAD/NC PLAN STORM DRAIN PLAN PAVEMENT PLAN RETAIN/NC WAIL PLAN MASONRY WALL NOTES/DETAILS /4 N 6' c.c. BIDRETENTION AREA /#/ERE SHDIW ON PLAN 5' SIDEWALK DATE ~1? <9 SDRSD 0-25 MOO. OUTLET 'P-<> <'.:<-,t.-1#/ERE SHDIW ON PLAN ;,;,;4-I • 7 I.OX MIN. 0£TA/L -MOO/F/£0 0-25 SEE SDRSD FDR ADDITIONAL SPECIF/CATIONS NOT TO SCALE INITIAL DATE INITIAL LA COSTA TOWN SQUARE COMMERCIAL A_ ~ 1/zq/43._ AP~D~7wa.,K.~~/ .. E_s_K_1 ___ _ CIT ENGINEER PE 41204 EXPIRES 3/31/15 ifATE DWN BY: Cf/.:.--PROJECT NO. DRAWING NO. OTHER APPROVAL CITY APPROVAL ~~~g ~~: ~-C. T. 01-09 409-4C I I ' CAST-IN PLACE C/JR8 ANO C/JTTER /If TH LOCAL DEPRESSION AT INLET BY -;;f' SIZE PER PLAN CONTRACTOR -:_,,-· -o /""' ENERGY 0/SS/PA T/ON ~ ( ROCK LA 'fER C/JR8 1,,----..-,'-===--,ir----..;•-.--. INLET, -,,,. _., VARIES .... · -....,.;;;.; .· .. ·-. '.· .. -<-: .. :; ;.:~\./·; ~• TO 6' THROAT-__,. "-"I~ OPENING /4 00/IH BARS (I 12· o.c. SECTION URBAN GR££N NOTES GENERAL NOTES PERFORATED /JNOERORAIN SYSTEM URBAN GREEN NOT TO SCALE /_ CONTECH TO PROV/OE ALL MATERIALS UNLESS NOTED OTHERWISE • <c • _, <::, .., _, .... 2 PLANT IS S/JPPLIEO BY CONTECH & DELIVERED AT TIME OF SYSTEM ACTIVATION PLANT SELECTION SHALL BE DONE BY Tf/E ENGINEER OF RECORD IN ACCORDANCE WITH THE PROJECT PLANS ANO SPECIF/CA T/ONS. J. DIMENSIONS MARKED WITf/ (} ARE REFERENCE DIMENSIONS. ACT/JAL DIMENSIONS MAY VARY. 4. FOR FABRICA T/ON DRAWINGS WITH DETAILED VAULT DIMENSIONS ANO WEIGHTS, PLEASE CONTACT YOUR CONTECH REPRESENTATIVE WW'II.CONTECHES.COM 5. URBANGREEN B/OFILTER WATER 0/JALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DA TA ANO INFORMA T/ON CONTAINED IN Tf//S ORA WING. 6. STR/JCTURE SHALL MEET JOO PSF PEDESTRIAN LOAD RA TING WITfl HS20 SURCHARGE MANHOLE COVERS SHALL MEET AASHTO MJ06. 7. AL TERNA TE UNI TS [ } ARE MILLIMETERS UNLESS NO TEO O Tf/ERWISE INSTALLA T/ON NOTES A, ANY S/J8-8ASE, BACKFILL DEPTH, ANO/OR ANTI-FLOTA T/ON PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. , 8. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFT/NC ANO REACH CAPACITY TO I LIFT AND SET Tf/E URBANGREEN BIOFILTER VAULT (LIFTING CLUTCHES PROVIDED). \_ SPREADER BAR WITH SUFFICIENT CABLE IS REOUIREO FOR SAFETY AND RED/JCT/ON OF C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL VA/JLT SECTIONS AND ASSEMBLE VAULT ( DAMAGE TO CONCRETE STR/JCT/JRE D. CONTRACTOR TO PROVIDE ANO INSTALL OUTLET PIPE ¢3" {76mm} SCH 40 PVC COUPLING CAST-IN TO WALL FOR OUTlET PIPE CONNECTION E CONTRACTOR TO SUPPLY ANO INSTALL INLET PROTECTION BAR IF REQUIRED BY LOCAL JURISDICTION F. CONTRACTOR TO TAKE APPROPRIATE MEAS/JRES TO PROTECT BIOF/LTRATION AND OUTLET BAY FROM CONSTRUC TION-RELATEO EROSION RUNOFF. G. CONTECH JS RESPONSIBLE FOR ACTIVATION OF Tf/E SYSTEM ANO PLANTING OF Tf/E PLANT THAT IS SPECIFIED. ACT/VA !ION ONLY OCCURS WHEN THE SITE IS FULLY STABILIZED, FINAL PAVEMENT INSTALLED ANO SWEPT CLEAN OF CONSTR/JCTION SEDIMENT: fl ALL 8/0FILTER /JNITS MUST BE WATERED BY !RR/CATION LINES OR SPRINKLER SYSTEMS ON A REGULAR BASIS. EACH BIOFIL TER UNIT INCLUDES /RR/CAT/ON HOLES FOR NEW OR EXIST/NC /RR/CAT/ON LINES. 2 JJJ.6 T/f JJJ,55 FS ------------ FF 333.7 r .l DETAIL 'K' (SHEET 10) SCALE· I• = 10' I Fli'ONT vfEW I STORM:---.! DRAIN IS/OE vfEWI 10" STORM DRAIN n CONCRETE HEADWALL ) • RIP-RAP PER 0-40 \ 6° MIN r TYPE 2 5' x 5' x /' Tf//CK, NO. 3 BACK/NC , --CONCRETE SHALL BE 560-C-3250 1-----24" __j DETAIL -ROOF DRAIN OUTLET HEADWALL NOT TO SCALE J' I • I" 7 . I . ]Jr • • ' DETAIL 3' MD£ CROSS-GUTTER NOT TO SCALE I : 5' • I 25' • 25' 1"7 .. · .. ~7" 560-C-3250 CONCRETE . . ... ' DETAIL ·j/ t. ' . • • 4 .. • • .::I ·• • 5' MDE CROSS-GUTTER NOT TO SCALE C/JRB 12" H 4° CONCRETE OVER A.B. PEIi SOILS ENC/NEEi/ 1/ECOMMENDA T/ON H/W 10' 53' 44' R/W 10' 53' 44' 2% >--=-=----n 2%-0.41% . g' 126' Ii. I ' ' 53' g' EXISTING HANCHO SANTA FE HOAD STA. 169+45.27 TO STA. 174+30 STA. 178+87.31 TO STA. 181+30 STA. 186+26.58 TO STA. 190+50 NO SCALE /36'-137' ( 63' g' I g' I I I I ' 2% - R/W 50 SETBACK 44' 5.5' VAIi/ES VAIi/ES 11/W 50' SETBACK /0'-11' 44' 10' 5.5' VARIES VARIES PARKING STALL CONCRETE WALK I 2x 2% JI=========~~~~=====-===-~~~~=~==========t~ -2% -I u========------------===-------------'("'\__ <-,, )------------~--------------------------r / /' ., / PROPOSED ROOF DRAIN RIP-RAP PER 0-40 TYPE 2 5' x 5' x /' THICK, NO. 3 BACK/NC I! 12" 8U/OLINC WALL PER SEPARATE PERMIT FINISH FLOOR DETAIL -ROOF DRAIN OUTLET@ BUILDING NOT TO SCAJ.£ 331.02 TC I. JJf85 WALL PER C C/JARORAIL ARCHITECT PLAN rs 8 RAMP (I 1.8% r / Ill ---1 I I FF 336.35 4.15% FS ~::f-,1,JJtt18FF=334. 9 :&1.86 T/f .lJ2.86 IT RETAIN/NC/TRASH ENCLOS/JRE WALL ..0-,rs9 PER STR/JCTllRAL Qp. PLAN -JJ4.f!l" ________________________ _ FS FF 334.9 DETAIL 'J' (SHEET 10) SCALE· I• = 10' NOT TO SCALE /0' /0' 2' 1,//N. GRADED SWALE@ TOP OF SLOPE NOT TO SCALE SECTION 'M-M' CONSTR/JCTION LIMIT LINE ELEV. < PAD ELEV. -f 0.5' I ELEV. > PAD ELEV. -f 0.5' I PLAN VIEW TYPICAL PAO GRADING FOR FUTURE BUILDING & IMPROVEMENTS CONSTRUCTED BY OTHERS NOT TO SCALE _jM PROPOSED ENHANCED ' PAV/NC AND LANDSCAPE EXIST. A. C. PAVEMENT OVER PCC SIDEWALK Cf/USHEO ACCRECATE BASE 0 EXIST. 8° TYPE '8-1' C/JRB PEIi OWG. NO. 368-2 ;z°loo!tE~JrrE'fPE EXIST/NC RANCHO SANTA FE HOAP STA. 167+60 TO STA. 169+45.27 STA, 174+30 TO STA. 178+87.31 STA. 181+30 TO STA. 186+26.58 NO SCAJ.£ 11/W 11/W Pf/OPOSEO WIDEN/NC EXISTING LA COSTA AVE. STA. 130+80 TO STA. 139+50 NO SCALE 84' 'c' ,,,,~ ,;r,+1---'-- 32' q_ 32' 10' I ,J').,,.,: ~ s Pf/OPOSEO SIDEWALK PROPOSED CURB ct CUTTE/1 EXIST/NC LA COSTA AVE. STA. 123+29 TO STA. 130+80 NO SCA/.£ 11/W SEE SHEET 32 FOR ADDITIONAL DETAILS GRADING PLAN FOR: SHEETS 54 NOTE!! EL£CTRCAVIC OATA RL£S ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR c~~;?,, DESIGNED BY: J.T.,N.F.AM. DATE: JANUARY 2012 DRAWN BY: G.M., J.S. SCALE: Afi SHOWN PROJECT MGR.: T.C, JOB NO.: 101290-03 "AS BUILT" TIM~Cc~. _3/~~ ATE Rc 7,,-,5381 EXP. 12/3,//14 BENCHMARK DESCRIPTION: 2 1/2" 0/SC STAMPED "CLSB-011 LS 62/5" IN C/JR8 WEST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTf/ OF CAMINO OE LOS CO.CHES ANO EAST OF CALLE TIM/TEO. SET IN C/JRB ON WEST SIDE OF PARK/NC LOT, /04 FT FROM SOUTf/WESTERL Y CORNER OF RESTROOMS TC-As-Bu/LT LA COSTA TOWN SQUARE COMMERCIAL AP;JiD:XE~ £~=P=r::_s_K1 ____ -7j_,z,.qh_ VERllCAl SUR~Y CONTROL 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning ~---C:4/-RE', IEWE\1 (r,Y(i)_vr}j Carlsbad, California 92010 Processing 7P0-931-7700 Surveying DATE,r_/;0/,3 L1roo V _g/11Hf-•Fox: 760-931-8680 . ' OO□yC□nsu!tonts,com ~RROLL,JR.-RCE: 55381 INSPECTOR DTE RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11} ELEVATION: 173.24 DATUM: NOVO 1929 CIT ENGINEER PE 41204 EXPIRES 3/31/15 DATE II '6 /2 TC 1 AOO TYPICAL CRAOINC DETAIL, AOO DETAILS 'J' Jr 'K' DATE INIT!AL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: ---PROJECT NO. DRAWING NO. ~~~g ~~: vl__ C. T. O 1-09 409-4C I: \001017\_Commerciol\Gryding\1,09DPG0J-Detoils-CC2.dwg Jµ~ 19, 201J 11; 41orn ,. Xrafs: 10iWPG: 1090AN: 1090PGRD-Cori\roclor-CC2; 1090PU1l -CC2: 1090PM/\P-CC2: 1017ri-'01: 1090?G--rXT-CC2; 1090PU fL-CC2-Lights 2 . i ' ! -~- ·.....::. -·-·, . o· 5' 20' ---- NOTES 10 / SCALE: 40' /, TRASH ENCLOSIIRE PER CARLSBAO STD. owe CS-16. 0.5% MAX ACROSS PAO. ' 2 SEE ARCHITECTURAL PLAN FOR ALL HAROSCAPE, STEPS. HANQRAILS ANO STOOP DETAILS. ' J. 20% MAX ACROSS HANO/CAP PARKING SPACES IN ALL 0/RECTIONS. MAINTAIN 5.0% MAX SLOP£ AT GUTTERS. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE I/SEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL I: \001017\_Cummerckll\Groding\CC5\1090PG04-CC5.dwg N.ov 01, 2013 1 0: 07om BMP TABLE O[SCRIPTION 8/0RETENTION fLOW-THROIICH PLANTER (IIR8AN GREEN 8/0f/LTER) 01/ANTITY J EA, 2 EA, SEE SHE'IT 3:::> POR ADA NOTESjPETAlL..'::> STORM DRAIN -SEE SHEET 18 2710 Loker Avenue West Suite 100 Corlsbod, California 92010 760-931-7700 Fox: 760-931-8660 ODayConsullonls.com Civil Engirniering Planning Processing Surveying DESIGNED BY: J,LNS,A.M. DATE: JANUARY 2012 DRAWN BY: G.t,t, J.S. SCALE: 1 • = 20' PROJECT MGR.: _T=.C,,____ JOB NO.: 101290 03 ~:: ~UILT" .r-------'-~-;i3/4- TIMOTHY 0. CARROLL, JR DATE r--------------1 RCE ~~381 EXP, 12/ 1/14 ENGINEER OF WORK: ~::::::=_Ct£ DATE: TIMOTHY 0. CARROLL. JR. RCE: 55381 INSPECTOR Xr~fa: 1090PG: l090PGRD-CC5: 1090PU IL-CC5; 1090PMAP-CC5: 1090PS1R; 1017 IP01-Comrn; 1090FGRD; 1090PGRll-CC5-Pfl2: 1090FMAP: 1090FU fl: 1090FSTR: H.l90KGIW: 1090KUTL: 1090PGRD-0S; 1090PG-TX r-ccs; 1 01771.J IL-Comm; 10'.0PU IL-CC5-PH2: 1090PG-rx r-CC5-Pfl2: 1090PMAP-BDY BENCHMARK DESCRIPTION: 2 1/2" 0/SC STAMPED "CLSB-011 LS 6215" IN CURB WEST 510£ OF COMM/IN/TY LOT LOCATION: COMM/IN/TY PARK/NC LOT NORTH OF CAMINO 0£ LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN Cl/RB ON WEST 5/0£ OF PARK/NC LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) ELEVATION: 173.24 DATUM: NCvD 1929 / ·' / ,A SEE SHEET 9 I t I -- J40 , ij-_ .-.. "'· ' / ii '0 ~ '<i' "l ~ 4:~~ ri4 / 5 r----------1---i-----------------jf-------l----l--_j___J I SH4EET I CITY OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 55 ~c.='RAO=vM==G~A==:(A==N=A=vR.=.,=========~~~ AS-8U!L THIS SHEET REPLACES SHEET 4 APPROW 7. '29 13. Rfl1SE GRADING, PARKING, BASINS 5 '8. 13 TC THIS SHEET REPLACES SHEET 4 ORIG/NALLY APPRO'IEO II '29 12 R£"1S£ GRADING, PARKING, 81//LO/NGS, BASINS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INrrlAL OTHER APPROVAL CITY APPROVAL LA COSTA TOWN SOUAR£ COMMERCIAL APP~ED)(v~· ~'=-~E=S=K=I ~~~-~ t/-B-l.3 c1f'~EER PE 41204 EXPIRES 3/31/15 DATE g~~D B~~:srr-PROJECT NO. DRAWING NO. RVWD BY C. T. 01-09 409-4C .,::.. 0 """' ,C11 U1 0 06111 o· 5' 20' 10 40' SCALE: 1" = 20' BMP TABLE 0[SCRIPTI0N 01/ANTITY 8/0RETENT/ON 8 £A. ?-o TOP OF \ ..o/J''° a CURB\ OPENING IN MASONRY ~'(, IR?ONT 11EWI ,p -<t,"" "P-WALL FOR SPILL WA Y Q\ ,.._,'r' -,,-1'"'<< 16" 24" 6"1 <._Q~ r,,i ~ 520-C-2500 MASONRY WALL I I -~ CONCRETE -~~--,: .• s-.... -. -,,'.~-_--, •. =6=1,c-" __ .. TOP OF WALL PER PLAN TOP OF SPILL WA Y,/WALL @ CURB MASONRY WALL - • WALL 7-~--- FLOW ror oFF cuRB I SIDE 11Ew I LINE roP O pLAN • pfR ~..... 6" B" ~RAP 3' x 3' X J' MIN. THICK, NO. 3 BACKING OVER MIRAFI 140N OR EQUAL Fil TER BLANKET DETAIL -SPILLWAY/MASONRY WALL NOT TO SCALE NOTES 1. TRASH ENCLOSURE PER CARLSBAD STD. OWG CS-16, 0.5}( MAX ACROSS PAO. 2 SEE ARCHITECTURAL PLAN FOR ALL HAROSCAPE, STEPS, HANDRAILS ANO STOOP DETAILS. 3. 20:t MAX ACROSS HANO/CAP PARK/NC SPACES IN ALL DIRECTIONS. MAINTAIN 5.0% MAX SLOPE AT CUTTERS. NOTF!! ELEC!l?ONIC DATA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VER77CAL SURVEY CON!l?OL I: \001017\_Commerciol\Groding\CC7\1090PG05-CC7.dwg Dec 20, 2013 12: 28pm 2 2710 Loker Avenue West Suite 100 Carlsbad, Cotifornio 92010 760-931-7700 fox: 760-931-8680 ODayConsultonts,com Civil Engineering Planning Processing Surveying ,iii) 1i'l\e, 4'\ SEE SHEET 9 DESIGNED BY: J.T.,N.F.AM. DATE: JANUARY 2012 DRAWN BY: G.M .• J.S. SCALE: 1" -20' PROJECT MGR.: __,J.,,..C~, __ JOB NO.: 101290 03 ENGINEER OF WORK: -~Cl1 DATE: 11/Wi~ TIMOTHY O. CARROLL. JR. RCE: 55381 Xref~: 1090PC; l090PGRD-CC6; I090PV fl-CC6: T090PMAP-CC6: IOSOPS IR: 10I7 IPOJ · Comm; I 090PGRQ-0S; 1090PG-rx r-cco: 10177V fL-Comm; 1090PGRD-CC6-PH2; l090puU-pM2-cc2: 1090PG-rx r-CC6-PJ-12; I090PMAP-BDY: 1090AN /I t.._ __ _ ( STORM DRAIN SEE SHEET 19) DATE INSPECTOR 3.9% ~ JJJ.50 TC ----- BENCHMARK DESCRIPTION: 2 1/2" 0/SC STAMPED "CLSB-0/1 LS 6215" IN CURB lf'EST SIOE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON /f'EST S/OE OF PARK/NC LOT, 104 FT FROM SOUTH/f'ESTERL Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) ELEVATION: 173.24 DATUM: NOVO 1929 u '• RANCHO SANTA FE ROAD _i..,_ (0WG,_J/!2,_ 409-4)_ 2:1 MAX. ,· '//f-~-; MOOIF/IEOYYPE 'a' BROW£//TCH--11--_ (DEPTH/VARIES~ 0.5' TO/JJ:/) 340 . . -RW-- -:,,~J51-, C ,....,..-..; 2 1-----1----+-------------l-----l----1------l------l LI S==H~EET::::..'::I =C=IT::::::Y==O=F=C=A=R=L=S=B=A=D~;::::SH~EEiTS:;(I r-ENGINEERING DEPARTMENT CPADINC PLAN FOR: 7. '29 73. DELETE CONC. WALK, AOO WALL SPILLWAY DETAIL 5. '8. 73 TC THIS SHEET REPLACES SHEET 5 ORIO/NALLY APPROVED 11 '29. 72 REl1SE CRAOINC, WALLS, PARK/NC, BASINS DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LA COSTA TOWN SOUAR£ COMMERCIAL APP G' ED:)l-EN '. V ~~I CIT ENGINEER PE 41204 EXPIRES 3/31/15 DWN BY: <t( CHKD BY: RVWD BY: PROJECT NO. C.T. 01-09 rt•~•l!J DATE DRAWING NO. 409-4C 010611 iitTcuHr&currcH·· 'PROVEMENT PLAN 10. 409-4 ..,...-- 5' 'E MEAN. 'ER/NG-- SIDEWALK 7-· ----- / 350---~--;--.cs..._" 2:1 MAX c/j 0 NOTES I. TRASH ENCLOSURE PER CARLSBAD STD. owe GS-16, 0.5% MAX ACROS.S PAO. 2 SE£ ARCHITECTURAL PLAN FOR ALL HAROSCAPE, STEPS, HANDRAILS ANO STOOP DETAILS. 3. 20% MAX ACROSS HANDICAP PARKING SPACES IN ALL DIRECTIONS. MAINTAIN 5.0X MAX SLOP£ AT GIJTTERS. NQTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL I: \001017\ __ Commerciul\Grading\CC7\1090PC06-CC7.d·,.g Dec 20, 201 J 2: 04pm ---RIY---- 339.57 FS/TW J 7.' >.: / b \ \ ,.. ", \ . ",t''~;> 0 :<:"' . ·"" '<;;' /, "' Ill J'>"o C'7,9~A~A'Jt.-Jf""'(,; ·re ,.357.70 . ·' ·'"'-5 ~ ! RE, CLEANOUT : , REMOVE £XIS[' STORM DRAIN :---- v-'v-""_(3.~o.O~-:=----SiOE~A{K I Jif'J£Ari#7t};17A,v ::=------~b::___ y-"\...--,J___: 41AP 2; iiiif ! . 1 ~--·· -- "1' I ' ' ' j ~~.G~l....,.v-.:i;;.. G> · 'r,,_ \418:-M •. ':,,g]C ; tg----. -:.Ji,. ,,.....,.......,.----v~ -~ · T · -.::::-,;:-, ---tr<=. 'C' ~ ------/ ·' ,ii'}/~·:, / I:·/ -•· l~ -~-. /26' · ' 150 ' <} :~~ -\ti i / . ------",~;" -n1 ~"!2-" -..p --' r---\ .. ,,_J:I:c44,.,. ,_., .. • I "<8 ,:;_ · --...-,;,'f . "'" ;c of :1;;5 ' ·. ' J \ Io C\<:) l"--.:.! ; 1;\,e,l __ ,•\c FUT/IRE fF=J#.8 PAO=J,f,f.()5 GRADE PAO PER T'!PICAL . DETAIL ON SHEET ..t FUT/IRE BLOG. & IMPROVEMENTS TO 8E CONSTRUCTED er OlHERS. CONTRACTOR TO IMPLEMENT· ... EROSION CONTROL MEASURES., PER SI/PPP. . 'ETA T 32 SEE SHEET 10 2 ··"""'"- ~~~;--•·-c. ,i,~ PJ,C & TEMPO. ..4 "PERF. PIP£ FILTRATION SOCK A; :<_.":-:ij/- ·; . ~-·Q. . 'l:' .. I 40' J'.;o ---- I 2 (sEE ADA NOTES & DETAILS ON SHEET 33) STORM DRAIN -SEE SHEET 20 1----1------1--------------+----+---'~-l---l I sH6EET I CITY OF CARLSBAD SHEETS ~:::::::=.:::::=:::::E:::N:::Gl::::N:::EE:::R:::IN:::G=D:::E:::P:::AR:::T:=M:::EN:::T==~=;;5::;5;:;;(I CRAOINC PLAN FOR: 2710 Loker Avenue West Suito 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8660 ODayCom1ultonh1.com Civil Engineering Plonning Processing Surveying DESIGNED BY: J.T .• N.F.AM. DATE: JANUARY 2012 DRAWN BY: G.M., J.S. SCALE: 1" -20' PROJECT MGR.: ~T=,c~, --JOB NO.: 101290-03 ENGINEER OF WORK: "AS BUILT" ~Q TIMOTHY 0. CARROLL, JR. 1----------------1 RCE / 381 EXP. 12/31/14 ' ' ~C« DATE: i:i./:IP/, ") TIMOTHY 0. CARROLL, JR. RCE: 55381 BENCHMARK DESCRIPTION: 2 1/2" DISC STAMPED ·ase-011 LS 6215" IN CURB MST SIDE OF COMMUNITY /OT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO OE LOS COCH ES ANO £AST OF CAL/£ TIMI TEO. SET IN CURB ON IIEST SIDE OF PARK/NC LOT, 104 FT FROM SOUTHIIESTERLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) ELEVATION: 173.24 DATUM: NG'dJ 1929 5. '8. 13 TC DATE INITIAL ENGINEER OF WORK 1/>-BUliT THIS SHEET REPLACES SHEET 6 APPROVED 7. '29 12 DELETE STAIRS, REVIS£ PAO 12 DELETE CONC. WALK, ENTRY PAVING ADJUST CONTOURS, REVIS£ CURB, DELETE WALL THIS SHEET REPLACES SHEET 6 ORIG/NALL Y APPROVED fl '29. 12 REVISE GRAD/NC, PARK/NC, WALLS, 8U/LOING , BASINS DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CIT( APPROVAL LA COSTA TOWN SQUARE COMMERCIAL GL_::N_,K;_ VAN~...,n'::SK'. ~ ~ t'Z,2"·/3 CITY NGINEER PE 41204 E IRE-S-3~/~31-/~15--DATE DWN BY: ~--PROJECT NO. CHKD BY:~ CT. Of 09 RVWD BY: • • - DRAWING NO. 409-4C Xrers: 10!:I0PUIL-CC6; Hl90PMAP-CC6; 1090PSIH; 1017rP0I-Cornm: 10177SIR: 1090PGR0-0S: 1090PG-TXf-CC6; 10177UrL-Comrn; 1090pulJ-ph2-cc2; 1090PGR0-CC6; 1090PG; 1090PMAP-8DY 010 1lf C :E en G) 0~ .... 0 U1 ICD U1 ~ n -- PER TYPICAL I SHEET J, -- 1' IMPROVEMENTS 1CTEO BY OTHERS. ) IMPLEMENT- 'OL MEASIJRES NOTES -- /, TRASH ENCLOSURE PER CARLSBAD STD. OWG CS-16, 0.5% MAX ACROSS PAO. 2 SEE ARCHITECTURAL PLAN FOR ALL HAROSCAPE, STEPS. HANDRAILS ANO STOOP DETAILS. J, 20% MAX ACROSS HANO/CAP PARKING SPACES IN ALL 0/RECl/ONS. MAINTAIN 5.0% MAX SLOPE AT WTTERS. NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR vERTICAL SURvEY CONTROL I: \001017\_Comrnerciol\Grading\CC7\1090PG07-CC7.dwg Dec 20, 201J T: J1 pm - -- ~~---, > ', -.. ::~-~ - -' SEE SHEET 11 ( STORM DRAIN SEE SHEET 21) ~ BUILT" c~~;;?,s DESIGNED BY: J.T.,N.F.AM. DATE: JANUARY 2012 DRAWN BY: G.M .• J.S. SCALE: 1· = 20· -~L 2~L PROJECT MGR.: LC, JOB NO.: 101290-03 TIMO~ 0. CARROLL. ~R. -ffi RCE '1381 EXP. 12/31/14 2710 Loker Avenue West Civil Engineering e;i;l~4~ ENGINEER OF WORK: Suite 100 Planning ~Cd Corlsbod, California 92010 Processing DATE: / a/2o/i 2 760-931-7700 Surveying Fox: 760-931-8680 ODayConsultanls.com TIMOTHY 0. CARROLL, JR. RCE: 5531l1 INSPECTOR ATE Xrefs: 109QPG: 1090putl-cc6; 1090pmop-cc6: 1090PS fR; 1017 [POI-Comm; 1090FGR0: 1090PGRD-CC6-PH2; 1090FU TL: 1090FS IR; 1090KCRD; 1090KU fl: 1090PGR0-0S; 1090PG-rx r -CC6; 10177U fl-Comm; 1090PU rL-CC6-Hl2: l090PG-rx r-cC6-PH2: 1090PCRD-CC6: 1090P.\tAP-8DY BENCHMARK DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 62/5" IN CURB #EST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON #EST SIDE OF PARK/NC LOT, 104 FT FROM SOUIH/fESTERL Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 {PT. NO. 71} ELEVATION: 17124 DATUM: NGl/0 1929 BMP TABLE OESCH/PT/ON BIOR£T£NTION HYOROJ.100/FICATION FACILITY (FIJTIJR£) FLOW-THROIJGH PLANT£R (F/JTIJR£) IJRBAN GR(EN FIL {ER QI/ANT/TY 2 £A. 1 £A, I £A. 2 I 7 o' 5' 20' 10 SCALE: 1" = 20' 188 0 . . STORM DRAIN EASEMEN PER FINAL MAP • ~--..:: ---~ -Si --==-~=------- • 40' ~ ~STORM DRAIN P£R "' --_--=:=--=:__--=-.:c _-'fJ~ ~-==_ ~ "' 1 "" IMPROvEMENT PLAN "' 475_2 -- ~ ( ~-'-------~'----~~ \ SEE SECTION AT Hl(lHT t. 382.0 TW 380.0 TW SEE GRADING PLAN owe. 475-2A PAD=J736 / I CONNECT WALL SUBORAIN I I u If. ~ '°<'A I SOUND WALL \ >f' P/ ,,, 1 P£R GRADING ,...,, I PLAN 475-28 \ , J ptAN ~:II 8/0RETETION :--~k \ BASIN 'V ~ SECTION '£-£' NOT TO SCALE -- I \ \ \ ~ ~=~ 2 l---+--+------------+---t-----i---t----11 SH7EET I CITY OF CARLSBAD SH5EET5S ENGINEERING DEPARTMENT ::=C.='RA!J:::::::VM=C:-'A=tA=N=A:::DR.~:::::::::=::::::::::=::::::::::::::::::::::::::::==~~~ Tc.. AS-131/llT TC THIS SHEET REPLACES SHEET 7 APPROVED 1 '29 73, DELETE CONC. WALK, REWSE ENTRY PAWNC. REWSE PAO 12 GRADING 5 '8 73 TC THIS SHEET REPLACES SHEET 7 ORIG/NALLY APPROVED ft '29 72 REWSE CRAOINC. SIGNS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITLI\L OTHER APPROVAL crrv APPROVAL LA COSTA TOWN SQUARE COMMERCIAL APPR~O' ~ : GI E'I ~N~~SKI. -~ ,z.,u,,,3 CITY E GINEER PE 41204 EX IRES 3/31/15 DATE DWN BY: Cf/.~ PROJECT NO. DRAWING NO. ~~~g ~~: · C. T. 01-09 409-4C I. i I I o· 5' 20' 10 40' SCALE: 1" ~ 20' NOTES /. TRASH £NCLOS/JR£ PER CARLSBAO STD. OWG CS-16, 0.5% MAX ACROSS PAO. 2. SE£ ARCHITECTURAL PLAN FOR ALL HAROSCAP£, STEPS, HANORAILS ANO STOOP OETA/lS. J. 2.0% MAX ACROSS HANO/CAP PARK/NC SPACES IN ALL 0/RECTIONS. MAINTAIN 5.0X MAX SLOP£ AT C/JTTFRS. NOTE/I ELECTRONIC OATA RLES ARE FOR RUfRfNCE ONLY ANO ARE NOT TO BE I/SEO FOR HORIZONTAL OR ~TICAL St/R'tf.'Y CONTROL l:\001017\_Commerciol\Gn1ding\1090PC08--CC2.d'llg Jul 10, 201J 3:J0pm 7 ~ 5£1; .5H&:ET :?>~ PoP. ADA NOTES/QET:l>,JL-5 c~~,s DESIGNED BY: J.T.,N.F.A.M. DATE: JANUARY 2012 DRAWN BY: G.M .• J.S. SCALE: 1· -20' PROJECT MGR.: LC, JOB NO.: 101290-03 271 0 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning ~C2tl Carlsbad, California 92010 Processing DATE: 7/cf_3 760-931-7700 Surveying Fox: 760-931-8680 ODayConsultants.com TIMOTHY 0. CARROLL. JR. RCE: 55381 ( STORM DRAIN SEE SHEET 22) "AS BUILT" ~ L-,11 -~o: ..---,.....- TIMOTHY 0. CARROLL, JR. ATE RCE 55381 EXP. 12/31/14 /l ~-~/A/CA, ~~ • /,j INSPECTOR V V D'ATE Xrefs: 1090PG; 10'.0pgrd-contrnctor-cc2: 1090putl-cc2: 10'.0pmap-cc2: 1090PSIR: I017rP01-Comm; 1090FCRD: 1090pgrd-ph2-controcl\lr·-cc2; 1090FMAP; I090FI.Jn_; 1090FSIR; I090KGR0; I090KUTL; 1090PGRD-0S; I090pg--t~t-cc2; I0177Ufl-Comm: 1090pull-ph2-cc2; 109CPUIL-CC2-Lighl, BENCHMARK ~>". '"2'-6' RAMP @8.0% SEE SHEET 12 DESCRIPTION: 2 1/2" 0/SC STAMP£0 "ClSB-011 LS 6215" IN C/JRB l'tES T S/0£ OF COMM/IN/TY LOT LOCATION: COMM/IN/TY PARK/NC LOT NORfH OF CAMINO 0£ LOS COCf/£S ANO £AST OF CALL£ TIM/TEO. SET IN C/JRB ON l'tEST S/0£ OF PARK/NC LOT, /04 FT FROM SO/JTHl'tES!ERL Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT NO. 11) ELEVATION: 173.24 DATUM: NCVO 1929 s/ ./ ./ / -~:~-~-r -,\ ~: \ ... ::. ',.,· .. -...:......· -5-~_u_~·-. M l?CA ro.,~ ~ ib • ___f -.<lio?~- Y~==¾liLI= 1·1 t+-- r2, -e,-,-J J l+-a-4¼.cm-"'O. 1/ ~ . /._,. c>.,_.,,,, __ ...;::.i ~~1,ri_o~~-..,, f----+---+--------------+---1---1--f----1 w CITJGIN~fiNG ~~~N~AD SHEETS 54 BASINS DATE INfflAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL GRADING PLAN FOR: LA COSTA TOWN SQUARE COMMERCIAL AP:m'~D2L~~SKI -2/f-'1)3- Cl~NEER PE 41204 EX-PIR_E_S_3~/3-1/_1_5_ D.l<rE DWN BY: __ _ CHKD BY:'-=(.=4,~_ RVWD BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4C 2 010614 082213 2 I o' s· 20' 10 40' SCALE: 1" = 20' 7 BMP TABLE OESCRIPTION 8/0RCTENTION (WITH HYDROMOOIFICATION) BIORCTENTION THEA TMENT ONLY FLOW-THROUGH PLANTER (URBAN GR[EN 810FILT£R) QI/ANT/TY 8 EA. ------ 2·/ MAX \ NOTES I. TRASH [NCLOSUR£ PER CARLSBAD sro. owe GS-16, 0.5X MAX ACROSS PAD. 2 5££ ARCHITECTIJRAL PLAN FOR ALL HARDSCAPE, STEPS, HANDRAILS ANO STOOP DETAILS. 3. 20X MAX ACROSS HANDICAP PARKING SPACES IN ALL DIRECTIONS. MAINTAIN 5.0X MAX SLOP£ AT GUTTERS. NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL SEE SHEET 4 :, a \? J.?O.J5 J-</ '4 I ·06' ~i\- I C 'C' w I v' ' \) '2, ~ -'' "l'\\r_, C"> ••...:;;;.. 2•! MA. ..,-c' . I I I I I I rr--:ar,:-:11 · I I I I I I ~..::_1;.:;JJ L _I _I_ J.... ,o\) I '.'i I ' (SEE ADA NOTES & DETAILS ON SHEET JJ) ------ C~~TS DESIGNED BY: J.T.,N.F.,A.M. DATE: JANUARY 2012 DRAWN BY: G.M., J.S. SCALE: 1· = 20· PROJECT MGR.: T.Q JOB NO.: 101290 03 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Plannlng Carlsbad, Califomia 92010 Processing ~-~ 760-931-7700 Surv1:1ying DATE: 12µ0/£?; Fax: 760-931-8680 A - TIMOTHY o. c~ROLL, JR. 0DayConsultants.com RCE: 55381 I: \001017\_Cammerci,;d\Groding\CC?\1090PG09-CC7.dwg Dec 20, 201 j 2: 04prn Xrefs: 1090PG; 1090PGRD-CC6; 1090PU IL-CC6; 1090PS IR; 1 01JrP01-Cvmm; 1090PGRO-OS; 10177U IL-C~mrn; 1090PU IL-CC6-PH2; 1090?G-IX f-CC6; 1090PMAP-CC6; 1090PMAP-BOY; l090PU IL -CC-4-Ughls • .Jll.5/TW · 311.,.5 FG ~ /<--.::::W:-'"' -'------ SEE SHEET 12 ( STORM DRAIN SEE SHEET 23) "AS BUILT" ~Cl! --2/pf.£ TIMOTHY 0. CARROLL. JR. ATE RCE /)5381 EXP. 12/31/14 i:3dl£0l7C xJ3dTf INSPECTOR ' c?, . \ 0 ' ' I . ' ' ' ' ' 323.0 TW 311.8 FG• SEE SHEET 5 . \ ·1 J.?9.07 TC I J2a.g5 --~----' --· . TC i _J JJJ:J7 T . _ 2J' J3 .i FfF ----326.l , . . -..;..... _\_. ,.-.:_, s-:i• ....... -- v---~'r51!-<-j\-~~p ........ <-"~% • ~"''-" C' -:j: 1U....lilft'-;:---x w ·-::-·,---- 1 SEE SHEET 13 GU, AR, 2 1-----,f------l-----------_____J>-------l-----l------l-------l I SHgEET I CITY OF CARLSBAD SHEETS ::=::::::::::::..':==:::E::::NG:::l:::::NE::E::::R:::IN::::G:::D::E::P:::AR::::T:::M:=EN::::T==~~5;;;5;::.(I BENCHMARK DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215" IN CURB !/EST SIDE OF COMMUNITY LOT COMMUNITY PARKING LOT NORTH OF CAMINO O[ LOS COCHES ANO £AST OF CALL[ T/MITEO. SET IN CURB ON !/EST SIDE OF PARKING LOT, 104 FT FROM SOUTH!IESTERL Y CORNER OF RESTROOMS R.O.S. NO. 17211 {PT NO. 11) 113.24 DATUM: NGWJ 1929 10 '28 13 TC 5 '8 13 TC DATE INITIAL ENGINEER OF WORK REVISE WALK, 0£l£7£ CONC. WALK 6 THIS SHEET REPLACES SHEET 9 APPRO'ff:0 1. '29 13. REMO'ff: BLDG 22, REVISE GRADING &-BMP THIS SHEET REPLACES SHEET 9 ORIG/NALLY APPRO'ff:D 11 '29 12 REVIS£ GRADING, PARKING, BU/LO/NG, BASINS DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL GPADING PLAN FOR: LA COSTA TOWN SOUAR£ COMMERCIAL OWN BY:-~- CHKD BY: _\Jt- RVWD BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4C II I ,I -- I Sl --'--5 -s \ J' i-,....~,,..-j~'J.1-'::.t=:.,-.=~=---~ o' s· 20' 10 40' SCALE: 1" = 20' BMP TABLE DESCRIPTION 8/0RETENTION FLOW-THROUCH PLANTER (URBAN GREEN 8/0FILTER) NQ'TES QI/ANT/Tr II EA. 5 EA. 2 ~'I:, :f o,\J "J \" \ )( \ •, ' • '(? 0 \ \ --\ 7 I. TRASH ENCLOSURE PER CARLSBAD STD. OWG GS-16, 0.5% MAX ACROSS PAO. 2. SEE ARCHITECTIJRAL PLAN FOR All HARDSCAPE, STEPS. HANDRAILS ANO STOOP DETAILS. J. 2.0% MAX ACROSS HANO/CAP PARKING SPACES IN All DIRECTIONS. MAINTAIN 5.0% MAX SLOPE AT G/JTTERS. NOTE!! El£CTRONIC OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR 'B?llCAL SIJR'ff'Y CONTROl \" 3 II }I 'I 1:. II II II II II I/ II II II II I/ II I/ II II " II ,, II I I c0 I I I 1-- 7 !!/0 ff :....334, 9 J'J,r RETAINING/TRASH J'._1. ·68 ENCLOSURE WALL POC/8 ___ _Jl[!.UCTIJRA!:_ PLA_N_ _ Jj4.7- I' TC. 'FS ,r =--3.'3·,1 g J02.J~4.B~B---':l-!"1 I . .. .. rr-.,., rs 334.74 TC 'FS SE:E: .SHl.l=T :,~ FCJ"'-ADA ---~~-----'---~-'--_....----~------- C~~TS DESIGNED BY: J.T .• N.F.A.M. DATE: JANUARY 2012 DRAWN BY: G.M .• J.S. SCALE: 1" -20' PROJECT MGR.: T.C JOB NO.: 101290-03 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning <~/ Carlsbad, California 9201 0 Processing 760-931-7700 Surveying DATE:7to/4) Fox: 760-931-8680 ODoyConsultante.com TIMOTHY 0. C LL_-JR. RCE: 55381 335.4 . )( FL . I I I j ... S££ SH££T 6 -, , .. ~. 10 'ti/ /fl''_ __: .: .. _ .. __ :~ ' . F/J ·'""\:,-,,,,.rfJff:go: ~W Q.JF .. -, ~JJ0,,2. 330.90 CURB WALL & HANDRAIL PER ARCf!. PL,AN 336_58 ff 336.6 rs, .. 3J6.081: · rs , . ---:~ ,,-~--n-c:--- - ---~ - :,;JJ6.1 · f DRAIN W/ HEADWALL L R ARCH. PLAN, . '" . C.NOTE..2-_ . . aors·FFJ 3J6. 35.96 ,.... FS .... !') "\ r"f'""':4,,_F~S !ci s,, 'g"' ---------, __ ; I -I --i ff 334. 5 JJ,f_ 12 ··i ROOF DRAIN W/ HOWi.. .xfS --, PER ARCH. PLAN, _v-1. 78 .. J SEE NOTE 2 ,x, FS -v-1.15 FS I ' . . ' ' ,•' i /12 f~\\ fj, . I \ I I i I ·. I . "' . I I I I . I I ! ' I ·-.. ' JJ7. , .. .· · FS ".F . . i' I IB/ . • . JJ Oo , . 0 ' (._,.j' Q, : I'-.) ~ •. ,',' ,· I '338.26 rt I - ------ . ..----.-.--·-·---c·---· - ., ·. . . , . '·- ·{~~, ._....'-,f l I r/. I l l I I ~-~ -f."o r "?,/ft;~:f.i!'~ I r I ~ 3:42~,ato ~(~~2·9 •• ;G I I rr;t--i..J.:'·;;:····7-f ~-34-21i-9 ---/ ,, )----.. ~1, ~ I I ~··. --- 9-~ I ~ \b-~ ~~ . --- ~ . -~ ' ' ' '4 . ' ~-~, -,,,...J "- ----✓2 ( STORM DRAIN -S££ SH££T 24) ~ CITY OF CARLSBAD SHEETS 1----+--1-----------------!---+----l----l----l LJ_Q_J ENGINEERING DEPARTMENT 54 :=r;~~=o==1M==c~P=LAN=Fi==oR=.-=========''::s::=~;;::2';I "A 'i BUILT" ~(y( ~- TIMOTHY 0. CI\RRULL, JR. -A'tt ;r; c,e. >e/,>/H RE\ '7JIDJ '") _y_fnL1s INSPECTOR ATE BENCHMARK DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: 2 1/2' DISC STAMPED 'CLSB-011 LS 6215" IN CURB WEST SIDE OF COMMUNITY LOT COMMUNITY PARKING LOT NORTH OF CAMINO OE LOS CO.CHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON WEST SIDE OF PARKING LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS R.0.S. NO. 17211 (PT. NO. 11) 173.24 OAfUM: NGVO 1929 LA COSTA TOWN SOUAR£ COMMERCIAL DATE INITIAL DATE INJTIAL DATE INJTIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL Xrers: 10<J0PG; 1090pgrd-contrnclor-cc2; 1090pull-cc2; 1090pmop-cc2; 1090PSfR: 1017fP01-Comm; 1090FGRQ: I090PGR0-Pfl2; 1090Fl,II\P; 10\l0FU-JL; 1090FSIR: 1090KGRD: 1090KUIL: 1090PGRD-OS; 1090pg-txt-c,;2; 10171Ull-Cornm; 1090putl-ph2-cc2; 1090PUIL-CC2-Light, I: \001017\_Commerciol\Groding\1090PG10-CC2.dwg Jut I 0, 201.5 1: 55pm 010614 f I I.-~~ ~ f-- I I / I I ·r...---- ' J, . ?z!'&o I 9 I JlifJG / ~I TC. j I I NOTES ~ I I. mASH ENCLOSURE PER CARLSBAD STD. OWG CS-16, as.fl MAX ACROSS PAO. 2. SEE ARCHITECl/JRAL PLAN FOR ALL HAROSCAPE, STEPS, HANDRAILS ANO STOOP DETAILS. J. 2.0% MAX ACROSS HANO/CAP PARKING SPACES IN ALL DIRECTIONS. MAINTAIN 5.0% MAX SLOP£ AT CUTTERS. NOTE!! ELECTRONIC OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8£ I/SEO FOR HORIZONTAL OR VERllCAL SIIRVEY CONTROL. I: \001017\ •. Comrnercial\Crading\1090PG11-CC2.d"Nq Jul 10, 201 l 2: 31pm . 44 . JC 345. s . TC 'J ~"'--,...:._£ .__~~I . ... ;i,4,_· . o_,i.9i.i .. I I 1. I I I R> I . I SEE SHEET 7 -19,\ I 1•\c., I I I I I I I ---CONC. PER M-26 :,a.: (6' RISERS, ... 12" mEAO)rJ."' SE£ ARCH PLAN OR f/AROSCAPE, PS & NORAIL O TAILS I \ I I, \ I ,, . \ .. · _,< I , , .. '· 'STORM DRAIN ESMTPER FINAL MAP 369.8. ·i-----1"-l-=-.. c::y-- I I I - PAD=JlJ.O I I I 0 34468 rs I TC I I - Ff 344.0J 344.01 rs· ~.• /' -1: --._ £!e!-'"-", r:..~_J.,,._, -- - - - - , '.:;: 1. .J:..1s Ff"; 341.37 ~~& / ••.,. "--. J1!,J5 . >----61"'.--~;c?.5~~.b_ u . 34/.35 . --_ -;-f1~;/(~~~ 7:"c-;. . .. [S rr°J'"/ J.Z ···:J±.34]j!l.%~1',J .. , r I ········ 34fTr·-ri::: ... ~ ; . ... . -rs .. ";_'"::,·~. c:...c.,/.•·,..··.,._~~-..,F..,S"'. . . --. J '535, 'I'""' ' ,., ·-. q--r--~ '" + . L. '··'-. ""· ' ~~:~-1 I :. r-~ . --." ! -.;_;-_; --... .-··-." .. -~ .... -LL:1---/../i-r::,...,_ ;. ' •-., _--~-,.,_.J:.~JJ/ rt . . . 342.35 rs l -J; I J4/, 3J8. SEE SHEET 15 7 SEE SHJ;;E'T ~~ FOR. ADA /'bT"E:,/ DJ2T"Al.l...$ ~ ~-'-- DESIGNED BY: J.T .• N.F . .A.M. DATE: JANUARY 2012 DRAWN BY: G.M., J.S. SCALE: 1" -20' PROJECT MGR.: T.C, JOB NO.: 101290-03 ( STORM ORA/N SEE SHEET 25) "AS BUILT" ~ .?/4/4- DATE TIMOTHY 0. CARROLL, JR. f----------------1 RCE 5 81 EXP. 12/31/14 2710 Loker Avenue West Suite 100 Carlsbad, California 9201 0 760-931-7700 Fox: 760-931-8680 OOayConsultonts.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: TIMOTHY 0. CARROLL. JR. 1 REVI · ED r. ;;:v:;;c _ff J /, r INSPECTOR "/-1-f;f{t--DATE: 7 M 3 RCE: 55381 BENCHMARK DESCRIPTION: LOCATION: 2 1/2" 0/SC STAMPED "CLSB-011 LS 6215" IN CURB WES! SIDE OF COMMUNITY lOT COMMUNITY PARK/NC lOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEa SET IN CURB ON WEST SIDE OF PARKING LOT, 104 FT FROM SOUTf/WESTERL Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. Na 11) ELEVATION: 17.J.24 DATUM: NCVO 1929 I -J.,-, 343.02 FS I I I I I A I "' I "' I "' 1 I PAD=JJ2J SEE GRADING PLAN DWG. 475-2B PAD=JJ4.6 2 BMP TABLE 0£SCRIPT!ON 0//ANTITY BIOR£T£NTION 8 £A. I o· 5' 20· 10 40' SCALE: 1" = 20' 1-----1----/---------------+---l---1--l-----l uTI cITErGINiriNG ~~~~~N8rAD SHEETS 54 ,C... /t,l'-/JUll1 WALLS, BUILDINGS, BASINS DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CllY APPROVAL GRADING PLAN FOR: LA COSTA TOWN SOUAR£ COi,fi,f£RCIAL AP~~v~_K_i ____ ~k~::,_ CITY ENGINEER PE 41204 EXPIRES 3/31/15 DAfE OWN BY: __ _ CHKD BY:Vi{._ RVWD BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4C Xrels: 1090PG; 109Qput/-cc2; 1090pmop--cc2; 1090PSIR; l0171P0I-Comm; 1090fGRD: 1090pgrd-ph2-controdor--cc2: 1090FMAP: 109CFUIL: 1090F51R; 1090KGRD; l090KUfl; I090PGRD-0S; 1090pg-t.d-cc2; 1017,VIL-Cornm; 1090putl-ph2-cc2; 1090pgrd-conlroctor-cc2; 1090PUfl-CC2-li<Jhls 2 010611! 082213 ..,\. ..,\. BMP TABLE OESCH/PT/ON QI/ANT/TY BIORETENTION 2 EA. 20· 10 40' SCALE: 1" ~ 20' NOTES /. TRASH ENCLOSURE PER CARLSBAD STD. owe GS-16, 0.5% MAX ACROSS PAO. 2. SEE ARCHITECTLIRAL PLAN Fo.R ALL HAROSCAPE, STEPS, HANDRAILS ANO STOOP DETAILS. 3. 2.0% MAX ACROSS HANDICAP PARKING SPACES IN ALL DIRECTIONS. MAINTAIN 5. 0% MAX SLOPE AT CUTTERS. NQW! ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL I: \001017\_Comrnerciol\Groding\CC7\1090PG12-CC7.dwg Dec 20, 2013 2: 03prn C~~;?TS DESIGNED BY: J.T .• N.F.AM. DATE: JANUARY 2012 DRAWN BY: G.M .• J.S. SCALE: 1· -20· PROJECT MGR.: T.C JOB NO.: 101290-03 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning Corlebod, Co!ifornio 92010 Processing 760-931-7700 S1.1r1eying Fox: 760-931-8680 DATE: ODoyConsultonts,com TIMOTHY 0. CARROLL. JR. RCE: 55381 Xrefs: 1090PG; 1090PU IL-CC6; 1090PMAP-CC6; 1090PS rR; I 017 IP0l-Cornrn; 1090KGRD; 1090KUfL; 1090PGRD··OS; I 090PG-rx r-CC6: 101 nu fl-Comm; 1090PU ll-CC6-PHl; 1090PGRD-CC6-Pfl2; 1090PGRD-CC6; 1090PG-rxr-GC6-PH2; 1090PMAP-8DY I I " I ~4 OPfN i\t:YSPACE I TC 0 ~-~ ·-=-·-·-=--·-., . ' 317.0 rr-~ __;.:::- 11. 0 FG 2· I ,//Ak · Jf9. 2 TW-.;:_,,- 1 J.2 FG / / 2:1 MAX. ( STORM DRAIN SEE SHEET 26) "AS BUILT" TIMOTHY 0. CARROLL, JR. DATE RCE 55381 EXP. 12/31/14 ~clliDJG ¢-iff-- INSPECTOR ATE SEE SHEET 16 BENCHMARK DESCRIPTION: 2 1/2" DISC STAMPED 'CLSB-011 LS 6215" IN CURB WEST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CVR8 ON ltEST SIOE OF PARKING LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS RECORD FROM: RO.S NO. 17271 (PT. NO. 71} ELEVATION: 173.24 DATUM: NGVD 1929 ' ' 1_i->~::.,0J \ ~)....---:; ' I .. 317.57W · JI/ .. FG -/ Roor DRAIN OVTLET TO! ST(?EET (TYP) SEWER EASEMENT Tr.1 L W.fl. flOC.NO, J0/2-0742604, iREC. il-28'-/2 ' ROOFORA!t/OVTLE> ... i TO ST!/[Ef (TYP) / : ROOF\f}RAIN PER·) ' BWL!J/NG PLANS, · '· (TYP) ,.. ·,. · ' / . 323.0 TW . 317.8 FG RETAINING WA[ S, Ill. & RAMPS PER BU, 0/N/J DEPT. PfRM!/ No. '8132103 i ,,, . ''-, RETAINING WALL'PER . BLOG. PLAN . . ·· .. ,. ,, '• .,, .. , ,' .• ·" PLANCH[CK No .. IJ~ 1(/78 SEWERlAsiili11r TO L.W.0. DOC. NO. 2012-0742604, MODIFIED CURB OUTLET REC; lt-2B~J2 PER BUILDING PLAN (TYP} ROOF DRAIN PER BUILDING PLANS (TYP} ROOF DRAIN OUTLET TO STREET (TYP} ' ....,: c:, Cv i l---+--+--A,...5,----g=v:cc-n---c,:-----------+---l---l--1-----J Lill c ITErGINgrNG ~~~~~N~An SHEETS 55 12. ; 13 re 12. 'J. /J TC 8. 15 IJ TC 5 '8. /J TC DATE INITIAL ENGINEER OF WORK 7 fXll;'TE 8ll>G. 2/ RWISE' C//R. S 1'2·1'.•15 6u GRADING PLAN FOR: THIS SHEET REPLACES SHEET 12 APPRO'IEO 9 '26: /J REI/IS£ BASINS, WALLS, ELEVATIONS, CURBS THIS SHEET REPLACES SHEET 12 APPRO'tf:O 7. '29 IJ REI/IS£ WALL. CRAOINC Bl.l)C, 25, DELETE BLOG. 21, REI/IS£ PARKING THIS SHEET REPLACES SHEET 12 o.R/C/NALL Y APPRO'IEO If '29 12 ADO BROW DITCH, WALL OATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LA COSTA TOWN SQUARE COMMERCIAL DWN BY: .;Jl_- CHKD BY:_ _ RVWD BY: PROJECT NO. DRAWING NO. C. T. 01-09 409-4C 010614 0 ~~ I\J G) OA ...., 0 CJ1 (0 CJ1 ~ 0 x() ------·6'--- Q' 10' 40' 80' SCALE: 1" -40' "AS-BUILT " ,~~~, DESIGNED BY: K.D DATE, OCTOBER 2ooi DRAWN BY: J.S .. !;,F. SCALE: l>S Sfl<WfN A ,_d.P. :;;ii V,, a V PROJECT MGR : G,0. JOB N0.:~00-1017 P.E. 3::Jf' EX1_1wt' s ATE 2710 Loker Avenue West Civi! Enginffring ENGINEER OF WORK: Suite 1 DO Planri'1ng REVIFWED BY: Carlsbad, California 92008 Processing 760-931-7700 Surveying Ji, J,, (1'11-, DATE: ,a_/,,r'd>,t ~~.7 ,/ra/_ q<,' Fa>::: 760-931-8680 GroiiofiO'DAY / RCE: 3201-4· INSPlCTOR -OAF ©2003 0'0ay Consultants, Inc. NOTE!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8£ usm FOR HORIZONTAL OR V£RT1CAL SURVEY CONTROL BENCHMARK: OFSCRIPTION: LOCATION: RECORD FROM: EL[IIAIION: K-302 A STANDARD DISK STAMPED K 302 1935 IN TH£ TOP OF A CONCRETF POST 8.5' £ASTFRL Y OF £ASTERN 8£RM LIN£ OF RANCHO SANTA Ff RD., AND APPROX/MA Tl Y f.2 MIL£S NORTH£RLY OF TH£ INTERSECTION OF RANCHO SANTA Ff ROAD ANO LA COSTA A.£ COUNTY BENCH LEVELS (NO. COUNTY VERT. CONTROL DA TA) 5JJ39 DA ,UM. NGVD OF 7929 . ... ... l--· /4\ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF. WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL 010204 \ S13T \ CITY OF CARl.SBAD \ SH1E4S \ ENGINEERING DEPARTMENT £HOS/ON CONTROL PIANS FOR LA COSTA TOWN SOI/AR£ STOCKPILE APPR:JVED A -~-~=-ti .,.,..LLOYD 8. HUBBS .1~3 RCE 2388 lXP -12-,31-05 CITY ENGINlER ATE - DWN RY: PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: C. T. 01-09 409-48 ],\001017\ I 017 AG13,ciwg ll/19/2003 10,53,11 A~ PST )(REFS: 1017AG: Hl177UTL; 10171P01; 1017PL.AN: 1017AGRD; 1017MAP C ~ .... G') (.,.) 0 ~ -+, .... 0 ,,., (0 ~l ~ a, L. I cb, s"· . I C'c., '-'" cy I 0 ~-0 "c 'J 9, 4\ _) q,, ,,,.,,~ .,,,,,,. cb, 7.B 0 '?'--6.,.-·------ o· 5• 20· 10 40' SCALE: 1'' = 20' NOTES . • 'If'~: I. TRASH ENCLOS//RE PER CARLSBAD STD. owe GS-16, 0.5% MAX ACROSS PAO. 2 SEE ARCH!TECTVRAL PLAN FOR ALL HARDSCAPE, STEPS, HANDRAILS AND STOOP DETAILS. J. 20% MAX ACROSS HANDICAP PARKING SPACES IN ALL DIRECTIONS. MAINTAIN 5.0% MAX SLOPE AT C//TTERS. NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE //SEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL I: \001017\_Commerci<JI\Groding\CC7\1090PG13-CC7.dwg Dec 20, 2013 2:00pm /. .-'--. VBORA SOILS R 271 0 Loker Avenue West Suite 100 Carlsbod, California 92010 760-931-7700 Fox: 760-931-6680 ODoyConsultonls.com '22.50 re :s SEE SHEET 9 , 2·/ MAX. 317.5 TW 311.5 FC 320.5 )ii . 323.0 TW 314.5/ "C' . 317.8 FC ROOF.DRAIN OUTLET TO Sf/fEET (TYP} ROOF ()RAIN PER BU/LO/NC PLANS/ (T'fP) . , .-- > SEl'IER EASEMENT TO L. w.o. DOC. NO. 2012-0142604, MODIFIED CURB OUTLET. REC. IF2B~J? PER BU/LO/NC PLAN (T'fP) ROOF DRAIN PER BU/LO/NG PLANS (TYP} ROOF ORAIN OUTLET TO STREET (TYP) F. 2:1 MAX. \ 290.0 TW 284.0 FC \ 2a1.o % 1 275.0 S. WALL ...L-~ --.. VTAIL ON ~ rcET 34-51 -\'\\ ." ?.(1 DESIGNED BY: J.T.,N.F . .A.M. DATE: JANUARY 2012 DRAWN BY: G.M .• J.S. SCALE: 1 • = 20' PRDJECT MGR.: ~T=.c~_ JOB ND.: 101290-03 J' '-..J ··z >"" . • > . " -"· . ; --,,, RETAIN/NC WALL PER BLOC. PLAN .. / PLANCHECK No. IJ-c/618 "AS BUILT" TIMOTHY 0. CARROLL. JR. t-----------------l RCE 55381 EXP. 12/31/14 Civil Engineering Plorming Processing Surveying ENGINEER OF WORK: TIMOTHY 0. CARROLL, JR. DATE:1~/r~ ~Bt~Q~~ RCE: 55381 INSPECTOR X,~f3: l090PG; I 090PGRD-CC6; 1090PU IL-CC6; 1090PMAP-·CC6; 109UPS fR; 10l7 IP01-Comrn; 1090KCRD: 1090KU rL: 1090PCRD-OS: 1090PG-rx f-CC6; 10177U IL-Comm; l090PU [l-CC6-PH2: 1090PG-rx r-CC6-PH2: 1090PGRD-CC6-Pfl2; 10171P01-0flice: 1090PMAP-8DY 't.,/2 :s:-;,' ~ij I 324.6 DESCRIPTION: DATE LOCATION: RECORD FROM: ELEVATION: SEE SHEET 10 ® FF 321.0 ~')~I "50 326.~5TC BMP TABLE 0£SCRIPTION I 8/0RETENTION I (TREATMENT ONLY} BIO-CLEAN MEO/A FILTER (TRENCH DRAIN) HYOROMOOIF/CATION FACILITY SOUND/RETAIN/NC WALL PER BLOC. PLAN 01/ANTITY I EA. 2 EA . I EA. --F-er . . ,._s -----PS"f!>--- ') . ·---------------[2% ___ _ t} F-- EXTEND PIPE 6" BEYOND _ __..,r ,.I)(' @ FACE OF WALL. 2x2" RIP-RAP W/NO. 2 BACK/NC FF 330.50 _:::\(\\ >"?? )f§fi ;_:·:~:~~~- ttt/}£ii". 44 . . '. I ~l .;:<¢. I I I I "~@ I ff J\34.661 I -, I I '-I I '-I I '.,I : ~ I '._ I ' I I J:. .2J I ,!,f'=,-.J... rs r,-----,rs-=..,..=..~~~~.=-' -: _,,,,_,_:, 329fS SOUND/fl. f4ININC WALL PER BLOC. Pl4N I ~Vo I ·Os 2 1/2" DISC STAMPED "CLSB-011 LS 62/5" IN CURB WESf SIDE OF COMMUNITY LOT COMMUNITY PARKING LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON WEST SIDE OF PARK/NC LOT, 104 FT FROM SOUTHl'IESTERL Y CORNER OF RESTROOMS R.O.S. NO. 11211 (PT. NO. 11) 113.24 DATUM: NCVO 1929 12 J. 13 TC 8. 15 13 TC 5 "11 13 TC DATE INITIAL ENGINEER OF WORK RETAIN/Nfr w.-ttt PER BLOG. PLAN J.?9..;, . .fS' __ _ I "J, rr·~G.D ,_j--0---·-· 1'-/1 I I I I . ____ LJ!~---------- 1 I --~~-- t * I I I I I I I I I I I I I I I I I I I I I I I I I I ~==i=' ==--(.:' =ri5G>===--===:__'~:=: ---.d-~~~ ~H--------~Or----+-+-1 I I 32B. 6 re I---I-J28:, '{}--' THIS SHEET REPLACES SHEET 13 APPRO'IEO 9 '26 13 RE';1S£ ELEVATIONS THIS SHEET REPLACES SHEET 13 APPRO'IED 7. '29 13 RE';ISE GRAOINC FOR BU/LO/NC 25 2 THIS SHEET REPLACES SHEET 13 ORIG/NALLY APPRO'IEO II '29 12 ADO BROW DITCH DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL \-0----+-+:S 1 I DATE INITIAL CITY APPROVAL LA COSTA TOWN SOUAR£ COMMERCIAL AP~:zy~ V6JJJ/l!=I ~~~-,t. 2',-J 3 CITY ENGINEER PE 41204 EXPIRES 3/31/15 DATE OWN BY: -r1,-PROJECT NO. DRAWING NO. ~~tg ~~:<,J~ C. T. 01-09 409-4C 0'106'14 C ~ ~ WG) O.,:::i.. .... 0 CJ1 (0 CJ1 ,I:.. 0 L-',,c---l----=;i:;-----4.\, Jio~ ·-·- @ FF 3210 "') j ........ ~ ~ V) ~ V) o· 5• -----10 4Q' : ':fl,J/}/i/) ~E M!fv!NC WAIL \PER Bl.DC. PLAN \ '"8 \ --- NOTES I I I ,io-iii I tf I I I I I I I I I I I ·-1 ·-I I I I ' I I I I I I I I I /. TRASH ENCLOSURE PER CARLSBAD STD. 0/lrl CS-16, 0.5% MAX ACROSS PAO. 2. SEE ARCHITECTURAL PLAN FOR ALL HAROSCAPE, STEPS, HANDRAILS ANO STOOP DETAILS. J. 2.0% MAX ACROSS HANO/CAP PARKING SPACES IN ALL OIRECllONS. MAINTAIN 5.0% MAX SLOPE AT CUTTERS. NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 'IERTICAL SUR'IEY CONTROL I: \001017\_Comrnerciul\Groding\CC7\1090PG1 4-CC7.d'Ng Dec 20, 201 J 2: 0Oprn '·--.... , \\ \ \ ' \ \ l I I ' ' J -c,'"b•,,--ffa-&==4""' 1/,/// ~~ · .. "o J.,,o. 1s ..,..,o-1s @ FF 330.50 VR. PER J RC, 1/TECT '1-'6' .. ,-, .. ~~-~~-;-~-•-;~~-))>t .. CRADE. \ s--o- -+- B5 3~2' CVRB OPEN/NC --N66'0-J'5/FE----- 109.76' 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODoyConsultonts.com Civil Engineering Planning Processing Surveying FF=JJ0.8 333.4 TW ~ I I I '-0---1 I I I I I F 1..._.,,.....; ENGINEER OF WORK: ~C:4 TIMOTHY 0. CARROLL, J. Xrefs: 1090PG: 1090PGRJ-CC6: 1090PUfL-CC6: '·090PMAP-CC6; 1090PSfR; 10ITIP01-Comm; 1090KGRD; 1090KUIL: 1090PG-TXf-CC6: 10177UfL-Cornm; 1090PU[L--CC6-Pfl2: 1090PG--fXI-CC6-PH2; 1090PGRD-CC6-PH2: 1090PMAP-B0Y RCE: 55381 I I I '-" I -, ..,.; "' "' I I I I I 3351 TW •/ 331.1 re ✓ INSPECTOR / i \ .!·'" ,' ., f : ;,,· . ,.->-', / ,' \_, rJ.,1s-...op.-~ -,,, ,-, _. /, : , DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: K I u> I I • I '--ndl I "' I I I ]20---------~4=' 2 1/2" DISC STAMPED "CLSB-011 LS 6215" IN CURB WEST SIDE OF COMMUNITY LOT COMMUNITY PARKING LOT NORTH OF CAMINO 0£ LOS COCHES ANO EAST OF CALLE llMITEO. SET IN CURB ON WEST SIDE OF PARKING LOT. 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS R.O.S. NO. 11211 {PT NO. 11) llJ.24 DATUM: NOVO 1929 4-"c'-'. SEE DETAIL '88' SHEET 1,t 335.05 054 TW 335:20 TF ~ SE£ SECTION -Ar-HIGHT / . DETAIL ~• SCA/.£: 1• = 20' DETAIL 'BB' SCA/.£: I• = 10' ~ .. ~ . '<c, I .. ,.,-·-,_, suao, OIL -.:._:-:--:··-- ✓ -a,,._~ " . ', ' ·,, ' . J_J9 . jip;;;,~ s . ··•. --- -----~ OESCH/PT/ON 0/JANTITY BIORETENTION 2 EA • BIO-CLEAN MEOIA FILTER 2 [A. {TRENCH ORAIN} -t-.. FLOW-THROUGH PLANTER {URBAN GREEN 8/0fllTER) 2' 7 4' BIORETENTION BASIN l {TREATMENT ONLY) PER OETAIL SHEET 52 6'MAX. ~~}· ').',\ SECTION '0-0' PL 2' NOT TO SCA/.£ 10' SCREEN WALL PER ...-1-~ ARCHITECT PLAN 4' 2% - I H {PER PLAN} SECTION 'K-K' NOT TO SCA/.£ lt) ........ ~ ~ V) "·y ,~";,'-,ab_ .... ~ /~-..,,.. ~ ~" _ .. ·· -'<,~ ~ V) :~ ---I 4 ~ CITY OF CARLSBAD SHEETS 1------+--+---------------f----+-~---l----l ~LliJ:::::::::4::::::::::::'....'::::=:::::::E:::N:::Gl:::NE=:E:::R::::IN::G::::D::::E::::P:::AR:::::T::::M:::EN:::::T==~.;:;;;5:;5;;:::.(1 GRADING PLAN FOR: TC THIS SHEET REPLACES SHEET 14 APPROvEO II '5. /J. REVISE ELEVA llONS, AOO DETAILS 9 '27. /J TC THIS SHEET REPLACES SHEET 14 APPROvEO 7. '29 /J. REVISE. 'ADO WALL, BUILDING 5 '8 /J TC THIS SHEET REPLACES SHEET 14 ORIG/NALLY APPROvEO II '29 /2. MOvE BUIUJINCS DATE INITIAL DATE JN!T!AL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LA COSTA TOWN SOUAR£ COMMERCIAL AP~~: X:EV4-,VA~-I ----iZ·U:>·/3 CITY NGINEER PE 41204 EXPIRES 3/31/15 DATE DWN BY: -n,- CHKD BY: '-=ll~--- RW/D BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4C 0101/14 0 ...Ii, :E .r::a,.G) 0 .,::a. -110 u, (,0 u, J:.. C') I ( ---------------------- NOTES ----------- TRENCH ORAIN W/FIL - SEE SHEET 28 I. TRASH ENCLOSURE PER CARLSBAO sro. owe CS-16, 0.5% MAX ACROSS PAO. 2 SEE ARCHITECTURAL PLAN FOR ALL HAROSCAPE, STEPS. HANDRAILS ANO STOOP OETAILS. J. 20% MAX ACROSS HANO/CAP PARKING SPACES IN ALL 0/RECl/ONS. MAINTAIN 5.0% MAX SLOPE AT CUTTERS. NOTE!! ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL I: \001017\_Commerckil\GrQding\CCl\10S0PG15-CC7.dwg Dec 20, 2013 1: 58pm ' . \ . . \ . -~-~·,,. -~ \ ' '" "' 0 --,,_,,,, ---,,,,,,,,.-U"' ------ -6' .-=·· -~ --,c -•·· -' -------r::··---:;-·--;t; ~~. __ -')-·2: ·___ ~"6:_Jta L::.v" - I -I ( STORM DRAIN )'5','-\..;,.. S££ SHEET 29) ' '[EN WAL 'Efr\ RCHI PLAN SE£ SHEET 17 "AS BUILT" c~~✓-,, DESIGNED BY: J.T.,N.F.AM. DATE: JANUARY 2012 ~OL _3/ir BENCHMARK 2 1/2" 0/SC STAMPED "CLSB-011 LS 6215" DRAWN BY: G.M. J.S. SCALE: 1 • -20' PROJECT MGR.: T.C JOB NO.: 101290 03 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, California 92010 Processing ~0~ 760-931-7700 Surveying DATE:/~..)()}j'}_ Fox: 760-931-6680 ODoyConsultanls.com TIMOTHY 0. CARROL[ fl RCE: 55381 TIMOTHY 0. CARROLL, JR. RCE 55381 EXP. 12/31/14 REV' E)AEr/ IJY: ~ rM, /),_ / /, -eftF-INSPECTOR • C~TE DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: IN CURB WESTS/OE OF COMMUNITY LOT COMMUNITY PARKING LOT NORTH OF CAMINO OE LOS COCH ES ANO EAST OF CALLE TIMI TEO. SET IN CURB ON WEST SIOE OF PARKING /OT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS R.0.S. NO. 11211 (PT. NO. 11) 113.24 DATUM: NC'ID 1929 Xrefs; 10S0PG; 1090PGRD-CC5; 1090PlnL-CC6; 1090PMAP-CC6; 1090PSfR; 1017JP01-Comm; !090FGR0; 1090PGR0-CC6-PH2; 1090FMAP; 1090FUrL; 1090FSfR; 1090KGRD; 1090KUrL; 1090PGR0-0S; 1090K!.IAP; l090PG-rxr-cc6; 10177UJL-Comm; 1090PU[l-CC6-PH2; 1090PG--rxr-cc6-PH2; I090P!.IAP-80Y rv __ \ " - • .II. -1'11 ---V 340-00 fG ----3:l9-I PAD=JJO.O PAD=J24.9 o· 5• I I I I I 20· -----10 SCALE: 1" = 20' PAD=J20.5 SEE GRADING PLAN DWG. 475-28 PAD=3159 MOOIFIEO SORSO 0-15 TYPE 'B' BROW OITCH RETAINING WALL PER WALL PLAN 40' 2% ~======-~-=-~-,---------s":, PAD=J12.5 SIDEWALK 'Tl_ ~ PER C-1 --~ , I I MOOIF/£0 SORSO 0-15 TYPE 'B' ORA/NACE OITCH SECTION 'J-J' NOT TO SCALE BMP TABLE {)£SCRIPT/ON BIORETENTION BIO-CLEAN MEOIA FILTER (TRENCH ORAIN) OUANT/TY J EA. I EA. ~ SHEETS ~ CITY OF CARLSBAD l---l---+----------------1----+-----1------J.-----+ ~ ENGINEERING DEPARTMENT l----l----+----------------1-----l------l-------l----+ 55 THIS SHEET REPLACES SHEET 15 APPRO'd::O 7. '29 73. REI/IS£ ELEVA 1/0NS, WALLS 5 '8 73 TC 2 THIS SHEET REPLACES SHEET 15 ORIG/NALLY APPRO'd::O II '29 /2 REI/IS£ GRADE, MO'd:: BU/LO/NC DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CRADINC PLAN FOR: LA COSTA TOWN SOUAR£ COMMERCIAL APPR,P)'/D: ~N~K/4.,,VAN..Ji"S!<Y_. __ _ ~~~ re!~ 1-Z. 2" ·13 CITY ENGINEER PE 41204 EXPIRES 3/31/15 DATE OWN BY: -:-✓~ PROJECT NO. DRAWING NO. ~~~g ~~: .:,,/I C. T. 0 ! -09 409-4C 2 01061h --~~--'"- '-.::--~ -~--~ ------ / o' s' 20· 10 40' SCALE: 1" = 20' 2 BMP TABLE OESCR/PTION QUANTITY OETENTION BASIN I EA. NOTES I. TRASH ENCLOSURE PER CARLSBAD STD. 0/IG GS-16, 0. 5% MAX ACROSS PAO. 2 SEE ARCHITECTURAL PLAN FOR ALL HARO.SCAPE, STEPS, HANORAILS ANO STOOP DETAILS. 1 20X MAX ACROSS HANDICAP PARKING SPACES IN All DIRECTIONS. MAINTAIN 5.0% MAX SLOPE AT GUTTERS. NOT£!/ ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-6660 ODoyConsultonls.com Civil Engineering Planning Processing Sur,,eying J - ROLL Q~RB o, __ (.) -- 2-/ MAX. ( STORM DRAIN -S££ SH££T 30) "AS BUI LT" ~( -:.h.A/{'r:E TIMOTHY 0. CARROLL, JR. ~~ f----------------1 RCE 55381 EXP. 12/31/14 DESIGNED BY: J.T .• N.F . .A.M. DATE: JANUARY 2012 DRAWN BY: G.M., J.S. SCALE: 1 • -20' PROJECT MGR.: _JJ_.,,_C~_ JOB NO.: 101290-03 INSPECTOR I: \001017\_Commerciol\Grodiriy\CC-/\1090PG1 6-CC7.dwg Dec 20, 2013 1: 02pm xr .. ra: 1090PG; 1090PGRD-CC6; 1090PUTL-CC6; 1090PMAP-CC6; 1090PS IR: 101 TIPOl-Comm: 1090PGRD-CC6-PH2: 1090FMAP: I 090KGRO; 1090KU fl; 1090PGRO-OS; 1090PG--Txr--cC6; 10177U fl-Comm; I 090PU IL-CC6-PH2; 1090PG-rx f-CC6-PH2; 1090PMAP-BDY 290.0 TW 284.0 FC ... ··2?5.5;,, --,;:o.5.;;-c --------·····~······-· -r----+---r --· BENCHMARK DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215" IN CURB ~ST SIDE OF COMMUNITY LOT LOCAflON: COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON ~ST SIDE OF PARKING LOT, /04 FT FROM SOUTl-l~STERL Y CORNER OF RESTROOMS RECORD FROM: R. 0. S. NO. 17211 (PT, NO. 71) ELEVATION: !7J.24 DATUM: NG'I/J 1929 ' I ' I ' I ~I /I ' I I ' I 1 ~ SEE GRADING PLAN DWG. 474-7A ~ ~ ------------rr,-;, ~ . , , ----------. ' ' I ' I J/0 \ )_ /1 8 ) 1-- L _ C' ~=-~---85 JN2' CURB OPENIN --,, -----------~-- J2J.O FC Fe -N66-'0-3'50;E-- /09.76 o' " G' '1feJJ)(}/f____~~>!Jj 2·1 MAX. DETENTION BASIN BROW 0/TCH PROPOSED PLANTABLE RETAIN/NC WALLS PROPOSEO SLOPE SECTION 'C-C' NOT TO SCALE /2' I'-~•-------'--=---------~ <·7 "4--1: 6" A. C. BERM PER C-5 2% 4" A.C. OVER 4" A.8. (MIN.) OR AS RECOMMEONOED BY SOILS ENC/NEER SECTION 'H-H' NOT TO SCALE l----+---+-----------------1-----l----l--1-----------1 urJ c 1rErGINgrNG ~~~~~N~AD SHEETS 55 7t.-- 12 13 TC T!-1/S SHEET REPLACES SHEET 16 APPROVED 1 '29 11 RE',ISE CURBS. ELEVATIONS, ACCESS RO. 5. '8 73 TC 2 TI-//S SHEET REPLACES SHEET 16 ORIG/NALLY APPROVED II '29 72 ADO BROW DITCH DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CllY APPROVAL GRAD/NC PLAN FOR: LA COSTA TOWN SOUAR£ COMMERCIAL APPROVl;L~l'y-!S.£,N~fej3Ky __ ---IC ~(J ~ 1Z--Z'-·I~ CITY ENG NEER PE 41204 EXPIRES 3/31/15 DATE DWN BY: -~-PROJECT NO. DRAWING NO. ~~~g ~~: ~"-C. T. 0 /-09 409-4C 2 010614 C ~ :e en G') o.i::i,. --ti 0 c.n (0 c.n ~ C') 20' WIOE ESMT. 'I ;, -~~ .,,i· L1zzzzzzZZZ4~~;;z~~zzz~--'-., PROPOSED GRAOE •'° 4" AC OVER 4" AB {,MIN.) 7:.\ OR AS RECOMMENOEO BY SOILS ENGINEER SECTION 'B-B' NOT TO SCA/.£ PROPOSED GRAOE 6" RETAINING WALL PER WALL PLAN 1,100/f/EO SORSO 0-75 TYPE 'El' BROW 0/TCH 20' W/OE ESMT. 2' 6" AC BERM PER G-5 SECTION ti-A I NOT TO SCALE 15' 2% ---- NOTES I. TRASH ENCLOSURE PER CARLSBAD STD. OWG GS-16, 0.5% MAX ACROSS PAO. 2 SEE ARCHITECTIJRAL PLAN FOR All HAROSCAP£ STEPS. HANDRAILS ANO STOOP DETAILS. 3. 20% MAX ACROSS HANO/CAP PARKING SPACES IN All 0/RECl/ONS. MAINTAIN 5.0% MAX SLOPE AT C/JTTERS. NQm! ELECTRONIC OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE VSEO FOR HORIZONTAL OR VERTICAL SIIRW:Y CONTRot. I: \001017\_Commerciol\Gr□ding\1090PG1 7-CC2.d"N9 ,Jul 10, 2013 4: \Opm 2710 Loker A..-enue West Suite 100 Corlsbod, Colifornio 92010 760-931-7700 Fax: 760-931-8680 ODayConsultonts.com [ 'rl,{:T{( /~~ . "~ . . . \ . "' . . _, ' '-0 . ; ,f'T"\.•m ----•. \ --..,__ . ' \ 5t-. • . 2 CR[EN WAL 'ER\ARCH/ PLAN WA ---- PROPOSED GRADE Civil Engineering Planning Processing Surveying ( STORM ORAIN S££ SH££T 31) DESIGNED BY: J.T .• N.F.,AM. DATE: JANUNlY 2012 DRAWN BY: G.M. J.S. SCALE: 1" = 20' PROJECT MGR.: T.C. JOB NO.: 101290 03 "AS BUILT" ~ TIMOTHY 0. CARROLL, JR. 1-----------------I RCE 5. 381 EXP. 12/31/14 ENGINEER OF WORK: ,,-..-:_Clt/ TIMOTHY 0. CARROLL, JR. RCE: 55381 INSPECTOR Xrefa: 1090PG; :090PGR0-Contractor-CC2; 1090PU fL-CC2; 1090PMAP-CC2; 1090PS FR; 1017 TP0l -Comm; 1090FGRD; 1090FMAP; 1090Fllll; 1090FSfR: 1090KGR0; 1090,(U fl; 1090PGR0-0S; 1 09CPG-IX f-CC2: 1 0177U IL-Comm; 1090NG-rx r-PH2; 1ogoPGR0-PH2-Controctor-CC2; 1090PU fL-?H2-CC2: 1090PU fL-CC2-Lignts I "'""·"' --- ' I I I I ~ "' ..: "' ~ ·~ -,~ §i ,~ ~ ~ PAD=312.5 SEE GRADING PLAN DWG. 475-28 PAD=3!0.J -------- ---- ------ ------ -r----------------- \ \ \ ---P5g---- / I Ii I I' l 1 I I I r I (-~ I\ \ I\ I\ I I I \ \ I I • I • \ I ' i J/o___/ r--__,, I I I I \ I \ ~ I I I I o' j 5' 20' 10 40' SCALE: 1 " = 20' BMP TABLE 0£SCRIPTION BIORETENTION QI/ANT/TY I EA. / I 2 l---+---+----------------+-----l-----l--1--------l uTI crrErGIN9EfiNG q~~N~AD SHEETS 54 BENCHMARK DESCRIPTION: 2 1/2" 0/SC STAMPEO "CLSB-011 LS 6215" IN CURB ltEST SIOE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO OE LOS COCHES ANO EAST Of CALLE l/MITEO. SET IN CURB ON WEST SIOE OF PARKING LOT, /04 FT FROM SOIITHltESTERL Y CORNER or RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT NO. 11) ELEVATION: 173.24 DATUM: NG'ID 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INJTJAL DATE INITIAL OTHER APPROVAL Cl1Y APPROVAL GRADING PLAN FOR: LA COSTA TOWN SOUAR£ COMMERCIAL A~D:l.Qi~ v~~PffL~K_i ___ _ =/,!tJ. r~ _7&._v;j;::,_ CIT ENGINEER PE 41204 EXPIRES 3/31/15 DATE DWN BY: ,r,,--PROJECT NO. DRAWING NO. ~~g ~~: -V6..--C. T. 01-09 409-4C 2 /, l I I ' I J ' o· s' 20' • -----10 40' SCALE: 1 " = 20' STORM DRAIN -NOTES I • • !. ::jEE 8/QRETENTION BASIN OUTLET DETAIL ON SHEET 32 2 SEE ROOF DRAIN OUT!,,ET HEADWALL DETAIL ON SHEET J FOR RIP-RAP, HEADWALL Gt ROOF ORA/NS ------ CA I';,> ~~ . I ~ (23 ~~2,~~~,~~~~~~--,-~-~-,,-·-~,-~~~~-✓,--~~~~~,~~t~:=~~1~:=~3t~:=~!=~!=~}=~}=~~=~~=~:=~!=~}=~!=~3t!!=~3t~:=~}t~:=~}t~:=~~~\=~1=c=1=r=x~G=lp~[[~t~NG=c~i~f=R~fu~~~~=A~D~ts~~~~~s~1 NOTE!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL I: \001017\_Commerciol\Grading\CC5\1090PG18-SUR-CC5.dwg Nov 01, 201 J 10: 28om 2710 Loker Avt1nue W1:1st Suite 100 Carls bod, California 92010 760-931-7700 Fax: 760-931-8680 OOoyCom1ultanls.com Civil Engim,ering Planning Processing Surveying DESIGNED BY: J.LN.F.AM. DATE: JANUARY 2012 DRAWN BY: G.M. J.S. SCALE: 1" -20' PROJECT MGR.: T.C, JOB NO.: 101290-03 "AS BUILT" ?r-11 ENGINEER OF ~ ,,r / ~~ DATE: t,!t It) TIMOTHY 0, CARROLL, JR. RCE: 55381 Xrefs: 1090PC: 1090PGRD-CCS: 1090PU fL-CCS: 1090PMAP-CC5: 1090PS [R: 1017 [POI -Camm: 1090FGRO; 1090PGRD-CC5-PH2: 1090FMAP; 1090FU IL; 1090FS!R; I 09DKGRD; 1090KU IL; 1090PCRD-OS: 1090PG-TX r-cc5; 10177U IL-Comm: 1090PU [l-CCS ··PH2; 1090PG-rxr-cc5-PH2: l090PMAP-BOY BENCHMARK DESCRIPTION: 2 1/2" 0/SC STAMPED "CLSB-011 LS 6215" IN CURB WEST SIDE OF COMMUNITY lOT LOCATION: COMMUNITY PARKING lOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON llfST SIDE OF PARKING lOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 173.24 DATUM: NGvV 1929 THIS SHEET REPLACES SHEET 18 APPROVED l'. '29 13. REVIS£ STORM DRAIN 5.'Bc1J TC 2 THIS SHEET REPLACES SHEET 18 ORIC!NALL Y APPROVED II '29 12. REVISE STORM DRAIN, BASINS DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 11-8-!> DATE INITIAL CITY APPROVAL PRIVATE STORM DRAIN Pl.AN FOR: LA COSTA TOWN SOUAR£ COMMERCIAL A~DJLvL ~SKI CITY ENGINEER PE 41204 EXPIRES 3/31/15 DWN BY:~~~ CHKD BY: _v.,~'L~- RVWD BY: PROJECT NO. C. T. 01-09 DRAWING NO. 409-4C C ... :e 00 G') O.,=.. .... 0 C1I CD C1I J. I I \ (") I o' s' 20· 10 40' SCALE: 1" ~ 20' STORM DRAIN NOTES 1. SEE 8/~ETENTION BASIN O(Jll.£T OETA/l ON SHEET 32 2. SEE ROOF DRAIN O{Jll.£T HEAOWALJ. OETA/l ON SHEET J F~ RIP-RAP, HEAOWALJ. .t ROOF ORA/NS STORM ORA/N PIP£ OATA k@ LENGTH RADIUS I /J.79' 2 15.16' .J 15.12' 4 94.41' 42200' 5 /J.58' 6 40..J/' 7A 111.81' 78 39.00' 8 J.50' 9 7.36' 10 116.75' II 11.56' 12 12.91' 13 31.90' 14 71.2' NQT£!.1 £1.£CTRONIC OATA FILES ARE F~ REFERENCE ONLY ANO ARE NOT TO 8£ USEO F~ H~IZONTAL ~ SLOPE DESCRIPTION 8.55% 8' HOPE 1.53% 8' HOPE 1.55% 18' HOPE 1.55% 18 HOPE /J.0% 12" HOPE 24% 12" HOPE 24% 12" HOPE 24% 8' HOPE 5.7% 12" HOPE 10.8% 8" HOPE 1.0% 12' HOPE 4.4% 12" HOPE 9.3% 12 HOPE I.OX 12' HOPE 4.4% 8' HOPE I I ) ---.. J. I ------ - \ \ _\_ \ c~~:l,s 2710 Loker Avenue West Civil Engineering Suite 100 Planning 'IERTICAL Sl/R'IEY CONTROL Carlsbad, California 9201 0 Processing 760-931-7700 Surveyfng Fox: 760-9J1-8680 00oyConsultonts.com I: \001017\_Commerclal\Grading\1090PG19-SDR-CC2.d..,g Jul 10, 201.5 12: 01pm -- ROOF ORAIN 0/JllET llflll H£AOWAll PER~-ARCH. PLAN, SEE NOTE2 __ ------= --/.- SE£ SHEET 23 DESIGNED BY: J.T.,N.F . .A.M. DATE: JANUARY 2012 DRAWN BY: G.M .• J.S. SCALE: 1· -20· PROJECT MGR.: T,Q. JOB NO.: 101290 03 ENGINEER OF WORK: Ctr . ,,/4 DATE: :it,..'.2 TiMOTHY O. CARROLL, JR. RCE: 55 1 Xrefs: 1090PG; 1090pgrd-controctor-cc2; 1090pull-cc2; 1090pmop-cc2; 1090PSfR; t017fP01-Cornm; 1090PGR0-0S; 1090pg-txl-cc2; 10177Vfl-Cornrn: 1090pgrd-ph2-con\rodor-cc2; 1090putl-pli2-cc2; 1090PUJL-CC2-Lighls 00 Fl/Tl/HE FF~J.JQ.t PAIJ=J29..J5 G,\7WC PAO PE,i I trieAt ·. GETAit o;; Sh&.-, J. !7ilb'ff£ tJiJiUJhVG IV iJE-C0/lSlR6'ClEB lii, tJfi/E,\S. W.l.7R.1CrCR re U,,'Fi£iw6','T £'?{)S/CN C6NNrOl ir/EASURES OCD e-wnnn ,-Cli ;:.nrJ I ) , --14LZ l'i --~\ . • / / SLEE rOR/,( OR. IN lllROIJGH/WAll ,ILL_ __ -'---- . I • -· "AS BUILT" BENCHMARK ✓Ch;_ -~~ TIMOTHY 0. CARROLL, JR. RCE )/381 EXP. ~2/31/14 RE' Mwfj l/ BV: / ,,l1(·1U1 A/IJ1~ rjn~ INSPECTOR ATE DESCRIPTION: 2 1/2" 0/SC STAMPEO "CLSB-011 LS 62/5" IN CURB WEST SIOE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON WEST SIOE OF PARK/NC LOT, 104 FT FROM SOUfHWESTERLY CORNER OF RESTROOMS RECORD FROM: R. 0. S. NO. 17211 (PT. NO. 71} ELEVATION: 173.24 DATUM: NGVO 1929 -RW-- -oc·}S,i,6 ' -----~\-350.? ', ·-.~ ~ -"',_;.__ _.., - -... --.:,. ).; --~--·~ - -~ -·- . . I . I . . . . I I . . ·-· . . I . . . I ~ ··-·· • 'j1fL.s.L-L__L_, -----: . : · , !· ' ____ _j '-"s: 0 SUBIJRAIN - fJ IX(TYP) \ '" '-. f ! , J I I @ OPEN SPACE ~ ~-- ---· -.--\ :r~~~(t:;~::?t·:tf i i I I ·., ;,•-;·- .' ,:.. . '· ',, ·, ' ,•' 7" './ -~;,-s£1-~s.~H£rl"£;;;,:T~2;,::4,----f\-m-" '"-~-.--..L.: __::_:L-':J.:_· __j____z,,.',.f.,,,gz,,.,,,z,,,,,,:~'"'"'.,c•:" 2:,;:.Jf:::r'"' 2 t------i--+-----------lf----+--l----l----l I SH1E9ET I CITY OF CARLSBAD SHEETS ~==-====E=NG=l=NE=E=R=IN=G=D=E=PA=R=T=M=EN=T==~::5;;· ;;4;:;.(I PRIVATE STORM DRAIN PLAN FOR: A,5, Vilt DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA TOWN SQUARE COMMERCIAL _ ·o: ~E~. VA?lll:~"E~~-1~~-.Jill/4~.3 _, CIT ENGINEER PE 41204 EXPIRES 3/31/15 DATE DWN BY: -m~ PROJECT NO. CHKD BY: :,,H:· C. f. Of Q'9 RVWD BY: • • -~--------'~---~ DRAWING NO. 409-4C 010611r 082213 I. I I >.; ------------------ f-,J....-8' RAAIP 0 8.0% 20' 10 SCALE: I" = 20' NOTE!! 40' ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 'IERllCAL SUR'IEY CONTROL I ~ ______ .;_· ~ I ~--Ji* -----I __ I* J ~~-+111 I 1 ------WN I @ OPEN SPACE ----1-11~:oJ .II. 1:1 .v =~~--1-<1:1' SU80RAIN -~. HI¾-1 0 IX{T'IP) -RW--_ C, I I I r I I I I I I 7J;I ------ I I I C~~TS 2710 Loker Avenue West Civil Engineering Suite 100 Plonning Corlsbad, Colifornio 9201 0 Processing 760-931-7700 Surveying Fax: 760-931-8680 0DayCansultants.com ---~~-. - .,.,...._ • '· fl///;:;-4'i:i-'~:f"--'-I= h FL l "AS BUILT" DESIGNED BY: J.T.,N.F.A.M. DATE: JANUARY 2012 DRAWN BY: G.M., J.S. SCALE: 1· -20' ~~ --2~ PROJECT MGR.: T.C, JOB NO.: 101290-03 TIMOTHY 0. CARROLL, JR. ATE RCE!f381 EXP. 12/31 /14 ENGINEER OF WORK: L'cillylc)m1~ )_'6/(~ ~~()df_ DATE:/ J,;,,A._3 TIMOTHY o. CARROLL, ~ RCE: 55381 INSPECTOR DTE I: \001017\_Comrnercial\Groding\CC7\1090PC20-SOR-CC7.dwg Dec 20, 201 J 1: 5'4pm Xrefs: 1090PC: 1090pgrd-cc6: 1090putl-cc6: 1090PMAP-CC6; 1090PS"fR; I017fPOI-Comm: 1090FGRD: 1090pgrd-cc6-ph2; 1090FMAP: 1090FUfL; 1090FSrR; 10l77SfR; !O\lOKGRD; 1090KIJJL; 1090PGR0-0S: 1090pg-lxt-cc6: 10177UJL-Comm; 1090pg-txt-cc6-ph2; 1090p~U-cc6-ph2: 1090PMAP-BOY BENCHMARK DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215" IN CURB M'ST S/0£ OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES AND EAST OF CALL£ TIM/TEO. SET IN CURB ON M'ST SID£ OF PARKING LOT, 104 FT FROM SOUTHM'STERL Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 173.24 DATUM: NCl/0 1929 FUTURE FF=J•U,8 PAO=J#:05 GRAD£ PAO PER T'IPICAL ; DETAIL ON SHEET J, FUTURE 8llJC. Jt IAIPROl'EAIENTS TO 8£ CONSTRUCTED or Oll!ERS. CONTRACTOR TO IAIPLEAIENT\ i:~Slffl,,fflTROl MEASURES\ \ STORM ORAIN PIP£ OATA NO LENGTH SLOPE DESCRIPTION I I ,. ;; ··-··-··- I 2 J 4 5 6 7 8 9 10 II 12 /J 14 15 16 18 19 ··~ .. ' ' • ---I 4•'pvc,Jt-ft!lpORARY ) 4• PE/F. PIP£ --_______ _, RLTR,t_TION'SOCK ', ., ' I \ --I l ,~ ~---., '.• ~, I P ,, ' / /ff, ~~-----4~ "RF. PIP£ / 1 l 'AT/ON .S,[OCK t i~t'',1(/==~-..;·\~~~.;' P;,q :~ ~, I I (\·--. -;: )/ ., / II--\ ~J A pAr\, \ / I ~ ~ . /; ; I , I . ' ' I ' I I •. I ., ,. I; I--. // I 48.0 J8.J 18.0 18.0 12• HOP£ 12• HOP£ 6 HOP£ 6' HOP£ 12' HOP£ 2• HOP£ /8' HOP£ 12• HOP£ 18' HOP£ 6' HOP£ 6' HOP£ 46.6% 6' HOP£ 8' HOP£ 26.2 100.J' J9.9' 8.5 ----- I I I I ' I I 1.9% 0.6% 0.1% 1.2% 16.0% --------------- 8' HOP£ 6' HOP£ 6' HOP£ 12• HOP£ a• HOP£ 8' HOP£ a• HOP£ • • -------------------.,_ - J6, . 0 ~ r--- J I , , I ,-___,, I •• I 'C);I / • I I ' I ' I, '· r I ·. ~-r'; __ r....:t.~r~J-:::,,·. ·~-'- -,...__ 7:!b .. I---+--+------------+--+--+--+---LNJ cirErGINirNG ~t~~~N~AD SHEETS 55 ~--:.::_ 12 J. u re 5 '8. 1J re DATE INITIAL ENGINEER OF WORK A5-8U/LT THIS SHEET REPLACES SHEET 20 APPROI/EO 7. '29 13. THIS SHEET REPLACES SHEET 20 ORIC/NAll Y APPROl'ED 11 '29 12 RE'4S£ STORA/ DRAIN, BASINS REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PRIVATE STORM DRAIN Pl.AN FOR: LA COSTA TOWN SQUARE COMMERCIAL GlrN ~KJ VAN.Yf_Sl$1', · t/4-i tz&__ IZ·'Ui•t~ CITY NGINEER PE 41204 EXPIRES 3/31/15 DATE OWN BY: ;:fl PROJECT NO. DRAWING NO. ~~~g ~~; C. T. 0 I -09 409-4C 2 j I ! •;1"·-"""''~="1, , ' I \ ' C I\) :e CG) 0.,::. -fie c.n «) c.n ~ C') / H .__,,,_ FF=J,/,(.8 10=344.05 PER TYPICAL V SHEET J. &-IMPROVEMENTS ICTEO BY OTHERS. 1 IMPLEMENT\ 'Ol MEASURES N0t£/! ------l =--f;)_-_J ;--:fift~---------- ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 'IERTICAL SUR'IEY CONTROL ----------------------I ¼--¼-. ----------------------3Zz -------------------------·--" ----·~-, -- SEE SHEET 25 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 f"OlC: 760-931-8680 OOoyConsultonts.com Civil Engineering Planning Processing Su.rveying DESIGNED BY: J.T .• N.F . .A.M. DATE: JANUARY 2012 DRAWN BY: G.M .• J.S. SCALE: 1" -20° PROJECT MGR.: ~T=.C~, __ JOB NO.: 101290-03 "AS BUILT" ~/!// TIMOTHY 0. ~~ 1-----------------1 RCE 55381 EXP. 12/31/14 ENGINEER OF WORK: ,__-;~ _,--<-- TIMOTHY 0. CARROLL,J. DATE:l~/,3 RCE: 55381 I: \001017\_Commerciol\Gruding\CC7\1090PG21-SDR-CC7.dwg 0ec 20, 201J 1: 5Jpm Xrefs: I090PG; 1090PGRD-CC6; 1090PU fl-CC6: 1090PMAP-CC6; 1090PSTR: 101 7TPOI -Comm: 1090FGHD: 109CPGRO-CC6-.PH2: 1090FMAP; 1090FU IL: 1090FS rR: I 090KCRD: !090KU IL; 1090PGRD-0S; 1090PG-rx f -CC6; :0177U TL-Comm; I 090PU !l-CC6-PH2; IOOOPG-rx r -CC6 -Pl-I2: I090PMAP-BDY I I I I . .- STORM DRAIN NOTES !. SEE BIORETENTION BASIN OUllET DETAIL ON SHEET 32 2 SEE ROOF DRAIN OUllET HEADWALL DETAIL ON SHEET 3 FOR RIP-RAP, HEADWALL & ROOF DRAINS \ \ \ I I I '\ .. ·· Of J93~ CUTOFF WALL PER OETAIL __L SHT. J2 I / I STORM DRAIN PIPE DATA NO LENGTH SLOPE I 12.00 5.5% 2 50.Jl J.OX •J 10.19' J.8X 4 4/.0' 1.4% 5 82.89 2.IX 6 88.59' J.5X • WATER TIGHT JOINTS ---, --!Iii'-- DESCRIPTION 6" HOPE 12 HOPE 18" HOPE• 12" HOPE 12" HOP. 24 HOPE I / I I ~ o· 5• 20· 10 SCALE: 1" = 20· 40° ·1 I ,.,-------~----I 414-48 -------- I I I I I I I I I I I \ ___ ,,---r-, \) --I 2 f---f---+-----------1---J---e-----1---1 I sH2EE1T J CITY OF CARLSBAD SHEETS ::=::::::::::::::.==:::::=EN::::G:::IN::::E:::E::::R::::IN:::G=D::::E:::P::::A:::::RT::M:::E::::NT:::::::=~s:::;;5;;:;;5~ BENCHMARK DESCRIPTION: 2 1/2' DISC STAMPED 'CLSB-011 LS 6215" IN CURB IW:ST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LDT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN -CURB ON m:sr SIDE OF PARKING LOT, 104 FT FROM SOUTfllW:STERL Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 11271 (Pr: NO. 71} ELEVATION: 17324 DATUM: NGVO 1929 ~-s.s-7L 12 'J. IJ TC 5'8/J TC DATE INJT!AL ENGINEER OF WORK A5-/3Ull1 THIS SHEET REPLACES SHEET 21 APPROVEO 7. '29 13. AOO SO ANO PERF. PIPES THIS SHEET REPLACES SHEET 21 ORIG/NALLY APPROVEO 11 '29 12. REVISE STORM ORAIN, BASINS REVISION DESCRIPTION DATE INITIAL DAfE JNIT!AL OTHER APPROVAL CITY APPROVAL PRIVATE STORM DRAIN PLAN FOR: LA COSTA TOWN SOUAR£ COMMERCIAL DWN BY: -n,~ PROJECT NO. CHKD BY:"-"~"''"~-C, f. 0/ 09 RVWD BY: , , - DRAWING NO. 409-4C ' ' ( o' s' 20' ----10 40' SCALE: 1" = 20' STORM DRAIN PIPE DATA NO 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 LENGTH SLOPE DESCRIPTION 129.5' 1.6% 24' HOPE 44.8' 16.1% 6" HOPE 150.2' 6.6% 12' HOPE 2J.2' 2J.9% 6" HOPE 40.0' 20% 6" HOPE NOT IJSEO 30.5' 31.2% 8" HOPE 2J.9' 35.2% 6" HOPE 1722' J./% 24' HOPE 48.4' 14.8% 6" HOPE 1720' 5.70% 12' HOPE 147.5' 281% 18" HOPE 14.4' 29.6% 12' HOPE 5.0' 8.9% 12• HOPE 5.0' 26.0% 12• HOPE 37.0' 18.3% 6" HOPE -.Jz:-F-, a-"'" 11ronr-l,O,t 0 i/DI L ""' /,0:: ,,,.,. 11nnr-l J.U 0 i/l,,i/L 7±. STORM DRAIN NOTES f. SEE 8/0RETENTION BASIN ()(Jll£T OETAIL ON SHEET 32 2 SEE ROOF ORAIN ()(Jll£T HEAOWALL OETAIL ON SHEET J FOR RIP-RAP, HEAOWALL ~ ROOF ORA/NS NOTE!! ELECTRONIC OATA RLES ARE FOR R&l:RfNCE ONLY ANO ARE NOT TO BE IJSEO FOR HORIZONTAL OH C~/~TS 2710 Loker Avenue West Civil Engineering VERTICAL Sl/RvcY CONTRot. Suila 100 Planning CorbJbod, California 92010 Processing 760-9J1-7700 Sur.-eying Fox: 760-931-8680 ODayConsultants.com I; \001017\_Comm~rciol\Groding\1090PG22-SDR-CC2.dwg Jul 10, 2013 3: 59prn "AS BUILT" DESIGNED BY: J.T .• N.F,AM, DATE: JANUARY 2012 _____/ 77/( -2~~ DRAWN BY: G.M •• J.S. SCALE: 1· = 20' PROJECT MGR.: T.C. JOB NO.: 101290-03 TIMOTHY 0. CARROLL, JR. D TE RCE ,7381 EXP. 12/.>1/14 ENGINEER OF WORK: REVI ~~ iv: ~ C~I 1 Ul1 I) DATE: 7/fr:/o / " -r/11g£ . TIMOTHY 0. CARROLL. JR. RCE: 55361 INSPECTOR ATE Xrefo: l090PG; 1090pgrd-c<Jn\r<Jctor-cc2; 1090pull-cc2; 1090pmop-cc2: I090PSfR: 10171P01-Cornrn; 1090FCRO: 1090pgrd--ph2-conlrodor-cc2: 1090FMAP: 1090FU"fL: 1090FSIR; 1090KGRD; tO~OKUTL; 1090PGRD -OS: 1090pg-txt-cc2; I0!77Ufl-Camrn: 1090putl-ph2-cc2; 1090PUfL-CC2-Llghh BENCHMARK DESCRIPTION: 2 1/2" 0/SC STAMPEO "CLSB-011 LS 6215" IN CURB WEST SIOE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTfl OF CAMINO DE LOS COCHES AND EAST OF CALLE TIM/TEO. SET IN CURB ON WEST SIOE OF PARKING LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS RECORD FROM: R.0.S. NO. 17271 (PT. NO. 71) ELEVATION: llJ.24 DATUM: NOVO 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I II -------------------------------- 131 ==~ ·. ~ -. '-" . -. . er-----'--. - - --c e.,,0.9 ===== I f1-1 CIJTOFF WALL PER OETAIL SHT. 32 \ ..,;"" OETAIL .· , 32 J; DATE INITIAL DATE INITIAL OTHER APPROVAL crTY APPROVAL ---I I \I ft--- ! 111 ! --"----1 ! f I ! rt---- , • I I I -";----I: I "'"""1-trt-rl-tt--------( 3 ~+---->,-::=i;::~-==ft~ PSB c.~---- 0'-- .. ··:::::,.. .::=·-.. :.... .. ,=.J ~ 0 ' PROWOE CLEARANCE ·. AROIJNO LICHT POST FOR SIJBORA/N PRIVATE STORM DRAIN PLAN FOR: 0 \ LA COSTA TOWN SOUARE COMMERCIAL SHEETS 54 ,,._.. -~ 7/,z~/(3_ AP~RC' ED:g_'--sz,j,<-~}i), Pf~·S=KI~~~- CIT ENGINEER PE 41204 EXPIRES 3/31/15 o;-(fE DWN BY: ·q.,c-PROJECT NO. DRAWING NO. ~~g ~~: ~~ C. T. O 1-09 409-4C 0106\4 082213 2 I I ,. ., ·er---_,. STORM DRAIN NOTES ;~: ft-"c------ 1. SEE BIORETENTION BASIN OUTLET DETAIL ON SHEET 32 2. SEE ROOF DRAIN OUTLET HEADWALL DETAIL ON SHEET J FOR RIP-RAP, HEADWALL & ROOF DRAINS STORM DRAIN PIPE DATA '-'NO """" LENGTH 1 47.9' 2 1720' 3 33.9' 4 7.9' 5 93.5' 6 18.5' 7 " ,. 8 31.8' > • ,,,._, 10 8.7' II co 12 7.5' 13 20.2' 14 18.6' 15 59.6' 16 37.2' fl 59.5' 18 29.0' 19 35.6' 20 9/,0' 21 29.2' 22 43.4' 23 24.4' 24 727' 25 34.0' 26 9/.7' 27 61/ 6' 28 29 20.7' 30 44.4' 31 33.2' ' 32 12.0' o· 5' 20' 10 SCALE: 1" = 20' NOTES /. CONNECT 4' PERFORATED SUBORAIN TO 4' PVC SOLID DRAIN. TIE TO UNDERGROUND DETENTION FACILITY. NOTE!! ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR vERTICAL SURvEY CONTROL SLOPE DESCRIPTION 41.4% 24' HOPE 7.1% 12' HOPE 6.0% 12• HOPE 43.0% 12' HOPE 1.9% 12• HOPE 11.5% 6" HOPE ~- 3.6% 6' HOPE 3.7% 6" HOPE /, {1 100.0% 8' HOPE 24% 8' HOPE 49.4% 8' HOPE 1.4% 12• HOPE 4.0% 8' HOPE 9.5% /2' HOPE 1.1% 8' HOPE 1.4% 6" HOPE 1.6% 18 HOPE 3.8% 8' HOPE 3.8% 8' HOPE 6.6% 12 HOPE 3.7% 12' HOPE 1.4% 6 HOPE 1.4% /2" HOPE 10.r 8~ HOPE NOT USED 7.5% 6' HOPE I.Off 6 HOPE /./% 6' HOPE 1.0% 6 HOPE 40' :, : I I • -? (? i \l Ii I f,_ I ft----- ) 16\ I H I+--'-'-'-"-"-'-' I I,,',-I±==~~:::-' PSf! 'k ' I V6\ I S££ SHEET 26 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODayConsultonls.com .'£CT ~LL 'DRAIN. W/ 4 'Op - Civil Engineering Planning Processing Surveying I: \001017\_Commerciol\Grading\CC6\1090PG23-S0R-CC6.dwg Nov 15, 2013 12: 45pm Xref~: 1090PG; l090PGR0-CC6; 1090PU IL-CC6: 1090PMAP-CC6; 1090PS IR; 1017TP01-Comm; 1090PG-rx f-CC6: 101 nu !l-Comm; 1090PU fl-CC6-P~l2; 1090PMAP-8DY S££ SHEET 19 ·-·-·":""""·-- r-i / / / \;____--,e✓,,;L:, \-r----,f-,c--' i· ~_1". SUBORAIN--l--!-!111 1(H-/-/ __ +/-/\ . / 'q,r . ,: ,, (T'tP) l t .· . 11 \l H. ,-/----~L ~-~~~-J /I· l~·~-~- / / / ;' -r----:"'--+J---:_ --,~/: ' I ' ' ' ' ' I ' I ' /: ' ' ' I " ' . ' I ' // / / / / j . . . ~-'• .... .;-----,f.---t-,?~~t.,··, STVB. :f.21,!lfl . '·-,.,'\ ·, __ , / / I I ~-'---'.-I I I I ' I ~~~--'' I l I\ I ·--;.---<,. 'Jlt DESIGNED BY: J.T .• N.F.,A.M. DATE: JANUARY 2012 "AS BUILT" BENCHMARK DRAWN BY: G.M., J.S. SCALE: 1" -20" PROJECT MGR.: __ T,.,C~---JOB NO.: 101290-03 TIMOTHY 0. CARROLL, JR. 1-----------------I RCE 55381 EXP. 12/31/14 ~0 ENGINEER OF WORK: ~"-~...:~--== /J=-,.,;\=t/__,...., __ .:::.,:DA=JE:c:....,/ 1 /1Gb TIMOTHY =ct&roro11, JR. RCE: 55381 INSPECTOR -~ DATE _:1!,J.lrs 7-'-ATE DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-0/f LS 6215" IN CURB MST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO 0£ LOS COCH£S ANO EAST OF CALLE TIM/TEO. SET IN CURB ON WEST SIDE OF PARK/NC LOT, 104 FT FROM SOUTIIWEST£RL Y CORNER OF RESTROOMS RECORD FROM: R.O.S NO. /1211 (PT. NO. 11) ELEVATION: 173.24 DATUM: NCVD /929 6 TC 5 '8. 13 TC I ' ' I I \ J I I )( "2r --I ---i__ ~ ~ ~ ------ (---, 9 488 28.6 _ \ I I ---'.-__j: I I I ,,----',-: ' I I "'c-----'ly: (§)~<Y' i i I I H-.\-----1 • I I I I I ! \ I -----< : ,./ rt---1~- ~ ij ij ' I I I'. I I• THIS SHEET REPLACES SHEET 23 APPRO',f;O 7. '29 13. s 23 " II II II II II II II II II II II II II II II II II ' II II II II II . II Ii " II II " II II II If II .J II II II II II II II II II II II II II II II II II I I t I I . - I I -t-~ 1, -- ii 'O.OO[v '28.54/J, 1 ·x12· 'BJ. .. I l----'-c~~ J. 9.11 . '8.45 \ I "'<tr I CI OF CARLSBAD SHEETS ENGINEERING DEPARTMENT 55 PRIVATE STORM DRAIN PIAN FOR: LA COSTA TOWN SQUARE COMMERCIAL 2 THIS SHEET REP/ACES SHEET 23 ORIG/NALLY ,,K~ tf:&, t'l · '3~/3 RE"1SE STORM DRAIN ct BMPJ'IEJ,ta,E._ !l<-i:G. 22. AP~RO' '"D:_~_Ll;:.IE, ~-;:t ~-~~-- APPROvt:O ff '29 12. R£"1SE STORM DRAIN, BASINS CITY E GINEER PE 41204 EXPIRES 3/31/15 DATE l---=-cccc-f-'C'=-+----------------+------1----1----l-----1 ~"'DW;N~BSCY;::: ==-~=:.==._=_=,;==~P~R~O:::JE~C~T===No;_==;;:::DRA;:=W:::IN=G=N=o. DATE INITIAL DATE INITIAL DATE INITIAL I if! ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~~g ~~: VO,., C. T. 0 !-09 409-4C 032S ·14 I/NS (TYP) A ' ' ~ ~ ~ V) !:::l V) \ \ Jo I o· 5' 20' 10 SCALE: 1 " = 20' NOTES 1. CONNECT 4• PERFORATEO SIJBORA/N TO 4• PVC SOL/0 ORAIN. TIE TO IJNOERGROIJNO OETENTION FACILITY. NOTE!! ELECTRONIC OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE f/SED FOR HORIZONTAL OR 'tfRllCAL SIJR'tfY CONTROl 40' '·- I: \007017\_.Commercial\Grading\1090PG24"·SDR-CC2.d"'<J .I.JI 10, 201.3 11: 59om -- '----~ II' f-------' II II II ---~ II H~---11 0 II II II II II II " II II II II 1/ -0 JJJ I ti '-1' IQ • I :t>'l,· I ,{ . . --! ,, ,j._,,/,j ', ::, ~ ,,;: :i--,: -,.~, .L:i;-,·,:~&-~-,;'.-JiJ":,:.,_ II II II II II II II II II H---+--+-'r12~--C,-~tICH~B.-:<IT'N~A1~~~~~□F#=~i' :;;R'·~~ .. ... . ~-. I L ············ .... . '' ,., , ... , .... II II \ II II ' II • II • -II • II • II II ·-;: II II " • \ .y \ ' ' \ I' I I \ 11 I I 11 \ '' I I '' \ '' ; 1 I '' \" 11 ,1 11 I 11 ,1 11 ,, I I I I I ' I : \ BRON(f_ HEEL PR GRATE 'NOS M .1214 334.J. TC . 333.IJ, Fl ----F5 -:E/.---~( , n"v1 n• nn / •v,n• n -, ?n 7 ~ ,,~ - c~~, s 2710 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fax: 760-931-8680 ODoyConsultonts.com FF'--334.9 12• CATCH BASIN W/ BRONZE HEEL PROOF GRArt INOSNo.1214 ___ JJJ.59 TC . · .. 3325572---------- 50 FF 334.9 J-, ).; <9. I s.o co. DESIGNED BY: J.T.,N.F.AM. DATE: JANUARY 2012 DRAWN BY: G.M .• J.S. SCALE: 1· -20· PROJECT MGR: TC JOB NO.: 101290-03 ENGINEER OF WORK: Gi ~ DATE: 7 /re,/)> ~ TIMOTHY 0. CARROLL, JR. RCE: 55381 f-1----=",-·---------~--·-:;;·--·~-.'--/ ... I -';,Qi) . J~ 0. )' ....__ r=v , l i ",,~: \ ' ~ S££ SH££T 28 "AS BUILT" ~C7__J :izb-TIMOTHY 0. CARROLL, JR. DATE RCE )i5381 EXP. 1~V31/14 Id rlf_(t (A,; ) INSPECTOR DATE Xref~; 1090PG; 1090pgrd-controctor-cc2; 109Uputl-cc2: 1090prnop-cc2: 1090PS rR: 1017 fP0I-Cornrn; 1090FGRD: 1090pgr<l-ph2-con\rodor--cc2: 1090FMAP; I 090FU TL; 1090FS rR; 1090KGRD: 1090KU fl; 1090PCRD-PH2; 1090pg-txt-~c2; 10177V IL-Comm; 1090putl-ph2--c,;2; 1090PU fL-CC2-lighls S££ SH££T 20 ·"' ~---:~-,,:-"--e''-------·,-·-:,:-::---~ .-:----'I, ------------- I I I ~ ~ STORM ORAIN PIP£ OATA KM LENGTH SLOPE DESCRIPTION 1 U0.45 1.55% 18' HOPE 2 23.40' 13.1% 8' HOPE 3 5.00' 116.4% 8' HOPE 4 25.Af' 20% 8' HOPE 5 18.0J' 222% /2" HOPE 6 /,f,,16' 0.91% 12• HOPE . I ~ . 11ffi.,j;;;'Cfil:==l'h~ (/ /;/ -------------==------ 1 8 9 10 II 63.85' 64.B' 58.58' 20.99 1.11 1.21% /8' HOPE 22% 8' HOPE 1.21% 18' HOPE 15.82% 8' HOPE 1.21% /8' HOPE 6" HEEL P. {NOS No.!214) 0/JllET -1'. lHROf,fH. WALL (F~-4Ji7, f --R()(Jf ORAIN W/7-JE, PER ARCH. P[AN. SEE NOTE 2 ' Ff: 335. ® UU >.gO i C 6• FF 335.1 CB W/ BRONZE HEEL -6RA TE NOS-No. 1-21 · ~ J. '2.0 Fl rr=334.5 ,,_-_..,._L 6' ~ 1,--, c'll If,/ BRONZF ,,--I PM -G'r41F-C HEEZ .·• ' --i :14.36 Tc, :10.'1/~No:r:Tt,1· , --i FF 334.1fi ROOF ORAIN W/ HOWL. PER ARCH. PfAN, . SEE NOTE 2 --36-::::,-:i • ,, / , // / .... ··· T£Bt/Z - BENCHMARK DESCRIPTION: 2 1/2" DISC STAMPEO "ClSB-011 LS 6215" IN CURB WEST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CIJRB ON WEST SIDE OF PARKING LOT, 104 FT FROM SOIJTHWESTERL Y CORNER OF RESTROOMS RECORD FROM: R. 0. S. NO. 112 71 (Pr NO. 11) ELEVATION: 113.24 DATUM: NCVO 1929 I I j <pi ,.--,-._ J36 .9 I ··~ . 1! i._ . . / a,j -r--c<'-!E!c I / / .~1--,~1. • . •• ,:, ·1 r~~~ I . t! I • ' 12 106.23' 1.5% /8" HOPE 13 21.22 290% 12" HOPE 14 228' 16.3% 8" HOPE 15 -./;{}(/-+.()fl-611 ll6P£ 16 NOT IJSEO 11 16.41' 16.41% 12' HOPE 18 3.00' 20% 4"HOPE 19 30.00' 1.61% 8' HOPE 20 NOT /JS. 21 81./3' 5.85% 8' HOPE 22 30.00 1233% 8' HOPE 23 11.6 1.0% 4• HOPE 24 9.9 1.0% 4• HOPE 25 NOT IJSEO 26 35.0' 9.7% 8' HOPE 21 92.-12' 4.63% 12' HOPE 28 63. 7' 2.9% 8' HOPE 29 NOT IJSEO 30 I], 6' 1.0% 4• HOPE 31 NOT IJSEO 32 11. 0' 1.10% 6' HOPE 33 5.00' 6.-10% 12' HOPE 34 24.21' 23.15% 12• HOPE 35 8.5-1' 82.AfX 12' HOPE 36 5.00' 13.40% 12• HOPE 31 NOT IJSEO ~ .}8 126.0' /OJC 4• HOPE 39 Ci.SO'n' 4.ir~-8. HOPE 1 40 3.25' I.O;i 4-HOn 41 13.93' 33.11% 8' HOPE 42 39.4' 1.0% 8 HOPE 43 7.00' 1.0% 8' HOPE 44 ,, ,,,,, 6.fill 1, NGt'c ;,, DD 7 45 ., ,,,,.,.,, now 6 //8('£ , ,,,)Q u.w, ,f6 n n' '""' L'• 11nnr .,, I, .. illW V 1101 L 41 f'1 ,,, '""' ~• unoc: 10-U = • 0/Ui C 48 59.0' 1.0% 5· HOP£ 49 21.0· 1.1% 6' HOPE 50 15.0' 1.0% 6' HOPE 51 7.0 1.0% 6' HOPE 52 21.0' 1.0% 6' HOPE 53 11.5' 1.0% 6' HOPE 54 57.6' 1.0% 6-HOPE 55 11.0' 1.0% 6' HOPE 56 19.3' 1.0% rHOPE 51 12.5' 1.0% 8' HOPE STORM DRAIN NOTES f. SEE 8/0RETENllON BASIN (}(JllET DETAIL ON SHEET 32 2. SEE ROOF ORAIN (}(JllET HEAOIYALL OETA/l ON SHEET J FOR RIP-RAP, HEAOIYALL .t ROOF ORA/NS 2 l----f----+-----------1------1---l-----1-----" I S2HE4ET I CITY OF CARLSBAD SHEETS ~=='-==:::::::::EN::G::IN::E:::E::R=IN:::::G=D::E::P=AR::T:::::M:::E::NT==='.:'s:::5~4;;:::~ PRIVATE STORM DRAIN PLAN FOR: DATE INJTJAL DATE INITIAL DATE INIW.L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA TOWN SOUAR£ COMMERCIAL ~p~. vED: . ~~'-)1~N/~·P=E=S=KI~~~~--~ _,f!_11/;,1_ CIT ENGINEER PE 41204 EXPIRES 3/31/15 DArE DWN BY:.~~- CHKD BYI-J'.~, ~ RVWD BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4C 082213 ~H/Jf.l/CEPTOR RCH. PLAN (T'rP) ~ -------- ,J"~·-· f • C'&; I .·. . 7' i •· •• I ·S.."'<'G' I fr'~i-/4-..;..c/JTOFF 'All. r, I I I I I .Iii I l/ I f/16CR,,r,; U . ,, ll'(s RE'P,n " · '-"RT 59 fl-/ . I , \ . "'"'~~, , I \ 1 \ . ' ' \ I \ / \ I • ,··-. , \ \"' . '--.'-, ~ -,..:.__ n~ ~ . ~.... -_,.., ...... ··. .· ~ ~-·. ·. \ . -•, ---J. . -.339 . I I r -~ I I ·-,_'..-,_, ii o~~ @.~. "" '•, ' I . . I . --•, ~ 21£ FG ~ ·-, ..... -.. ' . SEE SHEET 29 SEE SHEET 21 ---ASIN :ZZ- . 341.7 FG \ ST()ffM ORAIN 1/NOER WALL W/ MINIM/JM 4' ClEAR 34267 BW, 336.85 Fl 18") ' z,, !r. "'~ ~,, '., ;;ro_ 1 ··""'--G, FF 341.37 . 47ic;t-1,I/JJt:01JUo. f1€EL- . PTZ"'F 6Jll!'ff·NVS: 1!!,, f '1 r-<c 17"' ... --------FE:_ 341:31 [t:-:r-,:c;:_:~~ · ·-;;;;:HJP£co ,:.:;.·.::.:~----""·. ~c:,1:,....,_ ··· l --r(r-7 -... -.1 ·-/ .. . •,. •, FF 344.7 '::--.::·,··-... . '•""' ..,,, .... . _.,, /. -~J-. ·• ; 9Js • @ ,, OPEN SPACE '- "SMT PER RNAL MAP I o· 5' --20· --10 SCALE: 1 " = 20' 40' ,,~· STORM DRAIN PIP£ OATA ·"' STORM DRAIN NOTES 1. SEE BIORETENTION BASIN OUTlET DETAIL ON SHEET 32 2. SEE ROOF DRAIN OUTlET HEADWALL DETAIL ON SHEET J FOR RIP-RAP, HEADWALL &-ROOF DRAINS NO I 2 J 4 5 6 7 8 9 10 . /3\ 12 -~ " 14 15 16 17 18 19 2'\ 20 21 22 ) 23 24 ' 25 26 • 27 28 '29 V JO ; JI ~32 LENGTH 226' 23.J 28' 203.5 29.0' 29.0' 29.0' 29.0' 29.0' 13.0' t9· , ~8' 88.J' NOT //SEO 320' 429' 1298 47.7' 63.0' 26.5' 21.0' 21.0' 11.8' 1.2 7.5' 8.6' -~ . -=-U''I 71 ~ , ,. ~ ,,. 971 'fZ, 1 SLOPE DESCRIPTION I.OX 12• HOPE I.OX 4• HOPE I.OX 4'HOPE 5.5X 8' HOPE II.OX 6' HOPE 19.JX 5-HOPE 26.6X 6'HOPE 30.JX 5-HOPE I.OX 6" HOPE 70.2X 5-HOPE ~ 18:~ ) 1.2X • JI.IX 8' HOPE 7./X 9-HOPE I.IX 2•/."HOPE l.2X 8' HOPE 49.5X 6' HOPE 20X 6" HOPE l.7X 5-HOPE 6.2X 6" HOPE I.OX 6" HOPE I.OX 6" HOPE I.OX 6" HOPE I.OX 5· HOPE I.OX 6" HOPE I.OX 6" HOPE M . -.1• ,,-;.,, -'. nn~ •• i,nnr ..,,,,,-T -1n;,1 L nn~ -..--.1• 11nnr ' iiPi C nL' ,._ ZD, ;;r;,w .;" H0l'£ '1 ....._J......__,. ......_ ...... , _ _, , _ _, ~-, ~-, ,_,,,....,.,~,--"-✓'-... '-t===~=r~~==r~~~~~~==~~=~~~===~==============r====J=====r====1===~-r;::::;;;::;;;;:;:::;-;::;;;;:;::::;;::;;::::;;::;:::;;:;:::;:;;::;:::;::::;;i~~~~2~ '--.../'--"' 1---+--+--------------+----l----l--l------< [m CITErGIN~[NG ~~~k~N~AD SH54s NQmt ELECTRONIC DATA ALES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 'IERTICAL SUR'IEY CONTROL I: \001017\_Cornmerciol\Crodin<J\CCJ\1090PG25-SDR-CCJ.d<1g Sep 1J, 201 J 10: 0Jorn 271 0 Loker Avenue West Suite 100 Carlsbad, California 92010 760-9J 1-7700 Fax: 760-931-8680 ODayConsultonts.com Civll Engineering Planning Processing Surveying DESIGNED BY: J.T .• N.F.AM. DATE: JANUARY 2D12 DRAWN BY: G.M,, J.S. SCALE: 1 • = 20' PROJECT MGR.: _T,.,C~, __ JOB NO.: 101290 03 ~ .,,A "AS BUILT" 0{ TIMOTHY 0. CARROLL, JR. f------------------1 RCE 5 381 EXP. 12/31 14 ENGINEER OF WORK: DATE: TIMOTHY 0. CARROLL, JR. RCE: 55381 INSPECTOR Xrnf"I'. 1090PG; I 090PGRD ·CCJ; 1090PU fl-CCJ: l090PMAP-CCJ; 1090PSTR: 101 TJP01 -Comm; l090FGrm; 1090PGR0-CCJ-PH2; I 090FMAP: 1090FU IL; 1090FSIR; 1090KGRD; 1090i<U rL; 1090PGRD-0S; 1 090PG-rx f-CCJ; 101 nu fl-Comm; I 0S0PU ll-CCJ-Pl-12; 1090PU IL-CCJ-Light~ BENCHMARK DESCRIPTION: 2 1/2" OISC STAMPEO "CLSB-011 LS 62/5" IN CURB WEST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALlE TIM/TEO. SET IN Cl/RB ON WEST SIDE OF PARKING LOT, 104 FT FROM 50/JTHWESTERL Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) ELEVATION: 173.24 DATUM: NGVO 1929 5. '8 73 TC DATE INJTIAL ENGINEER OF WORK DE:L.E'.TE AND REVISE STZ>RM DRAIN THIS SHEET REPLACES SHEET 25 APPROVEO 7-29-13 2 IK'/j] .1,&W.-1 RE'r1SE STORM DRAIN THIS SHEET REPLACES SHEET 25 ORIC/NAll Y APPRO'IEO fl '29 72 RE'r1SE STORM ORAIN, BASINS DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL IR DATE INITIAL CITY APPROVAL PRIVATE STORM DRAIN PLAN FOR: LA COSTA TOWN SQUARE COMMERCIAL ~ _qlt'-)L A~~D:lv~ V}}i P~-K=I ~~~- Cll ENGINEER PE 41204 EXPIRES 3/31/15 DAfE OWN BY: U,(~ PROJECT NO. DRAWING NO. ~~g ~~: =~ C. T. O 1-09 409-4C 010614 1 3' MIN. I' MIN. SEE DETAIL r; SHEET 32 FOR SWALE &-LINER DETAIL STORM DRAIN PER 01/f; W9-,f SWALE DETAIL NOT TO SCALE 18" RCP CASINO POL )ETHYLENE CASING /NS/JLA TORS SPACED @ /0" QC 12" HOP£ STORM DRAIN @BELL DETAIL -STORM DRAIN CASING®© NOT 70 SCALE STORM DRAIN PIPE DATA NO LENGTH SLOPE DESCRIPTION I 2A 36'-;##1€-RCP' 28 36'#6fl€ RCP 2C • 3 12• HOP£• 24' HOPE 2 • HOPE • • , • • •12 8.0' 128.8% 12• HOPE • '/3 15.-f' 29.5% 12• HOPE ' 16 13.2' 1.5% 36' '18 33.7' 226% 6 •WATERTIGHT JOINTS NOT£!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL 2 1 3 I o' 5' 20· 10 40' SCALE: 1" = 20' MOO/F/EO SORSO 0-75 TYPE '8' ORA/NA GE DITCH _ ___., RETAINING WALL PER SHEETS 43-45 't- WALL SUBORAIN MODIFIED BROW DITCH NOT TO SCALE STORM DRAIN NOTES 1. SEE BIORETENllON BASIN OUTLET DETAIL ON SHEET 32 2. SEE ROOF DRAIN OUTLET HEADWALL DETAIL ON SHEET J FOR RIP-RAP, HEADWALL &-ROOF DRAINS 0-'~~ DESIGNED BY: J.T..N.F . .A.M. DATE: JANUARY 2012 "AS BUILT" CONS U ~TS 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODoyCansultants.com Civil Engineering Planning Processing Surveying DRAWN BY: G.M. J.S. SCALE: 1" = 20' PROJECT MGR.: _T=,C~_ JOB NO.: 101290-03 TIMOTHY 0. CARROLL, JR. f--------------_J RCE.,5)5381 EXr, 12f1/14 ENGINEER OF WORK: " -;,;'_.,.-c~~-:c=_..~•clt(~~'__ _ _JD~AT~E::_l_l~~,~/1,~J,:00v~"'-'-"=-'---l~+-Y,.-=-l~--_::_ TIMOTHY 0. CARROLL, JR. RCE: 55381 ~ DATE ~✓lt/r~ ~ I: \001017\_Commerci1Jl\Grad;ng\CC7\1090PG2G-SDR-CC7.dwg Dec 20, 2013 1: 52pm Xrefo: 1090PGRD-CC6; 1090PUlL-CC0: 1090pmop-cc6; 1090PS1R: \0171?01-Comm: 1090PGR0-CC6-Pl-l2: l090KGR0: 7090KUll: 1090PGR0-0S: 1090PG-1X1-CC6· 10177Vll-Comm· 1090AN· 1090PUll-CC6 Fl'2· 10 • , , -, . 90?G-1Xl'-CC5-PH2: 1090PG: 1090?MAP-BDY SLEEVE /JNOER ~ RETAIN/NC WALL, SEE DETAIL SHT. 32 -r,p, 291. 284. 2M. \ \ SEE SHEET 30 BENCHMARK DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 62/5" IN CURB WEST SIDE OF COMMUNITY LOT LOCATION: COMMUN!IY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO SET IN CURB ON ~ST SIDE OF PARK/NC LOT, I 04 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS RECORD FROM: R.OS. NO. 17271 (PT NO. 71) ELEVATION: 173.24 DATUM: NGVO 1929 ·7/, "',/ / ./ ,/ I; .I =,.,,,,,,,_\ ,/ I I I \....._/ 00/f/£0 CURB--ct--t 01/TIIT PER .BU/LO/NC PLAN I., WAlt R C-6 ,· (TYP) /I l I I / ROOFORAIN PE, .fl/J/LO!NfLPLAN -----r (TYP): ,, t I 00/FIEO cu. OUTliT PER BLOC. PLAN (TYP ''.I \ ) / 6. @f I I I I I I I I I I j I I I I I ,, I ,- / / / , I / / / / 12• NYLOPLAST CB 111TH llll/JM CRATE 315. 7 TC, 311.1 fl i . -~.-' ROOF ORAIN1 OU (l£T TO/ / Sl1/EET (TYP)j 12· ' i • C 30-i.O fl SE;WER EASEMENT I TQ LWO. 1 OOCNQ 1 2012-0742604, \ · ."REC /1-28-12 '. 12· N,YLOPLAST CB \~ /' \ .. . 'I,/ CRA.TE //·: 1 ' 307.7 TC r .· . ;, / ,' / ,' / 303.0_fl // , ROOF ORAl/j OUTlET ( / TO ST/f£ET (TY/') .. / '\ " ROO/'ORAIN PER· ; ,24"X24' CO , .. BU/LO/NC PLANS/ · lllAFFIC OVER (TYP) \. / / 301./,JC . 300. W'fl 2¥·x24• co TH lllAmC CO VER, / 307.5,TC, 300.00 fl ·,, !8"X12"X!8' PVC TEE ', · '•. ,, ! '. I ·, I-.... /•... !-1.J o I ••; !,..:; I 2 j --,.;: ,' • tf) \ \. \, 1fSf' .£LANl 291."5 fl (181. sEWE/? fAstiiiNr To L wo. 294.70 fl (12'/ · DOC NO. 20/2-0142604, MOO!FIEO CURB ou11it ... . REC 11~2a~12 PER BU/LO/NG PLAN (TYP) ROOF DRAIN PER BU/LO/NG PLANS (TYP) ROOF DRAIN OUTLET TO S711£ET (TYP) 6' CB WI BRONf, HEEL PROOF CRA .6 . s ~ PS/9 r~-~0--'---= MOO: X=3; Z<6'. 2 t===t==+====================~t==j===t===i===i I SH2E6ET I CITY OF CARLSBAD SHEETS 1 ENGINEERING DEPARTMENT 55 A5 ~ /!111i-r i=A;;;=½1;;;:WA;;T£~STi;;ll;;;:'RM~DRA~IN~A~1A~N=fi~ll=,;:'R:=::::::::===~s;:;;;;;;=~ 'l::. THIS SHEET REPLACES SHEET 26 APPROVED 9 '26 /3 1t·'U>·I~ G.vP LA CO'C"T,"A liO'"W 50"' D'£ RE'i-1SE BASINS, AOO STORM DRAIN I .J ~ rri V~fT, THIS SH££T REPLACES SHEET 26 APPROVED 7. '29 13 COMMERCIAL t;;;;j~~;;~~=jR.i'E~'i-1SE¥d11:f1r4;'.';',;L1,~gCR.g:-1~0,~v,~w~ct~fi~1JR~JB~v1.~r~n~vM~Gj2~s!=:====t====±====±=i==±=i=j ~~~~=;;;~=,:;==:';';=c:,:=~~;'=========! 1 THIS SHEET REPLACES SHEET 26 ORIGINALLY APPROVE~E~: ~~ESJ!?d APPROVED II '29 /2 RE'i-1SE STORM DRAIN, BASINS CITY ENGINEER PE 41204 EXPIRES 3/31/15 o1Zi·EU. •l°3 1 RE'i-1SE STORM DRAIN ~~~::===71==~~::::::::::::::::=::::::::::;-;::::::::::::::::::=~ ,'tf::~t,~~~~"-"""--"'-"""'--""'""'----------+--DA_J_E---1-IN-IJ-IA_L_j___D_'AT_E_L'__J 'DWN BY:-~-PROJECT NO. DRAWING NO. REVISION DESCRIPTION INITIAL CHKD BY: ..!lr:1-C T. OTHER APPROVAL CITY APPROVAL RVWD BY: • • 01-09 409-4C TC 8 15 13 TC 5 '8. 13 TC J 18 13 TC DATE INITIAL ENGINEER OF WORK i / ~ "l , / ~~ i ,/( V) .·· ~r ! ,,/ T .:::::._, .,./ I / ~ -,,.-I I-I----~ ,.. I -.,.:., . s.--~-~-~-~-~-r~------._ I V . Y. '•,, •• I ' I I, . :<"'\\:, _: .) ' I , ~T PER I I I j _,/·•' A\~\\ ' ' '; ' \ , .·1 ; . BL11 PLAN G ,;,"%,•.:,:\ '(1.:0....----:7 \ ' ·. <",. F. : • .. ·, ~ ~ ~ ~ \\\ \ ~. ·· .. ·· 0..• .. ···.·•.··.· ~-... ·.1··. ·~,,;,-\ 'PEN, , • -\( J,·1-~ '.ACE \; ~-• .. \ \ ;'' ,_,'\ \ " ' , \ ,,, ' \ \ \ ' ,.;---, ,. CUTOFF' WALL PEi~l?,-'~-'\-'7 DETAIL '£ET 32 • . ' ·,)., \' . I STORM DRAIN NOTES f. SEE BIORETfNTlON BASIN OUTLET DETAIL ON SHEET 32 2 SEE ROOF DRAIN OUTLET HEADWALL DETAIL ON SHEET J FOR RIP-RAP, HEADWALL & ROOF DRAINS NOT£!! -~-:_-::_re----®r=iis;e--1 IS' ~ J' 4, rrPE A-4 C.ll. MOO: X=J' Z<6' '----. 302. 83 R. IN 30260 Fl OU 9l 0--308.35 R,~'I,( ::-::::=__-------f \ DESIGNED BY: J.T..N.F .• A.M. DATE: JANUARY 2012 DRAWN BY: G.M., J.S. SCALE: 1" = 20' PROJECT MGR.: _T-.C ___ JOB NO.: 101290-03 "AS BUILT" ~Q; d~~ TIMOTHY 0. CARROLL, JR. DATE RCE /,5 gs 1 EXP. 12/31 / 14 ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL 2710 Loker Avenue Wes\ Suite 100 Corlsbod, California 92010 760-931-7700 Fox: 760-931-6680 ODoyCo nsu ltonts.co rn Civil Engineering Planning Processing Surveyin',l ENGINEER OF WORK: ---~__// DATE: f,./'Jo/t') ,.,_/2(=Vl""r:H"'-'E ,_._· :--ly{,,_-,,.,__-"-"l.'-'/\-...._./=="" r-1,-),< T-IM"-O-THY--0.-CAR=-RO=L"-L,-J-R-' . .,__~R-C-E:~5-!:53~8~1~ INSPECTOR ' ~ l:\00l017\_Commercial\G/()dlng\CC7\I090PG~7-SDR-CC7.dwg Dec 20, 201~ 1:51pm"'. . ll p~ p By lOgQPG lXT CCS PH2 Xrefs: rngoPG: l09Dpgrd-cc6; 1090pmop-cc6: 1090PS1R; 10177P01-Comm, 1090KG"D, 1090Kllll_, 1090PGRO-OS: 1090pg-M-ccti: 10177Ull-Comm; 1090;ivtl-cc6-ph2: 1090pgrd-cc6-ph2: 1090pg-i.x\-~c6-ph2; 1090pu -ccG: 1090 .,/\ -D: - - - FF 327.0 \ BENCHMARK DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215" IN CURB IW:ST SIDE OF COMMUNITY LOT COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON IW:ST SIDE OF PARKING LOT, 104 FT FROM SOUTHIW:STERLY CORNER OF RESTROOMS R.0.5 NO. 11271 (PT, NO. 11) I 13.24 DATUM: NCVO 1929 /_ -----:".,'V ~-f-- ' ·, • STORM DRAIN PIPE DATA o' s' ' •. 10 I I 20' SCALE: 1" = 20' 12 /J 14 LENGTH 48J9' 18. o' 10.7' 12.7' /J2.9' /J.0' JJ.6' 80.0' 75.5' V :s; NOT USED 49.4 2.. 107. 7' J.0' 116,8' 124.6 80./ SLOPE 56% 1.1% 12.6% 39.5% 38.5% 2.0% 1.2% 1.0% 17.4% 8.8% 1.5% 2.5% 23.0% 1.0% 5.0% 6 8.8% 11.4% 14 1.1% 3.0% 4.8% 1.5% 1.1% EXTEND PIPE 6" BEYOND _ _, FACE OF WALL. 2'x2' RIP-Rl,P w,mo. 2 BACK(NC 1.9% ----f-- '-¢3 ',. . . \ SEE GRADING PLAN C6 DA CA 32 JJ 34 35 36 37 38 39 40 41 42 /6,5' 50.5' 28.7' 26.4 220' 11.5' 8.0' 14.2' 8.8' J/.2' 2.8' I 3% 3.4% 3.4% 12.0% /J.% 0.6% 25.0% JI./% J/,3% 14.2% 34.1% 4.6% 37.5% ' WATER TIGHT JO!Nr ~.-----t........_........,,...._:·~·•,., TRENCH O.RAIN PER NOS 5528 334.22 TC '21.40 Fl I I I ·r I I 1 ----------------·----~ /-·· I I I I I I 1 •••.• ~~ DWG. 474-lA I 1 ··' . I DESCRIPTION 24" HDPf 12" HOPE /2" HOPE 8" HOPE 24" HOPE 6" HOPE 8" HOPE J"H,'P, 6" HOPE 18" HOPE 6" HOPE 2 'D '£ 6 'D '£ 6" HOPE 4" HOPE 4" HOPE 8" HOPE 4" HOPE 4" HOPE 4" HOPE 4" HOPE 4" HOPE 12" HOPE 4" HOPE 4" HOPE 4" HOPE 4" HOPE 4" HOPE 4" HOPE 4" HOPE 4" HOPE 4" HOPE '-::;-;c::-f-t-:=--t-~::-c;.-:~---------t-----,---,----,-, I S2HE7ET I CITY O,F CARLSBAD SH5EE5TS ' · TL AS-8/J/L-T ENGINEERING DEPARTMENT TC THIS SHEET REPLACES SHEET 27 APPROVED 11-8-13 l'l·'lb·l!o GIi!' ~P.=R.=WA=r.=E=-s-'=ra=R.=='M=O~i'i'A~IN=P.~~=N~FO~R~:======~;;;;;;;;::;~J ADO STORM DRAIN 10 II 13 TC THIS SHEET REPLACES SHEET 27 APPROVED 9-26-13 RE'v1S£ STORM DRAIN 8 15 13 TC THIS SHEET REPLACES SHEET 27 APPROVED 7-29-13 RE'v1S£ STORM DRAIN, BASINS 5 "8. 13 TC THIS SHEET REPLACES SHEET 27 ORIG/NALLY APPROVED II '29 12 RE'v1S£ STORM DRAIN, BASINS DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LA COSTA TOWN SOUAR[ COMMERCIAL APP'1t,;: J(.N 7A VAN CITY r GINEER PE 41204 DWN BY: . CHKD BY:.:::16(~-- RVWD BY: PROJECT NO. C.T. 0/-09 i'Z, 'Z(,, 13 DATE DRAWING NO. 409-4C , I STORM DRAIN PIPE DATA / JZ!l.~/Jj le' ~- 1--.till LENGTH SLOPE DESCRIPTION I I 15a4' J. IX 24" HDPE 2 98.5' 29X 24" HOPE J 1J.J' 2a6x 6" HOPE 16\13 ; ,1J. :;' ?M~ 18" HOPE 5 I 5' 4.16X J 8" HOPE -, ,. 7 /J.J' 21.lX 6" HOPE 8 J9.4' 2JX 12" HDPE /" 9 JS.I' 2JX f2"1f!fift ~ ~ /0 ,oaJ /./;{ 12 ' 0 I fl_ II 11ae' 8.2X 12• HOPE 12 96.8' 5./X 18" HOPE /J 928' 6.7:r re· HDPE ) 14 J9.5' 7.0X 6" HOPE It: k,'/2 I ~· ~ ,,. JJno, 17 17.5 UI :~1 ' /[J J~.8 ~-' ) 19 J9.9' J.OX 6" HOPE ' 20 18.J' J.OX 6" HOPE 21 11.8' I.OX 6" HOPE ~ , •oo' ;,§ ,,. e 2 :.Y 0 , n;J /, 0 ' 25 16.9' l.2X 6" HOPE ' 26 JS.,, I.OX MIN. 6 • HOPE ROOF DRAIN \_ 27 27.5' I.OX MIN. 6 • HOPE ROOF DRAIN 28 f ,. 7.' LOX JIIN. -6 • HOPE ROOF DRAIN 29 /18' I.OX MIN. 6" HOPE ROOF DRAIN JO 16.6' 21.0X 18" HDPE STORM DRAIN NOTES !. SEE BIORETEN110N BASIN OUTLET DETAIL ON SHEET 32 2. SEE ROOF DRAIN OUTLET HEADWALL DETAIL ON SHEET J FOR RIP-RAP, HEADWALL & ROOF DRAINS o' 5' 20' 10 40' SCALE: 1" = 20' ,.-----,,---,-----7r--""" - \ 11 II \.. 11 / NOT£!! ·, '\ I • I --, I \ I I ' I I I I I I I I t : I I I I I' I I \ I I , I I '"'-I I I, (__Jis·FJI ,,--- i o',~ : ',, J ' I '. --',-y"-;,' I :. \ -+,-- ' I • ' I ' \ --1. I I ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VER11CAL SURVEY CONTROL ' (~ ' I~ . !} I• 4\ \ . ' . EXTEND PIP£ 6 ' BFYONO FACF OF WALL. .) ' 2'x2' RIP-RAP W/NO. 2 BACl(/NG \ \ \ TRENCH DRAIN PE;R ZURN MaDFL 2882-DCF W/ 8/(k:CLFAN TRENCH DRAIN INSERT (OR A~ EQIJAL) '· J 18'x4' TEE -\: 75231a90F14 31aJ2 FL ,e· ----r- . ' . . ' •. PSD C~~TS DESIGNED BY: J.T.,N.F . .A.M. DRAWN BY: G.M., J.S. PROJECT MGR.: T.C. 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, California 92010 Processing --~,Aj 760-931-7700 Surveying Fox: 760-931-8680 ODayConsultants.com TIMOTHY 0. CARROLL, JR. I: \001017\_Commeicial\Groding\CC7\1090PG28-SDR-CC.:7.dwg Dec 20, 2013 1: 50pm Xrefs: 1090PG; 1 09Ul'GRD-CC6: 1090PU1L-CC6; 1090PS1R: 10171P01-Comm; 1090KGR0; 1090KU7L: 1090PGR0-0S: 1090PG-1Xl-CC6: 10177U IL-Comm; 1090PG-lXl-CCG--Pl,2; 1090PU1L-CC6-PH2; 10S0PGRD-CC6-PH2 S££ SHEET 24 .\ s.o. ca P. '/I NOS 5528-.. JJ4.22 TC '21.40 Fl \ •. 00 11 00 \ \ SEE GRADING PLAN "AS BUILT" DATE: JANUARY 2012 SCALE: 1" = 20' ~Ai .3/~es-JOB NO.: 101290-03 TIMOTHY 0. CARROLL, JR. DATE RCE 55381 EXP. 12/31/14 /l I ;f ;~YD<A' ~ rtft3/4(-DATE:l:J~, . "' 1 7 DATE RCE: 55381 INSPECTOR ~---l!v,.,.==:l=I, l]f I I --·~" \ -(,-~. ' \ I , , ,, .l ,,,.. ( I • \ /.2" CA Tell BASIN W/ / BRONZE H.[EL PROOF/ 'ATE NOS No.12U ,fJ4.92 TG \ / :{JJ. J6 Fl -~ / I ; • 12• CATCH BASIN\ W/ BRONZE Hill·' PROOF GRATE NOS Na.1214 I I 'f..95 TC 'J.57 Fl ••-' C r4" N'lt,.ofu+s-r/c. I>'. . ,vJ/ A-rf&µM /1 flltw-· JfE!l LAN.ff ~ApE' fl.AN ' / \ ... , 112" CATCH BASIN W/ • BRONZF HEFL PROOF CRATE NOS No.1214 JJ4.90 TC / JJJ.58 Fl I "> .. (i ·, ' \ _,\1 ;\, TRENtlf :ORAIN PER NOS 552Er OUTLET 6" HDPE < .. \ \\, \ J.35. 17 Fl J29.00 Fl . " ! ,,,c \ . ' -,., . f,~•f""'-',.;¥ ci;;U"ii:' Q. • . r : : /jiff Jft,:~ CREEi~N~ t-·-·,_. ' ~ ', . ~\ ,,._. ·. ' ~\)~"' · .. _ •.·.. c,~'.v~ •: ) ~~-' i 0 '", "" ·, J38.78 TC . Fl C 37.2·FG ~"'." I •. 1-Q 5,:i • :--/-. ,, ...., tp _,.. ',,. ---. "o ""2> , ·,:,,; -~ ' ~ ·-.. ~ . . ~ . \ ':, ;_ -·, ,· '. ---.. i \ \i _\ --~-' . ·--,, . ~- · '\ ,c'," \ ···. ,:'. , , ·. --,---:::::::-<:::::_:::::_ •. ·. ,. . • - \ ,, a,' -.; "'• ' ,\ . • :-c: ,.. ~:i . q '. ---::-•:·<, \:,::-;.:,;'-. . .··•• .••. .-.,,. ' :!)O· •. . . ·•-::---- ' ' ' --...\,,._ \t-' ) .. \ \ \ ;,~ . . j I; ·! .11 \ v' r,.) 0 \ ' '· -..,, '" ' ···-.., \ ' -..,, \, '~\~ "' 'y'""t ' \ ' ' ' I \ 2 DWG. 474-lA l--:1<:i¥¥-+--'x...:':c-w,.:Cc!A~s-==-~li!v~,i"=r=cc==-c=~=c-=~~+----l-----+--~+----=--11 s2HEBET I CITY OF CARLSBAD SHEETS TC THIS SHEET REPLACES SHEET 28 APPROVED 12 'J. 73 \°Z·'U.·1~ E,~ '=~~~===~E~N:::G::IN::=E::E::Rl~N~G==D::::E=:P=A=:RT:=M=:E=:N::T==~;::::;;5;;5;;;:::;( ADO &-REVISE STORM DRAIN 'PR/VA TE STORM DRAIN PIAN FOR: BENCHMARK DESCRIPTION: 2 1/2' DISC STAMPFO 'CLSB-011 LS 62/5' IN CIJRB lff'ST 5/0£ OF COMMIJNITY LOT LOCATION: COMMIJN/TY PARKING LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALL£ TIM/TEO. SET IN CIJRB ON MST SIDE OF PARKING LOT, 104 FT FROM SOIJTHlff'STERL Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (P! NO. 71) ELEVATION: 17J.24 DATUM: NCVO 1929 TC TC 8 75 13 TC 5'8.13 TC DATE INITIAL ENGINEER OF WORK REVISE STORM DRAIN 4 THIS SHEET REPLACES SHEET 28 APPROVED 9-26-13 REVISE STORM DRAIN THIS SHEET REPLACES SHEET 28 APPROVED 7-29-13 REVISE STORM DRAIN. BASINS THIS SHEET RFPIACES SHEET 28 OR/C/NALL Y Af'<OROVED fl '29 12 REVISE STORM DRAIN. BASINS REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL Cln' APPROVAL LA COSTA TOWN SQUARE COMMERCIAL CITY ENGINEER PE 41204 EXPIRES 3/31/15 OWN BY: -. CHKD BY:'J,(!_ RVWD BY: PROJECT NO. C.T. 01-09 ,-z. 2':, • /3 DATE DRAWING NO. 409-4C 0 N ~ co G) 0 ~ "'""'0 c.n c.o c.n J:. n 1 I "CH BASIN W/ . HEEL PROOF 'lvDS NoJ2l4} TC FL -/ //" j 1' A/IN. J' MIN. 4" RED PAINT STRIPE .. ARO/IND PIPE (PER DS-3) \ \.·· fNsfcf,X. :.N~'f!fK . , ··: -,',: ,_',• ·.•: ;;;:, NO TE: ALL 0/AIENSIONS & SPEC/RCA 1/0NS I 12"AIIN. CONC ANCHOR ARE T'IP/CAL, UNLESS OTHERIWSE ,M ·c J.'""" SHOIW ON PLANS JUV--~JU RN/SH GRADE WELDED T'!P. ! 3/8" X 12" X [J' + PIPE 0.0.] STEEL ANll-VORTEX PLATE /4REBAR PIPE O.D./2 REBAR W£LOEO -'--1-'~-:::ii.:::::~=;~~~bTO STRAP 6" o.c. 1/2"X1/2" STEEL STRAP 111TH 3/8" SOLT DETAIL -DES/LT/NG BASIN OUTLET DETAIL DETAIL -GRATE ASSEMBLY NOT TO SCALE NOT TO SCALE NOTE: HOT DIP GALVANIZE ALL STEEL AFTER FABRICAl/ON I: \0C1017\_Cor1merck11\Grading\CC7\1090:iG29 -SDR CC7.d11g Dec 20, 2013 1: 4Bpm i "A BUILT" ~-~~-~~7'~ _3/4,).,-- TIMOTHY 0. CARROLL, JR. DATE RCE 5Jl381 EXP. 12/31 /14 ~, ,. ! / INSPECTOR Xrefs: 1090PG; 1090PGR'.l-CC6; 1090PUTL-CC6; 1090PMAP-CC6: 1090PSTR; 1017TP01 Comm; 1090FGRD; 1090PGR0-CC6-PH2; 1C90Fl,tAP; 1090FUTL; 109CFSTR: 1090KGRD, 1090KJTL; 1090PGRD-0S; 1090PG-1XT-CC6; 10177L:Tl Comm: 1090PUIL-CC6-PH2: 1090PG TXT CC6-PH2: 1090AN: 1090PMAP--BDY 5 !'~~',J,'.,,\ SE£ SHEET 31 I ., 7 I 1-···-., I I I \ \ \ I I / / / I PAD=330.0 PAD=324.9 I I I I S/JBDRAIN ,, 1% (T'IP o· s· 20' t I \ , ~ SEE GRADING PLAN DWG. 475-2A PAD=320.5 STORM DRAIN NOTES 10 SCALE: 1" -20' !. SEE BIORETENTlON BASIN OUTlET DETAIL ON SHEET 32 Z SEE ROOF DRAIN OUTlET HEADWALL DETAIL ON SHEET 3 FOR RIP-RAP, HEADWALL & ROOF DRAINS STORM DRAIN PIPE DATA ,,..Nd' LENGTH SLOPE DESCRIPTION I 52.J' 2.9% /8" HOPE 2 49.8' 4.0% 12" HOPE ft\,'!:' ' }§ ,' ?".0~ '8" Hf'Ol 4 16.9' 24.0% 4" HOPE ) l 5 25.0' 24.0% 4" HOPE 0 .., f..~ 1,0:g 12 HOPE 7 58.5' 21.1% /2" HOPE 8 52.0' 12.9% 18" HOPE 9 3.0' 6.7% 8° HOPE '10 74.4' 8.0% 18" HOPE' ' , II 2.5' 6.7% /8° HOPE' / Ll!.I ~ I? 4' ' co ,a• I . A \_ STfJRll~¼N. :.,,!J,-~ ' 4-li ~ ,6. ./ · ,1 34. . 'i ' ' - ' WATER 1/GHT JOINTS NOT£!! ELECTRONIC DATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL 74 , DESIGNED BY: J.T •• N.F •• A.M. DATE: JANUARY 2012 DRAWN BY: G.M .• J.S. SCALE: 1" -20" 40' PROJECT MGR.: _,J-,C~, _ JOB NO.: 101290-03 2710 Loker Avenue West Suite 100 Carlsbad, Colifomio 92010 760-931-7700 Fax: 760-931-8680 ODayConsultants.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: ----CLI TIMOTHY 0. CARROLL, JR. RCE, 55381 J.C3/=Z3=/"-'1,:c+-..,,,R""-D-+'.:.9 ,._,,..,,,ff""re.=RE=Ncccct:=P_,1=11e=E.r'-;;,""i:..:1i2:.'IIIL::::.•2'1u;~14-=s.::.s-'-r:.2 tt::;__-1----1----1e.L'rc.:;;' hc:,' J""b..i.:::s:½~--J ~g CITY OF CARLSBAD l(EVIS!() GlfAPING ANP STo/l.H D/?Jf/N /..r>T' t5. ~~::=:::::=,':::::::::=::E::::N:::Gl::::N::EE:::R:::IN::G=D:::E:::P::::::AR::::T=:M::::E:::::NT~~~;:::;;~~ BENCHMARK DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215" IN CURB WEST SIDE OF COMMUNITY LOT COMMUNITY PARKING LOT NORTH OF CAMINO OE LOS COCHES AND EAST OF CALLE 1/AI/TEO. SET IN CURB ON WEST SIDE OF PARKING LOT, 104 FT fROAI SOUTHWESTERLY CORNER OF RESTROOMS R.O.S. NO. 17271 (PT. NO. 11) 173.24 DATUM: NGVO 1929 10/ff/lJ TC 5/8. 1J TC DATE INITIAL ENGINEER OF WORK /?lflllSffP Sf'()/t/1 DftAltJ CHA/ff. ,fEII/Sff Sl(ffffT ZS. PRIVATE STORM DRAIN PLAN FOR: 9 59 AJ·6VILT' THIS SH££TREPLACES SH££T 29 APPROVED \'l•'U.•I~ G>vl' [A COSTA TOWN SQUARE II 11 13. REl4SE STORA/ DRAIN I CO'UU'[i'D/'IAL THIS SHEET REPLACES SHEET 29 APPRO'tf:O MM, rfvl.fi 9 '26 13. REl4SE STORA/ DRAIN THIS SHEET REPLACES SH££T 29 ORIG/NALL Y S 3/31/15 REVISION DESCRIPllON DATE INITIAL DATE INITIAL PROJECT NO. C.T. 01-09 l'Z ·2~ ,/?, DATE 409-4C OTHER APPROVAL CITY APPROVAL DWN BY: ~,,_. _ CHKD BY:Q/~7!.._ RVWD BY: I DRAWING NO. '---------' i ' o' 5' 20' 10 40' SCALE: 1" = 20' STORM ORAIN PIPE OATA NO LENGTH SLOPE I J.37' 38.3% •2 12.8' 10.lX '3 32.9' 28.4% • 4 8.2' /OB.OX ,5 21.8' 29.6% 6 39.0' 20.2% 7 /J.3' 1.5% '8 5.0' 10.?X 9 12.2' 20.2% 10 9,0' .x • WATER TIGHT JOINTS DESCRIPTION 2,f' HOPE /8' HOPE' /8' HOPE• /8' HOPE• /8' HOPE• /8' HOPE 18' HOPE 18. HOPE• /8' HOPE JO" RCP CASING 'HOPE \ \/ ,,\ / \ POLYETHYLENE CASlNC IN SULA TORS SPACEO @) /0" 0.0. /8" HOPE STORM DRAIN @BELL ' \ ' / / DETAIL -STORM DRAIN CASING ©® NOT£!! ELECT/?ONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONT!?OL NOT TO SCALE c~~,s 2710 Loker Avenue West Civil Engineering Suite 100 Plonning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fax: 760-931-8680 OD□yConsullants.com l ! "AS BUILT" DESIGNED BY: J.T.,N.F . .A.M. DATE: JANUARY 2012 DRAWN BY: G.M. J.S. SCALE: 1' = 20' ~ (J__J/ _3,J/2..--PROJECT MGR.: T.C, JOB NO.: 101290-03 TIMOTHY 0. CARROLL, JR. ' I DATE RCi))5381 EXP. 12/31 /14 ENGINEER OF WORK: ;3~ ! -t!r-!tr -~Ct! ,, ' I/\ "") I~~➔ DATE: --TIMOTHY 0. CARROLL, JR. RCE: 55381 INSPECTOR 7 loATE I: \001017\_Commerciol\Groding\CC7\to90PG30-SDR-CC7.dwg Dec 1S, ?U13 9: 39orn Xrefs: 10~01'G; 1Q90PGRD-CC6: to90PUll-CCU: 1090PMAP-CC6; 1090PS1R; 10177P01-Comm: 1090FGRD; 1090PG~D-CC6-l'l-l2: 1D90FMAP; 1090FUll; 1090FSlR; 1090KGRD: t090KUll; 1090PGRD-0S; 1090PG-1Xl-CC6; 10177Ull-Comm; 1090AN: 1090PU1L-CCB-Pi-l2; 1090PG-7Xl-CC6-PH2: 7090PMAP-8DY 5££·--SHEET 2 --- I I ~/ ,•'/\' /,-,,· BENCHMARK DESCRIPTION: 2 1/2" 0/SC STAMPED "CLSB-011 LS 6215" IN CURB WEST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES AND EAST OF CALLE IIMI TEO. SET IN CURB ON WEST SIDE OF PARK/NC LOT, 104 FT FROM SOUTHWESTER/ Y CORNER OF RES/ROOMS RECORD FROM: R.O.S. NO. 17271 (P! NO. 11) ELEVATION: 173.24 DATUM: NCWJ 1929 7L 12. 'J. 13 TC 5'8.13 TC DATE INITIAL ENGINEER OF WORK SEE GRADING PLAN THIS SHEET REPLACES SHEET 30 APPRO~D 7. '29 IJ. RE'.1SE BASIN, S.O. C/.EANOUT THIS SHEET REPLACES SHEET 30 OR/CINALL Y APPRO~O II '29 12. RE'.1SE STORM DRAIN, BASINS REVISION DESCRIPTION DWG. 474-lA r:: 7:"-i I ~~ I " " ' " MODIFIED WINC-TYPE HEADWALL PER 0-34 OF SORSO BOTTOM COARSE ' " '· " OF BASIN ( ACCRECA IE T ,.,.-MODIFIED TRIPLE TYPE 'C' CATCH BASIN PER 0-08 OF SORSO '<-@~~ ·'.,: ,,. / ?(Y/i.>7/7 6"HOPE I IT PERFORA TEO -J ~ DRAIN H-1-:--:::, -10" DIA. OPEN/NC SECTION A-A 6.-J . I f A ~ 5" DIA. OPEN/NC ,--7.5' --- PLAN B 5"x6" REDUCER DETAIL -DETENTION BASIN OUlZET STRUCTURE NOT TO SCALE STORM DRAIN NOTES f. SEE BIORETENT!ON BASIN OUTLET DETAIL ON SHEET 32 2. SEE ROOF DRAIN OUTLET HEADWALL DETAIL ON SHEET J FOR RIP-RAP, HEADWALL & ROOF DRAINS PR/VAT[ STORM DRAIN PLAN FOR: SHEETS 55 l4 COSTA TOWN SQUARE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL COMMERCIAL CITY E !NEER PE 41204 EXPIRES 3/31/15 OWN BY: . CHKD BY: ✓i/. RVWD BY: PROJECT NO. C.T. 0/-09 l'Z. 'U, •/:", DATE I DRAWING NO. . 409-4C ' Ii ' I / SEE GRADING PLAN DWG. 474-lA STORM DRAIN NOTES f. SE£ 8/0R£7ENlla-l BASIN OiJllET OETA a-I SHEET J2 Z SE£ ROOF DRAIN OiJllET HEADWALL OETi FOR RIP-RAP, HEADWALL ct ROOF ORAA NOTE!! ELECTRa-1/C OATA RLES ARE FOR REFERENCE a-IL Y ANO ARE NOT TO 8£ USEO FOR HOR/Za-lTAL OR c~/~,s 2710 Loker Avenue West CiVil Engineering Suite 100 Planning VERllCAL S//R'fEY CONTROi.. Carlsbad, California 92010 Processing 760-931-7700 Surveying Fox: 760-931-8680 ODoyConsultonts.com I: \001017\_Comme1ciol\Groding \1090PG31-SDR-CC2.dwg Jul 10, 2013 11: 30um ·---' ' I ' ~ ST< ORAHL£ASE1t(ENT ...).....-1,<-\:::. PER RNAL MAP : ! / STORM ORAIN __ .i.., /J___.l\::_C PER OWG 409-4 ! , I I ' ' ' ' I ' ' ' -,11 . I I I II I ' ' ' I ' ' ' I ' ' ' I ' ' ' I ' ' C CUTOFF WALL PER DETAIL SHT. 32 DESIGNED BY: J.T .• N.F.,A.M. DATE: JANUARY 2012 DRAWN BY: G.M. J.S, SCALE: r = 20· PROJECT MGR.: IC JOB NO.: 101290-03 ENGINEER OF WORK: ~ DATE: 7/.t:)3 TIMOTHY 0, CARROLL, JR. RCE: 553B1 "AS BUILT" -~c?tt #.r TIMOTHY 0. CARROLL, JR. RCE,,381 EXP. 17/31/14 DATE ;J~~t' I ~ /jr(/\1 r/\. ..... _ ? ~-/,) INSPECTOR • ' DATE Xrefa: 1090PG: 1090pgrd-conlroclor-cc2; 1090putl-cc2; 1090pmop-cc2; 1090PSTR; 1 0177P01-Cornrn: I 090FGRD: 1090fMAP: 1090rull; 1090FSTR; 1090KGRD: 10901\Ull: 1090PGRD-0S; 1090pg-lx\-cc2: 10177U1l-Comm; 1090pg-\xt-ph2-cc2; t090pg1d-ph2-con\roclor·-cc2; 1090PU1L -CC2-Ligh\5 PAD=J/2.5 ------ ------------------ SEE GRADING PLAN DWG. 475-2A PAD=J!O l I i I I I I I I I I ~ I I / I I \ \ \ ~---------------JOO STORM ORAIN PIPE OATA ® LENGTH SLOPE DESCRIPTION I 11.8' 29.1% 24' HOPE 2 11.07' 31.62% 6' HOPE' J 36.05' 14.09% 8' HOPE' 4 53.11 18.94% 6' HOPE' 5 5.0' 168.6% 8' HOPE 6 J.O' 6.61% 8' HOPE 1 16.2' 23.4% 24' HOPE 8 16.8' 2.0% 24' HOPE ' WA /cR TIGHT JOINTS 2 1--1---+-----------+----+----------Jf------+--l I SH3E1ET I CITY OF CARLSBAD SHEETS ~=~-===EN::::G::::IN::::E::::E:::::R::IN:::G::::D::::E:::P:::::AR:::::T:::M::::E:::::NT:::::::=~~5;;;4;;::;(l PRIVATE STORM DRAIN PIAN FOR: BENCHMARK DESCRIPTION: 2 1/2" 0/SC STAMPED "CLSB-011 LS 6215" IN CURB lffST S!OE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OF LOS COCHFS AND FAST OF CALLE TIM/TEO. SET IN CURB ON lffST SIDE OF PARK/NC LOT, 104 FT FROM SOUTHWES/cRL Y CORNER OF RES/ROOMS RECORD FROM: R.O.S. NO. 17211 (PT. NO. 11) ELEVATION: 173.24 DATUM: NCVD 1929 !J TC THIS SHEET REPLACES SHEIT JI ORIO/NALLY APPRO',f:D II '29 12. REvfSF STORl,f DRAIN, BASINS DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INlllAL OTHER APPROVAL CllY APPROVAL LA COSTA TOWN SOUAR£ COMMERCIAL CIT~ ENGINEER PE 41204 EXPIRES 3/31/15 OWN BY:-~- CHKD BY: V,C RVWD BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4C l J' ~ . ·~ ,;:i;"" J-,:5 -" 6'. . 8-,: l'C' C" er {> ~ ~-6 "j • <:) DETAIL '/J' SCALE: I' = 10' I I 6" CURB "' (SH££T 1 CURB /.JX ~~ _, f orrAtl '£' rsHE£r 10) I SCALE: /" = /0' / Ul"' ,"< l 0 c#5' "C' O" "C' 6" CURB'}__ -- 8 DETAIL 'F' (SH££T 6} , fl ' SCALE: I" = 10' 1 ____ _ 16X ... o,..~ 0'co ~ .... '6- • 0 DETAIL 1G1 SCA/.£· /" = JO' "--'<,~--TRANSITION CROSSFALL ___ __, DETAIL 'H' (SH££T 6} SCALE: I" = 10' NOTES /. TRASH ENCLOSURE PER CARLSBAD STD. owe GS-16, 0.5X MAX ACROSS PAO. 2 SEE ARCHITECTURAL PLAN FOR ALL HAROSCAP[, STEPS, HANDRAILS ANO STOOP DETAILS. I • CURB ~I Ii CATCH BASIN PER PLAN TC PER PLAN 5' 1,(/N. RN/SH BU/LO/NG RN/SH IJfW)[ 6' FREEBOARO (;/?AO[ I'-._,_~_,_',-,"-~ WATER SURFACE INSTALL IMPERMEABLE HOPE LINER W/ JOINTS r.fLOElJ TO PROV/OE WA !ER-TIGHT SEAL ( 20 MIL /,ffN) PER CEO TECHNICAL REC()l,(l,([NOA TIONS FZOW CONTROL- OR/RCE PER DETAIL THIS SHEE 12· 7 140N OR EQUAL 4 • PERFORA TEO 12 • MIN. 'fffp! IX MIN. 18" MIN. (H SHOltN ON PLAN IF 0/FFERENT) 3/4"-2" CRA VEL, 5 INCH/ I HR !NRLTRATION RATE TV Bt VER/RED BY GEO TECHNICAL ENGINEER , ___ _L @ BASIN -UNLINEO BIORETENTION AREA ti BLOG. (TR£ATltl£NT ANO HYOROl,fOO/FICAT/ON) NOT TO SCALE SEE 'BIORETENTION NOTES' THIS SHEET Ii CATCH BASIN PER PLAN TG PER PLAN 5' 1,(/N. BU/LO/NG ( FINISH GRADE WATER SURFACE 6 • FREEBOARO 12• FG [LEV. p£R PLAN 18" SANO/COl,(POST /,f/X-j-sr-:;,~-½-c'=f~'-,'---'.,..,..,,,.,._-f,1c-,--:-,--;c--,-,.-+/T (RN/SH GRADE ' ·' '' INSTALL IMPERMEABLE HOPE LINER •--INSTALL IMPERMEABLE HOPE LINER W/ JOINTS l'IELOEO TO PROV/OE ·· · · W/ JOINTS l'IELOEO TO PROV/OE WATER-TIGHT SEAL (12 MIL MIN) ti'fl!N. :if¥1N.f' • · WATER-TIGHT SEAL (12 MIL MIN) PER GEOTECHNICAL RECOMMEN/)A TIONS . ~ . • ·· . ~ PER GEOTECHNICAL • MIRAR 4 PVC STORM DRAIN~--_______ 12 -~·· . 140N ______________________ __________ -· OR EQUAL RECOMMENOA TIONS .,,.---c: ----------, -""I,./ r !:z::z:zz:zz'Jf-T ------L 6g;::tot'WJ DRAIN 12" MIN. 4" PERFORATED PIPE 12" MIN. H'fDR(}l,(00/RCATION 111-/ERE {I I.OX MIN. SHOltN ON PLAN -SEE DETENTION DETAIL THIS SHEET @ BASIN -UNLINED BIORETENTION AREA {TR£ATltl£NT ONLY) NOT TO SCALE SEE 'BIORETENTION NOTES' THIS SHEET IO' MEO/AN PAVEMENT CONCRETE SPILLWAY PER DETAIL THIS SHEET INSTALL IMPERMEABLE HOPE LINER W/ JOINTS ~LOED TO PROVIDE WATER-TIGHT SEAL (20 MIL MIN} PER GEO TECHNICAL RECOl,(l,f£NOA TIONS IX MIN. I JLMl!I· FLOW CONTROL ORIFICE --t==~=tm~.~--;· ~-;;i-F,l'.ll~:::~:,, PER DETAIL THIS SHEET 12• . l MIRAR 140N 18' MIN. (H SHOltN ON PLAN IF DIFFERENT) 3/4'-2" CRA VEL, 5 INCH/ I HR INRL TRA TION RATE HJ BE VER/RED BY "-"-----';'OR EQUAL 4• PERFORA TEO PIP£ -o~ ti IX MIN. SI. OPE ~~ "z 12· 1,(/N. GEO TECHNICAL ENGINEER @ BASIN -BIORETENTION AREA IN PARKING LOT (TR£A Tltl£NT ANO HYOROl,fOO/FICATION) NOT TO SCALE SE.£ 'BIORETENTION NOTES' THIS SHEET RN/SH GRADE Ii CATCH BASIN PER PLAN TC PER PLAN WATER SURFACE 6" FR££80ARO 16" l/)j· z,1 5' 1,(/N. BUILD/NC RN/SH CRAOE 1'---''---L...L...-~,-L--L, "'r~~'-+t~-,-,-,..,~.,-L-_,..,,~...- INSTALL IMPERMEABLE HOPE LINER W/ JOINTS ~LOElJ TO PROl10E WATER-TIGHT SEAL (20 MIL MIN) PER CEOTECHNICAL RECOl,(MENOA TIONS IX MIN. -IX MIN. 18" SANO/C()l,(POST MIX INSTALL IMPERMEABLE HOPE LINER W/ JOINTS r.fLDED TO PROVIDE WATER-TIGHT SEAL (20 MIL MIN) PER GEOTECHNICAL RECOMMENOA TIO/{S 18" MIN. (H SHOltN ON PLAN IF DIFFERENT) 3/4"-2" GRAVEL, 5 INCH/ I HR !NRL TRA TION RA TE TO Bt VER/RED BY GEO TECHNICAL ENGINEER VARIES - PAvfMENT TOP OF I TOP OF CURB'. ~TOP OF ,--cuRB 2' SPILLWAY ,, FINISH 6" @ CURB 6_£SURFA ~ CE I FRONT V/EWI TOP OF SPILLWAY fJ CURB " I SIDE VIEW I 12" . . FLOW LINE [. 24" MIN. . -~ • RIP-RAP 5' x 5' x /' I ,q• I THICK, NO. 3 BA CK/NG OVER MIRAR 140N OR NOTES: PRIVATE ADS DETENTION BASIN I. FITTINGS AND PIPE MA T£RIAL USED FOR THE DETENTION BASINS SHALL BE WA TERTICHT (WTIB) OR [()U/VAL[NT. WT/8 SHALL B[ JOIN[O USING BELL & SPIGOT JOINT. 2. DET£NTION SYSTEM SHALL BE INS/AL/ED IN ACCORDANCE It/TH ASTM 02321, 'STANDARD PRACIICE PIPE FOR SEWERS AND OTHER CRAl1TY FLOW APPLICATIONS," LATEST EOlllON. 3 FOUNDATION WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCA VA IE TO A DEPTH REQUIRED BY THE ENC/NEER AND REPLACE lt/1/f A FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN AS/M 02321, 'STANDARD PRACTICE FOR INSTALLA T/ON OF THERMOPLASTIC PIPE FOR SEWER ANO OTHER CRA 11TY-FLOW APPL/CA /IONS," LA TEST EDlllON; AS AN ALTERNATIVE AND AT THE DISCRETION OF THE ENC/NEER. THE TRENCH BOTTOM MAY BE STABILIZED US/NC A WOvfN CEO TEXTILE FABRIC. 4. BEDDING: SUITABLE MA /ER/AL SHALL BE CLASS I, II OR Ill AND INSTALLED AS REQUIRED IN ASIM 02321, LATEST EOlllON UNLESS OTHER/t/SE SPECIFIED BY THE ENC/NEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (l00-60mm) AND 42"-48" (1050-l200mm) CORRUCAT£0 POLrETHYLENE PIPE (CPEP); 6" (150mm} FOR J0"-36" (150-900mm) CPEP. 5 HAUNCH/NC ANO /NlllAL BACKFILL: SUITABLE MA TER!AL SHALL BE CLASS I, II OR Ill ANO INSTALLED AS REQUIRED IN AS/M 02321, LA TEST EOlllON. 6. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, MINIMUM /RENCH lt/OTHS SHALL BE AS FOLLOWS: NOMINAL DIAMETER in. (mm) 36 (900} 60 (1540) MIN. RECOMMENDED TRENCH WIDTH, 1fl. (mm) 78 (1980) 100 (2540) 1 MINIMUM COvfR: MINIMUM RECOMMENDED DEPTHS OF COvfR FOR VARIOUS LIVE LOAD/NC CONDlllONS ARE SUMMARIZED IN THE FOLLO/t/NC TABLE. UNLESS 0/HER/t/SE NOTED, ALL DIMENSIONS ARE TAKEN FROM THE /VP OF PIPE TO /HE GROUND SURFACE. SURFACE LIVE L OAO!NC CONOlllON H25 (FLEXIBLE PA vfMENT) H25 (RIC/0 PA vfMENT) EBO RAILWAY HEAVY CONSTRUCT/ON MINIMUM RECOMMENDED COVER, 1fl. (mm) 24 (610) •TOP OF PIPE TO BOTTOM OF BITUMINOUS PAVEMENT SECTION 8. MAINT£NANCE.- 12 (JOO)' 12 (300) 48 (1220) A. SEDIMENT TO BE REMOvfO BY PR/VA TE PROPERTY OWNER FROM BASIN AFTER EvfRY STORM AND/OR WHEN COLLECT£0 SEDIMENT IS CREA TER THAN /. O" 8. DET£NT/ON BASIN WILL BE INSPECTED EvfRY 24 HOURS DUR/NC EXTENDED STORMS . 4" HOPE STORM DRAIN (OUT} f'l q.10) I 2 3 4 5 6 7 4 7 11 DETAIL -PRIVATE ADS DETENTION BASIN NOT TO SCALE PR/VA TE ADS DETENTION BASIN DA TA DESCRIPTION 24" DIA. RISER~ SOR 325 SOLID WALL HOPE PIPE, OR EQUIV. 60''x 36" HC FABR!CA TED REDUCING T£E W/ 60" ENO.CAP, OR EQUIV. 60''x 36" HC FABRICATED REDUCING CROSS W/ 60" ENDCAP, OR EQUJv. 60"x 36" HC FABR!CA TEO REDUCER, OR EQUIVALENT 60" HC PIPE, OR EQUIVALENT ENO.CAP ltl/H ORIFICE OPEN/NC AT FL, SEE PLAN FOR ORIFICE SIZE 60" HC FABRICATED CAP. OR EQUIVALENT ' MATCH SOFFITS AT INLET AND It/LL BE CHECKED FOR STRUCTURAL INTEGRITY, SEDIMENT ACCUMULATION ANO --.,.,,...../-✓-V--... !NvfST!CA IE FOR SIGNS OF EXCESS/vf SEDIMENT DOWN STREAM OF SITE. ,, ~ EQUAL FILTER BLANKET DETAIL -CURB OPEN/NG/SPILLWAY NOT TO SCALE 10' MEDIAN • '<> 2• FREEBOARO CONCRETE SPILL WA Y PER DETAIL THIS SHEET INSTALL IMPERl,(EABLE HOPE LINER W/ JOINTS r.fLDED TO PROl10E WATER-TIGHT SEAL (12 MIL MIN} PER GEO TECHNICAL RECOl,(MENOA TIONS ~• PERFORATED PIPE {I IX MIN. SLOPE (1) BASIN -BIORETENTION AREA IN PARKING LOT (TR£ATl,f£NT ONLY) NOT TO SCALE 2 PERFORAIEO UNDERORAIN END CAP (SCREW-ON} OUTFALL PIPE \\. \,\.\,~~~\\ 1(/· FLOW DRILL ORIFICE HOLE AT FLOWL/NE (SEE PLAN FOR SIZE} OETAIL BIORETENTION FACILITY OUTLET NOT TO SCALE HOPE STORM DRAIN PIPE DIMENSION DIAMETER W H 2 HOPE STORM DRAIN OR SEE 'BIORETENTION NOTES' THIS SHEET 4• 12· 14• 6" 14" 16" W" HOPE STORM DRAIN OR 4" PVC CANYON SUBORAIN 4" PVC CANYON SUBDRAIN /0' MEO/AN 12· 4 • MIN 24" MIN. 8" 16" /8" 1 2." 21) CONC. Z2." 6" n -6" W 6" 16" MIN. RIP-RAP PER HEADWALL 0-40 TYPE 2 2' 6" MIN. ) 1 \. i 1.I. ·: ·:· : :\' ::,: '.::J1}: x J' x /' THICK, \ NO. 3 BACK/NC ,c-~coNCRETE r7. •,• 'QlJ; ".." I SHALL BE '' 1 560-C-J250 /2" I PAvf/,fENT /4 BARS •j OU/SIDE DIA. _. 1· i._ 12 ._~ CONCRETE SPILLWAY TRENCH ::1 OUILET PIPE : i:-.... r1St.=v.='£~11.='Ew=1 I FRONT 11EWI H 12" j ;~7~ , ';tx-"1-it--~. gh'. ~1 _:::;ir~~rf:J!&1r ORAIN 4• PERFORATED PIPE (12 /,f/L ~N.CA 8,, CONCRETE /. SOIL MIX ANO GRAVEL SHALL HAVE 40X POROSITY ANO SHALL BE VER/RED FZOW CONTROL ORIFICE -- PER DETAIL 12" THIS SHEET M!RAFI 140N OR EQUAL t1 ix MIN. SLOPE ~Efctf:NoAdON§ ANTI-SEEP RING DETAIL BY cEoTEcHN!CAL ENGINEER. FIVE INCEHES PER HOUR INFILTRATION RATE. ff\ DAS.''W Dl'1D'£TrAl7i"l'1J.I A Dr A /c-urrr 70' I 2. SEE SECTION 4 OF CITY OF CARLSBAD STANDARD URBAN STORM WATER \[_J Ol'f J, -o,vrr, I ,:;,ff IVIY f'ff;,l'f 1-1n,:;,,:;,' .,/I / NOT TO SCALE MANAGEMENT PLAN (SUSMP) DA TED JAN. 14, 2011, FOR ADDITIONAL 4" PERFORATED PIPE fJ IX MIN. SLOPE @ BASIN -LINED BIORETENTION AREA ti BLOG. (SHEETS 18. 22 & 26) (TR£ATl,f£NT ANO HYOROl,fOO/FICATION) NOT TO SCALE SEE 'B!ORETENTION NOTES' THIS SHEET (TREA Tl,f[NT ONLY) B!ORETENTION SPECIF/CATIONS NOT TO SCN.E 3 CONSTRUCT CHECK DAMS AS NEEDED. 2 SEE 'B!ORETENTION NOTES' THIS SHEET'f!.---,-,----------------,-1--1--1--◄;~~~~~~~~~~~:::;::::;;~::;;:~:::;::::;;;;::::~;;;2~~1 1--------+---+--------------i--------t------t--,,-------, Lill CITErGINirNG ~~~fu~N~AD 5 545 GRADING PLAN FOR· 3 20X MAX ACROSS HANDICAP PARK/NC SPACES IN ALL DIRECTIONS. MAINTAIN 5 OX MAX SI.OPE AT GUTTERS. NOTE!! B.ECTRav/C OATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR C~~TS DESIGNED BY: J.T .• N.F . .A.M. DATE: JANUARY 2012 DRAWN BY: G.M. J.S. SCALE: PS SHOWN PROJECT MGR.: T.C. JOB NO.: 101290-03 "AS BUILT" ~ ~1,/::r TIMOTHY 0. CARROLL. JR. RCE l/38_1. EX; 12( 31 /14 DATE BENCHMARK DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 62/5" IN CURB WES I SIDE OF COMMUN/ TY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO DE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON MST SIDE OF PARK/NC LOI; 104 FT FROM SOUTHWESTER/ Y CORNER OF RESTROOMS THIS SHEET REPLACES SHEET 32 ORIG/NALLY 1 ti/ 13 GVF' LA COSTA TOWN SOUARE COMMERCIAL -;;A~PPr,1!-.'p,c-;'V:;;-EY.;;'';c';c. ;--'~-'-~";;:'t...;"-K-f~:"':~~A?--. rP;;;cES;;;cK;cel °"""1<c~ -, / 'Z~ f,-:z.. VERTlCAL SURVEY CONTROL 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: ~CU&1 Suite 100 Planning ~ 0,/;{ Carlsbad, Coliforriio 92010 Processing DATE: 7Jd,.3 )11.A _I 760-931-7700 Surveying Fax: 760-931-8680 I DATE ODayConsultants.com TIMOTHY 0. CARROLL, JR. RCE: 55381 INSPECTOR I: \001017\_Cornmerdol\G1oding\1090PG32-Deloils-CC2.d.vg Jul 10, 2013 10: 50om . . Xrefs: 1090PG; 1090l'GRD-Conlrodor-CCL; 109DFUll-CC2; 109DPMAf-'-CCL; 10901"5 IR; 1090FGRO-PI IL-Controc\or-CC2; 1ll90PGRD-DS: 10901-'G-1Xl-CC2; 1090AN; Biorelenl1on0ullel; 1090PU1L-CC2-L1ghl~ APPROVED II '29 12. REVISE STORM DRAIN, BASINS RECORD FROM: R.O.S NO. 17271 (PT. NO. 71) DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ELEVATION: 17324 DATUM: NCVD 1929 DATE INITIAL CITY APPROVAL Cl ENGINEER PE 41204 EXPIRES 3/31/15 DATE 1 DWN BY:~~- CHKD BY: ...J/.. RVWD BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4C \ LEGENO CONSTRUCTION LIMITS :J" A.C./ %' /6" CLASS II A.8, ,_____. 4" A.C./;e,: /2" CLASS II A.B. -··-··-··- MEDIUM A. C. PA VE MEN T 6" P. C. C. (560-C-3250)/ 6 CLASS II A.B. (/4 REBAR @ 12" OCEw,) DECORATIVE CONCRETE (DRIVE LANE; WALK ACROSS DRIVE LANE; OVAL PATIO -BLDGS I &-2; MAIN PLAZA -BLDGS 16 &-11) 4" P.C.C. (520-C-2500)/ 6" CLASS 11 A.B. (/J REBAR @ /8" OCEW) 75" P.C.C. (560-C-3250)/ 12" CLASS 11 A.B. 75" P.C.C. (560-C-3250)/ 12" CLASS II A.B. 0 4 REBAR @ 12" OCEw,) ;;;w PER STRUCTURAL PLAN) 75" P.C.C./iJ".12" CLASS If A.B.'-'"_. 4 REBAR @ /2" OCE/t)_ W/4l NOTES CD STRUCTURAL SECTIONS LIS/ED ABOVE ARE EST/MA TES ONL )'. ACTUAL STRUCTURAL SECTIONS WILL BE DE/ERMINED AFTER "R" VALUE TESTS HAVE BEEN CONDUCTED BY A PROFESSIONAL ENGINEER OF /HE STA TE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, ON /HE PREPARED BASEMEN/ SOIL /HE "R" VALUE TESTS AND THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEER/NG INSPECTOR FOR REVIEW AND APPROVAL A MINIMUM OF TWO (2) CITY WORKING DA YS BEFORE /HE WORK BEGINS CT) SEE LANDSCAPE ARCHITECT PLANS FOR COLOR, FINISH AND JOINT DETAILS o· --30° 60' SCALE: 1" ~ 60' 6' MIN. 8.3% 5' MIN. t----------1+~~1 MAX 2% MAX IN EVERY DIRECTION RAMP 4' MIN. DECORATIVE CONCRETE (WALKWAYS/PATIOS PLAZAS TRASH ENCLOSURE TRUCK DOCK SO.C.&-E PAD BUS TURNOUT 8.3% 4' MIN. MAXj '7§ c("" / 5' MIN. c'-L--2% MAX IN EVERY DIRECTION 2% MAX IN EVERY DIRECTION DOORS CURB RAAIP ADA DETAILS NOT TO SCALE ADA NOTES CD SEE ARCHITECTURAL SITE PLAN FOR ADDITIONAL NOTES &-DETAILS INCLUDING, BUT NOT LIMITED TO, /HE FOLLOWING: HANDRAILS, GUARDRAILS, FLARE TRANSITIONS, ETC. CT) RAMPS &-CURB RAMPS SHALL BE CONSTRUCTED FREE OF ANY VER/ICAL ED&'ES OVER 0.25" AND PROVIDE FOR FLUSH TRANSITION. Cl) NO CATCH BASIN GRATES SHALL HA VE OPENINGS CREA TER THAN 0.5''. G) RAMPS &-CURB RAMPS SHALL BE CONSTRUCIED IN A SINGLE SCORED PLANE WITH 2% MINIMUM CROSS FALL. @ALL LANDINGS SHALL BE CONSTRUCTED SO AS NOT TO ACCUMULATE WATER. N.A,P, \ @USE COUNTY STANDARDS FOR ALL CURB RAMPS UNLESS MODIFIED BY ARCHITECT PLAN. ' IF ANY CONFLICTS OCCUR PLEASE NOTIFY ENGINEER OF WORK ,--------~---==----------.------------------l S BUILT" NOTE!! ELECTRONIC DATA ALES ARE FOR REFERENCE ONL Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL Cq,/~TS 2710 LoktH Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 0DoyCansultants.com Civil Engineering Planning Processing Surveying I: \001017\_Comrnei ciol\Giading\CC7\1090PG33-Povj11g-CC?.dwg Dec ;m, 2013 71; 32om Xrefs: 1090PG; 1080PGRD-CC6: 1090P~!AP-CC6; 1090PSlR: 1090tGRD; 1090tMAP; t090t'.:ilR; 1090KGRD; 1090PGRD-0S; 1090PGRD-CC6-PH2; 1D901'1'ovemer,l-CC6; 1090PMAP-BDY DESIGNED BY: J.T.,N.F.AM. DATE: JANUARY 2012 _____, ) DRAWN BY: G.~ .• J,S. SCALE: AS SHOWN .-,---:-. ~ PROJECT MGR.: ..JT,,,.,C~. --JOB NO.: 101290-03 TIMOTHY 0. CARROLL, JR. ENGINEER OF WORK: TIMOTHY 0. CARROLl, JR. RCE /J381, EX~. 12/31/14 REVJ~ED.ijx; DATE:t:z./?!/t;;,, flOOVI RCE: 55381 .,, INSPECTOR 3&s DATE . '-----,- I I I ,------------~~---_------y·_ -~::· ~~y----'-'-' -- N.A.P. BENCHMARK DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215" IN CURB WEST SIOE OF COMMUNITY LOT COMMUNITY PARKING LOT NORIH OF CAMINO DE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON WEST SIDE OF PARKING LOT, 104 FT FROM SOU IHWESTERL Y CORNER OF RESTROOMS R.O.S. NO. 17271 (PT. NO. 11) 173.24 OATUM: NCVD 1929 N.A.P. ,----------' ' I I .. ' ' ' ' ''C=::i' -' ' , ' ' ; : '. / : ... j : ,. :==::i: :; ' ' ' ' ' ' ' ' -,' i , ... ' ' : J ,:· : / . : ' L_ __________ J : N.A,P. c:: - ~ "' I -A ,i:;~i1 --,ss!t'' =-1~I;~:;;• ~;~~:; =1~-1 ==t ' ~.,_, I C:-B:'\:T;: ,•·,,·<·'": ;~,-::-~:;::; ,, ,,_. -· r=b=,=~&:;,!;ift'.~=-1-I 1====d ~J, .. ,;;:,t;j::,: -~~t;p:--:,pt'F_, ~R ii~.i;ss sf1 ~~=r=: -- -, V >/ I -I / I ,1 -/ I "' ,J I _....--- I I _ _____, I / ~ CITY OF CARLSBAD ~ l----l----+----------------1----l----l-----l----l ~L±U::::::::::3=:::'_.::::=:::::::EN::::G::::IN:::E::::E::::R::::IN::::G=D::::E::::P::::A::::RT::::M::::E::::::NT::::::=::::'__l~=::::::=5~ A5-/31JllT 7 /HIS SHEET REPLACES SHEET JJ APPROVED 7. '29 13. REVISE AB IHICKNESS REVISE PA I/ING DELETE STAIRS 5 'lJ 13 TC /HIS SHEET REPLACES SHEET JJ ORIG/NALL Y APPROVED II '29 12 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL PAVEMENT EXHIBIT FOR: LA COSTA TOWN SOUAR£ COMMERCIAL CITYvENGINEER PE 41204 EXPIRES 3/31/15 OWN BY: CHKD BY:~Cil~J!.._- RVWD BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4C / \ , ·i: LA COSTA TOWN SQUARE ANCHOR RETA N NG COMMERC AL WALL PLAN 1.0 SCOPE OF WORK 1. THE WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING ANCHOR WALL BLOCK AND MIRAGRID GEOGRID REINr:ORCED SOIL RETAINING WALL SYSTEMS IN ACCORDANCE WITH THIS TECHNICAL SCOPE OF WORK AND IN REASONABLY CLOSE CONFORMITY WITH THE LINES, GRADES AND DIMENSIONS SHOWN ON THE GRADING PLAN BY O'DAY CONSULTANTS .. 2. WORK JNCLUDED: A. FURNISHING ANCHOR WALL SEGMENTAL CONCRETE FACING AND CAP UNITS AS SHOWN ON THE CONSTRUCTION DRAWINGS. B. FURNISHING M!RAFI STRUCTURAL GEOGRID REINFORCEMENT AS SHOWN ON THE CONSTRUCTION DRAWINGS. C. STORING, CUTTING AND PLACING STRUCTURAL GEOGRID REINFORCEMENT AS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCTION DRAWINGS. D. PLACEMENT AND COMPACTION OF UNIT WALL Fill AND BACKFILL WITHIN THE GEOGRID REINFORCED AREA AS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCTION DRAWINGS. E. ERECTION OF ANCHOR WALL SEGMENTAL CONCRETE UNITS AND PLACEMENT OF STRUCTURAL GEOGRID. 2.0 REFERENCE DOCUMENTATION 1. O'DAY CONSULTANTS, GRADING PLAN, DATED MAY 2012. 2. SOUTHERN CALIFORNIA SOIL & TESTING, INC., G!=OTECHNICAL INVESTIGATION, SGS& T NO. 1111199, DATED JANUARY 4, 2012. 3. SOUTHERN CALIFORNIA SOIL & TESTING, INC., GRADING PLAN REVIEW, SCS&T NO. 1111198, DATED JUNE 19, 2012. 4. WHERE SPECIFICATIONS ANO REFERENCE DOCUMENTS CONFLICT, THE ENGINEER SHALL MAKE FJNAL DETERMINATION OF THE APPLICABLE DOCUMENT. 3.0 SPECIAL PROVISIONS 1. RED ONE ENGINEERING, INC. (RED ONE) ASSUMES NO LIABILITY FOR INTERPRETATION OF SUBSURFACE COND!TIONS, SUITABILITY OF SOIL DESIGN PARAMETERS AND SUBSURFACE GROUNDWATER CONDITIONS MADE BY OTHERS. 2. THE OWNER SHALL BE RESPONSIBLE FOR COM Pl YING WITH All FEDERAL, STATE AND LOCAL REQUIREMENTS FOR THE EXECUTION OF THE WORK, INCLUDING LOCAL BUILDING INSPECTION AND CURRENT OSHA EXCAVATION REGULATIONS. 3. PRIOR TO UNDERTAKING ANY GRADING OR EXCAVATION OF THE SITE, THE CONTRACTOR SHALL CONFIRM THE LOCATION OF THE PROPOSED RETAINING WALLS AND All UNDERGROUND FEATURES, INCLUDING UTILITY LOCATIONS WITHIN THE AREA OF CONSTRUCTION. 4. RED ONE HAS COMPLETED ENGINEERING DESIGN OF THE PROPOSED RETAINING WALL(S), INCLUDING INTERNAL STABILITY AND LOCAL EXTERNAL STABILITY WHERE APPLICABLE, BASED UPON THE INFORMATION PROVIDED TO US AS OUTLINED ABOVE. RED ONE ASSUMES THAT OTHERS HAVE DETERMINED THE SU!TAB!LITY OF PLACING RETAINING WALLS AT THE LOCATIONS PROVIDED TO US, INCLUDING GEOTECHNICAL SUITABILITY AND SITE GLOBAL STABJLITY. 4.0 GENERAL NOTES 1. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED ON THE GRADING PLANS REFERENCED IN SECTION 2,0. IF OTHER PLANS ARE PRODUCED THAT CONTAIN DIFFERENT INFORMATION THAN THAT REFERENCED, THIS PLAN MAY NEED TO BE REVISED AND/OR THE WALLS MAY NEED TO BE REDESIGNED. 2. THIS SET OF SEGMENTAL RETAINING WALL PLANS ARE BASED SPECIFICALLY ON THE WALL BEING CONSTRUCTED WITH ANCHOR VERTICA AND ANCHOR DJAMOND PRO BLOCK AND THE MJRAFI M!RAGRID 3XT, 8XT AND 10XT REINFORCEMENT PRODUCTS. ABSOLUTELY NO SUBSTITUTIONS ALLOWED. 3. LOCATION OF THE SEGMENTAL RETAINING WALL IN RELATION TO PROPERTY LINES, UTILITY EASEMENTS, WATERSHED EASEMENTS, OR ANY OTHER TYPE OF EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER OR THE SITE CIVIL ENGINEER. THE ENGINEER OF RECORD ASSUMES NO LIABILITY FOR THE LOCATION OF THE SEGMENTAL RETAINING WALL, OR JF CONSTRUCTION OF THE PROPOSED SEGMENTAL RETAINING WALL ENCROACHES ANY PROPERTY LINES OR EASEMENTS. 4. 1T JS IMPERATIVE THAT THE SITE SURVEYING OF THE SEGMENTAL RETAINING WALL BE DONE BY THE SITE CIVIL ENGINEER OR SURVEYOR AND MUST BE BASED ON COMPUTER GENERATED SITE/GRADING PLANS AND NOT PROFILE PLANS DONE BY THE ENGINEER OF RECORD. SURVEYING OF THE SEGMENTAL RETAINING WALL MUST TAKE INTO ACCOUNT THE DESIGN BATTER INDICATED ON THE ENCLOSED PLANS AND DETAILS. FAILURE TO TAKE INTO ACCOUNT WALL BATTER FOR SEGMENTAL RETAINING WALL SURVEYING Will PRODUCE INCORRECT LOCATIONS OF All TOP OF WALLS AND SHALL BE CORRECTED AT NO COST TO THE ENGINEER OF RECORD OR THE SEGMENTAL RETAINING WALL CONTRACTOR. 5. WALL GEOMETRY, LOCATIONS, SLOPES AND SURCHARGE LOADS FOR THE SEGMENTAL RETAINING WALLS WERE MEASURED FROM THE SITE GRADING PLAN REFERENCED ABOVE. IF CONDITIONS VARY IN THE FIELD FROM THOSE SHOWN ON THIS PLAN, THE ENGINEER OF RECORD MUST BE NOTIFIED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESIGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED AFTER THE REVIEW, AND MAY TAKE UP TOTEN BUSINESS DAYS TO COMPLETE. G. IF THERE ARE DISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE PROJECT SPECIFICATIONS, THE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE. 5.0 MATERIAL NOTES 1. CONCRETE RETAINING WALL UNITS: ANCHOR VERTICAAND ANCHOR DIAMOND PRO RETAINING WALL UNITS AS MANUFACTURED BY SIERRA BUILDING PRODUCTS UNDER LICENSE FROM ANCHOR WALL SYSTEMS. 2. GEOSYNTHET!C REINFORCEMENT: MIRAGRID 3XT, BXT AND 10XT, AS SHOWN ON THE DRAWINGS. 3. LEVELING PAD BASE A. AGGREGATE BASE: CRUSHED STONE MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM D448: SJEVE SIZE 1 JNCH 3/4 INCH N0.4 NO. 40 NO. 200 PERCENT PASSING 100 75 TO 100 0 TO GO OTO 50 OT05 B. BASE THICKNESS: 6 INCHES (MINIMUM COMPACTED THICKNESS). C. COMPACTION: MINIMUM OF 3 PASSES WITH A VJBRATJNG BASE COMPACTOR. THE VIBRATING BASE COMPACTOR SHOULD HAVE A MINIMUM WEIGHT OF 200 POUNDS AND A MINIMUM VIBRATION FREQUENCY OF 1600 CYCLES PER MINUTE. 4. DRAINAGE AGGREGATE: CLEAN CRUSHED STONE MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM 0448: SIEVE SIZE 1 INCH 3/4 INCH N0.4 NO. 40 NO. 200 PERCENT PASSING 100 75TO 100 OTO GO 01050 OT05 5. REINFORCED FILL: SOIL FREE OF ORGANICS AND DEBRIS AND CONSISTING OF EITHER GP, GW, SP, SW, SM OR SC TYPE, CLASSIFIED IN ACCORDANCE WITH ASTM D2487 AND THE uses CLASSIFICATION SYSTEM AND MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM 0448: SIEVE SIZE 1 INCH N0.4 NO. 40 NO. 200 PERCENT PASSING 100 20 TO 100 OTO GO 0 T035 A. THE PLASTICITY INDEX (Pl) SHALL BE LESS THAN 20. B. MAXIMUM PARTICLE SIZE FOR BACKFILL IS ONE (1) !NCH. C. UNSUITABLE SOILS ARE ORGANIC SOILS AND THOSE SOILS CLASSIFIED AS CH, Cl, OH, MH, Ol, OR PT. D. All WALL BACKFILL MATERIALS SHALL ALSO HAVE THE MINIMUM ENGINEERING PROPERTIES SHOWN IN SECTION 15.2 ITEM A. E. TEST RESULTS OF All PROPOSED BACKFILL MATERIALS. WHETHER ON-SITE OR IMPORTED, SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. G. IMPERVIOUS MATERIAL: CLAYEY SOIL OR OTHER SIMILAR MATERIAL WHICH Will PREVENT PERCOLATION INTO THE DRAINAGE ZONE BEHIND THE WALL. 7. DRAINAGE PIPE: PERFORATED OR SLOTTED PVC OR CORRUGATED HOPE PIPE MANUFACTURED IN ACCORDANCE WITH D3034 AND/OR ASTM F405. 8. CONSTRUCTION ADHESIVE: EXTERIOR GRADE ADHESIVE AS RECOMMENDED BY THE RETAINING WALL MANUFACTURER. 6.0 FOUNDATION SOIL NOTES 1. EXCAVATE FOUNDATION SOIL AS REQUIRED FOR FOOTING OR BASE DIMENSION SHOWN ON THE DRAWINGS, OR AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER. 2. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNICAL ENGINEER TO EXAMINE FOUNDATION SOIL TO ENSURE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS OR EXCEEDS THAT INDICATED ON THE DRAWINGS. UNSUITABLE SOILS ARE DEFINED AS ANY SOIL THAT DOES NOT HAVE SUFFICIENT BEARING CAPACITY OR Will CAUSE EXCESSIVE WALL SETTLEMENT. REMOVE SOIL NOT MEETING THE REQUIRED STRENGTH. OVERSIZE RES UL TING SPACE SUFFICIENTLY FROM THE FRONT OF THE BLOCK TO THE BACK OF THE REINFORCEMENT, AND BACKFILL WITH SUITABLE COMPACTED BACKFILL SOILS. 3. THE OWNER SHALL RETAIN THE SERVICES OF A GEOTECHNJCAL ENGINEER TO DETERMINE IF THE FOUNDATION SOILS Will REQUIRE SPECIAL TREATMENT OR CORRECTION TO CONTROL TOTAL AND DIFFERENTIAL SETTLEMENT. 4. Fill OVER-EXCAVATED AREAS WlTH SUITABLE COMPACTED BACKFILL, AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. prepared by 7.0 BASE COURSE NOTES :,; 1. PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN'bN THE DRAWINGS, UPON UNDISTURBED SOJLS, OR FOUNDATION SO!LS PREPARED AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER. A. EXTEND THE LEVELING PAD LATERALLY AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRl=TE RETAINING WALL UNIT. B. PROVIDE AGGREGATE BASE COMPACTED TOG.INCHES THICK (MINJMUM). 2. COMPACT AGGREGATE BASE MATERIAL TQ l?RQVIDE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE OF UN!TS. 3. PREPARE BASE MATERIALS TO ENSURE COMPLETE CONTACT WITH RETAINING WALL UNITS. GAPS ARE NOT ALLOWED. 8.0 ERECTION NOTES 1. EXCAVATION SUPPORT, IF REQUIRED, IS THE RESPONSIBILITY OF THE CONTRACTOR, INCLUDING THE STABILITY OF THE EXCAVATION AND ITS INFLUENCE ON ADJACENT PROPERTIES AND STRUCTURES. 2. GENERAL: ERECT UNITS lN ACCORDANCE WJTH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, AND As SPECIFIED HEREIN. 3. PLACE FIRST COURSE OF CONCRETE WALL UNITS ON THE PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL AND ALIGNMENT. MAINTAIN THE SAME ELEVATION AT THE TOP OF EACH UNJT WITHIN EACH SECTION OF THE BASE COURSE. 4. ENSURE THAT FOUNDATION UNITS ARE IN FULL CONTACT WITH NATURAL OR COMPACTED SOIL BASE. 5. PLACE CONCRETE WALL UNITS SIDE-BY-S_JDE FOR FULL LENGTH OF WALL ALIGNMENT. ALIGNMENT MAY BE DONE BY USING A STRING LINE MEASURED FROM THE BACK OF THE BLOCK. GAPS ARE NOT ALLOWED BETWEEN THE FOUNDATION CONCRETE WALL UNITS. G, PLACE 12 INCHES (MINIMUM) OF DRAINAGE AGGREGATE BETWEEN, AND DIRECTLY BEHIND THE CONCRETE WALL UNJTS. Fill VOIDS lN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE. PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNJTS TO WITHIN 9 INCHES OF THE FINAL GRADE. CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 9 INCHES OF IMPERVIOUS MATERIAL. 7. INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE, TO MAINTAIN GRAVITY FLOW Or: WATER TO OUTSIDE OF THE REINFORCED ZONE. SLOPE THE MAIN COLLECTION DRAINAGE PIPE, LOCATED JUST BEHIND THE CONCl~ETE RETAINING WALL UNITS, 1 PERCENT (MINIMUM) TO PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS. DAYLIGHT THE MAIN COLLECTION DRAINAGE PIPE TO AN APPROPRIATE LOCATION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT OR AT 150 FOOT (MAXIMUM) INTERVALS ALONG THE WALL. 8. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE DRAINAGE AGGREGATE AND BACKFILL ARE COMPACTED BEFORE INSTALLATION OF NEXT COURSE. 9. CHECK EACH COURSE FOR LEVEL AND ALIGNMENT. ADJUST UNITS AS NECESSARY WJTH REINFORCEMENT SHIMS TO MAINTAIN LEVEL, ALIGNMENT, AND SETBACK PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE. 10. INSTALL EACH SUCCEEDING COURSE. BACKFILL AS EACH COURSE IS COMPLETED. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE OF THE UNJT CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE. INTERLOCK WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES. ATTACH CONCRETE RETAINING WALL UNITS AT EXTERIOR CORNERS WITH ADHESIVE SPECIFIED. 11. INSTALL GEOSYNTHETIC REINFORCEMENT IN ACCORDANCE WITH GEOSYNTHETIC MANUFACTURER'S RECOMMENDATIONS AND THE SHOP DRAWINGS. a. ORIENT GEOSYNTHETIC REINFORCEMENT WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL FACE. b. PRIOR TO GEOSYNTHETIC REINFORCEMENT PLACEMENT, PLACE THE BACKFILL AND COMPACT TO THE ELEVATION OF THE TOP OF THE WALL UNITS AT THE ELEVATION OF THE GEOSYNTHETIC REINFORCEMENT. c. PLACE GEOSYNTHETIC REINFORCEMENT AT THE ELEVATIONS AND TO THE LENGTHS SHOWN ON THE DRAWINGS. d. LAY GEQSYNTHETIC REINFORCEMENT H0RJZONTALLY ON TOP OF THE CONCRETE RETAINING WALL UNITS AND THE COMPACTED BACKFILL SOILS. PLACE THE GEOSYNTHETIC REINFORCEMENT WITHIN ONE INCH OF THE FACE OF THE CONCRETE RETAINING WALL UNITS. PLACE THE NEXT COURSE OF CONCRETE RETAINING WALL UNITS ON TOP OF THE GEOSYNTHETIC REINFORCEMENT. e. THE GEOSYNTHETIC REINFORCEMENT SHALL BE IN TENSION AND FREE FROM WRINKLES PR!OR TO PLACEMENT OF THE BACKFILL SOILS. PULL GEOSYNTHETIC REINFORCEMENT HAND-TAUT AND SECURE IN PLACE WITH STAPLES, STAKES, OR BY HAND-TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY G INCHES OF LOOSE Fill. f. THE GEOSYNTHETIC REINFORCEMENTS SHALL BE CONTINUOUS THROUGHOUT THEIR EMBEDMENT LENGTHS. SPLICES IN THE GEOSYNTHETIC REINFORCEMENT STRENGTH DIRECTION ARE NOT ALLOWED. g. DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT. AT LEAST G INCHES OF COMPACTED BACKFILL SOIL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOSYNTHETIC REINl"'ORCEMENT. KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM. h. RUBBER-TIRED EQUIPMENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SPEEDS OF LESS THAN 5 MJLES PER HOUR. TURNING OF RUBBER-TIRED EQUIPMENT IS NOT ALLOWED ON GEOSYNTHETIC REINFORCEMENT. 9.0 BACKFILL PLACEMENT NOTES 1. PLACE REINFORCED BACKFILL, SPREAD AND COMPACT IN A MANNER THAT Will MINIMIZE SLACK IN THE REINr:ORCEMENT. 2. PLACE Fill WITHIN THE REINFORCED ZONE AND COMPACT IN LIFTS NOT EXCEEDING G TO 8 INCHES (LOOSE THICKNESS) WHERE HAND-OPERATED COMPACTION EQUIPMENT IS USED, ANO NOT EXCEEDING 12 INCHES (LOOSE THl~KNESS) WHERE HEAVY, SELF PROPELLED COMPACTION EQUIPMENT IS USED. A. ONLY LIGHTWEIGHT HAND-OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHJN 4 FEET OF THE BACK OF THE RETAINING WALL UNITS. 3. MINIMUM COMPACTION REQUIREMENTS FOR Fill PLACED IN THE REINFORCED ZONE: A. COMPACT TO 90 PERCENT OF THE SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM D1557) FOR THE ENTIRE WALL HEIGHT .. B. VERIFY COMPACTION REQUIREMENTS WITH THE PROJECT GEOTECHNICAL ENGINEER. C. UTILITY TRENCH BACKFILL: COMPACT UTIUTY TRENCH BACKr:ILL IN OR BELOW THE REINFORCED SOil ZONE TO 95 PERCENT OF THE SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM D1557), OR AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. D. MOISTURE CONTENT: AT OR 3 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE CONTENT FOR All WALL HEIGHTS. E. THESE NOTES MAY BE CHANGED BASED ON RECOMMENDATIONS BY THE PROJECT GEOTECHNICAL ENGINEER. 4. AT THE ENO OF EACH DAY'S OPERATION, SLOPE THE LAST LEVEL OF COMPACTED BACKFILL AWAY FROM THE INTERIOR (CONCEALED) FACE OF THE WALL TO DIRECT SURFACE WATER RUNOff AWAY FROM THE WALL FACE. A. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THE FINISHED SITE DRAINAGE IS DIRECTED AWAY FROM THE RETAINING WALL SYSTEM. B. IN ADDITION, THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT SURFACE WATER RUNOFF FROM ADJACENT CONSTRUCTION AREAS IS NOT ALLOWED TO ENTER THE RETAINING WALL AREA OF THE CONSTRUCTION SJTE. 5. ANY STRUCTURAL FILL PLACED MUST BE KEPT FROM FREEZING, REQUIRING THE USE OF FROST BLANKETS AND GOOD WINTER CONSTRUCTION PRACTICES. GENERALLY, WINTER CONSTRUCTION REQUIRES THE IMPORT OF NON-FROST SUSCEPTIBLE SOILS, TYPJCALL Y CLEAN SA['/D AND/OR GRAVEL. ANY STRUCTURAL Fill FOUND TO BE FROZEN ON SUBSEQUENT DAYS OF CONSTRUCTION MUST BE REMOVED ANO REPLACED PRIOR TO PLACING ADDITIONAL Fill. 10.0 CAP UNIT INSTALLATION NOTES 1. APPLY ADHESIVE TO THE TOP SURFACE OF THE UNIT BELOW AND PLACE THE CAP UNIT INTO DESIRED POSITION. 2. CUT CAP UNITS AS NECESSARY TO OBTAIN THE PROPER FIT. 3. BACKFILL AND COMPACT TO TOP OF CAP UNIT. 11.0 WALL CONSTRUCTION TOLERANCE NOTES 1. WALL CONSTRUCTION TOLERANCES: A. VERTICAL ALIGNMENT: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL. B. HORIZONTAL LOCATION CONTROL FROM GRADING PLAN: 8.1. STRAIGHT LINES: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10·FOOT DISTANCE, WITH A MAXIMUM Olr:FERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL. B.2. CORNER AND RADIUS LOCATIONS: PLUS OR MINUS 12 INCHES. B.3. CURVES AND SERPENTINE RADII: PLUS OR MJNUS 2 FEET. C. IMMEDIATE POST CONSTRUCTION WALL BATTER: WJTHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAINING WALL UNITS. D. BULGING: PLUS OR MINUS 1-1/4 INCHES OVER ANY 10-FOOT DISTANCE. 12.0 UTILITY NOTES 1. UTILITY INFORMATION MAY NOT HAVE BEEN PROVIDED TO THE ENGINEER OF RECORD FOR THE PREPARATION OF THESE PLANS, AND THEREFORE MAY NOT BE INCLUDED. IF UTILIT!ES ARE LOCATED WITHIN THE PROPOSED REINFORCED ZONE THE ENGINEER OF RECORD MUST BE NOTIF!ED PRIOR TO CONSTRUCTION OF THE SEGMENTAL RETAINING WALLS TO REVIEW THE DESJGN AND/OR PLANS. MODIFICATIONS TO THE DESIGN AND/OR PLANS MAY BE REQUIRED, AND MAY TAKE UP TO TEN BUSINESS DAYS. 2. UTILITIES MUST BE PROPERLY DESIGNED (BY OTHERS) TO WITHSTAND All FORCES FROM THE SEGMENTAL RETAINING WALL UN!TS, REINFORCED SOIL MASS, AND SURCHARGE LOADS (JF ANY). 3. STORM DRAINS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN IS LOCATED WITHIN 100 r:EET OF THE RETAINING WALL THE STORM WATER PIPE MUST BE WATER TIGHT. NEOPRENE 0-RINGS MUST BE INSTALLED AT All STORM PIPE JOINTS AS A MINIMUM. 4. WATER LINES, INCLUDING IRRIGATION SYSTEMS, MUST BE WATER TIGHT WITHIN 100 FEET OF THE RETAINING WALL. LEAKAGE BEHIND A RETAINING WALL Will INCREASE THE HORIZONTAL PRESSURE AGAINST THE WALL LEADING TO WALL FAILURE. "AS BUILT" BENCHMARK: DESCRIPTION: 2 1/2" DISC STAMPFO 'CLSB-011 LS 6215' IN CURB WFST S/OF OF COMMUNITY LOT , ~,~ed one 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 malt@red1engineering.com ~.(1;t;tl RCE 68429 EXP. 9 /30 / WA I b RE'9EWE, ,1B)':, / II , LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OF LOS COCHFS ANO FAST OF CALLF l/1,//TFO. SET IN CURB ON WFST S!OF OF PARK/NC LOT, 104 FT FROM SOUTHWFSTFRLY CORNFR OF RFSTROOMS engineering Inc /,CJ(%~ l)Jct\} \\llv•------f'J'//'l /,S- [NSPECTQR DfiTE RECORD FROM: R.O.S. NO. 17271 (PT NO. 71} ELEVATION: 173.24 DATUM: NCVD 1929 13.0 FIELD QUALITY CONTROL NOTES 1. INSTALLER IS RESPONSIBLE FOR QUALITY CONTROL OF INSTALLATION OF SYSTEM COMPONENTS. OWNER TO EMPLOY A QUALIFIED INDEPENDENT THIRD PARTY TO VERIFY THE CORRECT INSTALLATION OF SYSTEM COMPONENTS IN ACCORDANCE WITH THESE SPECIFICATIONS AND THE DRAWINGS. 2. THE OWNER, AT THEIR EXPENSE, Will RETAIN A QUAUFIED PROFESSIONAL TO PERFORM QUALITY ASSURANCE CHECKS OF THE INSTALLER'S WORK. 3. CORRECT WORK WHICH DOES NOT MEET THESE SPECIFICATIONS OR THE REQUIREMENTS SHOWN ON THE DRAWINGS AT THE INSTALLER'S EXPENSE. 4. PROJECT GEOTECHNICAL ENGINEER TO PERFORM COMPACTION TESTING OF THE REINFORCED BACKFILL PLACED AND COMPACTED IN THE REINFORCED BACKFILL ZONE. A. TESTING FREQUENCY (OR AS DIRECTED BY PROJECT GF.:OTECHNICAL ENGINEER) B. ONE TEST FOR EVERY 2 FEET (VERTICAL) OF Fill PLACED AND COMPACTED, FOR EVERY 50 LINEAL FEET OF RETAINIING WALL. C. VARY COMPACTION TEST LOCATIONS TO COVER THE ENTIRE AREA OF THE REINFORCED SOIL ZONE, INCLUDING THE' AREA COMPACTED BY THE HAND-OPERATED COMPACTION EQUIPMENT. 14.0 STATEMENT OF SPECIAL INSPECTIONS 1. SPECIAL INSPECTION !S REQUIRED IN ACCORDANCE WITH !BC SECTION 1704.5. 2. THE SPECIAL INSPECTOR'S RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWJNG: A. UNIT DIMENSIONS. B. CONCRETE UNIT COMPRESSIVE STRENGTH AND WATER ABSORPTION.' C. FOUNDATION PREPARATION. D. UNJT PLACEMENT, INCLUDING ALIGNMENT AND INCLINATION. E. GEOSYNTHETIC REINFORCEMENT TYPE AND PLACEMENT. F. BACKFILL PLACEMENT AND COMPACTION, G. DRAINAGE PROVISIONS. 3. TYPE AND EXTENT OF SPECIAL INSPECTION· A. SPECIAL INSPECTION SHALL BE PERFORMED ON A CONTINUOUS BASIS. 4. TYPE AND EXTENT OF EACH TEST· A. MODULAR UNIT DIMENSION SHALL BE VERIFIED ONCE PER WALL PRIOR TO THE START OF CONSTRUCTION. B. CONCRETE UNIT SHALL HAVE A MJNJMUM 28-DAY COMPRESSIVE STREI\JGTH OF 3,000 PSI AND A MAXIMUM WATER ABSORPTION OF 7 PERCENT. C. FOUNDATION PREPARATION SHALL BE INSPECTED FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL DESIGN PARAMETERS AND GEOTECHNICAL ENGINEER OF RECORD RECOMMENDATIONS ONCE PER WALL PRIOR TO PLACEMENT OF CONTROLLED Fill. D. ANCHOR UNIT ALIGNMl;NT AND INCLINATJON SHALL BE VERIFIED BY SURVEYED WALL HORIZONTAL LOCATION PRIOR TO CONSTRUCTION AND CORRECT BLOCK PLACEMENT AGAINST THE LOWER BLOCK'S ALIGNMENT DEVICE DURING CONSTRUCTION. E. GEOSYNTHETIC REINFORCEMENT TYPE SHALL BE VERIFIED PRIOR TO CONSTRUCTION WITH AN INSPECTION OF THE GEOSYNTHETJC REINFORCEMENT DELIVERED TO THE SITE FOR WALL CONSTRUCTION. PLACEMENT OF GEOSYNTHETIC REINFORCEMENT SHALL BE CONTINUALLY OBSERVED DURING WALL CONSTRUCTION FOR COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS. F. BACKFILL: SOIL SHALL BE VERIFIED IN COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND SOIL DESIGN PARAMETERS PRIOR TO AND PERIODICALLY DURING CONSTRUCTION. BACKFILL SOIL COMPACTION SHALL BE CONTINUOU$L Y VERIFIED COMPACTED TO AT LEAST 90 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D 1557 FOR EVERY 20·40 YARDS OF BACKFILL PLACED. G. All DRAINAGE PROVISIONS SHALL BE VERIFIED !N COMPLIANCE WITH THE ANCHOR RETAINING WALL PLANS AND THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER OF RECORD AS CONSTRUCTED AND PRIOR TO BACKFILL. 5. SEISMIC OR WIND RESISTANCE: A. THERE ARE NO ADDITIONAL SPECIAL INSPECTION REQUIREMENTS FOR SEISMIC OR WIND RESISTANCE PER CBC 1705. 6. STRUCTURAL OBSERVATIONS: A. THERE ARE NO REQUIRED STRUCTURAL OBSERVATIONS PER CBC 1709. 15.0 ANCHOR WALL DESIGN NOTES 1. IT JS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO VERIFY THE SOIL STRENGTH DESIGN PARAMETERS ARE REPRESENTATIVE OF THE SOILS AVAILABLE FOR WALL CONSTRUCTION. IF THE SOIL STRENGTH PARAMETERS ARE FOUND TO BE INCONSISTENT WITH THOSE ASSUMED BY THE ENGINEER OF RECORD, THIS DESIGN IS NO LONGER VALID ANO, IT IS THE RESPONSIBILITY OF THE OWNER OR OWNER'S REPRESENTATIVE TO NOTIFY THE ENGINEER OF RECORD SO THE RETAINING WALL SYSTEM CAN BE REDESIGNED. FAILURE TO NOTIFY THE ENGINEER OF RECORD MAY RESULT IN FAILURE OF THE RETAINING WALL. 2. SOIL DESIGN PARAMETERS: A. REINFORCED SOIL: RETAINED SOIL: FOUNDATION SOIL: PHI = 30 DEGREES PHI = 30 DEGREES PHI = 30 DEGREES 3. HORIZONTAL SEISMIC COEFFICIENT: 0.31G C= 0 PSF C= 0 PSF C= 0 PSF GAMMA= 130 PCF GAMMA= 130 PCF GAMMA= 130 PCF 4. REINFORCED BACKFILL SHALL MEET SOIL CLASSIF!CATION AND GRADATION AS STATED IN SECTION 5.5 THIS SHEET. 5. GEOTECHNICAL PARAMETERS USED FOR DES!GN SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. G. LATERAL EARTH PRESSURES ARE DETERMINED USING COULOMB EARTH PRESSURE THEORY 7. INTERNAL STABILITY OF WALLS A. MINIMUM FACTOR OF SAFETY ON GEOGRID STRENGTH= 1.50 B. MINIMUM FACTOR OF SAFETY ON GEOGRID PULLOUT= 1.50 C. PERCENT COVERAGE OF GEOGRID = 100% 8. EXTERNAL STABILITY A 8. MINIMUM FACTOR OF SAFETY AGAJNST BAS!;: SLID/NG= 1.50 MINIMUM FACTOR OF SAFETY AGAINST OVERTURNING= 2.00 C. D. E. MINIMUM FACTOR OF SAFETY AGAINST SOIL BEARING OVERSTRESS= 2.00 UNIFORM SURCHARGE= AS SHOWN ON STRUCTURAL CALCULAT!ONS BACKFILL SLOPE= AS SHOWN ON SITE PLAN AND STRUCTURAL CALCULATIONS 9. A B. GLOBAL STABILITY (TO BE CONFIRMED BY GEOTECHNJCAL ENGINEER) MINIMUM FACTOR OF SAFETY AGAINST STATIC GLOBAL STABILITY= 1.50 MINIMUM FACTOR OF SAFETY AGAINST SEISMIC GLOBAL STABILITY= 1.15 16.0 ANCHOR RETAINING WALL PLAN SHEET INDEX SHEET 34. SHEET 35. SHEET 3G. SHEET 37. SHEET 38. SHEET 39. SHEET 40. SHEET 41. SHEET 42. SHEET 43. SHEET 44. SHEET 45. SHEET 4G. SHEET 47. SHEET 48. SHEET 49. SHEET 50. SHEET 51. ANCHOR WALL NOTES ANCHOR WALL #1, #2, #3AND #4 PLAN VIEW ANCHOR WALL #5, #G, #7, #0 AND #9 PLAN VIEW ANCHOR WALL #10, #11, #12, #13, #14, #15, #16, #17, #18 AND #19 PLAN VIEW ANCHOR WALL #1, #2 ANO #3 PROFILE ANCHOR WALL #3, #4, #5 AND 116 PROFILE ANCHOR WALL t/6, #7, #8 AND #9 PROFILE ANCHOR WALL #10 AND #11 PROFILE ANCHOR WALL #11 PROFILE ANCHOR WALL #12 PROFILE ANCHOR WALL #12 PROFILE ANCHOR WALL #13 AND #14 PROFILE ANCHOR WALL #14 AND #15 PROFILE ANCHOR WALL #16 AND #17 PROFILE ANCHOR WALL #18 AND #19 PROFILE ANCHOR VERTICA WALL SECTION AND DETAILS ANCHOR PLANT ABLE WALL SECTION AND DETAILS ANCHOR DIAMOND PRO WALL SECTION AND DETAILS ANCHOR RETAINING WALL DESIGNED FOR INTERNAL AND EXTERNAL STABLITY ONLY. GEOTECHNICAL ENGINEER OF RECORD TO CONFIRM SITE GLOBAL STABILITY. z ::5 IJ._ ...J ...J ~ (:) z z ~ ~ D:'. D:'. ~ CITY OF CARLSBAD I SHEETS I ) ~ 1-----+--+-------------------;1-----1-----t----t-------< LJij ENGINEERING DEPARTMENT '( _5+ ~ :==:::::'...'.:============='i;'.-'.:=:::::;::::::; -0:: DATE INITIAL DATE INITIAL DATE INITL'\L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL . CllY APPROVAL ANCHOR R£TAININ0 WALL PLAN FOR: ,J_ 54 , LA COSTA TOWN SQUARE '2\ J DWN BY: CHKD BY: <ZL,.-' RVWD BY: COMMERCIAL ~ PROJECT NO. DRAWING NO. C. T. 01-09 409-4( 0 0 0 J:, ~ <i'. 0 c,: w 2 2 0 0 ~ ...J L--------------------------------------------------------------------------------------------------------------------------------------------' R:11 Active projects\LCTS-Commercial\Construction Drawings\C496-000NN0.dwg, SHEET 34, 10/4/2012 3:38:15 PM 0 w~ ,l:il en 0 ,l:il .,, 0 1,0 I ,l:il V\ n \J\ ''.'t \,n'!'¼i'f:~'.-'. f , • , --:i' . \ . . \ } 1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEASE SEE GRADING PLAN ON SHEETS 5-17 FOR SITI: INFORMATION: 2. THE PROJECT OWNER, GENERAL CONTRACTOR AND RETAINING WALL INSTALLER SHALL COORDINATI: THE INSTALLATION OF ALL SUBTI:RRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. RED ONE ENGINEERING, INC. SHALL BE CONSUL TI:D PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COORDINATI: INSTALLATION OF SUBTI:RRANEAN FEATURES DURING WALL CONSTRUCTION. 3. DURING CONSTRUCTION AND AFTI:R WALL COMPLETION THE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTI:M IS COMPLETI:. NO STANDING WATI:R SHALL BE ALLOWED TO POND ABOVE THE ANCHOR RETAINING WALL. - R:I1 Active projects\LCTS-Commercial\Construction Drawings\C496-000SPO.dwg, SHEET 35, 7/2/2013 9:46:17 AM :::/ .. ::>.___ ---···•··········••·· ... prepared by ~ 11~ed one engineering Inc - RANCHO 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 mall@red 1 engineering .com "AS BUILT" ~~~ 'I h<-1 l!r ~ATTHEW ~ERITT DATE CE 68429 EXP. 9/30/.-I~ - :2~TD(A • ..... rt/13/1.r INSPECTOR r DATE V ' ~,,,,:. ----- .•. _ ..... , ... w=·12 (SEE PROfll,!;. SljT. 38) ~~(:---c--·..-· ,,_, .... ' . ""t ,.. .. . . """ . ~ -···· .. , SCALE: 1 = . 40' BENCHMARK: DESCRIPTION: 2 1/2" DISC STAMPE:D ·asB-011 LS 62/5' IN CURB WE:ST SIDE: OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO De . LOS COCHE:S ANO FAST OF CALLE: 1/M/TEO. SE:T IN CURB ON M:ST S/{lc OF PARK/NC LOT, 104 FT FROM SOUTHM:STERLY CORNE:R OF RE:STROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) ELEVATION: 17124 DATUM: NCVD 1929 7213 MMM DATE INITIAL ENGINEER OF WORK "';;,;;_.-( >-SU/£- THIS SHEET REPLACES SHT 35 ORIGINAU.Y APPROVED 11 29 12 •. REVISE WALLS 1 AND 4. DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL ··eQ\JN~~I'·· ·· • .. • ' ,., 7 1:-'I 1, GivP DATE INITIAL CITY APPROVAL / ... , ,-' :// / .. · .. _.,-•·_ .. . ,·•.,,-",• &-. ANCHOR HfTAININ6 WAL.I. PLAN FOH: APPR DWN BY: CHKD BY: RVWD BY: LA COSTA TOWN SQUARE COMMERCIAL IRES 3/31/15 ?./i,;/2:3 DATE~ PROJECT NO. DRAWING NO. C. T. 01-09 409-4C 1 1 / / / CONSJBUCTION NOTES 1. GRADING PLAN UNES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEASE SEE GRADING PLAN ON SHEETS 5-17 FOR SITE INFORMATION. 2. THE PROJECT OWNER, GENERAL CONTRACTOR AND RETAINING WALL INSTALLER SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION 'MTHIN THE REINFORCED ZONE. RED ONE ENGINEERING, INC. SHALL BE CONSUL TED PRIOR TO ANY EXCAVATION 'MTHIN THE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL CONSTRUCTION. 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS COMPLETE. NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE ANCHOR RETAINING WALL. R:\1 Active projects\LCTS-Commercial\Construction Drawings\C496-000SP0.dwg, SHEET 36, 10/4/2012 3:38:38 PM prepared by ~1'ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red 1 engineering .com "AS BUILT" iMJ dR-J!Lt! RCE 68429 EXP. 9/30/-0 /c;;- 1 INSPECTOR WALL PLAN VIEW SCALE: 1 = 40 BENCHMARK: DESCRIPTION: 2 1/2' DISC STAMPED "CLSB-011 LS 6215" IN CURB ~ST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO DE LOS COCHES AND EAST OF CALLE l/MITEO. SET IN CURB ON ~ST SIOE OF PARK/NC LOT, 104 FT FROM SOUTH~STERL y CORNER OF REsmooMs RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 173.24 DATUM: NGVD 1929 S/P.lr7 T<:_ DATE JNJTlAL ENGINEER OF WORK (' \ ~\/ ' ,,.._ il.,S-r.? £,( / l-7 /2. C..HA' •r= .5u8;,- /t\ lr>/Al-... REVISION DESCRIPTION BOUNDARY .• ·· · / Ci] CITY OF CARLSBAD U1J I 6 ENGINEERING DEPARTMENT ANCHOR RETAINING WALL Pl.AN FOR: 51-J LA COSTA TOWN SOUAR£ COMMERCIAL 7/t'JII~ 6\JP APPROVE~ :r~li"· ENGINEERING MANAGER PE41204 E'. IRES 3/31/13 1/.fb)/'Z DA ' .. -DWN BY: PROJECT NO. DRAWING NO. DATE JNlTlAL DATE INITIAL CHKD BY: c:u.> C. T. 01-09 409-4C OTHER APPROVAL CITY APPROVAL RVWD BY: CONSTRUCTION NOTES 1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEASE SEE GRADING PLAN ON SHEElS 5-17 FOR SITE INFORMATION. 2. THE PROJECT OWNER, GENERAL CONTRACTOR AND RETAINING WALL INSTALLER SHALL COORDINATE THE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION WITHIN THE REINFORCED ZONE. RED ONE ENGINEERING, INC. SHALL BE CONSUL TED PRIOR TO ANY EXCAVATION WITHIN THE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL CONSTRUCTION. 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION THE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM THE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS COMPLETE. NO STANDING WATER SHALL BE ALLOWED TO POND ABOVE THE ANCHOR RETAINING WALL. R:\1 Active projects\LCTS-Commercial\Construction Drawings\C496-000SP0.dwg, SHEET 37, 10/4/2012 3:38:48 PM prepared by ~1~ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@rnd 1 engineering .com "AS BUILT" ~ t1Mi1fJJ CE 68429 EXP. 9/30/111 IS"" INSPECTOR 4/d'y/;,-- DATE / loATE WALL PLAN VIEW SCALE: 1 = 40 BENCHMARK: DESCRIPTION: 2 1/2' 0/SC STAMPED 'CLSB-011 LS 6215' IN CURB 111:ST S/OE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON 111:ST S/OE OF PARK/NC LOT, 104 FT FROM SOUTH/11:SlERLY CORNER OF REsmoOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 173.24 DATUM: NCfV 1929 ,It\ 14.S.-~<A.Jl-T s/e,/r,, ']'C-/2-C..1-ib,· ,,.. E', <:;~ p27-~IAL- /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION k, T ', , ui] CITY OF CARLSBAD ~1 SHEETS I ENGINEERING DEPARTMENT A' _51 7 ANCHOR RETAINING WALL Pl-4N FOR: ~ S4,,)1 LA COSTA TOWN SOUARE ) COMMERCIAL APPROV~~:~N"J Jx. ::j N ~ , uMl1z ENGINEERl~G MAN/IGER PE, 4120~ E PIR£S 3/31/13 DATE ,, . 7 /t~J,3 "'-VP '' ' DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ,:::;;~J C. T. 01-09 409-4C OTHER APPROVAL CllY APPROVAL RVWD BY: "" ''i , _________ _ 3481----~AX: HEIGHT\• 4;o•--+- 344 342 340 ~ .I·• -ll"" ....... 11 . """'"') t--+' --MAx:1 HEIGHT•=" s!o· ...... · ··········J · · . "'"i" · MAX. HEIGHT=· 10.Q' GfllD LENGTH = 16,0' CRID i LENGTH· = 9,0'· · ·········1+1e;oo·ro··1+36/75 ... J.. ' """~ :f-..... II . · Ii; "~ "" \I 1------- ----1+36,?5··TO 1+56;~5 .. ~ ~. . .,. ..... . ·"' .:s ... !'"-»-~,--~'-... II ~--:-----············· ..... :::t. 338 ie ··· !;:<-+---...... , .... . --+--3~3~7~.oo f=T~'w~--+ 1e ·li: . li: 336 334 332 330 .··;.;B ' ' ' ' . I I I ' • ' I I ' ' ' . ' ' /1 I ' · l•""•·••l•--·.. •l""'" '"""----i'•lo••• .. ,Joo ' ' ; I • ............. r··· ·····1 ,. ' ' .. 1--·· ' ' ' '""""'"' ••"""~-•-·. ..•...........•••••...•. ---------------------·~·--···-r ·· · ··· \· MAx;· HEIGHT=·· a:o·~· ----->--... . . , .... , .... .. CRIDLEN.GTH • 13.0'< · · ···1+56,2s+To·1+1s.oo-r · . . . ... I ·t . t-= .. ··,···········.. ... : --~- ' . .... 335.oo T\/ I '. '' ,.,!- fi I I ' ' ' ' . .. , ... l . I --/ I-. I - . ·--1. ' ' ' ' .. ' ' ' ' ' ' ,---·'""'"""j-----1 1--- 1 ······----------- ""'" ,---'"\ . .. , ""'' .... , .. -----+-----1 ·~ ..... . 11! . ........ ,;t. , ... . .. ~ . ··········~ .. (\J II . ,., ... ""ti:' ., .................................. ~- X 1---·--1" ' ' ' . ' . ' ---j ........ J ·····)" ' ' '"'"J../,,,. ;I ···~ ·· · -··t····· ' ' . , ....... . liJ - . -~ '"··''""•!·· ' (\J ........... II . .. ... .,. .. ., ...... , ......... , .. . ........... i····"· ··············t---- . """'" Ii:: ' '"" ,. ' "' ........ ....... ..... ·! .... .. 333,00 T'w --1 .. -,,-, •• ' ' ' ' ' ' ' ' ' ' ····· 348 ' -~---···········• 344 342 ., 340 ' =~-=-----·~1-· --~'ii~ t""" ...... ;. ··--!-1 332 ' i I 328 !······ 326 ·'····-·I" ····I· ··I· .. , ... 1--.. [-···············I·······!+··· .... ·-1-·--·······1·: ""1'" ······1···· •• J,),,. ••• J •••• '328 ~-j 326 324 1+00 1+10 ; ~. ' ' . ' ' 1+00 1+10 1+20 364 · 1+00.00 rp ·1+29.25 : ··· · ' ..... , ,. ·'···" ................. , .... . 1+20 1+30 ' ' . .. : .... $$I:'.. 365,00 B'w 1+30 1+40 MAX. HEIGHT .; a.o•· . TOP GRID· LENGTH "' 6,0 ... ·-·1 ····· GRID LENGTH • 6,0'-··· .. . . I . ..... , ... 1+40 1+50 1+50 1+60 1+60 327,67• )3',/ ..... ' ' 1+70 ' --l 1+80 ANCHOR VERTICA RETAINING WALL STA 1+00 TO 2+50.00 . . ""'""""" . . I ' 1+70 1+80 1+90 1+90 1 PROFILE CALE,1=6HV 2+00 ANCHOR VERTlr.A RETAINING WAI I :ll? PROFILE STA 1 +00 TO 2+61.25 SCALE: 1 "= 6' H/V MAX. HEIGHT • 10,0' · GRID· LENGTH • 16.0' · 1+75:75 TO 2+17.00 ...... ;. .. ' 2+00 2+10 2+20 2+30 L I 2+10 2+20 2+30 2+40 . ...... , . -----+----~ ..................... y· ............. L .. . J ---- 360 358 356 354 338 r 1+00 " "' ··t" "~"" "" ~--,-·--""''". 1+10 LEGEND 4" CAf' UNIT 6" CAf' UNIT VERTICA UNIT MIRAFl GRID 3XT MIRAFl GRID BXT FINISH GRADE TOP OF WALL BOTTOM OF WALL GRID LENGTH POINT OF CURVE POINT Of TANGENT GRID CHANGE ' ............. ,, ...... ,. ' ..... ·········I·"·· 1+20 - TW BW GL PC PT I ' ' ' " ' ' ' ••• , .. 1, .... - 1+30 R:11 Active projects\LCTS·Commercial\Construc1ion Drawings\C496-000PP0.dwg, SHEET 38, 7/212013 9:46:38 AM ' ' -.--; ---1-··_·· .. ~:. I T350,00 T',/ I . ............... 1.,,. · ·· .. , .. 1. ·· .... , .. ,;. ··l·· ·· .... , .. ·· ·· · · ·· -i· ·· · · I· ,··1 ··· i I ii " ' ' ' ' ' ' ' ' ' I : ' ' " I I ' ' ' . ····· ··· ···· ······•·"l·····i··· .............. 1+40 1+50 1+60 1+70 I I " .. 1-·--.. ' ' ' ' 1+80 I : I I ' ' . . ·\· i ·· I· ' I I ' ' I ' ' ' , .. ::F-" I o .... , ...... "\ ... 1+90 ' Ill ··~! ..... . . (\J . . . II I I t ·l · ··I ·,-t-·l I I I : ' ' .. ·1··--···· ' ; I ' I ' . ' l I ' 2+00 -!---~-(0 -~ ........ """ ; _ -11-r~ i U/ "Tl! ·~• FOR: INSTALLATION Of 42' AL\lt.llNUM GUA~DRAIL · '" " "--'-•"·" . ~ +·· .... --" ..... :-,..... l·c:".;:··=-l4,··=·j· ~ !L'EE:rr,l!E: --:1-IJ: ii;w·· !lf.M.ltlli.:.6[''4-'..ll""'tl.·· laillill'8:·4l "=···="·=· d ·· ·-·-"··-.. ~·· . ···.····1··· .. ··-----f-jf• ..... , ...... ,.. ···········~ ~---, ... •···· .. ~-,---'o.."I +---.... .,353,33·r1J .. ' ····-----.. ··-. ............. , · ·····I···· ·i--·l·~----. ' ' ' ' ; I :i I I I i I I . I i I 1 '"'""'"I~-···' ' ' ' ' ' I I ; I .. Ii I ' u f I I ' 1 " I I . . ·l . ········-1·--•-;.J,,, .. ·+····· ···"'··1·············1· ···I--·· ' I I' ii I I ' I ' . ' I :1 ' ' ' ' ' ' "'t""'~•""""1"' '"'"""\1'"••• •••--• ••v••j·;•••••'"" .. ,; I •-"'"/ """", ' I I ' I ' I I I I ' ' . ' ,. ' . ' ' ; I ll . t...... . . ..... ". I"' ~-.J •• ..., ; ... ' ' ' ........................ . ..... , . . ..i 342,6 7. B',/ .. .; ... . ' 2+10 2+20 2+30 2+40 2+50 ANCHOR VERTICA RETAINING WALL prepared by . ~1~ed one engineering Inc 1295 distribu1ion way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red 1 engineering. com STA 1 +oo TO 2+90 ''AS BUILT" ~fiµ il.?v{rc MA HEWMMER~ DAT RCE 8429 EXP, 9/30/. /', INSPECTOR BENCHMARK: DESCRIPTION: 2 f/2' 0/SC STA.lfPEO 'CLSB-Off LS 6215' IN CURB WEST SIOE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/lcO. SET IN CURB ON /lf'ST SIOE OF PARK/NC LOT, !04 FT FROM SOUTHIIESlcRLY CORNER OF RESTROOMS RECORD FROM: R. 0.S. NO. 17271 (PT. NO. 11) ELEVATION: 173.24 DATUM: NCVO 1929 7 2 13 MMM THIS SHEET REPLACES ·SHT 38 ORIGINALLY APPROVED 11 29 12. REVISE W&L 1. DATE INITIAL OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL .. 2+40 ' · · 324 2+50 ffi !384 382 380 378 376 374 372 ""' ' ·1368 -~~~~~~~~~~~~~~~~~~-·-·-=-" :··-1::: 2+50 .. ' ' . : ' ' i I _· · 1362 --L-..--·------·, 360 ' 2+60 ' ' 1 '.I I ' . ····l· ·····+ I J ~ I I ' ' ' ' ' ; I I ii , I I ' ' . l I , ' 350 348 I , I ! I \ I !l 2+60 DATE INITv\L CITY APPROVAL 2+70 2+80 ~B CITY OF CARLSBAD ~ ENGINEERING OEPARTMENT ANCHOR R£TAININ6 WAL.L PLAN FOR: LA COSTA TOWN SOUAR£ COMMERCIAL 344 ~ I~ DWN BY: CHKD BY:\. f.(, RVWD BY, PROJECT NO. DRAWING NO. C.T. 01-09 ... 409-4C I ) > > > > I 356 348; 346' 344; > ···-······i 342 340 ··•··· .. ·1=··====.-.. -,.-.,-.. -. ----+----~; 340 I} 338 ............ ... ·•· 338 , .. 2+90 3+00 ANCHOR VERTICA RETAINING WALL #3 PROFILE 2+90 TO 3+00.25 SCA S: 1 "= 6' H/V 3581 2+50 2+60 > > I 340 338 336 ' -. . . ' , ..•..•• f······ 334 '----+--- 1 +00 . , ...... , ... , .... · ... t1 ... ' ' I 2+80 ANCHOR VERTICA RETAINING WALL J.!4 PROFILE '-SJA .2+~5 TO 2+83. 75 ' . ·:····..:· ....... ;;: ........ -:--·..;.:. "·~ ... ~·······: ·-;.·· .... ,;_· ... ... ... 336 ·MAX: HEIGH'r-·s:o·· '')MAX:"HEIGHl'.'•' e:o'·-··r MAX:' HEIGHt·-10.0''"' __ ,, MAX;'HE(GHr·-12,o·l ·GRID·l.ENG1Hm 9.0'-·····GRID·l.ENGlHi•·13,0'----}GRID LENGTI'l-•·16.0'· · · ···GRIDLENG1H •·25.0') -. 'I I ' !I ' ' ii ' .......• 1+10 1+20 -l 359 ' 340 I . . y • • . T V V Y Y I " ' ' ' ' ' ······I· ....... : ........... , .... . I ; ' ...... -r --.... . ... .. . .. 4. '' 1+30 1+40 294 .\ ..... ,, ',, ,, 292 1-----' , I PER DETAIL J/47 ' 286 : . . •• ,. . 1+00 1+10 j . "'" "i "" . . ... ' -V V . . V V . . . T T T v• . --V V . V y • y y • y ----y -. V V . V . V V y y < I I I I I I I ; I I I < I I I I I I I 1 I I I . I I I I I I i I I I , I I I I I I I ffi ,( • ..... <···"·'+· "" ··I i , ·"" ., ---1~-"~~ "-""' ~-1---· I I ' -• ""'""'l"'" '"' -~" I .. ··"'" "' I ~•" "''"'"< "'"'•"'·+·•"""'~ •"""'"" ~--·• "1 "''""" ''""'"'+ --h•--·-'"'""'"''"'"'""'' 34 4 I i ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I O I l!i ····1· ··· ····· ·· · ...... , ....... T ··· i··t · .. · · ..... ,. · .. .. . .... ··t· · ..... ·:' · .. · ... · ... , ........................... , , .. , ..... 1-....... • •••••• ,. 1·-•••• • •.... • .......... ,, .................. : ... , ................. ,,,342 ! I ' ' ' ' I [ I ' ' ' '' ' ' ' 1 · · I · "ti· · · I·---· ·· ·-· ·1 t --1-··1 · · · ·t . ' , .... ,.,1....... 'I"·· ·· ·· ·· t· ·· ·· ··· · I • · i· ··: ......... .., ..... ····f···· 340 .................... .;..... i -~·---+--.·, ,: .. • .. ·.·.·.-.·.•.· .. · ... ~3 ~· :: ' ---__ ~ =±= .... ! : 1+50 1+60 1+70 1+80 1+90 2+00 ANCHOR VERTICA RETAINING WALL STA 1+00 TO 2+55 . . . . . A A A • . . . . . - ...... ·····I········! ... -·l·····I···,+······ ··· ······ .. ·I· ... ' I I I I I I I :1 I I Ii I I ' ' ' ' ' ' ' ' : I ' t · I· ·l· ·H· · · ········1--····· .. ·1·····i···· ...... j· . ' ' ' ' ' ' ' : I ' 'I I I 1; ' ' ' ' ' I ; ' : ' ii ' ' ' ' ' ' L ' ' ' ........ : ....... , ................ ,1 ····· .. ·I··.·· f·· ·····I ........... , ..... . · · · l · ···I· · t · ' ' ' ' ' ' ' ' ....... ......... -----------·-'-'-" ........... 289,33"B\I : . . , . ~Ul!llRAiiLo~:11,,Er l,,QCftUPN..c..--__ d'.'.::~f_······_··· _ ' DAYLIGHT TD SL,DPE I As· SH□\IN □NSHEEr·31---f-1 --~---· · .. \ ..... 1+20 1+30 1+40 1+50 1+60 1+70 ANCHOR VERTICA RETAINING WALL . . . . .. ' ......... . 2+10 . . ······I .. ; I l :1 ' .. ,. it-··· ' 1+80 2+20 . . . - '· . ...... ······+---- ---····\ , ........ ,, .. : ' 298 296 294 292 290 288 1---·286 1+90 ' 339,00 :B\I 2+30 . ; I 2+40 2+50 .A.AAA.A. LEGEND 4" CM' UNIT B" C>.P UNIT VERTICA UNIT MIRAFl GRID 3XT MIRAFl GRID BXT FINISH GRADE TOP OF WAL!. BOTTOM OF WAL!. GRID LENGTH POINT OF CURVE POINT OF TANGENT GRID CHANGE . .... . .. J. ... ' ··········+· .. 338 )336 1334 [SJ D - TW BW GL PC PT I ' :::-1_+00-::_,oo_·_r_,o:,.1_+o_e_,~1_·-t:1_+_09_.oo_··•-···•·-To_·;)+ .. 1 .... e ... '.7 ... 5.• -·•• ·11+1B:75=·To,[1+3~·~ ··•·••· _••···_•·•_·1_+.3_·~-'~_.~+!T_·~-·•_~+-··4 __ 1_? __ s-t.·•·f-• ·-·I ·_-_·-_·_·=-.-.. ~If-_ •. =.= .. = .. =.-.-.-.. · __ ... i.·_ .. _-_-_--_· _·--..•• -.. ;--_·-::_··-=--=---=.~-=-:.,1-.-.-.----=~---·-··_·_:~. . .. ·.·•·· >i •... ······.·· ____ -···t:--. -.. -.... -.•. --. : .... ' ................... ,. '··········· ... --->---·, ,, .... ," ..... 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II. t:,,l.,.._ I N G:>Jy ,_,..,-c-T ,= To """''.._..,.,,.,,., 'f'' ~se~ ii ' ' ' ' ' ' ' ' I; • •. J ...... • ............ J ... .. ' • ""'"r··i"· ' . .................... . . 1+40 1+50 ' ' ' •• , ......... j •.••.• ' ' +·· I· <-·t· ' ' ·'"~ .. ---,I" .. ""' ' ' ... ··I ........ ----•• 1 ..... 1----.................... . I . I . ..... I·· .. ! I I : ··l···• .... I ·:·• ···· !I I I ! .; .... 1 .. ' ' ' "' " ' ........... ···i : .................... 1+60 1+70 ' j : ·: ' . f.. .. ............ ; ' ......... '"'"""""'-i ' ; ................... 3b.oo n1 ' ! I I ' ·· · ·l· .. ·1· ... . . . . ,. . . ···1· .. I ' ' ' "" 1.-... 1 I ' I 1 I I ' ' I I ' ' '~ • •••••• , •••• : ',:__ I .... I I : ' . . ··I .... . ··+•:••··1··• .. j .... ······ '····· ...... ·······l····<c···+··· ......... 1. Ji I I ..... 1 ... : ...... $.3 .. . ' ' I i ' ' ' I ...... ' ······, ........... . . I .............. t ..... ' 1+80 1+90 2+00 ANCHOR VERTICA RETAINING WALL STA 1+00 TO 2+95 ><·i••······I··•·· 2+10 · '·I•·· ···1····· ' ·· It"· ' ' ' ' ~IQ,O~ ~\I l :' ".,,.wm•.--•"' ' ....... , ..... ' ,-,. .. ······I···· • •••. 1 .... ' ' ' ...................... : ... 1 ..... \ ' ' i I ................... ·--·t· ... ; I ............... ' . '" : ........ , ·" '------···-·· .. ··-' ----~--............... , .... . 2+20 2+30 2+40 II .... ii: . ........... 1 ...... ~ .... . I l I I I '" '°'W -,1--•1, •••• •"'"'"i'" WM•~""'"""''"" "''"•'S•••"•"'•I• •''"""""O••• ' ' ' ' ' ' ........... , ....... ······11 .. ·• .................... I·· ' ' ' ' ' ' ' ' .., •••. 1 .......... J ..... . ' ' CURB !Ni-ET AT TAIU OF GECIGRID _,, . TRIM.GtOGRl,ll····As···NEtlitll·········· .. , ·· ···\·INSTALt:··c(IRB'INLET'Cl]NCURRENTL!Y' ........... . ........... ·.·. ; ............ . ' ' : : 2+50 2+60 2+70 , I I ' i ' 2+80 ' ' · 3~8,67T I I i I 3~0.00 B\I ............. ................... ) I 326 " I • 324 .322 .. ~ ·:·: 1320 1318 t--~+r ' ""'""' ~312 .................. 01.f,;:1.1 , 310 ~308 ~306 ., ' 1304 ~,302 1300 1298 ····1.' 296 L .. . ... 2+90,...,,-,/"'L'.t;'-\. l,_ -_;----✓ ~ CITY OF CARLSBAi' I SHEETS I t----+--+---------------1----t-----1---;----1 ~ ENGINEERING DEPARTMENT , 54 ~===============~:..::::===; ~ ANCHOR HETAINING WALL PLAN FON: "\ '--_,,,,, __ engineering Inc R:11 Active projecls\LCTS-Commercial\Construction Drawings\C496-000PPO.dwg, SHEET 39, 7/2/2013 9'47'49 AM 1295 dis1ribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 malt@red 1 engineering. com ~~LJJifv'11·-I INSPECTOR BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: 2 1/2' 0/SC STAMPED 'CLSB-011 LS 6215' IN CURB llfST S/OE OF COMMUNITY LOT COMMUN/TY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE llMITEO, SET IN CURB ON llfST S/OE OF PARK/NC LOT, 104 FT FROM SOUTH/lfSTERL Y CORNER OF RESTROOMS R.O,S NO. 17271 (PT. NO. 71) 173.24 DATUM: NCVO 1929 7 /2/13 MMM DATE INITIAL ENGINEER OF WORK . /?\ THIS SHEET REPLACES SHT 39 ORIGINALLY APPROVED 11 /29/12. REVISE WALL N4, /1\ DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL '-.... -, r LA COSTA TOWN SQUARE COMMERCIAL ENGINEERING MANAGER PE 41204 EXPIRES 3/31/15 DWN BY: .,-,,-,---PROJECT NO. CHKD BY:1 ~J=:/.~-RVWD BY: C. T, 0 f-09 DRAWING NO. 409-4C l I J R:11 Active projects\LCTS-Commerci~I\Construclion Drawings\C496·000PPO.dwg, SHEET 40, 10/412012 3:41 :48 PM 332 330 .. 328: I 326~ i··"· 324: I I ' 330,67 TY ' ' I ; I ' ...... + ··•·l···· ' 322' ' .••·· -·-·-· •• '' 1 322,00 i BY ' ' ' I 320t-----11----+---.. ! 318 .. l -... --- 316 I 312 2+90 3+00 ' ............ '333.00 TY t I I I I I I' I I : I I I I I I I ! ' ' ' ,..,,, • .,,1,.., "" ,..,,..,. ,o·rnrnl .. , ..... , •. 1, .. , .. , .. ,. ' ' ' ' ; I ' I I ' ' ' ···+ ··!· ti·· .... ·I .. ··· ·l ·····I, · · · 1··: ··1 ..... .. ,t· . ···I ....... 1 ' I I I I I I ' I I ' ' :$ 1 ...... ' f'" ... ' 3+10 3+20 3+40 3+50 ANCHOR VERTICA RETAINING WALL 6 PROFILE STA 2+95 TO 3+65.50 SCALE: 1"= 6' H V . .... • I•···· .. ·_, .. .. · 340 338 336 ---+---+-------;334 ' 3+60 ----;328 326 324 322 320 · 318 ---,316 314 312 3+70 '"" ·"·1··· ........... ,-........ • • r····"' "'" · ....... ,,----~--· · ., .. -, ........................ ,.... ............... . ......... -............. , ............ , 332 MAX: HJGHr• e.o' t f i MAX. HEIGliT .. e:o' · · ···· · + ; MAX: HETG~r-e:~: ··· ·· ··· ···· ······· · 332 l··:·;::··:.:·~GR~ID~··~L~ENt;G~TH~,-~,~9~,0~'·+!:.::;:~==1====t====:===3====3==·=·':.:· ·;..'~GR~ID~··~LE~N~G~TH~-~·~13~.~0':.::.:f:.::.::.::.::.::.::.::.::.::.::.::.::.::.::.:=i:=:.::.::.::.::.::.::2:::=:::=::===;=:.::.::.::.::.::.::.:'F'·J::;::::::::::==t:::::===t=·.~GR~ID~•LEN~~GTH¥·~·~-~·9~.~:.::.::.::.::.::.::.::.:3:.::.::.::.::.::.::;:=j 330 r:: .. 1+00.oo·ro 1+12.oo·r · , 1+12.00 ro; 1+75;75 ··, · · ··• · ·. 1+75:75·ro 2+05.oo · ... · ·· 330 ' 328 -----+---- 326 324 ., .. ---1 ....... . ___ ,_,.,,_.,, ; .. , ' .... t----+---------i;s,:., ............. ~ • '" "' ........ [jl--+--...... ~ .. , .. ~ .. -a5 '"'"'' ....... ~ ----t·· ........ ~ ..... ;t. ~ 11' . >----11 . i ·~ -,·1---li: .... 1---=1--l-- 328 .. + 326 . . . . . ... . i ·-.. ·· -1---···-,·i ............ 323,33. TY'· · 324 ·.·•·····•·········~'··.· ... ·· .. ·····.1 1 ·~. ::: f-'-•"•"'_•_•,_••_•,_•••"'-t' _,::._-::_-::_-.-,-. -. i •• • 2,,••---1--•--·~ ~:~.::.~+ ,..,,L., ... ,.,,u "uu,u,u,~•""''"" '""'"'"""·•'"~ •::•::•:~:~::~~ ... ~ "'l'·':"· ""'' ,.,:•~•.: .. :~: .... :; ... rn~~:•~•~:::•::i.~.: .... f-----1c:: ~TPRM PRA!NJNL~T B~HIN.P YALL .................. 11 ................. 11,---+1 ----~--.lo ~ 1 ' ' I I I' I 1 I; ··· · · ····l··i ··· ....... ··· ... 1 ....... ; ' ....... 1 ..... , ........... . ' -···l · ·· I·· 322 320 318 316 318 >----,/. . ~~1JH8toi~~~ ~~~~tEiih---···········~f--r--li: -~ ., '?. ' ....... ,. ·-•. : .. ,, ........ ·~·•··· 316 --1-•~ .... T ........ r 315,33 TYi ' ' ' . ' ' ' ' ....... , ... 1 .... • ....... ,1, .......... . ' ... 317,67.tBY---' ' I I 1 I ' ... ··I .. ···1· ·· · l· ·····I· ... +····I······+ ·····l•·;.· .. · .. l· ... ···I· ·· ·I·· --1--···--·I ·····l·······f:, ...... 1. ··+···+···, ... I · ' ' ,, ' ' ' ' 314 ~. · ' I I l ' ' ... ; .. .-1 ...... ' ...... 1--·/--I ···· I·--.. l ......... ;1 ...... t--·· ··I· ... · , ........ I .. ··--l----+---------+---------+------<314 ' I ' I T ; ' ii '""''·"'"'"''I•""'"'""'"'"' .L .... ----+------+-----+---------+---~' 312 312 310 . ' I 1, I. ' ' ' ' I ·••;••·······" ' ...... ···I· ............. 1 ...... I , I ' • ' 308 e--~-· ~ ~Q8;33 BY , ............ ........ ... . 1······• .. ···· \:--,.,_ SUBDRAIN OUTLET · LOCATION 3061-----,'--CONNECT-,TO.ST□RM,DRAJN .. , ....... ~---~' -~A.S ..... S.H□YN. .... DN .... S.HEEI .... 3.1,_~-----~---~ .................. --~ 310 308 """•" "--+---... 306 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 prepared by ,,,,ed one engineering Inc ANCHOR VERTICA RETAINING WALL #7 PROFILE SCALE: 1 "= 61 H/V /~~~ --·· ~~ "' ~ .. . .. ;.. . ........ MAX:HETGHT' =-4.0' · -,......... '27 ! • · • GRID LENGT)j • 6,0 ; 302 I--------+----+--I---+.-.. -,.,jttl,~~f~~p;~~fJ;jf1~tiw~ ' 300f----j--- 302 300 298 ....... 0+99.25 T011+1B.75 · ·· 74 1-----------,•----f---: 272 1------'"l.c--~YALL #9 TD MEET AND MAT , 272 ......... ··~ ' ' 298 296 294 292 290 - 288 289,00 BY 286 -----+-- 1 + 00 1+10 .. .. .... .. .. .. .. .o ... ' . 296.67. ... TY ..... : · ..... , 296 ' 1 ..... ' ....... 1 .... ... ··1 ...... .. : 294 I i I I ; ' ' I I I I I I ' ' ' ' ................. , .... ; .... • i I I I i 1 ' ' 1 ...... 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NO. 11) ELEVATION: 17124 DATUM: NCVD 1929 • 1B A,s;.-~UI L-1" S/n Ir-=, TC. /z \ CJ+ANI± SH~ ...,..-z,,---zi /1\ DATE IN!TLA.L ENGINEER OF WORK REVISION DESCRIPTION ' . .;,_. DATE INITIAL OTHER APPROVAL *h'l/l'J, ,f: DATE LEGEND 4" CAP UNIT B" CAP UNIT VERTICA UNIT MIRAfl GRID 3XT MIRAfl GRID 8XT FlN.ISH GRADE TOP OF WALL BOTTOM OF WALL GRID LENGTH POINT OF CURVE POINT OF TAN.GENT GRID CHANGE ISi CJ - TW BW GL PC PT I / LiQj 0 CITY OF CARLSBAD fHEITS' 5~-' ENGINEERING DEPARTMENT ANCHOR RETAIN/NC WALL PLAN FOR: 54-' LA COSTA TOWN SOUAR£ - COMMERCIAL APPROVED:~ '~~Yl1',/41· .~· ' Diff.(i"· r..vp ENGINEERING 1fANAGER PE 4120IBPIRES 3/31/13 " DWN BY: PROJECT NO. DRAWING NO. INITIAL CHKD BY: 6a.J CITY APPROVAL RVWD BY: C. 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"··-·---+-----1266 1 OUTLET TD BASIN ; . .... ... 1-----+--·--.... 272 270 ~ 268 266 264 262 ---+-----+--AS SHOYIN ON SHEET 30 ........ '... . ... i .. .... --.. -~·--~.·~--.. :·.--::: 'i: .. _-::_-::_-::_-::_-::_-_ .;--; __ .-_ .. ~ .......... .-..... ·.· ...... ·.·.··.1.·· ... ·.· .. · .... ·.--... · .. ·.·.·.·-·.· ... ·.·_.-.· ---+-I ---···-•• :-~i-.-1 )264 '"' "f .. -~----------.. -------,,----·-· ······ ----+----+-----+-------+---'" ...... ---.. r 1+70 ·I"· ... . ......... .. . --.. . I , .. 1262 1+00 266 264 262 2+90 1+10 3+00 1+20 1+30 1+40 3+10 3+20 3+30 ANCHOR VERTICA RETAINING WALL #10 PROFILE STA 2+95 TO 3+26.50 SCALE: 1"= 61 H/V LEGEND 4" CAf' UNIT e• CAf' UNIT VERTICA UNIT PLANTER UNIT MIRAFl GRID BXT MIRAFl GRID 10XT' FINISH GRADE TOP Of WALL BOTTOM Of WALL · POINT OF CURVE , POINT Of TANGENT f½¼¼½½½1 -------- TW BW PC PT R:\1 Active projects\LCTS•Commercial\Construction Drawings\C496-000PPO.dwg, SHEET 41, 10/4/2012 3:43:03 PM .. L .. ' 1+50 1+60 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 ANCHOR VERTICA RETAINING WALL #10 PROFILE STA 1+00 TO 2+90 SCALE: 1"= 61 H/V 2961::,;,:~~~»~a;,~ub~'7'~';w····:;;~;;i~~ii; 294 I I I I 'I I I ................ I .... ' . ' 292 ...... ,_ ... ...,,,._,_,., , __ ,...,.....,,., .... 1 ... , .... ,,,--., .... ....,_ .. ,.,. ,01--.',_.c.,..' .. .,,, ..... ".--,-.i , ........ ,,. .... ,..,. ...... .i1-,,',....,.._. '," ' ' . ' ' • ' "':::··· .. · ...... ~I I~ Ii I I i ' ' ' ' ' ' ;:·. ' . I I . ...... 1. ' ' ' ' I I~' ' ' I ' ! ' ! ' ' ' .... ' ... ~6 """'. -,~ .. -._ .. =::'~:::······:._· _:::····::::· ··=·::·::::i;;;/"\;;_c::·· =··::::·:::· Jl_::;J_·······_······•·_·· ·_·· ·_· .··· ... ,' ,·;·:. , ... ,,·, .. · .. · ____ 287,33 Bvl .. . ...... ... , ........ ,. ·! .. . ' ' ' . ' ' ..... , .. .. , .. ....... , . ., .. I·· ' ' ' ' ' ' ' ' . ' ' ' ' " ' ' ' . ' ' " i I I · · ···t· ·· --·· --c· .. ·t ···· ... 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' _.···J·················=•· .. ·······• ................ ........ r ! .... , ... 3+60 3+70 3+80 3+90 4+00 4+10 ANCHOR VERTICA RETAINING WALL #12 PROFILE STA 2+95 TO 4+85 SCALE: 1 "= 61 H/V "AS BUILT" ~tt1U A HE M7M:RR(Jt ; 6~9 EXP. 9/30/• I< \V/,.,l,- BENCHMARK: DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215" IN CURB WEST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORIH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON WEST SIDE OF PARK/NC LOT, 104 FT FROM SOUIHWESTERLY CORNER OF RES/ROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) 2+30 2+40 . ' ' .......... 1 .... .. ·· · .... , ...... I · ·· I .. 1 ; .. 1 ..... ·// ' I I I ' I ' . ....... 1. .. .. j ....... 1 ..... ' ' ' ' ' . .. •I ........ . 4+20 4+30 ,4.c;.~ !Ui.lL-T i=;-/p, Ir, "' /2. \ C.HAN-c~ 41~ /1\ DATE INITW.. •·l· i ·I· w I ' ' J '~L- engineering Inc REV;/t ~ ENGINEER OF WORK REVISION DESCRIPTION INSPECTOR ELEVATION: 173.24 DATUM: NCVO 1929 R:\1 Active projects\LCTS•Commercial\Construction Drawings\C496-000PPO.dwg, SHEET 43, 10/4/2012 3:46:12 PM .... .,I 2+50 ' 4+40 .. 1 ..... • .... 1 ..................... , .... . ....... 2+60 ' ' ' ' .......... ··t ................... j ..... . ! ................ 1288 1286 ... · 284 ·· 1282 .... -1 i280 1278 ... · ..... · .. ·.·•·· .. ·.···.1.-.· :· _··+-•···_·_•··_·····•·.•·r·· __ ··_·····~·.,·_· -·-···~:::: · · ············ · ... · : )272 2+70 2+80 2+90 ' ' . .. , ..... .. ... 1. ~· 298,00 B~,, .300 ___ .J298 1296 1294 I I : I I ' DATE ' " •-!-•~•·1 "'"~•--l """"" · =o0•" ........ '""""'·l"•"' I I i ., ............ < ..... . ........ • . . ... .......... .. .., ... . .. ·--t-----+-----1 4+50 4+60 ' .......................... 4+70 1292 -290 1288 1286 .. -·-,284 1282 ' 1280 1278 4+80 12\ r ..... Lill 3 CITY OF CARLSBAD Llt]' ) ENGINEERING DEPARTMENT I ANCHOR H£TAIH/HG WALL Pl.AH FON: 51} LA COSTA TOWN SQUARE COMMERCIAL APPROV~~&'~N R~ 1JJ:!;j. 1i/~4fiet ~ .,.,-.-: 1 I , , .. , -,,.__ ... /':\ . . 7f,Zi/h3 6VP ENGINEERING'MANAGER PE 41204 EXPIRES 3/31/13 DATE DWN BY: PROJECT NO. DRAWING NO. iNiTIAL DATE INITW. CHKO BY: C,,...I OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 01-09 409-4C 332220 ===..:. .. =-···.·.·.-..:.· ... ··•1l .. ·..:. .. ===-=-=-··..:.···T·L=====·==····==·,F··==· =======·d·==····::···::···::· ==f====E====l====±====S==·=· ·==···•a'========:1:====····::···::::·····::······=E····•=··==·· ::::::·::·····3······•~···~~A~l~~;~~~El~gi*T½···~:~1~g•~·g';=' ..:.···::• ========a====·=-·=--=E·==··=· ·====f===~=·==··=····:."-:: ... :..+::=====-=-E====..:.··..:.··..:.···==··..:.···..:.··..:.·+···..:.··=--.. ::·..:.·=-·=-··..:.r:.:...:. .. :.:...:.:::..:.:::::::..:.:::==:....:···..:. .. ..:. ... ..:. .. :.·· .. ..:.··_..:.····_·F:=··=··~r--·.·•.1·.· .. 332220 ;:-1 '···1+28;50·· .. Tq--5+-17;50······(··· ··---r-·.,· -----·---; ,..,_._ ··--·;····"······· 318 · ................................. · .... 1'·_ ---1---~--+----~C.-............. ,--f . •.. .·. ······+·· .. ••·•·····•·•······•·· ·······•· 318 ... . " -----'.----------·--··-t---... . ------.i·-·""·'"" """'" '' '''l ' i 316!, ... · .. ····--·-·· .. ·_, .. ,_. __ --t_ ... -;--~~·· ......... ·····-···· ···•·· •··l ... . ___ ............. ___ l 314 .-----+-+---'----s----~---...... ---· . ...~ --. __________ _ 316 ....... · ..................... 314 Jl2,67 Tl/ ; ............. JO. .. .......... ''·"""" 312-X I f-~J:::::=-~ I·--... ·-···· .. -!----+--------+----+----+----+----!---··--·· ... , ... ., ......... -........ ;-----+-----'···· .. ···· .. ··· ., ....................... ,312 310. 308 306,, ' w Ji I """' 11 _,__ 0 --• ". """" I ; I ' :~ . . . ; r. ... . ..... .......... ..... .... , i . . , :~: ~·~-·················-· ..... ,____--i.-...... -..... -+-.... -.--i··· i ,I 304" . ' 302 300 ., ........ 11,; ..... ' '///Y ' ' ' • •• j., .•• '//A/ ' ' ' ' ' ' . .... ; . ··•--I-• ;-..... -l-, . . .... , .. I••···· ' $02,00 BIi I I ' j>fCC:: ... ==+-----i----!----+----l 298' I --+-- 296l. .. .. ............... , .. · U) $"';·--··i · ······"'""•i--J."'-""""'. ----+----+----+-- ". "2? __ ~-l -~"-•--•-------~-~---+-----+-----+--- 7; · · ···l··i"·· -,-C I • ' ~: ;-;' C : -~-.. -.. -~-.. --+,.-.-~ ~nl;~,~1[ :···· ...... ·· .... ·_ . . .. .... _-·····-+··•_·_-_-_···_·::::=====-.. -. >-.-... -.•. ·_·_· .• -~-_-_._ .. _· .. _·-_· _· -+t_·· ==--_-_ --++-:===--_--....... _ .. _ .... __ --+----_ ... _ .... _···_··_·····_-_··· :_-_-_-_ -_ -_ -_ 44 .. = .. = .. =.-.-.... -. ~ :• -·-t· _·· .. _.·_·-_-· __ -.. : ::: -.. :·, _,:: ... ~:~~~ ~~·••• ---1---.-r_··_-±_ ._: ___ +-,:----i----·-··+··•_ ... ___ ..... _ .... _.~~"==-.. _ ....... _ .... --+ .... ~~-~~~~_;~~~~-.. :::~""-_···--""' , .•.. ::: ;~ .. . .. .•. ~~-. ---. '""' ... ------•.. -~-> ------~"--~·_·· _·_·•-1+-: __ :·_~~-_.·_·====~+-:+-·~--=:::_=_ .. =,=_._,-.-_,,,+-_+-_ ~--==--==----+-!-_-_ -_ -_ --~ ·-. -......... _ .. _· .·.· __ ";:::::::::=============-·-· ·_··_-_ .. _ .... _ ... _._--•~- .................. --.. 1·T""l······ .. ·I· ·······t·1··· . ···1··""'+\·· ' ' . ..... ,-j-• . V// I I ' 294 ..... ,., .. , .. , .. , .. 294 292 290 ... ·.· ... ··-:~f§·_--i··· --.-+-...----+-----! ' . 292 290 ·'288 286 284 ... gy~, ::: •.•. .. -,_ .. _ ..... _ .. ·_· --t ----_ -_ -_ -__ 1" ___ .... i ·----+----. ---.... -+--~--............ ., ........... .. ·t····· -1-----+-----+------ f-----+-----.. ---.................. , ... . 284 i .. ·~ ··----+-----+----... , ....... · · - 282 '.--=·.·· , ••.•. ------------------- . ""'""" 280 --, ' ......... ,. 4+80 4+90 5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 ANCHOR VERTICA RETAINING WALL 12 PROFILE STA 4+85 TO 6+17.50 SCALE:1=6HV ·--'' .., .. , .. , .. , .. ·'--- · · • ·· ····· · · ·• •·· •l ,.; · · , ....... -I •· ···· ·· ·;. ··· · --1 "" ,. ' ' ! I I ' ···l··<···i··········I····· ' ' ' •••.. 1 .•• ; --·· .. , 5+80 5+90 6+00 I I I ! •..• 1 ..... , ······l ' . ' 282 280 .... .. .. -278 276 274 r---·· · .. r .......... , .. -+-----1 272 6+10 6+20 LEGEND 4" C/>P UNIT 8" C/>P UNIT VERTICA UNJT PLANTER UNIT MIRAFl GRID 8XT MIRAFl GRID 1 OXT FINISH GRADE TOP OF Wfil BOTTOM OF Wfil POINT OF CURVE POINT OF TANGENT 0 CJ -------- T'/1 BW PC PT Lill CITY OF CARLSBAD I/SHEETS 5~-,, 4 prepared by ~i1'ed one engineering Inc R:11 Active projects\LCTS-Commercial\Construclion Drawings\C496 .. 000PP0.dwg, SHEET 44, 10/4/2012 3:47:37 PM 1295 distribution way vista, ca 92081 phone ·760.410.1665 facsimile 760.509.0078 matt@red1 engineering.corn INSPECTOR l/ip-4 / I S::: DATE BENCHMARK: DESCRIPTION: 2 1/2" DISC STAMPED 'CLSB-011 LS 6215' IN CURB WEST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO 0[ LOS COCH[S ANO EAST OF CALLE TIM/TEO. SET IN CURB ON WEST S/0[ OF PARK/NC LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) ELEVATION: /lJ.24 DATUM: NCVO 1929 .a. So -ic;.tA, I l--1" o!P.lr, 7c'.'. h .. \ r w,4r-1:--:= --I --re:, /A{_ I,\ DATE INITW. ENGINEER OF WORK REVISION DESCRIPTION ENGINEERING DEPARTMENT ANCHOR RETAINING WALL PLAN FOR: 5!-, LA COSTA TOWN SOUAR£ ~ COMMERCIAL J/Zlih.3 6Vf' APPR~,KL~_t~N ~. ENGINEE G MANAGER PE 41204 EXPIRES 3/31/13 11~1.4Ji"l. DA --, DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: e,w OTHER APPROVAL CITY APPROVAL RVWD BY: C.7: 01-09 409-4C 302 300: '"""'" ... ~~•--,_,.,,., "'"w"" » ; I ""'" 298 '+--- 1+10 324 .. 320 318 316 +-----+----, 314 ··I---· T········~--··· •···· ---------. ' ' ' ' ' ' ' ' ...... , ...... 312 310' I 308 306 304 302 ! ' ' ' ' ' ' ' ' ' i I 304,00 BIi 2+80 2+90 LEGEND 3" UNIVERSAL C/>I' UNIT DIAMOND PRO STONE CUT UNIT t.tlRAFI GRID 3XT FlNISH GRADE TOP OF WALL BOTTOM OF WALL POINT OF CURVE POINT OF TANGENT 312 1---·· ··· .f. ·MAXi.HEIGHT•··4;0'--;---- GRID l£NGTH·• 5.0' ,. ·---tJAXiHEIGHT'=····a;o'-- , .•....... ·······GRID·l£NGTH•,-9,0' • ••••• • • • •• •• •• • •• ••r••• H•U•" "" """"•< •" '"• •''"""" • • , ---+:·MAX;· HEIGHT-' 10.0' · ( ··· ···· MAX; HEIGHT • 8.0' ···· ; 312 · ·+··GRID·l£NGTH •--10,0' ~ ......... ······ ····· ····, ···GRID l£NGTH·•·9.0' · 310 1+00.oo·Tb 1+20.25 ' ' ' 300•, ............. :~ ' ' ·······1······-.. 1-• • • - -' ' ' ' ' 298 , • ............ •.: 297,00 BIi j ' ; ......... . ' ' ' · 1-l-34.50 TO ·1+52.50 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . ""•ii""" ' ' ' ' 296 '-.·.············ .. -..... 1 ...... ··_,__····i -+~ _•. .i 294 ............. < -j--.. ·····l····· " -l-: --1 1: -i-l ··· -I·• ---1-···+ ----1 l ( -., '""''•u••"""•-ms----+------1---' ' ' ' ' ' ' ' ' ' ' ' 292 !----+----+----+--- -----,-.----+----............................... ,.,,, ......... . i 291,67 BIi ' ' ' ' ' ' ' 290 ... I r"' -----\ 288 1+00 1+20 1+30 ............ ' ,-., .. ,~-1-'t"" "'"-" ,_., """! ·'"' ''"'""'" '""' ·1~-·""1·'""' ' ' S 1""'" ' ' ' I : ' ' ' ' ' • •.•• ........ 1 ... . . ·I .. """" D 1W BW PC PT j ' ' 3+00 ' ' ' ' 3+10 .... ;... L ---------+---.... L ....... ,., .. ·-+-···· 1------~-- ·--··---·······································'·································· . -L.- 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 ANCHOR DIAMOND PRO RETAINING WALL 1/13 PROFILE SCALE: 1'= 61 H/V 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 ' ».-.; ,_,_._ .. ''""'""' I' I ANCHOR DIAMOND STA 1+00 TO 2+85 PRO RETAINING WALL /114 PROFILE SCALE: 1'= 61 H/V -............ . ....... ····'i .. I , I ' ' ' ., .... 315.SSiTII i I I I ' ' ' ' ' ' ' ' ' " ' ' ' ' ' ' ' !··+ . ...... 1.. .... .. .. .. . ........ ~ .. ··I ... . . ................ ·'·······1······ ' ' ' ' ' ' ' ' ' ' ( I I I : I I : ' ' ......... ........ ......... 1..... ··'···· --... j ..• .., .•... j ••.. ,. ..j. ,. . .... j -; .j. ••• • • .• , .• , •.•..• j ••••• . ·I• .... \ ... : ... ·;·--····· ...... . ' ' ' ' ' ' ' ' • ................. 1 .•..• ······l··• · · ···· ·········I····· ' i.·.·······•·················307;33rB~········ ··· ' ·········,--· 3+20 3+30 3+40 3+50 3+60 3+70 3+80 3+90 ANCHOR DIAMOND PRO RETAINING WALL #14 PROFILE STA 2+85 TO 4+65 SCALE: 1'= 61 H/V prepared by ~,,ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red1engineering.com :Jul}JJJ INSPECTOR DATE BENCHMARK: DESCRIPTION: 2 1/2' DISC STAMPED "CLSB-011 LS 6215" IN CURB #1cST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO DE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON #1cST SIDE OF PARKING LOT, 104 FT FROM SOUTHH1cSTERLY CORNER OF RES/1/00MS RECORD FROM: R. 0. S. NO. 172 71 (Pr NO. 11) ELEVATION: 173.24 DATUM: NCVO 1929 1+90 2+00 2+10 2+20 2+30 2+40 .. .. .. ..... .. ........ ...•...... ......•. .. . .. ..i, ... . ' ' ' I ! ' ' ' ' ' ·········1······ ···-····1··••:•• 1-···· I : I !I I! I ' .... ._ .... ._ .... ; . ._ .... -,.,., . ' ··········I···· .. .......... t .. ...... ········--····· 4+00 4+10 4+20 f"tC::.. -~ILT 5/g/f)J Tc. /2>. Cl-lA,G."' 5u;::--~ 7<°,-i-AL /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION ' 2+20 2+50 2+60 --... , ........ 4+30 4+40 7/t~/13 t=.vP · DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL R:I1 Active projects\LCTS-Commercial\Construction Drawings\C496-000PPO.dwg, SHEET 45, 10/4/2012 3:48:22 PM 2+70 ••••••• 1 .•••• ' ' . .; ... .................. ' 4+50 2+80 320 7318 1316 314 . ·······•·:--1312 1310 )308 j306 ..... )304 J302 4+60 :;:,---., ffi Lill CITY OF CARLSBAD rn]< 5 ENGINEERING DEPARTMENT ,, ' SZ);/) ANCHOR R£TAININ6 WAU PLAN FOR: '-. LA COSTA TOWN SQUARE COMMERCIAL APPRO~LZ:'::;7~~ ~ ENGINEE G MANAGER PE 41204 EXPIRES 3/31/13 Dl~t.rJt_"i DWN BY: PROJECT NO. DRAWING NO. CHKD BY: ,::().) C. T. RVWD BY: 01-09 409-4C I i I ' 330 318 I ' 316 ····--+---4 ·r· 314 ' ' . + 3U.25 T\I 1 ' ' ' ' ) I ' I i ' ' ' ---. ·-· -~---· ---1-,---- I ' ' ' i I ' ' ' ' ' i I ' ' ' ' ' ' ' . ' . ' ' I i ' 332 330 328 326 324 ·~·· __ ---------·· ·-·----, .. """ . "'"f 322; ' ... · · f MAX; HEIGIJr= 4;0' ·} . ---~- ---------------GRID -LENGTH· ~·5,Q! .. --t 4+57'75 TQ 4+89.25 ... , ..... ' ' ' ' ; I i-···1 · .. ·1-·· · · ·-1-· · ·-1-· ' t 332 330 328 326 ......... '324 ... 322 320' 318 316 314 312 ---,_·· ----+-----!. ----+---------< 314 I · . . . ... . ..... .. .. .. 312 4+60 4+70 4+80 4+90· ANCHOR DIAMOND PRO RETAINING WALL #14 PROFILE STA 4+65 TO 4+89.25 SCALE: 1 '= 61 H/V ' ' ' Ii ' ' ·l·· ' ' ' ' ' I; ' ' i ' -···-+· -t-1-----···+""'" ' ' ' ' ' ' ' ' 312 310 308 .. ·•·· ·l··"·· .......... ·········I······ ·;··. f·'· t· """1"! ... I ········+· · ·· ···'.····-t········+· ··· .. . .. .. f··, I"" · ~ ··· 1 · ·· ·· I · ' ' I ; I \ ' ' ' . ' ' ' ' ' ' ' . ' ' . ' ' ' ' : I ' ' ' ' . ' ' '"•I••· •••••• • • ....... 1 ....... , ' ' ' ' ' i I ' ' ' . ' 'I . ' ' ' ' ' I ' I ' ' ' •• •• •• • • ., •• • ••••••••••••••••• ""f ••• 306 .. , ' ' ' ' ' ' ' ' ' ' ' ' 304 ·····~·. f 30~.33 B\"r ...•...... ················c .......... ·-········· .... -...... ----+----~~~f~t~~ ~gT§[~p~□CAT19N ___ -+-----+-----+---·--+----···••i••············l 302 · · · AS SHD',/N ON I SHEET 26 . ' ..... 305.33 B',/ · ; .... . .. , .... ---~---~---~---~· ----·~----+----~---~~---~---~---~----~---~- 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 ANCHOR DIAMOND PRO RETAINING WALL 1/15 PROFILE STA 1+00 TO 2+95 SCALE: 1"= 61 H/V 318;' i--1---- 316,, ' .. ' ' ' ' ' ' I ; , . ' . ' ' ' . 309,67. ... B',/.I ,---·-+----· .............. . ... ....... ..... .. .... .; .. .; ......................... i. ......... j••··· ' ' ' ' ' ' ' I ; " I i ' ' ' ' '' ' ' ' ' ···· ····· · •· • ···I·· ·t··-·l ll··· · -····I ···--t-; · ······l· ........ ·--·1·J·· ····1····· . ' ' ' ' ' ' I ; ' ' " l I ' . ······ ' ' . 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' ' 2+90 318 ·,316 '314 312 314~ 312:, ' ' ' ' . ---+----+----!----... ,. ···----+------+-----1-----+ 1 ........................ , LEGEND 3" UNIVERSAL CAf' UNIT DIAMOND PRO STONE cur UNIT MIRAFI GRID 3XT FINISH GRADE TOP OF WALL BOTTOM OF WALL POINT OF CURVE POINT OF TANGENT 310 r' •~~~-,,"c--"·· .. ·················!· .. .l.V.J.,P.l.. .. ,D.W .. < .... m l 308>-----1'----+----+----+----+-----t-----4------···t .. 2+90 """' CJ TW BW PC PT 3+00 3+10 3+20 prepared by -i ~/411~ed one ~ engineering Inc 3+30 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red 1 engineering, com R:11 Active projects\LCTS·Commercial\Construction Orawings\C496·000PPO.dwg, SHEET 46, 10/4/2012 3:49:58 PM 3+40 3+50 ANCHOR DIAMOND STA 2+95 TO 4+38.25 I INSPECTOR DATE 3+60 3+70 3+80 PRO RETAINING WALL 1/15 PROFILE SCALE: 1'= 61 H/V BENCHMARK: DESCRIPTION: 2 1/2" DISC STAMPED 'CLSB-011 LS 6215" IN CURB IIEST S/0[ OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO 0[ LOS COCH[S ANO [AST OF CALL[ TIM/TEO. S[T IN CURB ON IIEST S/0[ OF PARK/NC LOT, 104 FT FROM SOUTHIIESTERL Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) ELEVATION: 173.24 DATUM: NGVO 1929 3+90 s/101;:, 7c. DATE INITIAL ENGINEER OF WORK •:,.. : ! --1'-----+ ·· ... .::-·······"-·· ·"'"'"'".~:::~:~. ·········•·••~--•r-·----4:308 __ .,,.................. . ...................... ,.,._,., ... , .......... _.,.,........ . ... ( 4+00 4+10 4+20 4+30 4+40 .....--, Lill 6 CITY OF CARLSBAD ENGINEERING DEPARTMENT ( Ll1J ~ ANCHOR RETAINING WALL PLAN FOR: 5 4-r--LA COSTA TOWN SOUAR£ COMMERCIAL APPR~~ K., Jf,,AN ~ ,iar!tJA,[~i. A'--~1/ 1'---f' . J ?It,.. . . < ' .... (._ y .. · ' . -- /z\ CHANr.<" <HE?:, l<ST":Z1,1 ?/'2')/r3 €;VI' ... ' ENGINEERING MANAGER PE 41204 EXPIRES 3/31/13 DATE p I,\ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ouJ REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 01-09 409-4C J r ' ! 324 322 320 318 .· , .. 316 314 306 I ...... ' ---~,--------r ·· i MAX. HEIGtiT • 7:33' ! ···· j. ············----·--··-'··· GRID LENG.TH·-16.0'· ; o to 1 +40.00 1 ········r ---- --+---·--•-•-'~---;»"'"'"'"""""·· "'""'";"'"'' '"""'""···""'"/( --. "'"'"'"-"·--"·~-·---- --. .... , . .. /Nf/.TPl-k. "i:i.4.J3t,11,, .. PEJ.& .. P..t'l.d,/.,.i·"''·"""N: .... ···•············ '............ . i w/ Sl.-EJ:.VEJrJ~<d o!,;,,. ' ' I ' 1 I I ' i I ..... 304 t-------;•.304.67 .. Bv/ ... ,_ ___ ...,.... __ 302 · .L. ..... ........ , .. -I ....... . ······· "" ·········L--..................... L .. . ·······f···········--~----+-----+------+- .... ... ... ,. ; i314,33 ·· Tvl + ·· ··· ' ' : I " ' ' ,T·"'··" . ··""~" """""'I""""" ' ' " ' ' ' ' 1 I I , I I i 1 ·· ·· ··· ··· ···•··· ········· ······· ······' ······· ·· ...... l······· .. I· -· .. 1 ... -.......... ·+··•-I--..... 1 ........... ,1. •• •• j, ... ; ... ' . ' ' '' ' !' ' ; I I " I; I ' I ............. 1 ... ' I ' I\ I I I I : I •. · · 305.33 . Bvl ,~i!!~'~,~~1= · · --r~ -- . ... !, ......... . .. ~~;,~~c;iJ ~ 1~:o~· --+-------+-······ · ··· · ·· · i i"'"""'"'""' GRID•LENGTI-i•-c16,0~m "'"""";"" M•"''"'!-'"'"'"' . . ... ..; .. ' ' ' I I ' ' I I ' I -- I q ..... 1. ---1-.1.· ... • •.•••••.••.•• -•---•• , ..• 1---•.•. t-·· -• ., . .j, ----1-· .... -----· , ..... 1 .... ;. .... I .... ·I··· .. ······l ...... 1 ..... . ' ' ' ' ' ' ' ' ' ' I I ' I I ' " ' Ii I ' I I• ' ' ................ ,-....... ' ' ' ' I I --+--.............. ,; ..... , ' ' ' , . .... f. ' I I ···· .. ·l········I· .. ·• · ·····• .. •I•• .... .j .. j ..... . .. ,.1 .. , .... ,.j ..... ' ! I ' ' I ' ' 306,67 ... Bvl. ,-· -----+-- i • f ......... . ; ' I """"'".j o+,, .. • ••-••• l:•WO-• -••>,0> -••••"' -••-.! -••"" ' ' --I I • ..... J .•..... •• , ... ,1 .. , .. ' ' ' ' I "·---1 ... -· .. l·.·-··--· ·""'""· --·-'-.... ·1 ·---" ' ' '' I " 1 : I I . ....................... · ....... ·····••I ..... . I l " ' 312 310 ·308 1 +10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+70 2+80 2+90 LEGEND ~• CAP UNIT 6" CN' UNIT VERTICA UNIT MIRAFl GRID 3XT MIRAFl GRID BXT FINISH GRADE TOP OF WALL BOTTOM OF WALL GRID LENGTH POINT OF CURVE , POINT OF TANGENT GRID CHANGE - IZl D - 1W BW GL PC PT I ......... I I 1\ \ I I I \ 1, ~ 332 33U; 324 I 322 !. 320 ...... , .. ANCHOR VERTICA RETAINING WALL #16 PROFILE STA 1+DO TO 2+95 SCALE: 1"= 61 H/V ... ' .... .. .. , .. i . ................ . II II . . ... ,. , ..... i i,.:;. ' I ................... MAX: HEIGHT • 12.0' .. GRID LENGTH • 21,0' · ··· · ,,,,. . · 1·3+73.00·T\J 3+97 332 · ... · 330 328 ........ ' ' ' ................. ........ --............. ""' ... '' ., ... ''\ ·········· .,;----+--l--~'326 · .... 324 322 320 .............................. <, .................... .. 318 -' ! . 316 f-----~'-----,----,--~+---- -~----•········~ ..... . ·!t I .. . 1 ........ ,. ,., , .. . ....... j, ............. j ...... : .... 1, ··--+··· ... ,. .. ........................ . 318 316 • i 315.00 Tvl ' 314 il 312:, I .......... ~,····· ·t···· · ·· ·· ···l ......... 1 .. " ' ' ' : .................... --·-&··+ ............ , ....... . 310'' I i I I 308: ' • 306f-----il!-------t ' I < I ' ' ' 0 3+00 326 ..... . 3241----, 322 ..... . 320 ,___ __ : I ·I .......... ;. I ' ' 3+10 ' i I •• • ... ,1 ... • ............ , .. 1 ..... . ' 1 I I : 1 · .. I I --i --· · 1· .. t ........ l. ' ' " '' 3+20 318 317,33 Tv/· .. . ! ' ·j• ...... I.T·· I i 314 312 .... .......... ...... -...... 1+""· 310 ,····· 308 .• :::. /1 1+00 ~~ ..... ---~ .. 1 ..... ' ' ' ............ j .... ' 1+10 I ' ' I i ' I i I I ' I ' I I ' ' .... 1 ..... j .. ,• '' I' I I I ' I' ' ' I :1 I I I I , I ""-i-"--1......... .. ..... 1..... .. .. -·1-----1---.. --·--~---, .... -... ;...... -'A" -·•l I I · "'' "'"'" 1' .... ' ' ' ' . ' I I! I ' I I ii I ·<I .... • .... r··I·· .. ·• • • ii I I ' '' .... I .. ;. .. l ...... I ·1· .. ...... t···· ' ' ' ; I I Ii I : I ' ' ' . ' ' ; I ' ii ' ' ' ' ' ' ..................... "1' ... L 3+30 3+40 3+50 3+60 3+70 3+80 3+90 ANCHOR VERTICA RETAINING WALL #16 PROFILE STA 2+95 TO 3+97 SCALE: 1"= 61 H/Y -328 326 ~ 1+00.00 -rQ· 1+a1.o~ .. :·. ·1 ...... -~~:~~--..... ,1 , ..... _...... • : , ........ ~ J i-.----+----_-1:.'±=···~~t:ertz;,~!i~'=~~~'ti;c:1'.':t~= .... --;------++1 324 """ u ... ••w••, .. ............ J a, ! • ., • •.• '£.B. .... QEf[6JL .... H,c..'1"f_;.............. -l'" 322 ··=····==J:::::::f1---: ..... : .... :. :7.7].¥ F· ....... ·.· ~, ,• .. _ .. ___ -i· .... '. . ..... ·............ . ······· ......... _____ ... +-----····•:··· 320 m" ~ ""IT t--~, ... wa! •f----+-------+-----jf----•1----••••• .... ,., . .,,." ........ }-........... 1 ..... _ ........ I D.. ............... i 316,00.JM'T I l I I 1 .............. j • ' ' I' ., .... u: · J! · .• , ··---f------+------+--------,f-----+--------!: 318 o... l I-............. t ............... 0..: ' " ............ 1 ...... , •• .j ...... I , I ' , I I ' ' ., ' ' ' . ' . ' 309,00 Bvl 1 315,33"T\I, ······---+-----+---...:..-----+ .. .. · ..... ··+··· ... ' I I I ' ' ' I ' --···r\". 311,67 Bvl ' -------!316 314 .... 312 ............... , ' ' 307,00 Bvl ! I .... .,j ' · · : ~; · ·· ···· , · · · hui-, '"T L□cA n□N .... .... .. ... ···· l .... " 310 308 ...... 306 DAYLIGHT TD SL□Pt···· ...... . ---... , ... AS SH□vlN ! ON' SHEET" ~6-.. 304 1+20 1+30 1+40 1+50 1+60 1+70 1+80 ANCHOR VERTICA RETAINING WALL #17 PROFILE SCALE: 1'= 61 H/V 314 . 312 --- ' 310 4+00 ) I ' .L ~ CITY OF CARLSBAD ~"SHEETS I ~ 1----+--+--------------------t---+-----+---+---------i ~ ENGINEERING DEPARTMENT. --31" 1-------4------4--------------------t----+-----+-------,--------i prepared by #1~ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red1engineering.com "AS BUILT" lfl?,,P CE ~29 EXP. 9/30/'IIJ I\ ~i: IY;j)(;v'1r ) INSPECTOR BENCH MAR~(: DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-01/ LS 62/5" IN CURB ~ST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO DE LOS COCHES AND EAST OF CALLE 1/MITEO. SET IN CURB ON ~ST SIDE Of" PARK/NC LOT, 104 FT FROM SOUTH~STERLY CORNER OF RES/ROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) ELEVATION: 173.24 DATUM: NCVO 1929 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ANCHOR R£TAININ6 WAU. PLAN FOR: 51 ,, ) LA COSTA TOWN SQUARE COMMERCIAL ~ A_P_PR_o_vE_D~ .... · ·=·='~· ·~K¥='--+~~-~~~s~~1M=·=·~·· ~-rAili:.~ ,h(4 ENGINEERINGIMNAGER PE 41204 EXPIRES 3/31/13 ~ DWN BY: --,-----,--PROJECT NO. DRAWING NO. ~~g ~~'.: c:v-i C. T. 01-09 409-4C R:11 Active projects\LCTS-Commercial\Construction Drawings\C496-000PPO.dwg, SHEET 47, 10/4/2012 3,51 :43 PM I I 3:.,; ' 334 332 ·············T ----------·-----............ ,.----- -+------------·1---------------+-... J .. ,. . ... 4 ... -----r---------J.fA)f"Hti"GHt" ... ~ ... 'ifCf··· -_-_-_-_--------,11-... ---------------~r-. · ··· · · · I · ·· ·· TOP GRID LENGTH ·'ii a;o' I---i------+----~---GRII\ L.E;NGTH • 6,0' --~···· ··············· , . . .. ( . I MAX. HEIGHT = 10.0' . ··:·· ·· · ·1 · · ·· ·· ·······'····· .... ···1 TOP.GRID·u;NGTH··=··9;0'; · ·· i · · ······· i GRID·LEN<;TH • 7,0'···i·· .. JJAx: HEiGHT ;.; ,tso/' . . .. . ffi ······JQP GRID LENGTH··=· 10:0' · ··· · · ··· f 336 --.. · --\... GRID --LENG,11-lli ~-~· 8~.0~'t·· ~~~•jt t~·/Jj:ii..€:'r.. jfr g----+-- 330' ...... ·----+- 326 324 322 320 318 i 316 314 312 310 308, 1+00 ' • • 1+10 1---.. -,---. ' .. . ..... .... ... . ..... 1+20 1+30 ' .......... ••····· ' .. I·········. 1+40 ' ' • . ' ' ' ' ... l S···+··--· ......... L. . ................. .. ..... , ... ·········:1N, rALL.. · , ~,, ·~~~ . · H/"'• i · ·· .... , ........ ····· ·· ·· · ··I· "··-"'"" ,smm FOR··· 1.NSTALLATIONi OF·· 42«·. ALUMINUM·· GUARORAIL---- ····· · SLEEVE-IT SPACING PER··ARCHITECTURAL·FENCINGPLAN! :SPAC:1.NG © -r,,'o/c . '"""'""''"· , ' .... .,, .. ,.. ' l 1+50 1+60 1+70 1+80 ' ' ' ' . ·I··" ...... , .. ,--1-... ," ' : I 1 I ' ' I I I I I ' ' I: ' -· + :--1 .... l --1 ... ... 1--·+ .. • ..... 1 •.... ; .••.• ' . ' ' ............... . ...... . ' ' "" '"' ""'. ""°1"' ' 1+90 2+00 2+10 ANCHOR DIAMOND PRO RETAINING WALL f/18 PROFILE STA 1+00 TO 2+85 . SCALE: 1"= 61 H/V ' 330 328 326 ---1------1324 ' 320 I I I I\ I I I I i I I I I I I I ' I, I I ' ' ,. ' ! ' ; I ' 322 .. 320 ---1318 318; I 316, 314' ...... · · ................ ·1··1 .. ·· .. . ·······"1··1···· .... -'·· ......... 1 .......... 1. I I I I Ii I I I ! I I I II I I ' ......... .......... ,1·----•·--1·"--" ., ....... 1•"" ·• ' : I ' ! ' ' ' ! ..... ' $ I) I .... ;-······ ... !-•....... i .................. i ... . . ...... j ... .. ... ;. . ! 316 • , ... I ··I ------·I••• •·'·I· ·I· .... --1 · ~ i···313;·33··"B\rl··; I .... : .... =·~ ..... ~ .... T .... ,. I I I , I ····~=:~ 1 ........ :···• ..... , ...... .................. 314 312 i .. 1, [ -·-... · .. ·.· .. ~. · ' ' ' -' ··~··· ·· · ······ ··· 312 310, -.,..! ... --~---~-+------+-----+---,--+: ----+r311,:i3B\lf;,-7-, ~.~~..,.-· ·=,----;1-----1 310 · .. ··.···.··.···.··•······~~;a,;-·~·1 ul?~~~t0¥i\L~t□~~cti~~i --. ~>,,s. ... -.. -""-ac-+~,----j 308 ;· .,. ·-·· ··--t----~f-----1 AS'SH□wN·□N··sHEET'·26···!--, ----+----+---~;''-----'=i--...c---··· 308 ..... JL.. ---~---~•-·· ...... i .. .. .. •.. , 2+90 3+00 3+10 3+20 3+30 3+40 328 318 316 ·I ... l ----1--· + ----·1· .I ' ' ' ·----•1,-•t --1 ' ' 314 ··· · · ·· ··········· '··· · ·· · ·3H;33··B11· ···· ········· · , .. , .. ' 312 310 ! I l ' ' ' ~+16;25·T0·2+65;00··· ·+·--·············'"··················-+--' i "'·'"•"•im" ,, ' '' ' ·········1· ·······1··1 ···· ........ ·······--r· l I ' ' ' .. ...... l·· ........... ·······+ ..... . I I ' '' 2+20 ' .. .. .. .. .. .. ·····• .. J ...... 31!.00 BIi ' "" .. -1,. '""""' ' ' ' ' ' -' ' (\J . .. . . . .. . ..... .... . . . ...... 'P.: '' -'"'""'"'"f "m"""""'" ..... ""'l ~----r . ... .. 'I-.·--- 1 ••• ' ' ' ' ' · ·····r ······· ········· ... _..,. .. 1. ···· ······· ·······1-· ' " ' ' ' ' ' ' ' 2+40 2+50 ' ' ... ··········1······. ...,__ ' . ' . ..... j .... · ......... + + I ! I ' ' ' ... ,.... ,.,. .......... ·1·· .................................... . '' ' ' '. ' ' ' -' I I I' I I I · I ' ' ' ....................................................... 2+60 322 .. 1 320 318 --~316 . ....... ····· ... ........ .. '314 312 · 310 · 308 306 04 1+70 ' . ' . ' 1 i I " . I I 11 2+70 '44!!100 , ;;;~-r04c6o· .. ,..<.J••·IB334 ••· .. ·.· .. ·j· ... ·.··•.·•.···· ······· ,;tr,332 ---~-. \~{;:,;.·1: 330 ,,.·•1 I , 325.58 r,r • ' ' ' ' I I : I I 1 I: ·+· . · .. ·.···. )328 . 4326 ' ' ' I ' 1--· .. ··+· I I Ii I I I · I I I '324 322 320 318 ' ' " ; 313,00 BIi 2+80 ' . ... 1'"'""•W ••""'till ' I I ffl316 1 314 LI; 1312 .. j I JlO J-·1308 STA 2+85 TO 3+40. 75 ANCHOR DIAMOND PR AINING WALL 18 PROFILE SCALE: 1 = 6' H V ANCHOR DIAMOND PRO RETAINING WALL #19 PROFILE SCALE: 1 '= 5• H/V LEGEND 3• UNIVERSAL CAP UNIT DIAMOND PRO STONE CUT UNIT MIRAF! GRID 3XT FlNISH GRADE· TOP OF WALL BOTTOM OF WALL POINT OF CURVE POINT OF TANGENT """' CJ TW BW PC PT ESSI prepared by ~ 'l~ed one engineering Inc R:11 Active projects\LCTS-Commercial\Construction Drawings\C496-000PPO.dwg, SHEET 48, 10/4/2012 3:53:08 PM 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 mall@red1engineering.com INSPECTOR 1/VAU-S -418/#l'f ~Et,etED TE BENCHMARK: DESCRIPTION: 2 1/2' DISC STAMPED 'CLSB-011 LS 62/5' IN CURB /1£ST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO DE LOS COCHES AND EAST OF CALLE TIM/TcO. SET IN CURB ON 11£ST SIDE OF PARK/NC LOT, 104 FT FROM SOUTH/1£SlcRL Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 173.24 DATUM: NCVD 1929 f---+---+----------------+---t----+----i LiJ cirErGINirNG Sft~~~N~AD Lm ~A=M='CH,=a='H'....'.H.='ET,=,M=Wh=wr;=m='ALL=P.=U=N=Fi=a=w:====+=9r=~ S 81 ,c DATE INITIAi... DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITIAL CITY APPROVAL LA COSTA TOWN SOUAR£ COMMERCIAL DWN BY: CHKD BY: tig) RVWD BY: PROJECT NO. C'. T. 01-09 DRAWING NO. 409-4C STEP I ~ PLACE REINFORCEMENT SO THAT Ll'lTLE OR.NO OVER.LAP OCCURS IN THE RADJUS AREA. IF OVERLAP OCCURS, PLACE 2 TO 3 INCHES OF SAND BETWEEN THE REINFORCEMENT LAYERS. 2 TO 3 INCHES OF SOIL FILL REQUIRED BETWEEN OVERLAPPED REINFORCEMENT FOR PROPER SOIL AND REINFORCE!v1ENT 1NTERAC'l10N. r L _I PRIMARY STRENGTH DIRECTION 1~ L ------,="" PLACE ADDITIONAL REINFORCEMENT ON nm NEXT COURSE OF SEGMENTAL UNIT IMMEDIATELY ABOVE THE SPECJFIED PLACEMENT ELEVATlON lN A MANNER THAT ELIMINATES GAPS LEFT BY Tl IE PREVIOUS LA YER OF REINFORCEMENT AT THE SPECIFIED REINFORCEMENT ELEVATJON. L ~14.2" > '> BEVELED UNIT .,...1 0 ' 4" CAP UNIT 8" CAP UNlT AnchorTM Vertica® Retaining \Vall MINIMUM INSIDE RADIUS 7 FT. TO FACE MINJMUM OUTSIDE RADIUS SFT. TO FACE AnchorTM Vertica® Retaining \Vall 6" MlNlMUM COMPACTED GRAVEL LEVELING PAD AnchorTM \lertica® Retaining Wall H LEVELING PAD STEP DETAlL 47 NOTTO SCALE D ISOMETRIC BLOCK VIE\VS F MINIMUl\1 INSIDE/OUTISDE RADIUS DETAIL STEP 2 -LAY THE NEXT COURSE OF BLOCK. MAKE A MARK ON THE BACK OF THE BLOCKS lN THE AREAS THAT ARE NOT REINFORCED. BACKFILL AND COMPACT THAT COURSE ' STEP 3 -PLACE REINFORCEMENT JN THE AREAS WHERE THE MARKS SHOW r-------J:i¥,,.I GAPS IN THE LOWER REINFORCEMENT PA'ITERN. CONTJNUENORJ\1AL WALL CONSTRUCTlON, REPEATING THESE 1--------J:!l'll:1 STEPS AS NEEDED. B 47 AnchorTM Vertica® Retaining \Vall INSIDE CURVE DETAILS NOTTO SCALE 1-14.473"1 c:::::>, 7 12" -------18-"'~ TOP VIEW ,__,_____I I ___.__.I I I FRONT VIEW SIDE VIEW C 47 BEVELED UNITS Ancb01•TM Vertica® Retaining \Vall -\VAY GLOCK VIE\VS NOTTO SCALE A AncliorTM Vertica® Retaining Viall OUTSIDE CURVE DETAILS ANY FENCE OR GUARDRAIL WITHIN 3' OF TOP FACE OF WALL WILL REQUIRE SLEEVE-IT 1224R 47 NOTTO SCALE CAP UNIT PER PROFILE 24" WIDE DRAINAGE COLUMN ¾" CRUSHED ROCK FINISIJED GRADE AT BW BURIAL PER PROFILE R:\1 Active projects\LCTS-Commercial\Construclion Drawings\C496-000DSO.dwg, SHEET 49, 10/4/2012 3:54:38 PM (1U;:INFORCED SOIL) , GRJI) lENGTJ-1 PER PROFILE-~-~-'"~ AnchorTM Vertica<!? Retaining \~lall TYPICAL VER.TICA WALL SECTION 47 NOT TO SCALE WALLS #1, #2, #3, #4, #5, #6, #7, 118, #9, #16, #17 engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matl@red 1 engineering .com INSPECTOR 47 NOTTO SCALE E 47 47 NTS EX rJSLJ UEOS\'t-Tl!ETJC R.EJKI-ORCE~!E~ I TO 11'I rJIIN 2" OF Lt)WFK IJLOCK FACIO ~'-f]+--- ~" ~IU'..:._\J I- RAILING l'!'PE AND POST SPACING PER ARCHITECT CAP UNIT SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOP MOST VERTICA UNIT. SLEEVE-IT 1224R (12"0 X 24") DEEP FILL SLEEVE WITH CONCRETE, SET FRONT SLEEVE HALF ~SLEEVE-IT 1224R LID ./ REAR SLEEVE HALF ~-STRUTS CANTILEVER BASE ANCHOR UNIT FENCE POST. ~--CUT THE GEOGRID AROUND THE SLEEVE-IT SYSTEM Afi NECESSARY VERTICAL LEG ]'LACE liEOGR!D ................ 0\'EI\LOt'ATORNO!C!l AnchmTM Vertica® Retaining Wall REINFORCEMENT CONNECTION DETAIL NOTTO SCALE BENCHMARK: DESCRIPTION: 2 1/2" 0/SC STAMPED 'CLSB-01 I LS 6215" IN CURB H'EST SID[ OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON WEST SIDE OF PARKING LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (Pl NO. 11) ELEVATION: 173.24 DATUM: NGfV 1g2g *FENCING SYSTEMS APPROVED FOR USE WITH THE SLEEVE-IT 1224R ARE LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK -UP TO 8-FT, PRIVACY - UP TO 6-FT (WOODEN, PVC, METAL). POST SIZE 4"X4" MAX. 1 O' MAX. POST SPACING. G DETAIL OF FENCE POST INSTALLATION USING SLEEVE-l1'TM l 224R 47 NOT TO SCALE WALLS #2 AND #3 FlRS'l' COURSE FILTER FABRIC BEHIND TWO BLOCKS, EXTENDJNG BACK 2 FEET NEXT TO THE EXISTING STRUCTU!U' SECOND COURSE AnchorTM Vertica® Retaining \~1all J WALL ABUTTING STRUCTURE 4 7 NOT TO SCALE , Lill 9 CITY OF CARLSBAD uTI , ENGINEERING DEPARTMENT ANCHOR N£TAIN/NG WAli. Pl.AN FOR: S-4 -LA COSTA TOWN SOUARE COMMERCIAL APPROVE~N~. %~ P~ d~~~/1,z;. a.5, -~"1.1 vT "e,w) ,, -2. m.. , ' · "'• 5/1-l/P, ,c I?\ c.,.j,A>,ICEc ..5~ lMT2lL 7/Zo//13 6:.Vt' ENGINEERING MANAGER PE 41204 EXPIRES 3/31/13 1\ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: ew ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 01-09 409-4C STEP I -PLACE°REJNFORCEMENT SO THAT Ll'ITLE OR NO OVERLAP OCCURS JN THE RADIUS AREA. lJ' OVERLAP OCCURS, PLACE 2 TO 3 INCHES OF SAND l3ETWEEN THE REINFORCEMENT LAYERS. 2 TO 3 INCHES OF SOIL FILL REQUIRED BETWEEN OVERLAPPED REINFORCEMENT FOR !'ROPER SOIL AND REINFORCEMENT JNTERACTJON. r L PIUMARY STRENGTH DJRECTJON 1~ L-----::;!--;l PLACE ADDITIONAL REINFORCEMENT ON THE NEXT COURSE OF SEGMENTAL UNIT JMMEDJATELY ABOVE THE SPECIFIED PLACEMENT ELEVATION JN A MANNER THAT ELJMJNATES GAPS LEFT BY THE PIUNJOUS LA YER OF REINFORCEMENT AT THE SPEClFlED REINFORCEMENT ELEVATlON, L BEVELED UNIT 4" CAP UNIT 8" CAP UNIT MINIMUM INSIDE RADIUS 7 FT. TO FACE MJNJMUM OUTSIDE RADIUS 5 FT. TO FACE F 48 AnchorrM Vertica® Retaining Wall LEVELING PAD STEP DETAIL NOTTO SCALE j_ D AnchorTM Vertica® Retaining \Vall 1SOl\1ETRIC BLOCK VIE\VS AnchorrM Vertica® Retaining Wall E MINll\1UM INSJDE/OUTJSDE RADIUS DETAJL STEP 2 -LAY THE NEXT COURSE OF BLOCK. MAKE/\ MARK ON THE BACK QF THE BLOCKS IN THE AREAS THAT ARE NOT REINFORCED. BACKFILL AND COMPACT THAT COURSE. 1-14.473"1 c::::J 7 12" -18"-<I I TOP VJEW ~I I __,__,111 48 NOTTO SCALE FRONTV1EW SIDE VlEW STEP 3 ~ PLACE REINFORCEMENT IN THE AREAS WHERE THE MARKS SHOW r-------J;ffn-1 GAPS lN THE LOWER REINFORCEMENT PArrERN. CONTINUE NORMAL WALL Anchm-TM Verlica® Retaining \Vall BEVELED UNITS B INSIDE CURVE DETAILS CONSTRUCTION, REPEATING TIIESE f----1-Mrl STEPS AS NEEDED. 48 NOT TO SCALE AnchorTM Vertica® Retaining \Vall C -WAY BLOCK VIE\VS 48 NOT TO SCALE EX'J'!Nll GEOSYN'J'l!ETJC RElt\FO!tCEMENT TU W!TH!N 2" OF LOWER BLOCK l'ACE I- AnchorTM Vertica® Retaining Wall A OUTSIDE CURVE DETAlLS 48 NOT TO SCALE RAILING TYPE AND POST SPACING PER ARCHITECT CAP UNIT ANCHOR UNIT SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOP MOST VERTICA UNIT. PLACE GEOGIUU -~:, O\'.lill LOCATOlt NOTCH Anchm-TM Vertica® Retaining \Vall G REINFORCEl\1ENT CONNECTION DETAIL 48 NOT TO SCALE ~ SLEEVE-IT 1224R LID FRONT SLEEVE HALF SLEEVE-IT 1224R (12"0 X 24") DEEP FILL SLEEVE WITH CONCRETE, SET FENCE POST. ---CUT THE GEOGRID REINFORCED AROUND THE SLEEVE-IT SYSTEM AS NECESSARY , _ _:"BA:C'.':K~Fl'.':_LL~Z':_O".:Nt-----GEOGRID -REINFORCEMENT VERTICAL LEG *FENCING SYSTEMS APPROVED FOR USE WITH THE SLEEVE-IT 1224R ARE LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK -UP TO 8-FT, PRIVACY - UP TO 6-FT (WOODEN, PVC, METAL). POST SIZE 4"X4" MAX. 1 O' MAX. POST SPACING. REAR SLEEVE HALF .,--STRUTS CANTILEVER BASE J DETAIL OF FENCE POST lNSTALLATION USING SLEEVE-ITTM 1224R 48 NOT TO SCALE 16' --18'--j TOP VIEW ISOMETRIC VIEW = 1~1~111 r TION C - ' I IRRIGA tWINEL Tl 8.J75" _J ,.. FRONT VIEW SIDE VIEW AnchorrM Vertica® Retaining \Vall J -\VAY PLANTER BLOCK V JE\VS 48 NOT TO SCALE 48 NTS ANY FENCE OR GUARDRAIL WITHIN 3' OF TOP FACE OF WALL WILL REQUIRE SLEEVE-IT 1224R CAP UNIT PER PROFILE TOSCANA BLEND 2° VERTJCA® BLOCK ------,,-i PER DETAIL C/48 m7':f7.,.:l,,J TOSCANA BLEND PLANTER BLOCK -------1 PER DETAIL J/48 24" WIDE DRAINAGE COLUMN ¾" CRUSHED ROCK PLACE FILTER FABRIC BETWEEN TOP OF PLANTER BLOCK AND VERTICA BLOCK ON LAYERS WITH NO GEOGRID FOR CRUSHED ROCK CONFINEMENT *PER SOUTHERN CALIFORNIA SOIL & TESTING, INC. LETTER DATED JUNE 19, 2012, ADDITIONAL REINFORCING GRIDS ARE REQUIRED BELOW WALL #10. MIRAGRID I0XT REINFORCING GEOGRIDS THAT ARE 40 FEET IN LENGTH EXTENDING FROM THE PLANNED FACE OF WALL SHALL BE PLACED BELOW THE PLANNED BOTTOM ELEVATION OF WALL #10. THESE GEOGRIDS SHOULD BE PLACED AT 16-INCH VERTICAL SPACING AND EXTEND AT LEAST I 5 FEET BELOW B017'0M OF WALL FOR THE ENTIRE LENGTH OF WALL# 10. FINAL EXTENT AND DEPTH OF NEEDED ADDlTJONAL REJNFORCEMENT SHALL BE FIELD DETERMINED BY SOUTHERN CALIFORNIA SOIL & TESTING, INC. REPRESENTATIVES. AnchorTM Vertica® Retaining \Vall H TYPICAL PLAN TABLE VERTlCA WALL SECTION 48 NOT TO SCALE WALLS #10, #11, #12 - ~ CITY OF CARLSBAD SHEETS ,5>( 0 prepared by ~~1~ed one engineering Inc R:11 Active projec\s\LCTS-Commercial\Cons\ruction Drawings\C496-000DSO.dwg, SHEET 50, 10/4/2012 3:54:52 PM 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red 1 engineering .com "AS BUILT" "~EfjµJ CEJIJ:;9 EXP. 9/ 10/W I<. l//d'{ It.~ DAT 1:.,WE o/ i'lY: ( J / ~ ~3/~ ( !°'" !\_ U\ ~ ,. INSPECTOR ' D~TE BENCHMARK: DESCRIPTION: 2 1/2" 0/SC STAMPED 'CLSB-011 LS 62/5' IN CURB WEST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE !IMITEO. SET IN CURB ON WEST SIDE OF PARK/NC LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 173.24 DATUM: NCV/J 1929 s-lR/,.,, --re..-/2'-. r /t\ DATE INITIAL ENGINEER OF WORK ENGINEERING DEPARTMENT ANCHOR RETAINING WALL PLAN FOR: s,v LA COSTA TOWN SQUARE -~ COMMERCIAL APPROVE~~r~ .:zt P~ A-E, -DU I t,--i-u1/J-z~b1:z ~f-JL::'r-r 77)-rA/ 7/flJ/13 GVP . ,ENGINEERINGMANAGER PE 41204 EXPIRES 3/31/13 DA'TE . ' DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: ~.AA} REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 01-09 409-4C 0 U1 :e 0 G) O.,:a. .,, 0 'P -.,:a. n STEP 1 -PLACE REINFORCEMENT SO THAT LrlTLE OR NO OVERLAP OCCURS IN THE RADJUS AREA. lF 0\IERLAI' OCCURS, PLACE 2 TO 3 INCHES OF SAND BETWEEN THE REINFORCEMENT LAYERS. PRJMARY STRENGTH DJRECTJON 1~1--1 2 TO 3 JNCHES OF SOIL FILL REQUJRED BETWEEN OVERLAPPED REINFORCEMENT FOR PROPER t====-ff==1i SOIL AND REINFORCEMENT INTERACTiON T L STEP 2 -LAY THE NEXT COURSE OF BLOCK. MAKE A MARK ON THE BACK OF THE BLOCKS IN THE AREAS THAT ARE NOT REINFORCED. BACKFILL AND COMPACT THAT COURSE. STEP 3 -PLACE REINFORCEMENT JN THE AREAS WHERE THE MARKS SHOW GAllS lN THE LOWER REINFORCEMENT PATTERN. CONTJNUE NORMAL WALL CONSTRUCTJON, REPEA'J'JNG THESE STEPS AS NEEDED. =--- CORES NOT SHOWN FORCLARl'J'Y MINIMUM RADIUS 4 FT. TO FACE AnchorTM Diamond Pro Stone Cu(rM Retaining Wall A OUTSJDE CURVE DETAJLS 49 N.T.S 10" MJN. EXTEND GEOSYNTI-Jb7'lC REINFORCEMENT TO WITHIN 2" OF THE LOWER 13LOCK FACE i-10" MIN AnchorTM Diamond Pro Stone CutTM Retaining Viall E REINFORCEMENT CONNECTION DETAILS 49 N.T.S DIRECTION PLACE ADDITlONAL REINFORCEMENT ON THE NEXT COURSE OF SEGMENTAL UNITS IMMEDIATELY ABOVE THE SPECIFIED PLACEMENT ELEVATION IN A MANNER THAT ELJMINATES GAl'S LEFT BY THE PRE\IJOUS LAYER OF REJNFORCEMENT AT THE SPECIFIED REJNFORCEMENT ELEVATION. MJNJMUM RADIUS 6 FT. TO FACE AnchorTM Diamond Pro Stone Cu(IM Retaining Wall B INSJDE CUR VE DETAJLS 49 N.T.S. 6" MINI.MUM COMPACl'J.!D GRANULAR-l3ASE LEVELING PAD NATlVE SOIL .. 18" DIAMOND PRO STONE CUT"" BLOCK USED FOR BO'ITOM COURSE AnchorTM Diamond Pro Stone CufIM Retaining Wall F TYPICAL STEP-UP DETAIL 49 N.T.S. prepared by ,,~ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red 1 engineering. com INSPECTOR Ri\1 Active projects\LCTS-Commercial\Constructlon Drawings\C496-000DS0.dwg, SHEET 51, 10/8/2012 1 :31 ,38 PM 5.543" --7" -- TOP VlEW FRONT VIEW fliil ~ SIDE VIEW SMALL UNJT -11" TOI' VJEW FRONT VIEW [liil ~ SIDE VIEW MEDIUM UNIT 1-12.092"1 ~ 1--18" ---1 TOl'VJEW FRONT VIEW 12" LARGE UNJT SIDE VIEW AnchorTM Diamond Pro Stone CutTM Retaining \Vall q lNDIVIDUAL BLOCK VIE\VS 41 N.T.S LARGE UNJT MEDJUM UNJT ... ANY FENCE OR GUARDRAIL WITHIN 3' OF TOP FACE OF WALL WILL REQUIRE SLEEVE-IT I224R --:.; J--:.; ' I ?E ~ p,\~,E~ ?~ ,_ 0':~rn:::ff1VJ1Yi[n};:;fI11:HlJ :T::_ C\'. ' ' 11 ' 111111 ' 11 ' ' ' ' ' ' ' ' ,-11 ' ' 3" UNIVERSAL CAP UNIT TOSCANA BLEND -----j DIAMOND PRO STONE cur'" BLOCK PER C/49 AND G/49 24" WIDE DRAINAGE COLUMN ¾" CRUSHED ROCK .... , "f~= =~;~r~ M\f rm~cllic 1~JJ/,JJi~'\1JijfD:TI ni~ ''l,.Tf':l/1··:1111,·1·-,· .. ·,.JLt,·-·1··1 .. :UJ·, .... , .... , .• :ll1···r·1•'>•>•1Tf••·''lTT'':i•·1·r : IJ[: 1.L .,.,I, ...... I,........ ......... ......... ., ... ,' .. ,.,,I, ....... , I,........ .. 111· ·1 I I .. ·· 1=11 1=1 11= ::::::: 11=: I 1==1 : 1=1 I I -· . ' : '~" .. 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L···I I I·'···~! I·';•··••; I •. , ... , .. I •• , ... ,1 I, ...... ,,, , ........ 111·-·-· .. ·111·• .... , i, ... •.•; 1 , ....... ,I!" .... . ... ::::::::, ::::::::, ! ::::::::: I 1:::::.:::::1 ::::::::::: .:::::::::: ::::::: :::::::::: :::::::::::1: ::::::.110.UJJ.,·•T:: '(il.CP( O.t!,J l'iER•1£1JtOF;l)..jE1::J: :::::::::,,I:::::::::: I c::::::: ,:::::::: ::::::::. :::::::::::;: ::::::::::! i !::::::::.! • •· ··I I I ...... , 11··•· 1 i , ......... i i I ........ , ·1 ; ........ •.11 1 111······ .. ·111 · .. ·j 11·••· .. j i , ...... ,I j >'····1 i 1 .. · .. 11 ! ...... ,, , ........ 111·· .. ··• 11'·•· ii!"'·•·• I i"'·· .. •·j I !····'1 ·1 l····111 .. ········111··· .. ···i 11·•·•··!' !'··"·'·• 1 . ·······::::i :;:::;:::;:_,...1...r;:::;:::i.LJ.Ji::i::;J. .. ..J.:;:::i::i ...... J:;:::;::·;: :;:::;~:;: :i::;:::;: ! ___ :_;::::,:::a ... u.:¥::;:::) . ...i.J:i:::;::;::.d .. ! .. :;:::i::~: ....... c:::;:::; :;:::;::;: :::::::::::! ........... ! j j'"·········1 i !····••m•:i l 1:::::::::::' t:;:::;:::;: _______ ,, __ :;:::;:::;:.... :;:::;:::;: ! :::::::.::::! ! !''""""" RAILING TYPE AND POST SPACING PER ARCHITECT CAP UNIT ANCHOR UNIT AnchoJ'IM Diamond Pro Stone CufrM Retaining \Vall D TYPICAL DIAMOND PRO \VALL SECTION 49 NOTTOSCALE WALLSl/13,#14,#15,#18,#19 SET POSITION OF SLEEVE IMMEDIATELY BEHIND TOP MOST VERTICA UNIT. FRONT SLEEVE HALF SLEEVE-IT 1224R (12"0 X 24") DEEP FILL SLEEVE WITH CONCRETE, SET ---~FE~N~C~E~P}O'.;S2"..:T·----CUT THE GEOGRID AROUND THE SLEEVE-IT SYSTEM AS NECESSARY VERTICAL LEG -----------SLEEVE-IT 1224R LID / REAR SLEEVE HALF ~-STRUTS CANTILEVER BASE >,., .. ~ 12" 1/ *FENCING SYSTEMS APPROVED FOR USE WITH THE SLEEVE-IT 1224R ARE LIMITED TO THE FOLLOWING HEIGHTS: CHAIN LINK -UP TO 8-FT, PRIVACY - UP TO 6-FT (WOODEN, PVC, METAL). POST SIZE 4"X4" MAX .. 1 O' MAX. POST SPACING. H DETAIL OF FENCE POST INSTALLATION USING SLEEVE-ITT" 1224R CAP UNJT SMALL UNJT 49 NOTTOSCALE WALLS#l5ANDIII8 AnchorTM Diamond Pro Stone Cut TM Retaining \Vall G ISOl\1ETRIC BLOCK \/JEWS 49 N.T.S. - BENCHMAj: Lill CITY OF CARLSBAD SHEETS I ' ,51-' 1 ENGINEERING DEPARTMENT ATE DESCRIPTION: 2 1)• 0/SC STAMPED "CLSB-011 LS 6215" IN ,CURB M'ST S/0£ OF COMMUNITY LOT LOCATION, Cf}MMUN/TY PARK/NC LOT NORTH OF CAMINO 0£ ;os COCHES ANO £AST OF CALL£ 1/M/1£0. SET IN !CURB ON M'ST S/0£ OF PARK/NC LOT, 104 FT FROM SOUTHM'STERLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 173.24 DATUM: NCVO 1929 !)/8(13 "Tt! DATI: INITIAL ENGINEER OF WORK , A ~ -r.> "I. I l-' 1/,c\ CHANGF c..u1;:::,.=1 f77TnL /1 \ DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL ANCHOR RETAINING WALL PLAN FOR: 54/ LA COSTA TOWN SQUARE l~ COMMERCIAL APPROV~E~K. '(J_N m '4l'J.hZ . 2 i:t,,_ ' ?/Z~h'3 r~vP ENGINEER~AGER PE 41204 EXPIRES 3/31/13 DA ., OWN BY: , PROJECT NO, DRAWING NO. DATI: INITIAL CHKD BY: AJ-) C. T. 01-09 409~4C CITY APPROVAL RVWD BY: I i SCHEDULE OF REQUIRED SPECIAL INSPECTIONS (2006 IBC) NOT£!/ ELECTRONIC DATA Rl£S ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 'rffl"CAl SURVEY CONTROl VERIFICATION AND INSPECTION TASK TYPE OF TASK 1704.4 CONCRETE CONSTRUCTION • INSPECTION OF FORMWORK (IF APPLIES) FOR SHAPE, FIELD INSPECTION LOCATION AND DIMENSION OF THE CONCRETE MEMBER BEING FORMED. • INSPECTION OF REINFORCING STEEL AND PLACEMENT. FIELD INSPECTION • VERIFY USE OF APPROVED MIX DESIGN SUBMITTAL REVIEW • SAMPLE FRESH CONCRETE. PERFORM SLUMP, AIR FIELD INSPECTION CONTENT, AND TEMPERATURE TESTS. FABRICATE SPECIMENS FOR STRENGTH TESTS. • INSPECT CONCRETE PLACEMENT FOR PROPER FIELD INSPECTION APPLICATION TECHNIQUES. • INSPECT FOR MAINTENANCE OF SPECIFIED CURING FIELD INSPECTION TEMPERATURE AND TECHNIQUES. 1704.5 MASONRY CONSTRUCTION • PRIOR TO CONSTRUCTION-PROVIDE VERIFICATION OF THE COMPRESSIVE STRENGTH ( F'M) IN ACCORDANCE WITH ARTICLE 1 .4B OF ACI 530/ASCE 5 AND REVIEW CERTIFICATES FOR MATERIALS USED INDICATING COMPLIANCE WITH CONTRACT DOCUMENTS. (FOR SEISMIC RESISTANCE QA LEVEL 1 PER TABLE 1708.1.2.) • AS MASONRY CONSTRUCTION BEGINS, VERIFY PROPORTIONS OF SITE PREPARED MORTAR, CONSTRUCTION OF MORTAR JOINTS AND LOCATION OF REINFORCEMENT, CONNECTORS, JAMB BARS, AND ANCHORAGES. • VERIFY SIZE AND LOCATION OF STRUCTURAL ELEMENTS • VERIFY REINFORCEMENT SIZE, GRADE AND TYPE. • INSPECT PROTECTION OF MASONRY DURING COLD WEATHER (TEMP BELOW 40 DEGREES F) OR HOT WEATHER (TEMP ABV 90 DEGREES F). SUBMITTAL REVIEW/LABORATORY TESTS FIELD INSPECTION FIELD INSPECTION FIELD INSPECTION/REVIEW CERTIFIED MILL TEST REPORTS FOR EACH SHIPMENT FIELD INSPECTION • PRIOR TO GROUTING, VERIFY THE GROUT SPACE IS FIELD INSPECTION CLEAN, VERIFY THE PLACEMENT OF THE REINFORCEMENT, CONNECTORS AND ANCHORAGES, AND THE CONSTRUCTION OF MORTAR JOINTS. • GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE FIELD INSPECTION COMPLIANCE WITH CODE AND CONSTRUCTION DOCUMENT PROVISIONS. • OBSERVE SAMPLING AND PREPARATION OF GROUT FIELD INSPECTION SPECIMENS, MORTAR SPECIMENS AND PRISMS. PRISMS SHALL BE TAKEN FOR F'm GREATER THAN 1500 PSI . • VERIFY COMPLIANCE WITH REQUIRED INSPECTION FIELD INSPECTION/ PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND SUBMITTAL REVIEW THE APPROVED SUBMITTALS. 1704.7 SOILS • VERIFY MATERIALS BELOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. • VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. • PERFORM CLASSIFICATION AND TESTING OF CONTROLLED FILL MATERIALS. • PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THE SITE HAS BEEN PROPERLY PREPARED AND COMPLIES WITH THE APPROVED SOILS REPORT. • VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF CONTROLLED FILL 2710 Loker Avenue West Suite 100 Corlsbod, Colifornio 92010 760-931-7700 Fox: 760-931-8680 ODoyConsullanls.com G,•il Engineering Planning Processing Surveying FIELD INSPECTION FIELD INSPECTION FIELD INSPECTION FIELD INSPECTION FIELD INSPECTION I: \001017\_Cornmei cial\Grading\1090?G52-MasornyWalllfo\es.dwg Jun 27, 2013 1; 18prn Xrck 1090PG FREQUENCY PERIODIC PERIODIC NIA CONTINUOUS CONTINUOUS PERIODIC NIA PERIODIC PERIODIC PERIODIC PERIODIC CONTINUOUS CONTINUOUS CONTINUOUS PERIODIC PERIODIC PERIODIC PERIODIC PERIODIC CONTINUOUS ,_ REINFORCING STEEL -1. BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60 DEFORMED BARS. 2. MINIMUM LAP SPLICES OF REINFORCING BARS SHALL BE AS SPECIFIED IN THE DRAWINGS. 3. VERTICAL BARS IN MASONRY WALLS SHALL BE ACCURATELY POSITIONED AND SHALL BE TIED IN POSITION TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS. 4. REINFORCING DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", LATEST EDITION. 5. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING MINIMUM CONCRETE COVER FOR CAST IN PLACE CONCRETE: A. CONCRETE DEPOSITED AGAINST EARTH: .................................. 3" B. CONCRETE SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS: ...................................... ....... ........ 2" #5 BAR AND SMALLER: .............. ............................................ 1-112" 6. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, HOLDOWN ANCHORS AND INSERTS SHALL BE WELL SECURED IN POSITION WITH WIRE POSITIONERS PRIOR TO FOUNDATION INSPECTION AND BEFORE PLACING CONCRETE OR GROUT. 7. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE, SIZE, AND SPACING AS VERTICAL WALL REINFORCING UNLESS OTHERWISE NOTED ON PLANS. 8. FURNISH #3 SPACER TIES AT APPROXIMATELY 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING IN PLACE. 9. CONTRACTOR SHALL SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. CONCRETE MASONRY (CBC CHAPTER 21) 1. MATERIALS: COMPRESSIVE STRENGTH OF MASONRY MUST BE VERIFIED BY THE UNIT STRENGTH METHOD AS SPECIFIED IN CBC SECTION 2105.2. F'm=1500 PSI A CONCRETE BLOCK: 1900 PSI GRADEN, MEDIUM WEIGHT OPEN END UNITS CONFORMING TO ASTM C 90 WITH MAX LINEAR SHRINKAGE OF 0.06% B. GROUT (F'g AT 28 DAYS): 2000 PSI COURSE GROUT AS DEFINED IN IBC TABLE 2103.12 SHALL BE USED WITH 318" MAXIMUM AGGREGATE. C. MORTAR (AT 28 DAYS): 1800 PSI MORTAR SHALL BE TYPE "S," CONFORMING TO CBC TABLE 2103.8(1). 2. HIGH LIFT GROUTED CONSTRUCTION SHALL CONFORM TO ACI 530/ASCE 5 SECTION 1.16 AND TABLE 1.16.1. SPECIAL INSPECTION SHALL BE PROVIDED FOR HIGH LIFT CONSTRUCTION. 3. BLOCK LAYUP: RUNNING BOND, CONCAVE COMPRESSED JOINTS AND INVERTED BOND BEAM UNITS FOR STARTING COURSES. 4. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 5. GROUTING: A ALL CELLS SHALL BE SOLID GROUTED. B. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR AT THE TIME OF PLACEMENT AND THEN RECONSOLIDATED BEFORE PLASTICITY IS LOST. C. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZ. CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT. D. POURS OVER 5 FEET: PROVIDE CLEANOUTS IN BOTTOM COURSE AT VERTICAL REINFORCEMENT (32 INCHES MAX). SPECIAL INSPECTION IS REQUIRED. E. GROUT SHALL BE PLACED IN A CONTINUOUS POUR IN GROUT LIFTS NOT EXCEEDING 6 FEET. 6. ANCHOR BOLTS MUST BE SET WITH TEMPLATES AND HELD IN PLACE PRIOR TO GROUTING. PROVIDE AT LEAST ONE INCH OF GROUT BETWEEN ANCHOR BOLT AND MASONRY. 7. FOUNDATIONS TO RECEIVE MASONRY WALLS THE MASONRY CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL DOWELS PRIOR TO CONCRETE PLACEMENT. 8. SPLICES (LAPS): AS SPECIFIED IN DRAWINGS. SPECIAL INSPECTIONS & TESTING (CBC CHAPTER 17) 1. SPECIAL INSPECTIONS AND TESTING SHALL MEET THE REQUIREMENTS OF CBC SECTION 1704, 1707 AND 1708. 2. SPECIAL INSPECTORS SHALL: A. BE EMPLOYED BY THE OWNER AND ACT AS THE OWNER'S AGENT PER CBC SECTION 1704.1. B. BE CERTIFIED BY THE BUILDING DEPARTMENT TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. C. PREPARE REPORTS THAT SHALL BE SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. D. OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH APPROVED DRAWINGS AND SPECIFICATIONS. E. FURNISH INSPECTION REPORTS TO THE ENGINEER AND BUILDING DEPARTMENT. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE ENGINEER AND BUILDING DEPARTMENT PER CBC SECTION 1704.1.2. F. SUBMIT TO THE ENGINEER AND BUILDING DEPARTMENT (FIELD INSPECTION DIVISION) A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION, SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER, STATING THAT THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC. 3. SUMMARY OF CONTINUOUS AND PERIODIC INSPECTIONS: A CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CBC SECTION 109. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A BUILDING OFFICIAL. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL IS SUBJECT TO REMOVAL OR EXPOSURE. B. CONTINUOUS INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY BEFORE PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. 5. OFF-SITE FABRICATION: A. FABRICATOR SHALL SUBMIT APPLICATION TO THE BUILDING OFFICIAL (FIELD INSPECTION DIVISION) FOR APPROVAL PRIOR TO FABRICATION. B. FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION TO THE BUILDING OFFICIAL (FIELD INSPECTION DIVISION) PRIOR TO ERECTION OF PREFABRICATED COMPONENTS. "AS BUILT" BENCHMARK GENERAL NOTES 1. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER THESE STANDARD STRUCTURAL NOTES. TYPICAL DETAILS SHALL BE USED WHENEVER APPLICABLE. REFER TO SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE NOTES OR DRAWINGS. THESE NOTES TAKE PRECEDENCE OVER ANY OTHER BOOK SPECIFICATIONS. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS BEFORE STARTING WORK, AND THE ENGINEER/ ARCHITECT SHALL BE IMMEDIATELY NOTIFIED, IN WRITING, OF ANY DISCREPANCIES. IN NO CASE SHALL DIMENSIONS BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THE STRUCTURAL DRAWINGS. 3. ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF, AND RESOLVED WITH, THE ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 4. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 5. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN THE AREA TO BE EXCAVATED, BEFORE BEGINNING EXCAVATION. 6. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN SLABS, BEAMS, OR WALLS, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC. THE CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 7. ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 CALIFORNIA BUILDING CODE (CBC). 8. THE CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE ENGINEER FREE AND HARMLESS FROM ALL CLAIMS, DEMANDS AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. 9. SITE VISITS PERFORMED BY THE ARCHITECT/ENGINEER DO NOT INCLUDE INSPECTIONS OF MEANS AND METHODS OF CONSTRUCTION PERFORMED BY THE CONTRACTOR ALSO, SITE VISITS DO NOT GUARANTEE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION. 10. RETAIN A CALIFORNIA REGISTERED CIVIL ENGINEER TO DESIGN ALL TEMPORARY BRACING. SHORING, AND SUPPORT REQUIRED DURING CONSTRUCTION. 11. INCLUDE ENGINEERING FEES, ENGINEERING DESIGN TIME AND BUILDING DEPARTMEcNT APPROVAL TIME IN THE COST OF PROPOSED MATERIAL ALTERNATES. CONTACT ENGINEER FOR FEE AMOUNT. SUBMIT MATERIAL AL TERNA TE FOR REVIEW BEFORE CONSTRUCTION. 12. STRUCTURAL CAD DRAWINGS SHALL NOT BE USED FOR SHOP DRAWINGS UNLESS AN AGREEMENT BETWEEN THE STRUCTURAL ENGINEER AND CONTRACTOR HAS BEEl1 ESTABLISHED ACCORDING TO CASE DOCUMENT 11-1996. CONTACT ENGINEER FOR FEE AMOUNT. 13. SHOP DRAWINGS: THE CONTRACTOR SHALL REVIEW SHOP DRAWINGS FOR COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS. CONTRACTOR SHALL STAMP SHOP DRAWINGS PRIOR TO SUBMISSION TO ARCHITECT/ENGINEER. THE ARCHITECTS/ENGINEERS REVIEW OF THE SHOP DRAWINGS SHALL NOT BE CONSTRUED AS AN AUTHORIZATION TO DEVIATE FROM THE CONTRACT DOCUMENTS. ALSO, SHOP DRAWINGS WILL NOT BE PROCESSED DUE TO INCOMPLETENESS, LACK OF COORDINATION WITH RELEVANT PORTIONS OF CONTRACT DOCUMENTS, LACK OF CALCULATIONS WHEN REQUIRED, OR WHERE DEVIATIONS, MODIFICATIONS OR SUBSTITUTIONS ARE INDICATED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER DESIGN CRITERIA 1. LATERAL SEISMIC: PER ASCE 7-05 (IBC 2009) OCCUPANCY CATEGORY .......................... II SEISMIC IMPORTANCE FACTOR (I e) ............ 1.0 MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss= 1.102G SF 0.420G SITE CLASS: ........................................ D SPECTRAL RESPONSE COEFFICIENTS: Sds= 0.781 G Sci1= 0.442G SEISMIC DESIGN CATEGORY: ................... D ~ --STEV7,j' D. RO~Y DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215" IN CURB /fEST SIDE OF COMMUNIIY LOT PE /J34\ :fEXP 11/31/13 DATE -INSPECTOR LOCATION: COMMUN/Tr PARK/NC LOI NORlH OF CAMINO DE LOS COCHES ANO EASI OF CALLE TIM/TEO. SET IN CURB ON WEST SIDE OF PARK/NC LOT, 104 FT FROM SOUIHWESJERLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT NO. 11) ELEVATION: 17124 DATUM: NCVO 1929 5/8/IJ SH !?\ ADD NEW SHEET 52 DATE INJTIAL ENGJNEER OF WORK REVISION DESCRIPTION FOUNDATION 1. THE SOILS REPORT RECOMMENDATIONS SHALL BE COMPLIED WITH BY THE CONTRACTOR. 2. SOILS INFORMATION: SEE SOILS REPORT BY: SOUTHERN CALIFORNIA SOILS AND TESTING, INC. DATED: JANUARY 4, 2012 (SCS&T N0.1111199-REPORT N0.1) FOUNDATION MATERIAL: SOIL DESIGN PARAMETERS: ALLOWABLE BEARING PRESSURE ................... 2500 PSF (113 INC. ALLOWED FOR WIND & SEISMIC FORCES) CANTILEVER ACTIVE (LEVEL) ....................... 40 PCF LATERAL BEARING (PASSIVE) PRESSURE ...... 300 PCF (UP TO 1,500 PSF MAX. & 1I3 INC. ALLOWED FOR WIND & SEISMIC FORCES) ADD'L SEISMIC EARTH PRESSURE .................. 16H (113 INC. ALLOWED) COEFFICIENT OF FRICTION.. .... . 0.30 (REDUCE FRICTION RESISTANCE BY 113 WHEN COMBINED W/ PASSIVE RESISTANCE) MINIMUM CONTINUOUS FOOTING WIDTH .......... 12 INCHES MINIMUM SPREAD FOOTING WIDTH.... .. ....... 24 INCHES BOTTOM OF FOOTINGS SHALL BE AT LEAST 24 INCHES BELOW LOWEST ADJACENT GRADE. 3. ALL FOUNDATION WORK SHALL BE FOUNDED ON FIRM UNDISTURBED NATURAL SOILS OR APPROVED COMPACTED SOILS. 4. ALL SITE SOIL WORK SHALL BE DONE UNDER THE DIRECT OBSERVATION OF THE SOILS ENGINEER. 5. SOILS ENGINEER SHALL VERIFY IN WRITING TO THE ENGINEER THAT SITE SOIL WORK COMPLIES WITH ALL OF THE RECOMMENDATIONS AND CONCLUSIONS OF THE SOILS REPORT. 6. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT & TRUE TO LINE. 7. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE OF LOOSE MATERIAL AND STANDING WATER AND SHALL BE CHECKED AND APPROVED BY THE SOILS ENGINEER BEFORE THE PLACEMENT OF ANY CONCRETE. 8. THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TO THE ENGINEER BEFORE REQUESTING FOUNDATION INSPECTION. ALL LOOSE SOIL AND FILL DIRT, INCLUDING BACKFILL BEHIND RETAINING WALLS, SHALL BE COMPACTED TO AT LEAST 90% OF MAXIMUM DENSITY, OR GREATER AS REQUIRED BY THE SOILS REPORT. 9. BACKFILL FOR ALL RETAINING WALLS SHALL BE NON-EXPANSIVE PERVIOUS MATERIAL APPROVED BY THE SOILS ENGINEER AND SHALL NOT BE PLACED UNTIL MASONRY OR CONCRETE RETAINING MEMBERS HAVE BEEN IN PLACE A MINIMUM OF 14 DAYS AND HAVE OBTAINED 75% OF THE DESIGN STRENGTH. 10. PROVIDE TEMPORARY SHORING FOR ALL WALLS RETAINING EARTH, PRIOR TO BACKFILLING. 11. TEMPORARY SHORING FOR ALL RETAINING WALLS REQUIRING PERMANENT STRUCTURAL SUPPORT AT THE TOP OF THE WALL SHALL REMAIN IN PLACE UNTIL SUCH SUPPORTS ARE INSTALLED, AND IN THE CASE OF CONCRETE SUPPORTS, THE SHORING SHALL REMAIN IN PLACE A MINIMUM OF 7 DAYS AFTER CONCRETE PLACEMENT. 12. FOOTINGS ADJACENT TO SLOPES SHALL EXTEND TO A DEPTH SUCH THAT A MIN. DIST. OF 7 FEET EXISTS BETWEEN THE BOTTOM OF THE FOOTING AND THE FACE OF THE SLOPE. FOR CONVENTIONAL RETAINING WALLS, A MIN. OF 10 FEET SHALL BE MAINTAINED. REINFORCED CONCRETE (CBC CHAPTER 19) 1. CEMENT SHALL CONFORM TO ASTM C150, TYPE IL 2. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. 3. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94. 4. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THESE NOTES. 5. CONCRETE SHALL BE STANDARD WEIGHT CONCRETE (145 PCF) AND HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: ELEMENT STRENGTH AGG W/C RATIO (MAX) FOOTINGS ................................................. 3000 PSI 3/4" .50 6. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR CONCRETE DESIGN STRENGTHS EXCEEDING 2500 PSI. 7. CONCRETE SHALL BE PROPORTIONED SUCH THAT THE 7 DAY STRENGTHS ARE A MINIMUM OF SEVENTY PERCENT OF THE SPECIFIED 28 DAY STRENGTH FOR ANY CONCRETE CONSTRUCTION REQUIRING SHORING, BRACING OR TO RECEIVE CONSTRUCTION LOADS. ALSO, SLABS ON GRADE SHALL HAVE A COMPRESSION STRENGTH OF 1800 PSI MINIMUM AT 3 DAYS IF SUBJECT TO CONSTRUCTION TRAFFIC. 8. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES SHALL COMPLY WITH ASTMC494 & C1017 AND BE OF A TYPE THAT INCREASES THE WORKABILITY OF THE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT (CALCIUM CHLORIDE SHALL NOT BE USED). 9. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, HOLD-DOWN ANCHORS AND INSERTS SHALL BE WELL SECURED IN POSITION WITH WIRE POSITIONERS PRIOR TO FOUNDATION INSPECTION AND BEFORE PLACING CONCRETE. 10. CONSTRUCTION JOINTS IN ALL FOUNDATIONS, WALLS, SUPPORTED SLABS AND CONCRETE FRAMING BEAMS SHALL NOT BE SPACED FURTHER APART THAN 60 FEET IN LENGTH. 11. LOCATION OF ALL CONSTRUCTION, CONTROL AND WEAKENED PLANE JOINTS NOT SPECIFICALLY INDICATED ON THE DRAWINGS SHALL BE APPROVED BY THE ENGINEER PRIOR TO REINFORCEMENT PLACEMENT. 12. ALL CONSTRUCTION JOINTS IN WALLS OR OTHER ELEMENTS NOT HAVING PREFORMED KEYS, SHALL BE WIRE BRUSHED, AND ROUGHENED TO A MINIMUM AMPLITUDE OF 114 INCH, CLEANED AND MOISTENED IMMEDIATELY PRIOR TO PLACEMENT OF NEW CONCRETE. 13. FOUNDATIONS TO RECEIVE CONCRETE OR MASONRY WALLS: ROUGHEN TOPS OF FOOTINGS TO A MINIMUM AMPLITUDE OF 1/4 INCH AND ABRASIVELY CLEAN. 14. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. 12\ ✓~12\ SHEET 'CITY OF CARLSBAD SHEETS ) DATE INITIAL DATE INITIAL OTHER APPROVAL CllY APPROVAL 52 Y ENGINEERING DEPARTMENT 54 MASONRY RETAIN/NC WALL NOTES: LA COSTA TOWN SQUARE COMMERCIAL CITY ENGINEER PE 41204 EXPIRES 3/31/15 DATE OWN BY: CHKD BY:-(Jl_~-- RVWD BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4C BARS OTHER THAN STIRRUPS, TIES, HOOPS & CROSS-TIES BAR JIDII 180' 13&' 50' SIZE IILII IILJI IILJI •3 2 114 2 1/2 -4 1/2 '4 3 2 112 -b '& 3 314 2 1/2 -1 1/2 'b 4 1/2 3 -5 '1 :, 1/4 3 1/2 -10 112 '8 b 4 -12 ~ 51/2 4 1/2 -13 1/2 •10 10 314 :, 1/4 -I& 1/4 •11 12 :, 314 -11 •14 18 1/4 1 -21 •18 24 5 -21 STIRRUPS, TIES, HOOPS & CROSS-TIES •3 I 1/2 -4 4 '4 2 -4 4 '& 2 lli1) -4 4 '0 4 112 -4 1/2 5 '1 & 114 -:, 114 10 1/2 '8 b -b 12 !I! USE 3 314" IN CONC. BLK. CONSTRUCTION NOTE: ALL DIMENSIONS GIVEN ARE IN INCHES. CORNER 3, DIA U.O.N. 2'-0" MIN. TYP. I'--->-PROVIDE CORNER LAP BARS !TYP.! INTERSECTION END 3 Zl DIA U.O.N. 2'-0" MIN. TYP. PROVIDE CORNER BAR FOR EA EDGE LONG. BAR STD. HOOKS MULTIPLE CURTAIN 3'DIAU.O.t 2'-0" MIN. TYP. 3' DIA U.O.N. 2'-0" MIN. TYP. STD. HOOKS 4--=-:..:-:..:-=-t:;F=::....i,)...,._ ) __ __, I --~( (~---~ 1'--1-PROVIDE CORNER LAP BARS-MATCH SIZE OF REINF. I 11>,.t---AL TERNA TE I DIRECTION OF I CORNER BARS SINGLE CURTAIN TYP. CONCRETE FTG. INTERSECTIONS C~~;?TS NOTE!! El£CTR()V/C DA TA RLES ARE FOR REFERENCE ONLY AND ARE NOT 4~:© w !MIN! 180" HOOK I D ~~ (;; 135' HOOK 90' HOOK LEGEND FOR REINF. BENDS (NOT SHOWN TO SCALE) I INDICATES 50' BEND IN PLANE OF DRAHING INDICATES 50' BEND PERPENDICULAR TO PLANE OF DRAHING _) INDICATES 13&' BEND IN PLANE OF DRAHING INDICATES 180' BEND IN PLANE OF DRAHING INDICATES 13&' OR 180' BEND PERPENDICULAR TO PLANE OF DRAHING --------------INDICATES OFFSET IN PLANE OF DRAHING REINFORCING BAR BENDS & HOOKS CORNER LAP PER SCH. INTERSECTION LAP PER SCH. END 2-'& U.O.N.--{ I 1.11/ J ai -, '> I I, I ~ PROVIDE OUTSIDE ~ALL CORNERS 4 STD. CORNER BARS ~ INTERSECTIONS HOOKS PROVIDE STD. 50' SHALL HAVE 2-'& HOOK AT INSIDE BARS VERTICAL U.O.N. [ ~ ..... INTO CORNER CELL vJ LAP PER SCH. DOUBLE CURTAIN LAP PER SCH. 2-'& U.ON--{ ~ I V I" / 17-1~ I r ,1 • I J' I,_.., V .j i'cYII). - ~ r -PROVIDE CORNER I Yil-/?I LAP BARS • ~ A LL CORNERS 4 1 INTERSECTIONS ff 1 SHALL HAVE 2-'& / / ALTERNATE---/ VERTICAL U.O.N. CORNER BARS u:::: b SINGLE CURTAIN I STD. HOOKS TYP. MASONRY BLK. INTERSECTIONS 7/ . '-/ SAND PER CIVIL----- ~ -I' z i ' r: Ill z r: 0 ' - N ()I' _j ~ \J I- "' EQ. EQ. x "" <;( r: 8" CMU !SOLID GROUT! HI ~ (V) 4 !H)., lb" O.C. 12" CMU (SOLID GROUT) HI ~ !V)., lb" 4 '4 !H)., 24" "" ' "-t- ,- ell ' N "' ' - ~ qi •. ---.'. ! 7'-4" MAX. HT. WALL @ BIOSWALE SCALE, 314", l'-0" ~iarESS I04c ~~ ~2: ~( "AS BUILT" BENCHMARK ST~HY DESCRIPTION: 2 1/2" DISC S/AMPED "CLSB-011 LS 62/5" 0' ,"-o+ ~ J...-. c..:i ,.,L G> !f/01,~ IN CURB WEST SIDE OF COMMUN/Tr LOT "' -DATE -4M1 oz LOCATION: COMMUNITY PARK/NC LDT NOR/Ii OF CAMINO DE '-" m PE 4341 EXP. 12/31/13 LOS COCHES AND EAST OF CALLE 1/MITFO. SET IN EQ. EQ. SAND PER CIVIL----- GRAVEL PER CIVIL---- ~ -I' z i ' r: Ill z r: 0 ' -N ()I' _J Q_ \J >-I- "' -+--'b CONT. • g' --4" MAX. HT. WALL @ BIOSWALE SCALE, 314",l'-0" SHEET 53 CITY OF CARLSBAD ENGINEERING DEPARTMENT MASONRY RETAINING WALL DETAILS: LA COSTA TOWN SOUAR£ COMMERCIAL ~ x <;( r: ~ -I' ' C() (fl ' - N SHEETS 54 2710 Loker Avenue West Civil Engineering ~ EXP. 12-31-1i 1$' !;; /7 I CURB ON 1/f'ST SIDE OF PARK/NC LOT, 104 FT 5/8/13 SH f2\ ADD N£W SH££T 53 TO 8£ USED FOR HORIZONTAL OR *,f' "'* Dy\LJ(j\l~ ilril tr- CITY ENGINEER PE 41204 EXPIRES 3/31/15 . Suite 100 VER"CAL SURVEY CONTROL Carlsbad, California 92010 I: \001017\_Comme1dol\Groding\7090PG53-MosonryWo11Deloils.dwg Jun 27, 2013 1: l 8pm Xr~fs: 1090PG 760-931-7700 Fax: 760-931-8680 ODoyConsultants.com Planning Processing Surveying ,p'd ;-,? U G 1 \Ji\-~ .:::,-) RECORD FROM: l't ~'J~ OF ci,~\ . I DAl"E INSPECTOR ELEVATION: FROM SOU/Hl/f'ST£RL Y CORN£R OF RFSTROOMS R.O.S. NO. 11211 (PT. NO. 11) DATE INITIAL ENGINEER OF WORK llJ.24 DATUM: NCV[) 1929 DATE IN!TIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY:~- CHKD BY: ~v,-'l.,_ RVWD BY: PROJECT NO. DRAWING NO. C.T. 01-09 409-4C \ 30 BAR 30 BAR REINF. SAME SIZE 4 ----.._ &PACING A& FOOTING REINF. DIA. <T,P.! DIA. <T'T'P.! 2x RISE 6" MIN. TOP BAR&----.J._ !HHERE OCCUR&! NOTE!! 30 BAR ,)-<FOOTING &TEF A& REQ'D · DIA. <TYP.! ) I) TYPICAL FOOTING STEP REBAR LAP SCHEDULE (CONCRETE) BAR f'c,3000 PSI f'c,4000 PSI TOP BAR& OTHER TOP ElAR& OTHER SIZE !IN.! BAR& (IN.! (IN.! BAR& (IN.! •3 2B 22 24 I ':I •4 37 2':I 32 2!:, '!; 47 38 40 31 '6 !:,6 43 48 37 'l 81 63 70 !:,4 '8 ':13 72 80 62 ":I 10!:, Bl ':I I 70 •10 118 ':I I 102 1':I •11 131 IOI 113 87 NOTE&: I. LAP SPLICE LENGTH& FOR GRADE 60 REINFORCING BAR. 2. LAP SPLICE LENGTH& FOR NORMAL HEIGHT CONCRETE 3. LAP SPLICE LENGTH& FOR CLAS& B LAP& , 1.3 lei. 4. TOP BAR& ARE HORIZONTAL BAR& HITH MORE THAN 12 INCHES OF CONCRETE CAST BELOH THE BAR&. !:>. LAP SPLICE LENGTHS ARE BASED ON THE TYPE OF STRUCTURAL ELEMENT AS FOLLOH&, BEAM& OR COLUMN&, COVER AT LEAST I.Oclb AND CENTER TO CENTER &PACING AT LEAST 2.0clb. ALL OTHER&, COVER AT LEAST l.0clb AND CENTER TO CENTER &PACING AT LEAST 3.0clb. El£Cll?ONIC DATA RLES ARE FOR C~~lS REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 271 0 Loker Avenue West Suite 100 VERTlCAl SURVEY CONTROL Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODayConsultonts.com I: \001017\_Commerci□I\Groding\1090PG54-MosonryW□IIDeloils.dwg Jun 27, 2013 1: 17pm Xrels: 1090PG Civil Engineering Planning Processing Surveying r--EQ. BARS 3/B" JOINT STACK BOND JOINT-_, I • ) I 1 ALL REINF. TO BE_____./ \ CONT. THRU JOINT ~--CAULKING 4 BACKING BOTH &IDES OF HALL WEAKFNED PLANE JOINT (W.P.J.) 'l/B" JOINT &TACK BOND JOINT-~I &TD. HOOK&, T'T'P.-\ /--REINF. NOT CONT. / THRU JOINT ) .· _,...._. __ ~· ...... .........._ ( . . ) CAULKING _1/ ~---RUBBER CONTROL JOINT MATERIAL EXPANSION JOINT (E.J.) @ TYP. CONCRETE BLK. JOINTS FACE SHELL -- EQ -- CENTER B" CMU 2" CLR. @ B" CMU ,., IIJII -• -,.,. •-11 -~•1 .. " . .-J ' 2 1/2" CLR. @ 12" CMU BARS @ FACE 10" CMU 12" CMU BAR SIZE CENTER FACE CENTER FACE CENTER FACE •4 11-911 21-211 \I_ 911 I' -II" 11_911 11_911 O!:, 21-211 31_411 2'-211 2 ' -II" 2'-211 21-811 •6 31_ T1 41-7)1 31_411 41_ 711 31_411 41_ 711 'l ?' -011 5,1_411 3'-10" ?1_411 3'-10" ?1_411 •e 01-111 61-1 11 !:i'-11" 01-111 5,1_111 6 I -111 ":I 6 1-10 11 6'-10" 6 1-10 11 6 1-10 11 61-111 6 1-10 11 CMU REBAR LAP SCHEDULE (f'm=15OO psi) ~ ~'l-.()t ESS IO,r-1 "AS BUILT" ,,.,"" " "~ ot ( <('~D./ ~ ""' ,/ 0-5-~ :;; "' ""?.! ,,._ s -41 _,-_ STNEN D~ R0;Y C!:> m PE 4341EXP. 12/31/13 ~ EXP. 12-31-1~ lfi' f; /I I * J' '-, * 2f;fi!W0 ) J'..-' IR U C 1 \\ i '<-~ ..,_. ~ -1 It ""' - OF C~I. 11: INSPECTOR ,JeJ, r;- DATE 'ti I 1:,/ If' I ' DATE 'sf- ' ,- ~ ' 'sf- (I,'. _j Q_ u )- t- O'\ / 6" -~ ~•6@24" ti----=-:.:::::.::.::=-:.:!:===========~-=;;;;;.;;~=.;~~ . _.,_ .. LAP, 4'-0" 6" 7'-4" MAX. HT. COMBINATION WALL SCALE, 3/4",J'-0" 'sf- ' ,- O'\ ' - 0 & ID z r: a ' -~ J ✓2\ SHEET 54 CITY OF CARLSBAD ENGINEERING DEPARTMENT MASONRY RETAIN/NC WALL DETAILS· ., . /2\ SHEETS 54 ~ BENCHMARK LA COSTA TOWN SOUAR£ COMMERCIAL DESCRIPTION: 2 1/2" 0/SC STAMPED 'CLSB-011 LS 62/5" IN CURB !WcS T SIDE OF COMMUN! TY LOT LOCATION: COMMUN! TY PARKING LOT NOR TH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON !WcST SIDE OF PARK/NC LOT, 104 FT 5/8/IJ SH FROM SOUT/1/WcSTERLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 11211 (Pr NO. 11) DATE INITIAL ENGINEER OF WORK ELEVATION: /7J24 DATUM: NCVO 1929 /2\ ADO NEW SHEET 5-1 7/1.f)/J~ 6vf' DATE INITJAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL OWN BY: __ CHKD BY: ~(_.J(~~ RVWD BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4C i " :Ji • c:, ·' <o MORTAR CAP COLOR: RCP /1367 $ T.O.W. PER CRAO!NC PLAN CROSBY 5/8x6" CAST IN PLACE NUT EYE BOLT @ 10'-0" 0. C EL VARIES 2 MIN. 1r----::::=;11- ------=I I 1- EL VARIES 0 8" CMU WALL v"--b<I'--+-W//6 (v,)@ 24" /4 (H) @ 24" (SO/LO CROUT) (SP INSP. REQO.) FINISH CRAOE PER CIVIL OMS TO MATCH (v,) RE/NF. 4-/5 CONT. 7' TO OA YL!CH T MIN. ALT. 0/R SPLIT FACE CMU WALL W/ EXPANSION JOINTS AT 20'-0" MAX. CAULK ALL JOINTS WALL COLOR: BLENO OF RCP OTA Y RANCH BROWN (20%), MISSION (40%), PUEBLO (40%) CAULK COLOR: MATCH MORTAR COLOR PROV/OE SKA llBOARO DETERRENT ANGLES AT TOP OF WALL TO MATCH 'sKATE STOPPERS' MOOEL 'WNE' AT 24' O.C. SPACE El)UALL Y FROM ENOS HEADLIGHT WALL DETAIL A {T'IP) MORTAR CAP COL OR· RCP //36 7 CROS6Y &/Sx&" REGULAR NUT EYE 60LT • LOCATIONS FER ARCH, FINISH GRADE FER CIVIL 2 MIN. 11/ NOT TO SCALE 0 • T.O.N. FE GRADING FL 8" CMU WALL W/ /6 (v,) @ 24" /4 (H)@ 24" (SO/LO CROUT) (SP INSP. REQO.) EL VARIE DNLS. TO MATC (V! REINF. , ;:? ~ • I ::i NATERFROOFI '> FER SPECS DRAINAGE FE SOILS REPORT •4 & lb• 2-".;, CONT. 4-'o CONT. ·-------- -- 7'-o" MIN. TO OA YLICHT TYP. @ SLOPE SPLIT FACE CMU WALL W/ EXPANSION JOINTS AT 20'-o" MAX. CAULK ALL JOINTS NOTE!! WALL COLOR: BLENO OF RCP OTAY RANCH BROWN (20%}, MISSION ( 40%}, PUEBLO ( 40%) CAULK COLOR MATCH MORTAR COLOR PRO'I/OE SKA TEBO.ARO DETERRENT ANGLES AT TOP OF WALL TO MATCH 'sKA TE STOPPERS' MOOEL ''I/NE' AT 24" 0. C. SPACE EQUALLY FROM ENOS HEADLIGHT WALL DETAIL B NOT TO SCALE ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL I: \001017\_Comme,ciol\[xhibils\lieodlighl Wo:l\l leodlighl Woll [xhib1t-130925-2.dwg 0ci 17, 2013 11: 26om Xrefs: 1090NG; 1090NG-Woll-No\es; 109UNG-Woll~-Ddoils SPECIAL INSPECTIONS & TESTING (CBC CHAPTER 17) FOUNDATION 1. THE SOILS REPORT RECOMMENDATIONS SHALL BE COMPLIED WITH BY THE CONTRACTOR. BARS OTHER THAN STIRRUPS, TIES, HOOPS & CROSS-TIES 6AR 'D" I!¾?" 13&' 90' SIZE "L" "L" "Lu db sf D:@ db db D D ' ~ J! 1 SPECIAL INSPECTIONS AND TESTING SHALL MEET THE REQUIREMENTS OF CBC SECTION 1704, 1707 AND 1708. 2. SPECIAL INSPECTORS SHALL: A BE EMPLOYED BY THE OWNER AND ACT AS THE OWNER'S AGENT PER CBC SECTION 1704.1. 8. BE CERTIFIED BY THE BUILDING DEPARTMENT TO PERFORM THE TYPES OF INSPECTIONS SPECIFIED. C. PREPARE REPORTS THAT SHALL BE SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEl:R. 2. SOILS INFORMATION: SEE SOILS REPORT BY: SCST, INC. (NO. 1111196) DATED: JANUARY 3, 2012 FOUNDATION MATERIAL: '3 2 1/4 2 1/2 -4 1/2 '4 3 2 1/2 -6 ".;, 3 3/4 2 1/2 -1 1/2 00 4 1/2 3 -9 '1 & 1/4 3 1/2 -10 1/2 "S 6 4 -12 03 9 1/2 4 1/2 -13 1/2 ~0 10 3/4 & 1/4 -I& 1/4 ~I 12 & 3/4 -11 ~4 18 1/4 1 -21 ~8 24 9 -27 STIRRUPS, TIES, HOOPS & CROSS-TIES '3 I 1/2 -4 4 '4 2 . -4 4 OF PRO.JECT ".;, 2 1/2 (1) -4 4 00 4 1/2 -41/2 9 '1 & 1/4 -& 1/4 10 1/2 "S 6 -6 12 (I! USE 3 3/4" IN CONC. 6LK. CONSTRUCTION NOTE, ALL DIMENSIONS GIVEN ARE IN INCHES. /'-4" so ,..--:=ND NALL OR BLOCK ALL AS OCCURS TYP. CON[Rf._ i g eu<, PH ASTER - REBAR LAP SCHEDULE (CONCRETE) BAR f'c•300'1' PSI f'c•4'1'0'1' PSI TOP BARS OTHER TOP BARS OTHER SIZE (IN.! BARS (IN.! (IN.! BARS <IN.! '3 28 22 24 19 '4 31 29 32 2& ".;, 41 38 40 31 00 &6 43 48 31 '1 81 63 10 &4 "S 93 12 !¾? 62 03 10& 81 91 10 ~0 118 91 102 19 ~I 131 101 113 81 NOTES, I. LAP SPLICE LENGTHS FOR GRADE 6'1' REINFORCING BAR. 2. LAP SPLICE LENGTHS FOR NORMAL HEIGHT CONCRETE 3. LAP SPLICE LENGTHS FOR CLASS 13 LAPS • 1.3 Id. 4. TOP BARS ARE HORIZONTAL BARS NITH MORE THAN 12 INCHES OF CONCRl=TE CAST !3ELOH THE BARS. &. LAP SPLICE LENGTHS ARI= BASED ON THE TYPE OF STRUCTURAL ELEMENT AS FOLLOHS, BEAMS OR COLUMNS, COVER AT LEAST l.0db AND CENTER TO CENTER SPACING AT LEAST 2.0db. ALL OTHERS, COVER AT LEAST l.0db AND CENTER TO CENTER SPACING AT LEAST 3.0db. "AS _ll!SEMAN + ROHY ~~ RUCTURAL ENGINEERS STEVEfl ~Dt-f\' 9915 MIRA MESA BL\O. SUITE 200, SAN DIEGO, CA 92131 SE 4341 EXP. TEL 658.536.5166 FAX e58.53fi.5163 /\ WWW. ~ENGINEERS.COM All dH~n concepts, ideos ond orrongem1mls -~(llCA deplete on these 6heets are the properly of Wisemon + Roht ond or,e, in\end,e,d lo ti,e, used In connection with his spoeicific projoeicl only ond sholl not be used or chongei:l In whol,e, or ln port for ony othoeir purpose wltriout the writt11n consi,n\ of Wls11mon + Rohy INSPECTOR LJ ~ 180' <MIN! HOOK 135' HOOK 90' HOOK LEGEND FOR REINF. BENDS (NOT SHOWN TO SCALE) INDICATES 90' 6END IN PLANE OF DRANING INDICATES 9'1'' 6END PERPENDICULAR TO PLANE OF DRANING INDICATES 13&' 6END IN PLANE OF DRANING INDICATES I!¾?' 6END IN PLANE OF DRANING INDICATES 13&' OR 18'1'' BEND PERPENDICULAR TO PLANE OF DRANING --------------INDICATES OFFSET IN PLANE OF DRANING 0. OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH APPROVED DRAWINGS AND SPECIFICATIONS. E. FURNISH INSPECTION REPORTS TO THE ENGINEER AND BUILDING DEPARTMENT. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE Al TENTION OF l HE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE ENGINEER AND BUILDING DEPARTMENT PER CBC SECTION 1704.1.2. F. SUBMIT TO THE ENGINEER AND BUILDING DEPARTMENT (FIELD INSPECTION DIVISION) A CERTIFICATE OF SATISFACTORY COMPLETION OF WORK REQUIRING SPECIAL INSPECTION, SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER, STATING THAT THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CBC. 3. SUMMARY OF CONTINUOUS AND PERIODIC INSPECTIONS: A. CONSTRUCTION INSPECTIONS LISTED ARE IN ADDITION TO THE CALLED INSPECTIONS REQUIRED BY CBC SECTION 109. SPECIAL INSPECTION IS NOT A SUBSTITUTE FOR INSPECTION BY A BUILDING OFFICIAL. SPECIALLY INSPECTED WORK WHICH IS INSTALLED OR COVERED WITHOUTTHE APPROVAL OF THE BUILDING OFFICIAL IS SUBJECT TO REMOVAL OR EXPOSURE. 8. CONTINUOUS INSPECTION IS REQUIRED DURING THE PERFORMANCE OF THE WORK UNLESS OTHERWISE SPECIFIED. 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INFORM THE SPECIAL INSPECTOR OR INSPECTION AGENCY AT LEAST ONE WORKING DAY BEFORE PERFORMING ANY WORK THAT REQUIRES SPECIAL INSPECTION. REINFORCING BAR BENDS & HOOKS TABLE 1704.4 (2010 CBC/2009 IBC) REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION EO. . 3/8" JOINT STACK BOND JOl'tt-----11 1¾l, ':,',§:','Jf ,',:,','fV~ ALL Rl=INF. TO BE CAULKING l BACKING CONT. THRU JOINT 130TH SIDES OF HALL 20'-o" MAX. BTWN JTS. WEAKENED PLANE JOINT /W.P.J.) J/8" JOINT TACK BOND JOI"-s STD v2-".;,(y) EA SIDE OF JT. REINF, NOT CONT. . HOOKS, TYP ~ THRU J ' I OINT . I C AULKIN"' ~ ' . . 1 ......... RU!3!3E R CONTROL JOINT MATERIAL EXPANSION JOINT (E.J.) TYP. CONCRETE BLK. JOINTS FACE SHELL EQ. ,•· . .•.... : . .. . -:· . .. ! '2" CL MIN ... • 2" CLR. @ 8" CMU !/4" CLR. @ 10" CMU 1/2" CLR. @ 12" CMU • BARS @ CENTER BARS @ FACE 8'CMU 10" CMU 12" CMU BAR SIZE CENTER FACE CENTER FACE CENTER FACE '4 l'-S" 2 1-2' 1'-S' l'-11" l'-S" l'-S" '& 2'-2' 3'-4" 2'-2" 2' -ll" 2'-2" 2'-8' 'b 3'-1'' 4'-1'' 3'-4" 4'-7' 3•.411 4'-1' '1 5-'-!Zl" s•.4• 3'-112'" !;'-4" 3'-10' S'-4" "S b'-\'' b'-1" 5'-11" 0'-1' 5'-1" b'-l" 03 6'-1'1'' 0'-liZ'' 6 1-l'2'11 6 1-112'11 6 1-l 11 I0'-1'2'11 CMU REBAR LAP SCHEDULE (f'm-15OO psi) VERJFICATION AND INSPECTION TASK CONllNUOUS PERIODIC REFERENCED IBC REFERENCE STANDARD 1. JNSPECTIO,~ OF REINFORCING STEEL AND PLACEMENT X ACI 316: 3.5, 7.J.7.7 1913A - 5. VERIFYING USE OF REQUIRED DESIGN MIX. -· X ACI 318: CH. 4, 5.2,5.4 1Jl()4.2.2, 1913.2, 1913.3 6 AT THE TIME FRESH CONCRETE IS SAMPLED TO FAflRICATE ASTMC 172 SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE THE TEMPERATIJRE X -· ASTMC31 :' 191110 OF THE CONCRETE, ACI 318: 5.6, 5.8 / ' 7. INSPECTION OF CONCRETE ANO SHDTCRETE PLACEMENT X J FOR PROPER APPLICATION TECHNIQUES. -ACI 318: 5.9, 5.19 1913.6, 1913.7, 1913.8 TABLE 1704.5.1 (2010 CBC/2009 IBC) LEVEL 1 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION FREQUENCY OF INSPECTION REFERENCE FOR CRITERIA VERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC IBC REFERENCE TI~S402/ACI TMS!'-02/ACI 530/ASCE 5 530.l/ASCE6 1. COMPLIANCE WITtl REQUIRED INSPECTION PROVIS JONS OF TI-IE CONSTRUCTION DOCUMENTS AND THE APPROVED -X --ART. 1.5 SUBMITTALS SHALL BE VERIFIED. 2. VERIFICATION OF rm PRIOR TO CONSTRUCTION EXCEPT WHERE SPECIFICALLY EXEMPTED BY THIS CODE. -X --ART. 1.4B 3. VERIFICATION OF SlUMP FLOW ANO VSI AS DELIVERED TO X ---ART. 1.5B.1.b.3 TtlE SITE FOR SELF-CONSOLIDATING GROUT, 4. AS MASONRY CONSTRUCTION BEGINS, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE. A PROPORTIONS OF SITE.PREPARED MORTAR -X --ART.2.6A B. CONSTRUCTION OF MORTAR JOINTS. -X --ART, 3.3B 5. DURING CONSTRUCTION THE INSPECTION PROGRAM SHALL VERIFY: A SIZE ANO LOCATION OF STRUCTIJRAL ELEMENT. -X ·--ART. 3.3F C, SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT -X ·-SEC. 1.15 ART. 2.4,3.4 E PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURING COLD WEATtlER (TEMP. BELOW 40'F) -X SEC. 2104.3, ... ART. 1.8C, 1.80 OR HOT WEATHER (TEMP. ABOVE 90'F) 2104.4 6. PRIOR TO GROUTING, THE FOLLOWING SKALL BE VERIFIED TO ENSURE COMPLIANCE: A GROUT SPACE IS CLEAN. -X -·-ART. 3.20 B. PLACEMENT OF REINFORCEMENT -X SEC. L 13 ART. 3.4 - C. PROPORTIONS OF SITE.PREPARED GROUT. X --ART.2.6B D. CONSTRUCTION OF MORTAR JOINTS -X --· ART. 3.3B 8. PREPAAATION OF ANY REQUIRED GRDLTT SPECIMENS, -X SEC. 21051.2, -ART.1.4 MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED. 2105.3 TABLE 1704. 7 (2010 CBC/2009 IBC) REQUIRED VERIFICATION AND INSPECTION OF SOILS CONSTRUCTION VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIDDICAl.l Y DURING TASK LISTED 1, VERIFY MATERIALS BELOW FOUNDATIONS ARE ADEQUATE X TO ACHIEVE THE DESIGN BEARING CAPACITY. - 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTIJ X AND HAVE REACHED PROPER MATERIAL. - l PERFORM CLASSIFICATION AND TESTING OF COMPACTED X FILL MATERIALS. - 4. VERIFY USE OF PROPER MATERIALS, DENSITIES, AND LIFT llilCKNESSES DURING PLACEMENT AND COMPACTION OF X - COMPACTED FILL 5, PRIOR TO PLo\CEMENTOF COMPACTED FILL, OBSERVE SUBGRIIDEAND VERIFY THE SITE HAS BEEN PREPARED -X PROPERLY. BUILT" BENCHMARK w t!,{_t<;' DATE I ' ~ ) Jr/t~ DESCRIPTION: 2 1/2" 0/SC SIAMPEO "CLSB-011 LS 6215" IN CURB HES T S!OE OF COMMUN! TY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS CO.CHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON #EST S!OE OF PARK/NC LOT, !04 FT FROM SOU/1/HES!tRLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT NO. 11) 9/25/13 DATE TC I•\ ADO NEW SHEET 55 INITIAL DATE SOIL DESIGN PARAMETERS: ALLOWABLE BEARING PRESSURE .............. 2500 PSF CANTILEVER ACTIVE (LEVEL)... .. ... 40 PCF LATERAL BEARING (PASSIVE) PRESSURE .... 300 per COEFFICIENT OF FRICTION... .. 0.30 BOTTOM OF FOOTINGS SHALL BE AT LEAST 24 INCHES BELOW LOWEST ADJACENTFINISH GRADE. 3. ALL FOUNDATION WORK SHALL BE FOUNDED ON FIRM UNDISTURBED NATURAL SOILS OR APPROVED COMPACTED SOILS. 4. ALL SIT!: SOIL WORK SHALL Bl: DONE UNDER THE DIRECT OBSERVATION OF THE SOILS ENGINEER. 5. SOILS ENGINEER SHALL VERIFY IN WRITING l O THE ENGINEER THAT SITE SOIL WORK COMPLIES WITH ALL OF THE RECOMMENDATIONS AND CONCLUSIONS OF THE SOILS REPORT. 6. THE FINISH EXCAVATION FOR FOUNDATIONS SHALL BE NEAT & TRUE TO LINE 7. FOUNDATION EXCAVATIONS SHALL BE KEPT FREE Of LOOSE MATERIAL AND STANDING WATER AND SHALL BE CHECKED AND APPROVED BY THE SOILS ENGINEER BEFORE THE PLACEMENT OF ANY CONCRETE. 8. THE TESTING LAB SHALL SUBMIT COMPACTION REPORTS FOR ALL FILL TO THE ENGINEER BEFORE REQUESTING FOUNDATION INSPECTION. ALL LOOS!: SOIi.AND FILL DIRT, INCLUDING BACKFILL BEHIND RETAINING WALLS, SHALL BE COMPACTED TO AT LEAST 90% OF MAXIMUM DENSITY, OR GREATER AS REQUIRED BY THE SOILS REPORT. REINFORCED CONCRETE (CBC CHAPTER 19) 1. CEMENT SHALL CONFORM TO ASTM C150, TYPE V. 2. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33 3. READY·MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94. 4. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THESE NOTES. 5 CONCRETE SHALL BE STANDARD WEIGHT CONCRETE (145 PCF) ANO HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS ELEMENT STRENGTH AGG W/C RATIO (MAX) FOOTINGS... .. .. 4500 PSI 1" .45 GRADE BEAMS .. ,, ............................ .4500 PSI 1" .45 SLAB ON GRADE ............................................. 4500 PSI 1" 45 6. CONTINUOUS SPECIAL INSPECTION IS REQUIRED FOR CONCRETE DESIGN STRENGTHS EXCEEDING 2500 PSI. 7 CONCRETE SHALL BE PROPORTIONED SUCH THAT THE 7 DAY STRENGTHS ARE A MINIMUM OF SEVENTY PERCENT OF THE SPECIFIED 28 DAY STRENGTH FOR ANY CONCRETE CONSTRUCTION REQUIRING SHORING, BRACING OR TO RECEIVE CONSTRUCTION LOADS, 8. ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. ADMIXTURES SHALL COMPLY WITH ASTM C494 & C1017 AND BE OF A TYPE THAl INCREASES THE WORKABILITY or THE CONCRETE, BUT SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT (CALCIUM CHLORIDE SHALL NOT BE USED). 9. ALL REINFORCING STEEL AND DOWELS SHALL BE WELL SECURED IN POSITION WITH WIRE POSITIONERS PRIOR TO FOUNDATION INSPECTION AND BEFORE PLACING CONCRETE 10. CONSTRUCTION JOINTS IN ALL FOUNDATIONS SHALL NOT BE SPACED FURTHER APART THAN 60 FEET IN LENGTH. 11. ALL CONSTRUCTION JOINTS IN WALLS OR OTHER ELEMENTS NOT HAVING PREFORMED KEYS, SHALL BE WIRE BRUSHED, AND ROUGHENED TO A MINIMUM AMPLITUDE OF 1/4 INCH, CLEANED AND MOISTENED IMMEDIATELY PRIOR TO PLACEMENT OF NEW CONCRETE. 12. FOUNDATIONS TO RECEIVE MASONRY WALLS: ROUGHEN TOPS OF FOOTINGS TO A MINIMUM AMPLITUDE OF 1/4 INCH AND ABRASIVELY CLEAN. 13. CONTRACTOR SHALL SUBMIT MIX DESIGNS FOR REVIEW BEFORE FABRICATION AND INSTALLATION. REINFORCING STEEL 1. BAR REINFORCEMENT SHALL BE ASTM A615, GRADE 60 DEFORMED GARS. 2. VERTICAL BARS IN MASONRY WALLS SHALL BE ACCURATELY POSITIONED AND SHALL BE TIED IN POSITION TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS. 3. REINFORCING DETAILING, BENDING, AND PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE", LATEST EDITION. 4. REINFORCING STEEL SHALL BE PROVIDED WITH THE FOLLOWING MINJMUM CONCRETE COVER FOR CAST IN PLACE CONCRETE: A CONCRETE DEPOSITED AGAINST EARTH: 3' B. CONCRETE SURFACE (FORMED) EXPOSED TO EARTH OR WEATHER: #6 THROUGH #18 BARS: 2" #5 BAR AND SMALLER: 1·112" 6. ALL REINFORCING STEEL, ANCHOR SOL TS, DOWELS, HOLDOWN ANCHORS AND INSERTS SHALL BE WELL SEGURED IN POSITION WITH WIRE fJOSn IONERS PRIOR TO FOUNDATION INSPECTION AND BEFORE PLACING CONCRETE OR GROUT 7. DOWELS BETWEEN FOOTINGS AND WALLS SHALL BE THE SAME GRADE. SIZE, AND SPACING AS VERTICAL WALL REINFORCING UNLESS OTHERWISE NOTED ON PLANS. 8. FURNISH #3 SPACER TIES AT APPROXIMATELY 2'-6" ON CENTER IN ALL BEAMS AND FOOTINGS TO SECURE REINFORCING IN PLACE. CONCRETE MASONRY (CBC CHAPTER 21) 1. MATERIALS: F'm=1500 PSI COMPRESSIVE STRENGTH OF MASONRY MUST BE VERIFIED BY THE UNIT STRENGTH METHOD AS SfJCClf-=I1:D IN CBC SECTION 2105.2. A. CONCRETE BLOCK: 1900 PSI GRADEN, MEDIUM WEIGHT OPEN END UNITS CONFORMING TO ASTM C 90 WITH MAX LINEAR SHRINKAGE OF 0.06% B. GROUT (F'g AT 28 DAYS) 2000 PSI COURSE GROUT AS DEFINED IN IBC TABLE 2103.12 SHALL BE USED WITH 318" MAXIMUM AGGREGATE. C, MORTAR (AT 28 DAYS): 1800 PSI MORTAR SHALL BE TYPE "S," CONFORMING TO CBC TABLE 2103.8(1) . 2. HIGH LIFT GROUTED CONSTRUCTION SHALL CONFORM TO ACI 530/ASCE 5 SECTION 1.16 AND TABLE 1.16.1. SPECIAL INSPECTION SHALL BE PROVIDED FOR HIGH LIFT CONSTRUCTION. 3. BLOCK LAYUP: RUNNING BOND, CONCAVE COMPRESSED JOINl SAND INVERTED BOND BEAM UNITS FOR STARTING COURSES. 4. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 5. GROUTING: A. ALL CELLS SHALL BE SOLID GROUTED. 8. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR AT THE TIME OF PLACEMENT AND THEN RECONSOLIDATED BEFORE PLASTICITY IS LOST. C. WHEN GROUTING IS STOPPED FO~ ONE HOUR OR LONGER, HORIZ. CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1-1/2" BELOW TOP OF THE UPPERMOST UNIT D. POURS OVER 5 FEET: PROVIDE CLEANOUTS IN BOTTOM COURSE AT VERTICAL REINFORCEMENT (32 INCHES MAX). SPECIAL INSPECTION IS REQUIRED. E. GROUT SHALL BE PLACED IN A CONTINUOUS POUR IN GROUT Llr:TS NOT EXCEEDING 6 FEET. 6. FOUNDATIONS TO RECEIVE MASONRY WALLS: THE MASONRY CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL DOWELS PRIOR TO CONCRETE PLACEMENT. I S5E5T I CITY OF CARLSBAD I SH555 I ENGINEERING DEPARTMENT GRADING PLAN FOR.· LA COSTA TOWN SQUARE COMMERCIAL A~D YE24,, V~KI 11-S-1~ CITY ENGINEER PE 41204 EXPIRES 3/31 /15 DATE DWN BY: PROJECT NO. DRAWING NO. INITIAL DATE INITIAL CHKD BY: (JC 7 D.4TE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: I C.T. 01-09 I 409-4C ELEVATION: 173.24 DATUM: NCVO 1929 ' \ It I I i ( C O't ~ (J1 G') 0 ~ ' ...., 0 I (J1 (,0 ,;I (J1 ~ (') ! ' · ....... u.. OS-! PALI,/ !REE Pl.ANTER SEE RAAIP DETAIL !HIS SHEET II (/) .,. -! u.. S,-9 -.. :i ~ 7-4 u.. jfe~ lRANS!MfON -~..£--~ 6 o· 'RB (/) (/) (/) STANDARD DRAHfNC DESCR/PllON (OR A/00/RED PER PLANS} SURFACE /AIPROVEAIENT DEAIOL/llON -10-:5'--1-I SAWCUT LINE IDS-2 I REMOVE EXIST. CONCRETE CURB I OS-3 I REMOVE EXIST. CONCRETE SIDEWALK I DS-4 I REMO!€ EXIST. FENCING RELOCA lE/l?EMOVE EXIST. LAMP POST IOS-5 I IOS-6 I RELOCA lE/l?EMOVE EXIST. /RR/GA 110N CON1110!./VAL VE BOXES ALONG llfTH ASSOCIA!EO IRRIGATlON AS NECESSARY IOS-7I REMOVE EXIST. 11/ff St/RFACE /AIPROVEAIENTS -I Sl---,-1 5" AC 0117? /6" CLASS 2 BASE I Sl-2 I 4• AC OVER 12· CLASS 2 BASE I S/-3 I 9• JOINTED PLAN CONCRETE PAVEMENT OVER 12• CLASS 2 BASE llfTH 24' REMOVAL & REPLACEMENT llfTH SELECT GRANULAR COAIPAC!EO RLL BENEATH PA Y£AIENT SEC110N, PER SOILS ENGINEER. SYMBOL I~ -~-I I./_ • 'x J / OUANllTY 605 LF 575 LF !,000 SF 470 LF 2£A 5 EA 4 EA . I 3,6.f.O SF ,.1 2,450 SF !,750 SF I Sl-4 I 6" CURB ISl-5 1 4• PCC SIDEWALK (520-C-2500} OVER 6' CLASS 2 BASE (IJ REBAR tJ 18/ OCEJII} PER SORSD G-1 FOR lEXllJRE ANO RN/SH SEE =====---503 LF 3,000 SF I Sl-6 I PEDES11/IAN RAMP ISl-7 I GRINO/OY£RLAY TO MATCH EXIST. PAVEMENT I Sl-8 I 3• 11?0£ 11/UNCA !ED OOAIES LANDSCAPE ARCH/lECllJRAL PLAN SHEETS PER MOO/REO SORSO G-29 PER CAPPED JOINT DETAIL THIS SHEET PER SORSO C-32A Th I EA ~ 555LF 142 SF l#JGA-r-10,J Co,.;ntet. 8o><£S 4, VALVES I I I I / I I I I I I A RA/SEO Rlt/NOA RON IYALL IS RECJUIREO ALONG !HIS IYALL f ROPOS£0 MICHAEL ~ S TOR£ FF 340.54 // PAO= 339.7! I 23,509 SF APN· 223-053-0/0 SCALE 1'=!0' ------0 JO 20 30 STANDARD DRAHfNC 40 DESCR/PllON (OR A/00/RED PER PLANS} SYMBOL A RA/SEO Rlt/NOA RON IYALL IS RECJUIREO ALONG !HIS IYALL OUANllTY I I I I \ I \ I I I I I I I I I I 340. 'I rw JJ9.96 BIY EZEC!RICAL ROOl,I fF 340.5-1 PAO JJ9.7! RR£ ANO RISER ROOAI fF JJ7.58 PAO JJ6.75 1.00% 340.54 rw JJB.37 BIY JJ7.26 1F IJLtt& ~ !d!E SOILS ENGINEER'S CERllRCAlE (/) - (/) ,_ I T EZEC!i?ICAL WD HOLE PROTECT 1(4ec I 'fJ atR6; BECIN U. IYALL PER V1EC1/JRAL (/) :s \ ~s q (/) (/) ---<',I --'--I I (FOR £ IN REVISION BOX) ( I-~ I (/) I I t; I I (/) (/) I (/) t; I I (/) ) !j (/) I (/) SURFACE IAIPROVEAIENTS (CONllNUED) I Sl-9 I VARIABLE HEIGHT CURB PER SORSO G-! ====== 17 LF 86 SF r IJ_C SIOEIYALK AC ~VA RON r ELEVA RON I SI-JO I RETAINING WALL, TYPE 3 PER SORSO C-3, RCP YELLOW GOI.O SPLIT FACE llfTH PRECISION MISSION CAP I SI-II I RETAINING WALL, TYPE A I Sl-12 I 11/ENCH RESURFACING CAPPING JOINT PER SORSO C-9 CITY SlND owe NO. CS-25 SAi/CUT LINE NEW PAIENENT SEC110N (2" DEEP GRIND & OVERLA Y,i n £)(JS1/NG PA IENENT ISl-7I CAPPED JOINT DETAIL NOT TO SCALE 42SF 48SF ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE: PLACE:, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~0,Q~ ROOTIJ.DOOINO RCE: 45629 ., . STANDARIJ 6' atRB PER SORS/J C-! O" CURB DETAIL NOT TO SCALE Rf} INITIAL ENGINEER OF WORK ADfJ SHEET 56 FOR LOT !5 GRAIJING DA1E INITIAL REVISION DESCRIPTION OTHER APPROVAL LECEND PROPERTY BOUNDARY CONTOUR INDEX ~ ~ ..,,,..--~ -CONTOUR IN TERMED/AT£ EXISTlNG CONTOUR tXISTlNG STORM DRAIN EXISTlNG WA T£R LINE ..:=.~ S:U::-=-~~- ---w --- TOP OF CURB ELEVA 110N 400. 0 re FINISH SURFACE ELEVA 110N ~ INVERT ELEVATlON TOP OF GRAT£ ELEVA 110N RIM ELEVA 110N 400.0 IE 400.0 re' 400.0 RIM SOURCE OF TOPOCRAPHY TOPOGRAPHY SHO/lfv ON THESE PLANS WAS GENERATEO BY FIELD StJRl€Y METHOIJS FROAI INFORMATlON GATHERED BETIIEEN THE OATES OF OCTOBER 18 TO OCTOBER 2!, 2015 BY EXCEL ENGINEER/NC. TOPOGRAPHY SHO/lfv HEREON CONFORMS TO NA TlONAL MAP ACCURACY STANDARDS EARTHMJRK OUANllllES CUT: 830 CY FILL: !75 CY IMPORT.· 0 CY EXPORT: 655 CY fl.R SllRII OHAN SEF SHEET57 II ~=A~~~1 .__ _______ _. Sl-9_ RAMP DETAIL --- -0 5 iJECLARA 170N OF RESPONSIBLE CHARCE" (FOR £ IN REVISION BOX) I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PRO.JECT, THAT I HAVE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE PROJECT AS OEFINEO IN SECRON 6703 OF THE BUSINESS ANO PROFESSIONS COIJE, AND THAT THE DESIGN IS CONSISTENT llfTH CURRENT STANOAROS I UNDERSTAND THAT THE CHECK OF PROJECT DRAll?NGS AND SPECIRCARONS BY THE CITY OF CARLSBAD OOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBIL/11£S FOR PROJECT DESIGN. EXCcL ENGINEERING .f..f.O STAT£ PLACE ESCONDIDO, CA 92029 (760) 745-8118 CJV\\. Br' ~oD~ 0A1E rk/4- ROBEbo.oiNiiNoRcE 45629 EXPIRES 12-31-16 "AS BUil T" J INSPECTOR DA1E INITIAL Cl TY APPROVAL SHEET 56 CITY OF CARLSBAD SHEETS 59 LAND DEVELOPMENT ENGINEERING GRADING PLAN FOR: LA COSTA TOWN SQUARE COMMERCIAL PRECISE GRADING LOT 15 OWN BY:-=-- CHKD BY: __ RVWD BY: PROJECT NO. I DRAWING NO. CT 01-09 . 409-4C I I I 0.1,. 11, 16 I ' . . ' I ~ I ~I il ~c (11 ! rn@ O') ii!~. 0 •~ i ~~ -. ~~ (11 i ~ (0 i BJ· I ~i ~ I > I 111 , I r-r ,/ I I I I I I I I I i ! I I I I I I I CJ SCALE 1"=10' I I OlJIER ROOF DRAIN IS A r:4RE JJ2.51 IE I I j. I I ,/ APN: 22J-05J-0!0 -----0 JO zo 30 40 LEGENIJ PROPERTY BOUNDARY CONTOUR INDEX ~ CONTOUR IN!ERMEDIA lE ~ £)(!S11NG CONTOUR -~✓, '0o,__ EXISllNC STORM DRAIN -~ --=-s:n::--- E)(!SllNC WA lER LINE w ROOF DRAIN -DIRECllON OF SURFACE FLOW OlHER ROOF DRAIN IS A SPARE IE JJ2.54 PROPOSED AIICHAEL :S-STORE ff= J4tJ.54 PAD= .»9.71 2J,509 SF " . I , ' ' " WHERE CLEANO/JT IS LOCA !ED IN lJIE _ AC PAV/NC INSTALL 12' llfDE % 6' !HICK CLASS 560-C-J250 CONCRE!E COI.LAR llf!H J' ASPHALT tXWCRElE OVERLAY, NO AC OVERLAY IS NEEOED WHEN LOCA!ED IN PCC PA/IEAIENT. WHERE LOCA!ED IN LANDSCAPING NO COL.LAR IS REQ/JIREO. JJ!.02 IE DRAIN ::;CJ I\ ~ C/JRB INLET PER :\l ~ \ £%/sT'rrPE :4' sll Ii "'SHEET 29 ' \-\ I~ ~ )%/ST 21· STORV DRAIN -, LEAIJS 10 BASlN 26 WHERE CLEANO/JT IS LOCA!ED IN PA/IEAIENT PROVIDE 6' CAST IRON BOX/1,ID MARKED SO CLEANO/JT WHERE CLEANO/JT IS LOCA!ED IN LANDSCAPING DO NOT INCL/JOE B0)(/1.10 X SHOIIW tlV SHEET 29 \ STA 1fJ2.56 tXWNECT 10 £%/ST C/JRB INLET \ IJESCR/PllON H£T lJllL/TY IJEVOL/llON !DW-1 ! REMO/IE £%/ST. STORM DRAIN low-2 I REAI0/1£ £%/ST. so POND RISER ~--;, r-"if_,_-_,:;.---•~'L __ PROVIDE 6' A/ALE SCREW IN PL/JC, I Off'.-J I REMOVE £%/ST. SEHER LINE ' ------------_,_ ----' ' -_\,__ --------------- \ ! I \ -' -V Pl, 'POSED \ SI/Rf, CE AT =nr n -,Yl<:T AT DJ< - ! ,l------I-~--7) 6. CA/J ~ --~Fml -'-I 'I s 'DRAIN ----------- If/In ,,.,~ ~ 11 II -- CL "'ANO/JT PRO!Et TINPL CE 11 11 ~[ 11 11 ~------- I 11 Ii £l I I 11 I, ~ STA 01t1a fl/ I I 11 'I' :r;~'· ~ I u . , ,o u ,,.,. m, ,, L 11 I.I BP 8 JJ2. f7 !P ,. J28. u 11 111 -----CRf1« vc Ii 11! STA 0, f15.48 11 11 £%/ST. 9• PJ,C' flf( Al,f(N --------l/P g• J.Jo.JJ 11 11 33~ ' 1P /2' J28.28 11 1:1 ,! Iii I i1 11 ' 11 Iii ,. Ii 1, -11 Iii ---11 11 ! I 1,1 T' --II I ~ I ---' I I 11 rr, - ! I •I ' c~ I (in, ,, 1:1 C/J~ I I ,, ,,. ------ ii I 11 1: .12.16 lF tT 12• Hl1ff 11 11 ' "· ~.I1.2% -! I -\11 . 11 I'\ --- r, 11 11 . fl 11 I I ii '(' 11 ll 11 ' ' ~" I Ii STA, ;"' 11 11 I ! 11 11 ,,,,_ ·-,,,.. _,,,,,, 11 11 1P 19• 324.2. 11 11 I BP 12• J26.,! ,I 11 -------- i ! I ii 320 11 11 11 I ~ I' ;1: \_,, 11 11 11 - @PklVAl ~ so 1 UN~ 11 11 11 11 -11 Ii HORIZONTAL SCALE 1": 10' 11 11 i ~,, SC, 1":2' 11 I~ 1L ! L_ ' 1' •00 i I ' STANIJARIJ IJRA HfNC (OR VOIJIREIJ PER PLANS) SYMBOL (){JANllTY 41 LF I EA If LF If LF ! ' ' ! - I - NO Q) 0 a ,v rJl ---0 ------@ r 61 0 ,r. (8) :tr 0 @ - -NO 330 (/) NO /,\ ~c~ £%/ST. > INLET --·- - - 320 ' ' ! ;,%/ST. '4' so , ' STORM DRAIN DA TA OilTA/BRG RAO/US LENGTH REA./ARK N06:JO'JO'W --15. 49' 8' HOPE N8J'29'JO"£ 82.J4' . . -- N06:JO'Jo·w 15.29' • • -- N8J'29'JO"£ 6.27' • • -- N1974'J6'W --24.51' 12" HOPE N70'45'24"£ Jl.98' • • -- N06'28'29'W --2.94' 8' HOPE N1974'J6'W 5.98' • • -- NOJ75'24"£ --JJ.68' 12" HOPE , N4875'24"£ J2.l6' • • -- WATER DATA (CL-15O) O£Ll4/BRG RAO/US LENGTH REA./ARK N06:JO'JO'W --40.74' 2"Ctl"PER FIRE DATA O£LT,4/BRG RAO/US LENGTH REA./ARK N76'5J'5J"£ --8!.J9' 6' PVC OR-18 9• SD LA lERAL IE 8' PJ,C' SEE PLAN IE 12• PJ,C' SEE PLAN SIJ LATERAL CONt/ECllON IJETA/L NO SCALE WHERE CLEANO/JT IS LOCA !ED IN !HE PAVEAIENT INSTALL BELOW f!NISHED GRADE IN CAST IRON BOX WHERE CLEANO/JT IS LOCA!ED IN LANDSCAPING INSTALL CAP AT f!NISHED GRADE PR/VA TE IJRAINAGE IVPROVEAIENlS 12• PJ,C' PIPE SD-1 18"x18" CATCH BASIN 6' 45' S~EP ELBOW ------! S0-2 6" SD CLEAN 0/JT LOCA 110N OF g• OR 12' ELBOW OR SD-J 9• HOPE STORM DRAIN !EE AS SHOffN ON PLAN,,--,\-1 {',,_.J ~--::::::r----12' OR 8' %6' Im: SD-4 12' HOPE STORM DRAIN 6" S/J CLEANO{JT IJETAIL NO SCALE ) ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEER/NG • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 , ~J~- ROBERT D. DENTINO RCE: 45629 JENSEN 011818 (OR £0/JJVALENl} PER DETAIL !HIS SHEET IQ! 1EA 0 5EA !28LF 122LF RCE REVIEWED BY: INSPECTOR SHEET 57 "AS BUil T" EXP. DATE DATE CITY OF CARLSBAD LAND DEVELOPMENT ENGINEERING SHEETS 59 1----+--+-----------------1----t----t---+----t GRADING PLAN FOR: LA COSTA TOWN SQUARE COMMERCIAL STORM DRAIN PLAN FOR LOT 15 t-;-:;;:;-c;;::;-l---;;;;-tx---==-===--==-==c:-:-::--:::-==:-===-----1r----t---t-.r;--;;---t-:=--I =c~,TYmEN~G*I ='=RL[PE=163~9=12=E~XP~IR~ES~09~30~16==iD~A~TE~~~ J. 78. 76 RD ADD SHEET 57 FOR LOT f5ii"'"'-STORAl="--"'DR,"''A"-'1/N __ -+-::-:-:::-+::c=:c---t--':-':-:S•::'J'c.+~:='~:-:--I I DWN BY: PROJECT NO, DRAWING NO. DATE INITIAL , · ·'vi-: DATE INITIAL DATE INITIAL CHKD BY: --CT 01-09 409-4C ENGINEER OF WORK REVISION DES~~[,l;'TION OTHER APPROVAL CITY APPROVAL RVWD BY: en ]> i'l I~~ i! 53 0 H~6 ~; III U) •h ~l cl • ~l :c:,, li ;! ffi •J ;-~ ~! ~I u~~ r• JJ l'r1 ii Si. ,, ~~ z m I w ~ 1 I; I r I I Ii I I "' ,. I 8 " ~ '° :mo 11 □0 :U eJ C 11m~ .,.:~(IJ !l ~ " . Q;J> j ~z zm = c,' = ~ :c i:lllo m.., ~•m !\a. f ~ s: ru z z m "' ~ CJ'I ...,, 0 CJ :II i 2 G'J 2 C: s: OJ m ll 0 :II i 2 (j) 2 C: s: OJ m :0 CJ D § 2 Gl z C: ~ OJ m :0 ...., Cit gt ~ STORA/ WAIFR POI.Ll/llON PREV£N770N NOIFS GENERAL SITE MANAGEMENT REQIJIREI.IENTS THE FOLLOWING GENERAL SllF MANAGEMENT RE{){JIREMENIS SHALL BE ADHERED TO THRO/IGHO/IT THE OI/RA170N OF THE CONS1RI/C170N WORK (r£AR ROUND) 1. IN CASE OF EMERGENCY WORK IS REOIIIREIJ, CONTACT: ____ FROM: ____ _ AT (TEL.NO.) _____ ~ 2. DEl4CES SHOWN ON CITY APPROVED PLANS SHALL NOT BE MOVED OR MOOIREO IYITHO/IT THE APPROV,4L OF THE ENGINEERING INSPECTOR. 3. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL OEl4CES TO WORKING ORDER TO THE SA 17SFAC170N OF THE CITY EN67NEER AF!FR EACH RUN-OFF PROO/ICING RAINFALL. 4. THE CONTRACTOR SHALL INSTALL ADD/110NAL EROSION CONTROL MEASURES AS MAY BE REOI/IRED BY THE CITY ENGINEER DUE TO 1/NCOl,IPLE!FD GRAD/NC OPERA 170NS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE, 5. THE CONTRACTOR SHALL BE RESPONSIBLE ANO SHALL TAKE NECESSARY PRECAl/170NS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOIINOED WATERS CREATE A HAZAROOI/S CON0/170N. 6. CRAOINC AREAS ARO/IND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF THE SLOPE AT THE CONCLUSION OF EACH WORKING OA Y. 7. ALL REMOVABLE PROTEC11VE OEl4CES SHALL BE IN PLACE AT THE END OF EACH WORl(fNC SAY WHEN RV£ (5) OAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL 8. ALL GRAVEL BACS SHALL CONTAIN J/4 INCH MINIMUM ACGREGA!E 9. ALL EXPOSED D/STI/RBEO AREAS MUST HAVE EROSION PROTEC170N BMPs PROPERLY INSTALLED. HIS INCLI/OES ALL BU/LO/NC PADS, 1/NRNISHEO ROADS, ANO SLOPES. 10. AOE{){JA!F PERIMETER PROTEC110N BMPs MUST BE INSTALLED AND MAINTAINED AND WILL BE UPCRAOEIJ, IF NECESSARY TO PROl40E SUFRCIENT PROTEC170N FROM RUNOFF DURING RAIN EVENTS. ff. AOE{){JATE SEDIMENT CONTROL BI.IPs MUST BE INSTALLED ANO MAINTAINED. 12. AOEOUATE BMPs TO CONTROL OFFS/IF SEDIMENT 1RACl(fNG MUST BE INSTALLED ANO MAINTAINED. 13. A 1,1/N/MI/M OF 125% OF THE I.IATERIAL NEEOEO TOO INSTALL STANDBY BMPs TO PROlECT THE EXPOSED AREAS FROM EROSION ANO PREVENT SEDIMENT 0/SCHARCES, MUST BE STORED ONS/lE AREAS ALREADY PROlEClEO FROM EROSION US/NC PHYSICAL STABILIZA170N OR ESTABLISHED VECETA170N STABIL/ZA170N BMPs ARE NOT CONSIOEREO TO BE "EXPOSED• FOR PURPOSES OF THIS REQUIREMENT. 14. THE OWNER/DEVELOPER/CONTRACTOR MUST FOLLOW •WEATHER 1R/GCEREO" AC170N PLAN ANO BE ABLE TO DEPLOY STANDBY BMPs TO PROTECT THE EXPOSED POR170NS OF THE Sil£ WITHIN 48 HO/IRS OR A PREll/CTED STORM EVENT (A PREOICTEO STORM EVENT IS OERNEO AS A 40% CHANCE OF RAIN WITHIN A 5-0AY NA170NAL WEATHER SERl4CE FORECAS1}. ON REQUEST, THE OWNER/DEVELOPER/CONTRACTOR MUST BE PROl4DE PROOF OF THIS CAPABILITY. 15. OEPLOYIJENT OF PHYSICAL OR VEGETA170N EROSION CONTROL BMPs MUST COl,IMENCE AS SOON AS SLOPES ARE COl,IPLETEO THE OWNER/DEVELOPER/CON TRACOR MAY NOT RELY ON THE ABILITY TO DEPLOY STANDBY BMP MATERIALS TO PREVENT EROSION OF SLOPES THAT HA VE BEEN COl,IPLE!FO 16. THE AREA THAT CAN BE CLEARED, GRAOEO, ANO LEFT EXPOSED AT ONE 17ME IS L/M/lED TO THE AMO/INT OF ACREAGE THAT THE CONTRACTOR CAN AOEOUA!El.Y PROTECT PRIOR TO A PREO/ClFO RAIN EVENT. FOR LARGER S/lFS, GRAD/NC SHOULD BE PHASED. IT MAY BE NECESSARY TO DEPLOY EROSION ANO SEDIMENT CONTROL BMPs IN AREAS THAT ARE NOT COl,IPLETEO, BUT ARE NOT AC17VELY BE/NC WORKEO BEFORE A00/170NAL GRAD/NC IS ALLOWED TO PROCEED, AT THE 0/SCRE170N OF THE CITY INSPECTOR. 17. ALL 0/STI/RBEO AREAS THAT ARE NOT COMPLElEO ANO/OR NOT BBNC AC17VEL Y CRAOEO MUST BE Fl/LL Y PROlECTEO FROM EROSION IF LEFT FOR 14 OR MORE OA YS THE ABILITY TO INSTALL Bl.IP MATERIALS IN A PROMPT MANNER IS NOT SI/FRC/ENT. BMPs NEEO TO BE INSTALLED IN THESE AREAS. 18. BMPs MUST BE STOCKPILED AT VARIOUS LOCA170N THROUGHOUT THE PROJECT SITE THROUGHOUT THE r£AR. WHENEVER THERE IS A 40% CHANCE OR CREA !ER OF A RAIN WITHIN A THREE (J) OAY FORECAST, THE INSPECTOR WILL VERIFY THAT BMPs ARE AOEOI/A!El.Y STOCKPILED. BMPs MUST BE STOCKPILED ANO REAOY FOR OEPLOYIJENT WHEN THERE IS 50% CHANCE OF RAIN WITHIN A 48 HOUR FORECAST. FAILURE TO COl,IPL Y WITH THIS REQUIREMENT CO/ILO RESULT IN THE ISSUANCE OF A STOP WORK N017CE OR ENFORCEMENT AC170N 19. ALL !REA lMENT ANO EROSION CONTROL BMPs MUST BE INSPEC!FO WEEKLY ANO PRIOR TO A FORECASlEO RAIN EVENT OF CREAlER THAN 50% ANO AF!FR A RAIN EVENT. IN A00/170N, !REA lMENT CONTROL BMPs MUST BE SERl4CEO AS NEED THROUGHOUT THE r£AR. 20. E(}IJIPMENT ANO WORKERS FOR EMERGENCY WORK SHALL BE MAO£ AVAILABLE AT ALL 11MES. ALL MAlER/ALS SHALL BE STOCKPILED ON-SITE AT CONVENIENT LOCA170NS TO FACIL/TAlE RAPID CONS1RI/C170N OF TEI.IPORARY OEl1CES MIEN RAIN IS EMINENT. 21. IF SELECTED BMP FAILS OUR/NC A RAIN EVENT, IT MUST BE REPAIRED OR IMPROVED OR REPLACED WITH AN ACCEPTABLE ALlERNAlE AS SOON AS IT IS SAFE TO 00 SO. THE FAILURE OF A BMP INOICA!FS IT WAS NOT AOE{){JATE FOR THE CIRCUMSTANCES IN WHICH IT WAS SEO. REPAIRS ANO REPLACEMENT MUST THEREFORE PUT A MORE ROBUST BMP MEASURE IN PLACE 22. ALL CONS1RUC170N EMPLOrEES MUST BE 7RAINEO ON THE IMPORTANCE OF STORM WA!FR POLLU170N PREVEN110N ANO BMP MA/NlFNANCE M"A lHER TRICCEREO ACllON PLAN THE DEVELOPER SHALL DEPLOY STANDBY BEST MANAGEMENT PRAC17CE MEASURES TO COl,IPLE!El.Y PRO!FCT THE EXPOSED POR170NS OF THE Sil£ WITHIN 48 HOURS OF A PREO/CTEO STORM EVENT (A PREO/ClEO STORM EVENT IS OERNEO AS A FORECASTEO, 40% CHANCE OF RAIN BY THE NA170NAL WEATHER SERl1CE), IN A00/170N TO BMPs /MPLEMEN!FO r£AR-AROUNO INCLUO/NC PERIMElER CONTROL, WINO EROSION CONTROL, TRACK/NC, NON-STORM WATER CONTROL, WASlE MANAGEMENT, ANO MAlERIALS POLLU170N CONTROL THE NA170NAL WEATHER SERl4CE WEATHER FORECAST SHALL BE MONITOREO ANO USED BY THE DEVELOPER ON A /JA/LY BASIS. IF PREC/PITA170N IS PREO/ClEO (40% CHANCE OF RAIN), THEN THE NECESSARY JIIA!FR POLLU170N CONTROL PRAC17CES SHALL BE OEPL0r£0 WITH 48 HOURS ANO PRIOR TO THE ONSET OF THE PRECIPITA170N. THE OEPLOYIJENT OF THE BMPS SHALL INCL/JOE BUT NOT BE L/M/lFO TO GRAVEL BAGS ANO SILT FENCES. A MINIMUM OF 125% OF THE MATERIAL NEEllEO TO INSTALL STANDBY BEST MANAGEMENT PRAC17CES MEASURES TO PROTECT THE EXPOSED AREAS FROM EROSION ANO PREVENT SEDIMENT 0/SCHARCES, MUST BE STORED ON-Sil£ AREAS THAT HAVE ALREADY BEEN PROTECTED FROl,I EROSION US/NC PHYSICAL STABILIZA170N OR ESTABLISHED VEGETA170N STAB/LIZA170N BMPS AS OETERMINEO BY THE CITY OR CARLSBAD, ARE NOT CONSIOERE/J TO BE "EXPOSED' FOR THE PURPOSES OF "WEATHER 7RICGEREO AC170N PLAN: AN AOE{){JA 1£ SOURCE OF E{){JIPMENT ANO WORKERS SHALL BE AVAILABLE FOR DEPLOYMENT OF "WEATHER 7RICCEREO BMPS"' TIER 2 CITY STORM WATER POLLUTION PREVENTION PLAN (TIER 2 SWPPP) SW 16-141 ER0.570N CONlli'Ol PLANllNC ANO !RR/CA 770N ALL PERMANENT ANO lFMPORARY EROSION CONTROL PLAN17NC ANO IRRICA170N SHALL BE INSTALLED ANO MAINTAINED AS RE{){JIREO IN SEC170N 212 OF THE STANDARD SPEC/RCA170NS ANO THE FOLLOW/NC: A. HYIJRO-SEEO/NC SHALL BE APPLIED TO.· 1. ALL SLOPES THAT ARE CRAOEll 6.·1 (HORIZONTAL TO VER17CAL) OR STEEPER MIEN THEY ARE' OESCR/PllON SE-5, RBER ROLL SE-6, GRAVEL BAC LECENP SYMBOL -• VICINITY CITY OF OCEANSIDE HIGHWAY 78 --• MAP NOT TO SCALE CITY OF VISTA a. THREE FEET OR MORE IN HBCHT AND ADJACENT TO A PUBLIC WALL OR STREET. TR-!, STABILIZED CONS1RUC170N ENTRANCE tfil:RlillHllltSrui b. ALL SLOPES 4 FEET OR MORE IN HBCHT. 2. AREAS CRAOED fZATllJ? THAN 6:/ WHEN ANY OF THE FOLLOWING CON0/170NS £)(/ST: a. NOT SCHEOULEO FOR IMPROVEMENIS(CONS7RUC170N OR GENERAL LANOSCAPINC) WITHIN 60 OA YS OF ROUCH CRAO/NG'. b. /OEN17REO BY THE PARKS ANO RECREA170N DIRECTOR AS HIGHLY 14SIBLE TO THE PUBLIC. c, HAVE ANY SPECIAL CON0/170N IOEN17REO BY THE CITY ENC/NEER THAT WARRAN.IS IMMEDIATE TREATMENT. B. HYIJROSEE/JINC AREAS SHALL BE IRRICAlEO IN ACCORDANCE WITH THE FOLLOW/NC CRITERIA: 1. ALL SLOPES THAT ARE CRADE/J 6:1 OR STEEPER ANO THAT AR£· a. THREE TO BCHT FEET IN HEIGHT SHALL BE IRRIGATED BY HANO WAJER/NC FROM OU/CK CO/IPLERS/1-IOSE BIBS OR A CONVEN170NAL SYSJEM OF LOW PRECIPITA170N SPRINKLER HEADS PROl4DINC 100% COVERAGE b.CREA!FR THAN 8 FEET IN HBCHT SHALL BE JIIATERE/J BY A CONVENTIONAL SYSTEM OF LOW PRECIPITA170N SPRINKLER HEA/JS PR0/10/NC 100% COVERAGE 2. AREAS SLOPED LESS THAN 6.· 1 SHALL BE /RR/CA TEO AS APPROVED BY THE CITY EN67NEER, PRIOR TO HYIJRO-SEE/JING'. THE /JEVELOPER SHALL SUBMIT A PROPOSED SCHEME TO PROl40E /RR/CAT/ON TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPEC/RC RECAR/JING THE NUMBERS, TrPES ANO COSTS OF THE ELEMENIS OF THE PROPOSED SYS!FM. 3. IRRICA170N SHALL MAINTAIN THE MO/STI/RE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYIJRO-SEEOE/J GROWTH. C. HYIJRO-SEEOINC Ml)( SHALL CONSIST OF ALL OF THE FOLLOWING.· 1. SEEll Ml)( SHALL CONSIST OF NO LESS THAN.· a. 20 lbs. PER ACRE OF ROSE CLOVER b. 20 lbs. PER ACRE OF ZORRO FESCUE c. J lbs. PER ACRE OF E SCHOOL CIA CALIFORNICA d 4 lbs. PER ACRE OF ACH/LLEA MILLEFOLIA e. J lbs. PER ACRE OF AL YSSUM (CARPET OF SNOW) f. 1/2 lb. PER ACRE OF 0/MORPHOLECA g. /!EMS c,de, ANO f OF THIS SI/BSEC170N MAY BE Ol,I/TlE/J ON LOCATIONS WHERE THE AREA BBNG HYIJRO-SEEOE/J IS NOT 14SIBLE /7?(}1,1 BTHER A PUBLIC STREET OR RESI/JENTIAL S7RUCTI/RES. Ii. llEM a OF THIS SUBSECTION MUST BE INOC/JLA 1£0 WITH A NllROCEN RX/NC BACJERIA ANO APPL/E/J ORY BTHER BY OR/LL/NC OR BROADCAST/NC BEFORE HYIJRO-SEEDING'. i ALL SEEO MAlER/ALS SHALL BE 7RANSPORTEO TO THE JOBS/1£ IN 1/NOPENE/J CONTAINERS WITH THE CALIFORNIA DEPARTMENT OF FOOD ANO ACR/CULTI/RE CERTIRCATION TAC ATTACHE/J TO, OR PRINJED ON SA/0 CONTAINERS. j NON-PHYTO-TO)(fC WETTING ACENIS MAY BE A/J/JE/J TO THE HYDRO-SEEO SLURRY AT THE /JISCRETION OF THE CONTRACTOR. 2. TrPE 1 MULCH APPLIED AT THE RAlE OF NO LESS THAN 2000 lbs PER ACRE TrPE 6 MULCH (STRAW) MAY BE SUBSTITl/lFO, ALL OR PART, FOR HYIJRAULICALLY APPL/E/J RBER MATERIAL. WHEN STRAW IS USEO, IT MUST BE ANCHORE/J TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSIST/NC OF AMMONIUM PHOSPHAJE SULFA!F, 16-20-0, WITH 15% SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE 0. AREAS TO BE HYIJRO-SEE/JEO SHALL BE PREPARE/J PRIOR TO HYDRO SEE/J/NC B>:- 1. ROUGHEN/NC THE SURFACE TO BE PLAN!FO BY ANY OR A COl,IB/NATION Of: a. TRACK WALK/NC SLOPES SlEEPER THAN 6.· 1 b. HARROW/NC AREAS 6.· 1 OR FLA TJER THAT ARE SI/FRCIEN 1l Y R?IABLE c, RIPP/NC AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE 2. CON0/170NINC THE SOILS SO THAT IT IS SUITABLE FOR PLANT/NC B>:- a. A/JJlJSTINC THE SURFACE SOIL MO/STI/RE TO PROl40E A DAMP BUT NOT SATI/RATE/J SEEO BE/J. b. THE A/J/JITION OF SOIL AMEN/JMENT5, PH ADJUSTMENT, LEACHING OR COVER/NC SALINE SOILS TO PROl40£0 WABLE CON/J/TIONS FOR GROWTH. £ HYIJRO-SEE/JEO AREAS SHALL BE MAINTAINE/J TO PR0/10£ A 14GOROUS GROWTH UN17L THE PROJECT IS PERMANEN1l Y LAN/JSCAPEO OR, FOR AREAS WHERE HYIJRO-SEE/JINC IS THE PERMANENT LAN/JSCAP/NC, UNTIL THE PROJECT IS COl,IPLE!FO ANO ALL BONDS RELEASED. 2. ALL SLOPES SHALL HAVE IRRICA170N INSTALLE/J ANO BE STABILIZEO, PLANTED ANO/OR HYIJROSEE/JEIJ H1THIN lFN (10) DAYS OF THE 17ME WHEN EACH SLOPE IS BROUGHT TO CRA/JE AS SHOWN ON THE APPROVED CRA/JINC PLANS. PLANS. 3. SHO/ILO GERMINATION OF HYIJROSEEOE/J SLOPES FAIL TO PROl4/JE EFRCIENT COVERAGE OF GRADING SLOPES (90% COVERAGE) PRIOR TO OCTOBER !, THE SLOPES SHALL BE STABIL/ZE/J BY AN APPROPRIATE EROSION CONTROL MAmNC MAlERIAL APPROVE/J BY THE PUBLIC WORKS INSPECTOR. 4. LAN/JSCAPINC SHALL BE ACCOMPLISHED ON ALL SLOPES ANO PAOS AS REOUIREO BY THE CITY OF CARLSBAD LAN/JSCAPE MANUAL, THE LANOSCAPINC PLANS FOR THIS PROJECT OR AS /JIRECTEO BY THE CITY ENC/NEER OF PLANNING IJIRECTOR. 5 THE OWNER/APPLICANT SHALL ENSURE THAT ALL CONTRACTORS SHALL COOROINAJE THE WORK OF THIS CONSTRUCTION Sl'IPP SHOWN ON ANY CRAO/NC PLANS, LAN/JSCAPE ANO /RR/CATION PLANS, ANO IMPROVEMENT PLANS AS RE{){J/REO FOR THIS PROJECT WORK. SE-10 INLET PROTECTION NS-8, VEHICLE ANO E{){J/PMENT CLEAN/NC NS-9, VEHICLE ANO EQUIPMENT fl/EL/NC NS-JO, VEHICLE ANO EQUIPMENT MAINTENANCE HM-!, MATERIAL /JELIVERY ANO STORAGE HM-2, MAJER/AL USE HM-5, SOL/0 WASTE MANAGEMENT CASQA BMP NAME BMP# (CHECK IF USED) EROSION CON moL BMPs EC-I SCHEllULINC EC-2 PRESERVATION OF £%/S17NC VECETA170N EC-4 HWROSEElJINC EC-5 SCl'L 8/N/JERS EC-6 SlRAIY All/LCH EC-7 GEOTEXllLES & MAIS EC-8 llfJ//L/J MULCH/NC EC-9 EARTH 0/KES ANO ORA/NACE SWALES EC-10 /,f'/.OC/TY 0/SSIPA 170N EC-II SLOPE ORA/NS SEDIMENT CONTROL BMPs SE-! SILTfENCE SE-J SElJ/MENT TRAP SE--1 CHECI( OM/ SE-5 RBER ROLLS SE-6 0i'A /,fl BAC BERM SE-7 STREET S/#£EPINC ANO VACI/I/Al/NC SE-8 SANOBAC BARRIER SE-9 SlRAlr BALE BARRIER SE-10 STORM IJRAIN INLET PROTE'C170N NS-8 NS-9 NS-JO IY/;l-1 HM-2 lfM-5 ✓ ✓ ✓ ✓ ✓ ✓ WIND EROSION CONTROL BMPs WE-! llfNO EROSION CONTROL TRACKING CONTROL BMPs lR-1 STABILIZEO CONS7RUC170N IN6WE.SS,A°CRESS ✓ ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~c~ y/4~ RfiBERT D. DENTINO DATE RCE: 45629 ¢, D. Dq,,,_~ ~a ~% ~ t:e No. 45629 O l;l i< Jt C/V\\, ~ PACIFIC OCEAN ITE CASQA BMP NAME BMP# (CHECK IF USED) ✓ NON-STORM WATER MANAGEMENT BMPs NS-8 f,£H/Cf.E ANO EOIJIPMENT ✓ • CLEAN/NC NS-9 f,£H/aE ANO EOIJIPMENT ✓ Fl/EUNG NS-10 l,£HlaE ANO EOIJIPMENT ✓ MAINTENANCE WASTE' MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs IMl-1 MA !ER/AL OEL/VER Y ANO ✓ STORAGE IMl-2 MA !ER/AL USE ✓ IMI-J STOCKPIIE MANA&ENT IMl--1 SPILL PREl£N170N ANO CON7RO!. IMl-5 SOl./0 WASTE MANACEAIENT ✓ IMl-6 HAZARIJ(J(JS IYASTE' IIANA&ENT IMl-7 CON TAM/NA 1E1) .m'L MANACEJIENT IMl-8 CONCRETE IYASlE ✓ MANACEJIENT IMl-9 SAN/TAR Y/SEP17C WASTE MANACEAIENT IMl-10 LIOIJ/0 IYASTE MANACEJIENT IMl-11 MAlERIAL OELIVERY ANO STORAGE IMl-12 MATERIAL //SE OWNER'S._ C£R71RCA710N: I UNOERSTAN/J ANO ACKNO/lt.EOGE THAT I MUST: (!) IMPLEMENT BEST MANAGEMENT PRACTICES (BMPs) 01/R/NC CONSTRUCTION ACT/1417ES TO THE MA)(fMIJM EXTENT PRAC17CABLE AVCV/J THE EXPOSURE OF STORM WATER TO CONSTRUCTION RELA!FO POLLUTANTS.· ANO (2) ADHERE TO, ANO AT ALL TIMES CMOPLY WITH THIS CITY APPROVED 17ER 2 CONS7RUC170N Sl'IPPP THROUGHOUT THE /JURA 170N OF THE CONSTRUCTION ACT/1417£S UNTIL THE CONSTRUCTION WORK IS COl,IPLEJE ANO S/GNEll OfF BY THE CITY OF CARLSBAD. '-1-5-IL OWNER(S) / OilWER'S AGENT NAME (PRINT) /Ja-J j.Jl~-- OAlE OWNER(.'j} / OHNER'S A CENT NAM£ (SIGNA Tl/RE) OA!F J. 78. 76 RO AO/J SHEET 58 FOR 17ER 2 Sl'IPPP FOR LOT 15 CRAO/NC DATE INITIAL DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY OF ENCINITAS SHEET INOEX: SHEET 58.· Till£ SHEET SHEET 59: Sil£ PLAN SHEET & DETAILS APN: 223-053-0!0 SllF AOORESS: J445 14A MONlEBELLO C4RLSBAIJ. CA 92009 AREA OF 0/Sll/RBANCE AREA OF 0/STI/RBANCE J6.JOO S.F. CONSIRUCllON lHREAT: CONS7RUC170N THREAT TO STORM WA!FR {){JAL/TY (CHECK 80)(): ~/CH □MEO/UM OWNER/APPLICANT: NAME TERRAMAR RETAIL CENTERS /JUAN ARRIAGA A/J/JRESS.-59/J A VENI/JA ENCINAS. SUITE JOO CARLSBAD. CA 92008 1El.EPHONE NO.: 760.804.8600 EMERGENCY CONTACT: NAME TERRAMAR RETAIL CENlERS /JiJAN ARRIACA AOORESS.· 59/J A VENI/JA ENCINAS. SUITE JOO CARLSBAD. CA 92008 1El.EPHONE NO.: 760.804.8600 "AS BUILT" RCE EXP. DATE REVIEWED BY: INSPECTOR DATE DATE INITIAL CITY APPROVAL SHEET 58 CITY OF CARLSBAD LAND DEVELOPMENT ENGINEERING SHEETS 59 GRADING PLAN FOR: LA COSTA TOWN SQUARE COMMERCIAL TIER LEVEL 2 SWPPP FOR LOT 15 APPROVED)1_Aso, .,&£~PERT 1..;, 5 . Z.ol I:, C-IT_Y_E_N-Gl-~.c..+R~P~E~6~39-1~2~EX_P_IR_E_S_0_9_3_0_1_6 __ DATE DWN BY: TJ CHKD BY: __ _ RVWD BY: PROJECT NO, CT 01-09 I DRAWING NO. . 409-4C ~ ~ I ~ jj El ~~□ "c gfi:J~ •"m ~~ m " • • )> ll ~z ~z~ ,c_ ... ~a ~Pi! LI -"m ii m • m ~ 1~1 rn SI ,, ~ I~~ "~8 1? 0 c l;s m Cl "' JJ ;:o I"~ ,, < '~ LI • ,, > " ~ 2 ;~ z~ "" C ,11 S::I :~ CTI ~ ~m ~ ~ !TI 'f 81 s: ro z ' 2 m m ~ I I I f I ~ ~ j.~ mo "! 0 O tac ii 93 ~ ., ro I'~ : cl • I'~ ' 'Q " 2 i' z ~ i! C: , 1;:I ., m i; 'il r"m t 81~ I ~z 7 "" ,: § p I (11 0C) 0 -(11 (0 Cl I 2 !il 2 C: ~ OJ m lJ Cl II ~ 2 !il 2 C: ~ OJ m D ti D ~ -2 C'J 2 C: s: !II m D \ \ \ \ !~::::::;:;::===--:"-=ci=cfil--~ -, SCALE t• = 10' --- * - ------0 JO 20 30 40 .. * .. .. .. * * --------------* * --• --• • * * ~ * • • * --.----,..----- ENGINEER OF WORK EXCEL ENGINEERING LAND PLANNING • ENGINEERING • SURVEYING 440 STA TE PLACE, ESCONDIDO, CA 92029 PH (760)745-8118 FAX (760)745-1890 ~o~-- Rosooo: DENTINO RCE: 45629 NS-8 NS-9 NS-10 ¢, D. 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