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HomeMy WebLinkAboutDWG 475-2B; CT 08-03; LA COSTA TOWN SQUARE RESIDENTIAL; 01-22GRADING NO TES ( IN ADDITION TO Tf/E REOUIREMENTS OF Cr/APTER 15. 16 OF Tf/£ CARLSBAD MUNICIPAL CODE./ I. Tr/IS PLAN SUPERSEDES ALL OTHER PLANS PREVIOUSLY APPROVED BY Tf!E Cl TY OF CARL SBAO REGARD I NG GRAD I NG SHOWN ON TH IS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WA I VE ANY PORTION OF THE CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SI/ALL REVISE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. 3. Cl TY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER OR ENGINEER-OF- WORK FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS ANO OMISSIONS DISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SI/ALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERM/ T FROM THE Cl TY ENGINEER WILL BE REOUIREO FOR ANY WORK IN THE PUBLIC RIGHT OF WAY. PRIOR TO PERM! T ISSUANCE, A CERTIFICATE OF INSURANCE MUST BE FILED NAMING THE Cl TY OF CARLSBAD AS AN ADDITIONAL INSUREO ON THE PERMITTEE'S POLICY IN TIIE MINIMUM AMOUNT OF $/, 000, 000. 00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY WR/ TING TIIE POLICY MUST HAVE A RATING OF •A-" OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABLISIIEO BY "BESTS" KEY RATING GU/OE. 5. UNLESS EXEMPTED BY SECTION 301. (b/5 OF THE UNIFORM BU/LO/NG CODE, RETAINING WALLS OUTSIDE OF PUBLIC RIGHT OF WAY REQUIRE SEPARATE PERM! TS FROM TIIE BU/LO/NG DEPARTMENT. 6. NO WORK SHALL BE CO/,MENCEO UNTIL ALL PERMITS HAVE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF Tl/ESE PLANS BY TIIE Cl TY ENGINEER DOES NOT AUTIIORIZE ANY WORK OR GRADING TO BE PERFORMED UNTIL Tl!E PROPERTY OWNER·s PERMISSION I/AS BEEN OBTAINED ANO A VAL /0 GRADING PERMIT I/AS BEEN ISSUED 8. NO REVISIONS WILL BE MADE TO THESE PLANS WITHOUT THE WR/ TTEN APPROVAL OF THE CITY ENGINEER, NOTED W/Tfl/N THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO THE Tl TLE SHEET. 9. ORIGINAL DRAWINGS SI/ALL BECOME THE PROPERTY OF THE Cl TY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL DRAWING SHALL BE REV/SEO ro REFLECT AS-BUILT CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF TIIE WORK BY THE Cl TY. II. ACCESS FOR FIRE ANO OTIIER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SI TE AT ALL TIMES OUR/NG CONSTRUCTION. 12. WHERE TRENCHES ARE WI THIN Cl TY EASEMENTS, A SOILS REPORT COMPRISED OF, (Al SUWARY SHEET, (Bl LABORATORY WORK SHEETS ANO (Cl COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPL /ED SOILS MECHANICS. THE SOILS REPORT WILL BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WI Tl/IN TWO WORKING DAYS OF THE COMPLETION OF FIELD TESTS. /3. A SOILS COMPACTION REPORT ANO COMPLIANCE VERIFICATION REGARDING AOIIERENCE TO RECOWENOATIONS OUTL !NED IN Tl/£ SOILS REPORT IS REQUIRED PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. ALL CONTROLLED GRADING SI/ALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF Tl/£ STATE OF CAL !FORNI A PR/NC/PALLY DOING BUSINESS IN TH£ FIELD OF APPL !ED SOILS MECHANICS. ALL FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WIT/I TIIE CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO TIIE • EARTHWORK SPECIFICATIONS " ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELD COMPACTION REPORTS WILL BE SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTION MEETING SHALL BE HELO AT Tl/£ SI TE PRIOR TO Tl/£ BEGINNING OF WORK ANO SI/ALL BE ATTENDED BY ALL REPRESENTATIVES RESPONSIBLE FOR CONSTRUCTION INSPECTION SUPERVISION TESTING ANO All OTIIER ASPECTS OF Tl/£ WORK. Tl/£ CONTRACTOR SI/ALL SCHEDULE Tl/£ MEETING BY CALLING /760/ 438-389I AT LEAST FIVE /5I WORKING DAYS PRIOR TO STARTING CONSTRUCTION. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCIIEOULING. Tl/£ GRADING PERMIT WILL BE PROV/OED BY Tl/£ PROJECT INSPECTOR AT TIIE MEETING. 15. ALL INSPECTION REQUESTS OTHER THAN FOR PT/ECONSTRUCTION MEETING WILL BE MADE BY CALL ING THE ENGINEERING 24-1/0UR INSPECTION REQUEST L /NE AT /760/ 438-389I INSPECTION REOUESTS MUST 8£ RECEIVED PRIOR TO 2.-00 P.M. ON Tl/£ OAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS WILL BE MADE Tl/£ NEXT WORK DAY UNLESS YOU REOUEST OTHERWISE. REQUESTS MADE AFTER 2.·00 P.M. WILL 8£ SCIIEOULEO FOR TWO FULL WORK DAYS LATER. 16. Tl/£ OWNER ANO/OR APPLICANT TIIROUG/1 THE DEVELOPER ANO/OIi CONTRACTOR SI/ALL DESIGN, CONSTRUCT ANO MAINTAIN ALL SAFETY DEVICES, INCLUDING SI/OR/NG, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL. STATE ANO FEDERAL SAFETY ANO HEALTH STANDARDS, LAWS AND REGULATIONS. I 7. Tl/£ CONTRACTOR SI/ALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMI TT/NG A DETAIL PLAN TO THE Cl TY ENGINEER ANO/OR CONCERNED AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTIIER PROVISIONS TO BE MADE OF WORKER PROTECTION FROM Tl/£ HAZARD OF CAVING GROUND OUR/NG Tl/£ EXCAVATION OF SUC/1 TRENCH OR TRENCHES OR DURING Tl/£ PIPE INSTALLATION THEREIN. Tl/IS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET /5'/ OR MORE IN DEPTH ANO APPROVED BY Tl/£ CITY ENGINEER ANO/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF Tl/£ PLAN VARIES FROM Tl/£ SI/OR/NG SYSTEM STANDARDS ESTABL !SHED BY TIIE CONSTRUCTION SAFETY ORDERS Tl TLE 8 CALIFORNIA ADMINISTRATIVE CODE THE PLAN SHALL BE PREPAREO BY A REGISTERED ENGINEER AT THE CONTRACTORS EXPENSE. A COPY OF THE OSI/A EXCAVATION PERM! r MUST BE SUBMI TTEO TO THE INSPECTOR PRIOR TO EXCA VA Tl ON. 18. NO BLASTING SI/ALL BE PERFORMED UNTIL A VAL /0 BLASTING PERM! T I/AS BEEN OBTAINED FROM THE CITY OF CARLSBAD. SUBMIT APPLICATION FOR BLASTING PERM/ T WELL IN ADVANCE OF THE SCHEOUL ING OF BLASTING OPERATIONS. /9. IF ANY ARCIIAEOLOG!CAL RESOURCES ARE 0/SCOVE/IEO W!T/1/N ANY WORK AREA DURING CONSTRUCTION, OPERATIONS WILL CEASE !WEOIATELY, ANO Tl/£ PERM/TT££ WILL NOTIFY THE CITY ENGINEER. OPERATIONS WILL NOT RESTART UNTIL THE PERMITTEE HAS RECEIVED WRITTEN AUTHORITY FROM Tl/£ CITY ENGINEER TO 00 SO. 20. ALL OPERATIONS CONDUCTED ON Tl/£ SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTf!MOVING EOUIPMENT, CONSTRUCTION EOUIPMENT ANO ANY OTHER ASSOCIATED GRAD/NO EOUIPMENT SHALL BE LIM/TEO TO Tl/£ PERIOD BETWEEN 7.-00 A.M. ANO SUNSET EACH DAY, MONDAY Tl/RU FRIDAY ANO NO EARTIIMOV!NG OR GRADING OPERATIONS SI/ALL BE CONDUCTED ON WEEKENDS OR HOLIDAYS. (A LIST OF CITY 1/0LIOAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER./ 21. ALL OFF-SITE HAUL ROUTES Sf/ALL BE SUBMITTED BY THE CONTRACTOfl ro THE Cl TY ENGINEER FOR APPROVAL TWO FULL WORKING DAYS PRIOR ro BEGINNING OF WORK. 22. IMPORT MATERIAL Sf/ALL BE OBTAINED FROM, ANO WASTE MATERIAL SI/ALL BE OEPOSI TEO AT, A SI TE APPROVED BY THE Cl TY ENGINEER. Tf/E CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG TIIE I/AUL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPERATION. 23. BRUS/I SHALL BE REMOVED ONLY WI THIN Tl/£ AREA ro BE GRADED NO TREES ARE TO BE REMOVED UNLESS SPECIF/CALLY NO TEO ON THE PLAN. 24. ALL AREAS SHALL BE GRADED TO DRAIN. GRADING RESULTING IN Tl/£ PONO/NG OF WATER JS NOT PERM/ TTEO. ALL EARTHEN SWALES ANO Of TCHES Sf/ALL I/AVE A MINIMUM ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVED SET OF EROSION CONTROL PLANS. EROSION CONTROL SI/ALL BE AS SHOWN ANO AS APPROVED BY Tl/£ Cl TY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SI/ALL BE TR//,MEO TO A FINISH GRADE TO PRODUCE A UNIFORM SURFACEANOCROSSSECTION. Tl/ES/TE SI/ALL BE LEFT IN A NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OT/ OTHER OEBRIS Sf/ALL BE REMOVED ANO DISPOSED OF AT A SI TE APPROVED OF BY THE Cl TY ENGINEER. CARLSBAD TRACT NO. C. T. 08-03 ' LA COSTA TOWN SQUARE 27 ALL SLOPES SI/ALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR IIYOROSEEOEO WI Tf/lN TEN I 10/ DAYS OF THE TIME WHEN EAC/1 SLOPE IS BROUGIIT TO GRADE AS SI/OWN ON THE APPROVED GRADING PLANS. 28. 29. LANDSCAPING SHALL 8£ ACCOMPL ISi/ED ON ALL SLOPES ANO PADS AS REQUIRED BY Tl/£ CITY OF CARLSBAD LANDSCAPE MANUAL, Tl/£ LANDSCAPING PLANS FOR THIS PROJECT. DRAWING NO. 415-2L. ANO/OR AS 0/RECTEO BY THE Cl TY ENGINEER OR PLANNING DIRECTOR. THE OWNER/APPLICANT SHALL INSURE Tf/AT ALL CONTRACTORS·SHALL COORDINATE TIIE WORK OF Tl/ESE GRADING PLANS WI Tl! Tl/AT Sf/OWN ON BOTfl Tf/E LANDSCAPE ANO /RR/GA TION PLANS ANO THE IMPROVEMENT PLANS AS REQUIREO FOR Tf/1 S WORK IN ACCOROANCE WI Tl/ Tl/£ LANDSCAPE MANUAL TIME REOUIREMENTS. 30. STORM DRAIN PIPE Sf/ALL BE REINFORCED CONCRETE PIPE WIT/I A MINIMUM 0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES. UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS Tl/AN 15 FEET ANO BACKFILLED WI Tl/ 3/4" ROCK PER SORSO S-4 TYPE ·c· ANO PIPE MEETS ASTM STANDARD 3034 FOTI SOR 35 SOL IO WALL PI PE. 31. WHERE AN EXISTING PIPE LINE IS TO BE ABANDONED AS A RESULT OF THE GRADING OPERATION, IT SI/ALL BE REMOVED WI Tl/IN TWENTY FEET OF BU/LO/NG OR STREET AREAS ANO REPLACED WI Tl! PROPERLY COMPACTED SOILS. IN Off/ER AREAS THE PIPE WILL BE PLUGGED WI TH CONCRETE OR REMOVED AS APPROVED BY TIIE Cl TY ENGINEER ANO/OR THE GEOTECHNICAL ENGINEER. 32. TIIE CONTRACTOR SI/ALL VERIFY Tl/£ LOCATION OF ALL EXISTING FACILITIES 33. (ABOVE GROUND ANO UNDER GROUND/ WIT/1/N THE PROJECT SITE SUFFICIENTLY AIIEAO OF GRADING TO PERMIT Tl/£ REVISION OF TIIE GRADING PLANS IF IT IS FOUND Tl/AT TNE ACTUAL LOCATIONS ARE IN CONFLICT WI TH TIIE PROPOSED WORK. THE CONTRACTOR SI/ALL NOTIFY AFFECTED UT/LI TY COMPANIES (SEE BELOW/ AT LEAST 2 FULL WORKING DAYS PRIOR TO STARTING GRADING NEAR TIIEIR FACILITIES AND SI/ALL COORDINATE Tl/£ WORK WITH A COMPANY REPRESENTATIVE. UNDERGROUND SERVICE ALERT (800) 422-4/33 SOGBE (800) 660-7343 SBC (800) 892-0123 TIME WARNER CABLE (760) 438-7741 CITY OF CARLSBAD (STREETS 8 STORM DRAIN/ (760) 434-2980 Cl TY OF CARLSBAD (SEWETI, WATER 8 RECLA/MEO WATER/ (760) 438-2722 BUENA SAN/ TAT/ON DISTRICT (760) 726-/J40 (X /374) OLIVEN/IA IN MUNICIPAL WATER DISTRICT (760) 753-6466 LEUCAOIA WASTEWATER DISTRICT (760) 753-0155 34. PERM/ T COMPLIANCE REQUIREMENTS, A. 8. • FOR CONTROLLED GRADING-THE APPLICANT I/IRES A CIVIL ENGINEER, SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL Tl/£ WORK IN PT/OGRESS (15.16.120 A. 8} CARLSBAD MUNICIPAL CODE. PRIOR ro FINAL APPROVAL OF A GRADING PERM/ T-Tl/£ FOLLOWING REPORTS MUST BE SUBMITTED TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR (/5 16. 120. 9 8 10} CARLSBAD MUNICIPAL CODE, /!) /2) /31 FINAL REPORT BY SUPERVISING GRADING ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOPE PLANTING ANO /RR/GA TION ARE INSTALLED IN CONFORMANCE WI Tl/ Cl TY CODE AND THE APPROVED PLANS /OBTAIN SAMPLE OF COMPLIANCE LETTER FROM Cl TY ENGINEERING DEPARTMENT/ . AS-BUil r GRADING PLAN. REPORT FROM Tf/E SOILS ENGINEER, l'lrl/Cf/ INCLUDES f/ECO/,MENOEO SOIL BEARING CAPAC/ TIES, A STATEMENT AS TO TI/E EXPANSIVE OUALI TY OF THE SO IL , ANO SUWAR I ES OF FIELD ANO LABORATOf/Y TESTS. THE REPORT Sf/ALL ALSO INCLUDE A STATEMENT BY Tf!E SOILS ENGINEER Tf/AT TIIE GRADING WAS DONE IN ACCORDANCE WI Tfl THE REQUIREMENTS AND RECOWENOATIONS OUTL !NED IN Tl/£ PRELIMINARY SOILS REPORT ANO ANY SUPPLEMENTS THERETO. /4/ f/EPORT WI Tl/ AS-BUILT GEOLOGIC PLAN, .<5 REQUIRED BY TIIE Cl TY. RC Rf.SOLL/TIO•"( f\J<) fo58?, G0~l.f)/Tt0"! ")1- 35. UNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED W!Tfl/N ONE/!/ 36. YEAR AFTEfl THE CITY ENGINEER'S APPROVAL, THESE PLANS MAY 8£ REQUIRED TO BE RESUBMI TTEO FOR PLANCHECK. PLANCIIECK FEES WILL 8£ REOUIREO FOR ANY SUCH RECHECK. Tl/£ SOILS REPORT Tl TLEO GEOTECI/NICAL INVESTIGATION -LA COSTA TOWN SOUARE f/ESIOENTIAL EAST DEVELOPMENT CAf/LSBAD CALIFORNIA BY SOUTHERN CALIFORNIA SOIL 8 TESTING, INC., DATED JANUARY 3, 2012, SI/ALL BE CONSIDERED AS PARTS OF THIS PLAN. ALL GRAOING SI/ALL BE OONE IN ACCORDANCE WI Tl/ Tl/£ RECOM,!ENOATIONS ANO SPECIFICATIONS IN SAID SOILS REPORT. ENGINEERS NOTES /. REVISION OF ff/ESE PLANS MAY BE REOUIREO IF THE PROPOSED CRADINC AND /1./PROI/EMENTS ARE NOT CONSTRUCTED PRIOR ro ff/[ OEAOLINE OATE OF THE IMPROI/EMENT ACR[EMENT. RESIDENTIAL EARTHWORK QUANTITIES cur-258,000 CY FILL: 180,000 CY BULK: 50,000 CY Sf/RINK: 12,000 CY EXPORT.· 116,000 CY' REMEDIAL: 80,000 CY ' EXPORT TO CO TO COMMERCIAL SITE (PARCEL 3) NOTES-I. THESE OUANTIT/ES ARE FOR BOND/NC PURPOSES ONLY. CONTRACTOR TO I/ER/FY TO HIS SATISFACTION. 2. CONTRACTOR Sf/ALL SUBMIT AND RECEIVE APPROVAL FROM CITY FOR HAUL ROUTES PRIOR TO /-/AUL/NC DIRT OR CONSTRUCT/ON MATERIALS TO OR FROM TIIE·SITE. PROJECT LOCATION ASSESSOR'S PARCEL No. 223-050-74 THE CALIFORNIA COORO/NA IE INOEX OF THIS PROJECT IS 334N-/695E (CCS 27) SOURCE OF TOPOGRAPHY TOIWLL AERIAL SURVEYS OA TED APRIL 10, 2007 LEGAL DESCRIPTION PARCEL 4 OF PARCEL MAP No. 20982 IN THE CITY OF CARLSBAD, COUNTY OF SAN 0/ECD, STATE OF CALIFORNIA. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURvEY IS THE CALIFORNIA COOROINA TE SYSTEM -/983, ZONE W, 199/.35 EPOCH, NORTH AMERICAN DATUM OF 1983 (NA083), G'R/0 BEARING'S BETl'IEEN STATION 10 ANO STATION II AS SAID COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURvEY CONTROL NETWORK ESfABL/Sf/ED BY RECORD OF SURVEY No. 17271, FILED IN THE OFFICE OF Tf!E SAN DIEG'O COUNTY RECORDER OF FEBRUARY 8, 2002. i.e. N57'27'Jl"E REFERENCE DRAWINGS DRAW/NC NO. 222-1 IMPROvEMENT OF LA COSTA AvE & RANCHO SANTA FE RD. DRAW/NC NO. 176-2 11./PROvEMENTS FOR RANCHO SANTA FE RO ORAl'IINC NO. 397-/ /1./PROvEMENTS FOR PASEO LUPINO DRAW/NC NO. 368-2 DRAW/NC NO. 391-/F SHEETS 3 & 4 OF 15 PER OMl'ID S0-00/-464-04 DRAW/NC NO. 409-4A ORA WING' NO. 409-48 ORA WINC NO. 474-74 OMWD NOT£ NO CRAB/NC SHALL OCCUR 01/ER EXISTING FACILITIES /WTIIOUT APPROVAL FROM Tf/E 015 TRIC f. ALSO, ALL EX/5 TINC FA C/LI TIES MUS! BE KEPT IN SERVICE UNTIL NEW FACILITIES ARE INSTALLED, OPERATIONAL ANO ACCEPTED BY O.M. W.D. _________ .,,-____ ______,. . .. - .,-----r· --ASSUMPTIOIY OF R!'?>PONSIBLE 2. THE EXISTENCE ANO LOCATION OF UTILITY 5/RUCTURES ANO FACILITIES SHOWN ON THE CONSTRUCT/ON PLANS l'IERE OB!AINEO BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF Off/ER UTILITY FACILITIES OR STRUCTURES NOT Sf/OWN OR IN A LOCATION DIFFERENT FROM THAT SHOWN ON /HE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS ANO ANY OTHER DOST/NC FACILITIES OR S/RUCTURES NOT SHOWN. J. THE CONTRACTOR St/ALL I/ER/FY THE LOCATION OF ALL EXIST/NC FACILITIES (ABOvECROUNO ANO UNOERCROUND) /WTHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF ff/E CONSTRUCf/ON TO PERMIT THE REVISIONS OF THE CONSTRUCIION PLANS IF If IS FOUNO THAT Tf/E ACTUAL LOCATIONS ARE IN CONFLICT Yi/TH THE PROPOSED WORK. DRILL/NC/BLASTING NOTE I PRIOR 10 OR/LL/NC THE CON TRAC fOR SI/ALL /1./PLEMEN f SOUND ATTENUATION BARRIER IN ACCORDANCE YJ/IH MIT/CATION MEASURE N-1. 2. PRIOR ro BLAST/NC THE CONTRACTOR SHALL NOTIFY ALL PROPERfY OWNERS Yi/THIN 250 FEET IN A ACCORDANCE /WTfl MIT/CATION MEASURE N-2. NOTE!! ELECTRONIC OA TA FILES AR£ FOR R£F£R£NC£ ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL PACIFIC OCEAN PROJECT CITY OF ENCINITAS _ _,.._ VICINITY MAP NO SCALE BENCHMARK: DESIGNED BY: A.M. B.R. DATE: JANUARY 2012 SOILS £NGIN££R's CERT/FICA TE I, GARRETT 8. FOUNTAIN, A REC/SfEREO CIVIL ENC/NEER OF THE STATE OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS, HEREBY CERTIFY THAT A SAMPLING' ANO STUOY OF THE SOIL CONDITIONS PREVALENT !WfHIN THIS SITE WAS MAO£ BY ME OR UNDER MY DIRECTION IN JANUARY, 2012. rwo COPIES OF THE SOILS REPORT COMPILED FROM THIS S!UOY, WITH MY RECOMMENDATIONS; HAS BEEN SUBMl!TED TO TIIE OFFICE OF ll/E Cl TY ENC/NEER. SICNED: G.E. NO.: 2752 LICENSE EXPIRATION OA TE: 9-30-2014 DECLARATION OF RESPONSIBLE CHARGE I HEREBY OE.CLARE THAT I AM THE ENC/NEER OF WORK FOR THIS PROJEC f, Tl/AT I HA VE EXERCISED RESPONSIBLE Ct/ARCE OVER ff/E 0£5/CN OF ll/E PROJECT AS OEFINEO IN SEC f/ON 6703 OF THE BUSINESS ANO PROFESSIONS CODE, AND Tf/A T THE OESICN IS CONSISTENT iW TH CURRENT STANDARDS. I UNOERSTANO THAT THE CHECK OF PROJECT DRA/WNCS ANO SPEC/FICA f/ONS BY THE CITY OF CARLSBAD OOES NOT RELIEvE ME, AS ENGYNEER OF WORK, OF MY RESPONSIBILITIES FOR PROJECT DESIGN. 0 DAY CONSUL TAN TS, INC. 2710 LOKER AvENUE l'IESf, STE. /00 CARLSBAD, CALIFORNIA 92010-73/ 1 (160) 931-7700 ~<'--i-_--:__c_-===-___,~~~ ,c/rofrz TIMOTHY 0. CARROLL, JR. R. CE NO. 55381 OWNER EXP 12/31/12 PROPERTY DEVELOPMENT CENTERS, LLC 5918 STONER/OGE MALL ROAO PLEA SON fOI/, G;t 94588 PHONE (925) 738-1207 OWNER'S CERT/FICA TE <?l'-orESS I 0,14. 0' ~ . ( ,;!f ;;,-~ (< ~ .i..:: :::.--G> ~;;::; ~ z co '"' 'cl NO. 5538 I ~ * * J''?,1; CIVIL fl-{;;-'<-< or CALI'\) I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENC/NEER OR CEOLOG/Sf HAS BEEN OR WILL BE RFTAINED TO SUPERVISE OVER-ALL CRADINC ACTIVIIY AJID ADVISE ON THE COMPACTION AJID STABILITY OF THIS SITE. QQ.11.J=_·~, ~~~~P,...~l~ll -t~~·~, ·· NAME RiCK fl[NOERSON TITLE 0/RECT/J/r OF CONSTRUCT/ON OAT[ CIVIL ENGINEER/LAND SURVEYOR 0 DA Y CONSUL fAN !5, INC 2 710 LOKER A 1/ENUE WES f, SUI TE 100 CARLSBAD, CA. 92010 (760) 931-7700 FLOOD ZONE DESIGNA T/ON ClfY OF CARLSBAD FIRM MAP NO. 06073 C 1055 G OATEO MAY /6, 2012 \ ZONE X-AREAS OUTSIDE THE 500 YEAR PLAIN \ NO GRADING SHALL OCCUR OVER DISTRICT FACILITIES WITHOUT WRITTEN DISTRICT APPROVAL NOTE PROPER{Y DEVELOPMEN! CENTERS, LLC ro ASSUME RESPONSIBILITY FOR ALL EROSION CONTROL MEASVRES ON T/IE PIIOPERTY. Tl/IS MEANS Tf/OSE EXIS TINC AT !HIS TIME PLUS T/105£ THAT /WLL BE INSTALLED AS PART OF T/IE PLANS. LEUCADIA WASTEWATER DISTRICT At~clk/1~ 1,/22 /!z_ STE HENL.DEERING, RCE ?i 514 DATE DUDEK AND ASSOCIATES EXP: 3/31 /14 DRAWN BY: J.S. G.M. SCALE: AS SHOWN DESCRIPTION: 2 i/2" DISC STAMPED "CLSB-011 LS 62/5" IN CURB l'IEST SIOE OF COMMUNITY LOT PROJECT MGR.· T.C JOB NO.: 101290-03 ENGINEER OF WORK: L7::.12_ AL&~ As-/31./tt..-r WORK TO 8£ DON£ TIIE CRAOING WORK SHALL CONS/Sf OF THE CONSTRUCTION OF ALL CUTS AND FILLS, REMEOIAL GRAD/NC, DRA/NAG'f FACILITIES, EROSION CONTROL FACILITIES, ANO PLANTING' OF PERMANENf LANDSCAPING ANO PREPARATION OF AS-BUILT GRAOINC PLANS, AS-BUILT G'EOLOCIC MAPS AND REPORTS, ALL AS SHOWN OR REOUIREO ON THIS SET OF PLANS AND ll/E CITY STANDARDS, SPECIFICATIONS, REQUIREMENTS, RESOLUTIONS ANO ORDINANCES CITED ON Tl/ES£ PLANS. Tf/E CRAOINC WORK SHALL BE PERFORMED IN ACCORDANCE IIITfl THE FOLLOIIINC DOCUMENTS, CURRENT AT Tl/£ TIME OF CONSTRUCTION, AS 0/RECTEO BY ff/[ CITY ENC/NEER. I. CARLSBAD MUNICIPAL CODE. 2 C/IY OF CARLSBAD STAJIOARDS. J. Tl/IS 5£! OF PLANS. 4. RESOLUTION NOs. 6577, 6578, 6579. 6580, AJ/0 6582 DATED JULY 15, 2009. 5. THE STANDARD SPECIF/CA/IONS FOR PUBLIC WORKS CONSTRUCTION (CREEN BOOK) 6. SOILS REPORTS AJID RECOMMENDATIONS BY SOUTHERN CALIFORNIA SOIL & TESTING. INC. OATEO AUGUST 10, 2012. 7. TIIE SAN 0/ECO RECIONA1 STANDARD ORAW/NCS AJID AS Jt4Y BE 1.100/F/EO BY THE CITY OF CARLSBAD 5/AJIOARDS. 8. ENVIRONMENTAL APPROVAL DOCUMENTS DATED JULY 15, 2009, RES. NO. 6577. 9. STORMWATER POLLUTION CONTROL PIAN (SWPPP) PREPARED BY OVAY CONSULTANTS OATEO SEP/EMBER 7, 2012, WD/0 NO. 9 37C364745, RECV OCTOBER 5, 2012. /0. CALIFORNIA STORMWATER OUAL/IY ASSOCIATION (CASO.A) STORMWATER BEST MANAGEMENT PRACTICES, CONSTRUCTION HANOBOOK,· AJ/0 Tl-IE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION CONSTRUCTION SITE BES! Jt4NACEMEN! PRACTICES (Bl.IP) MAJ/UAL LEGEND Sr4NDARD DRAWINGS ARE SAN D/£CO REC/ONA! STDS. UNLESS NOTED 0Tf/£RWISE. DESCRIPTION STD. DWG. SYMBOL QUANTITY SUBDIVISION BOUNDARY ......................................................... ------- RICHT-OF-WAY LINE ............................................................. ---------------- LO{ LINES .......................................................... _ .............. ------- LO! NUMBER ......... ·······-································-··················. CV £4SEMEN! LINE.·•-······························································. -- - --- EXISTING' CONTOUR ............................................................... --~200--____ -,!,00-- PROPOSED CONTOUR ........................................... _ ................ . .:l..---J--OAYL/GIIT LINE. .................................................................... -•---- cur I FILL LINE ............................................... -.................. ---•-·-f-·-·-•--- EARIH SWALE ................................................... ····-··-······-···. EXIST/NC SPOT ELEVATION. ..................................................... . EXIST/NC FLOWLINE ELEVATION. ................................................ . EX/5 f/NC SLOPES ... -_v-_-a£-_v2.-.. , .,,v. cur OR FILL SLOPE LINES...................................................... J_ Z£ ~ =· FLOWLINE ELEVATION ..... FIN!Sf/EO CRAOE SPOT ELEVATIONS ........................................... . 2oaoo fl • zooQ. r BROW DITCH ......................................... 0-75 IYPE '8' .......... . > > > 11.0.P.E. STORM DRAIN -PRIVATE (ADS N-12 sr OR EQUIV.) ....................... D-60 ................... . NCP STORM DRAIN -PUBLIC ................. 0-60 (PER 475-2) ........ . RCP STORM DRAIN -PUBLIC .. _ .............. D-60 (PER 475-2) ....... .. --PSO---===so=== ===so===,,,-· 1,230 LF 60 LF TYPE 'F' CATCH BASIN ................................. 0-7 ................... . ---0 -f - --ii /7 3 £4 2 £4 3 £4 TYPE 'G-1' CATCH BASIN .............................. 0-8 ................... . WINC IYPE f/£4DWALL ............................ _ .. _ .D-34 .................. . CAJIYON SUB-ORAIN ............................................................. . RIP-RAP ........................................... : ...... 0-40 .................. . SOUND WALL. ............................................ _ .. _ ..................... . RETAIN/NC WALL. ......... _ ..... -......................... C-6 ................. . RE/il/NINC WALL ....................................... AJICHOR WALL. ......... . A.C. PAVEMENT ............................. -... -.. -........................ , .... . BIORETENTION AR£4 .............................. PER DETAIL SHEET 3 ..... . 1./lf!CATION SWALE (SEE LANDSCAPE PLAN). ................................ . DRIVEWAY ........................................ -G-l4B (PER 475-2) ..... . --PSD--(] --------- -==~-------- 2,130 LF 3 £4 8,125 SF 10,200 SF 63 £4 REQUIRED TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO. MAINTENANCE AGREENENT FREQUENCY 8/0F/LTRAT/ON TC-32 8/0RETENTION PRIVATE CC,tR 13 ,t 14 8/-1,/0NTHL Y ,t AFTER BASIN (2) MAJOR ,$(ORI,/ EVENT VEGETATED TC-JO 8/0RETENT/ON PRIVATE CC,tR 4,5,!6 BI-YONTHL Y ,t AFTER SWALE SWALE (I) MAJOR STORY EVENT Bl.IP NOTE I. ONSITE BMP's FOR !HIS PROJECT ARE TO BE MAINTAINED BY THE DEi/ELOPER AND/OR FUTURE. OWNERS. 2. ff/IS IS A PRIORITY PROJECT, TIER 2 Tf/REAT ASSESSMENT (MEDIUM PRIORITY). OFFS/TE TREATMENT CONTROL BMP TABLE TYPE DESCRIPTION OWNERSHIP MAINTENANCE SHEET NO, MAINTENANCE AGREEMENT FREQUENCY 8/0FILTRA TION TC-30 8/0RETENT/ON PRIVATE CC&R " & /,I 8/-1,/0NTHLY &-AFTER BASIN (2) MAJOR STORM £VENT Bl.IP NOTE I. OFFS/TE BMP's FOR THIS PROJECT ARE TO BE MAINTAINED BY Tf/E DEi/ELOPER ANO/OR FUTURE OWNERS. 2. THIS IS A PRIORITY PROJECT, TIER 3 THRE.Af ASSESSMENT (fl/Cf/ PRIORITY). OLIVENHAIN MUNICIPAL WATER DISTRICT "AS BUILT" POTABLE WATER SYSTEM APPROVAL (OMWD W.0.#559522) ~L~ ~lfo L. /'1A!fTI// .' ATE ~ ~ < +8 70 EXP. i'.,,1 so/Ito: ), 11.1.2,o,z., :;!Ji B~fJJr/l__ R.CE7f~~S'~ DATE INSPECTO{{-,. 3-Ji/F-'/CIT!•: 5JGN/'. TL,fZI:: f:XP!.R}.'.5 2 YRS ,l>flER D/:TF ATE I sH1cr I CITY OF CARLSBAD I SH225 I ENGINEERING DEPARTMENT GRAD/NC PLAN FOR: LA COSTA TOWN SOUARE RESIDENT/AL AP~: x=~.,,V~KI CITY NGINEER PE 41204 EXPIRES 3/31/13 _J_!~/JL_ DAE 2710 Loker Avenue West Suite 100 Curl!1bod, California 92010 760-931-7700 F'ox: 760-931-8680 ODoyConsult□nt!!.com Civil Engineering Planning Proces3ing Surveying .~ /; J/ /"' -~ DATE: !Ofifrz._ RCE: 55381 LOCATION: COMMUNITY PARKING LOT NORffl OF CAMINO OE LOS COCHES ANO EAST OF CALLE T/1./l!EO. SE! IN CURB ON l'IEST SIOE OF PARK/NC LO!, 104 Ff FROM SOUTfll'IESTERL Y CORNER OF RESTROOMS RECORD FROM: R.0.5. NO. 17271 (PT. NO. 11) 7-;}4-13 /(l;V/ l1\A5:;;«Mt'lioN__0F A'c's,Po,,;.98,:r; r"~ 8/rc,Z1~ 6VP DWN BY: PROJECT NO. DRAWING NO, rlMOTHY 0. CARROLL, JR. ELEVAJION: l7J.24 DATUM: NCVIJ 1929 DATE INIT!AL. ENGINEER OF WORK REVISION DESCRIPTION 1:\001017\_.Rt,ldtnllol\Grading\1090fG01.d\flg Oct 05, 2012 4:14pm Xrtl,: 1090fG; 1090'¥\C; 1090>.N DATE INITIAL DATE INITIAL CHKD BY· e,vJ OTHER APPROVAL CffY APPROVAL RVWD BY: C. T. 08-03 475-28 087.Z 1'.l 011413 17.'1912 . C .... :e oc, 'Tl .,::. N "' N'f' N c:I I ·J DIMENSIONS I fr. CREA !ER ORIFICE PLA !£· MINIMUM Sf/Jfit~E CAL VAN/ZED PLATE AFTER Tf/AN PIPE DIAMETER. f/O I NOLES f!A 'IE BEEN DRILLED. _ a J/B" DIAME!ER HOLE-,,-----,\ I t 6' MIN. (!YP.) INFLOW PIPE WHERE-"... 5,/0WN ON PLAN I r:-- 1 j 1/2' MAX. Io o j" (!YP.) ~~fF1ffN~f; ff fNif£1f Jf%iE~JJ,f ~1J!:CJ:fi~//~!£JEiff/0 Jb OUROME!ER NEOPRENE RINC. ·rll o.101nc£ PLA TE FLOW CONTRvL rw CA !CH BASIN -- SPEC/FIEO SOIL MIX ¥-- PERFORATED UNDERORAIN NOT TO SCALE '-ORIFICE PLATE, SEE DETAIL THIS SHEET OU!FALL PIPE (_\.s~~~ l\1,1'-FLOW DETAIL BIORETENTION FACILITY OUTLET NOT TO SCALE / ____j , I 1,,,.,. __ .... ---B::::: ==---~ ------- _\.,-_,=_ ___ _,. --1 --cc.,,..._ ~ _:---=., ..;:-"" c"l -LJ \ I I I 2710 Lokttr Avt1nue We!!t Suit& 100 Carl:,bad, Californi_□ 9~010 "/60-931-7700 Fox: 760-931-86B0 ODoyCon:,ultont:,.com -----.:::: -- 1-.;:j I Civil Enginettring Planning Proce:,sing Surveying ' ' DATE: JANUARY 2012 DESIGNED BY: A.M., B.R. DRAWN BY: J.S, G.M. SCALE: AS SHOWN JOB NO.: 101290-03 PROJECT MGR.· __ T_.C. ENGINEER OF WORK: ~WI TIMOTHY O. CARROLL, JR. DATE: 10/o/,g_ RCE: 55381 1 1 1_ ... :i,:.~ / /.? ~,, / ../. / / // !,,✓ / / / § § § § § § \______,,/ ' • • ,,,./ --"' / -c--1 .............. ,_ / ~ . "' ,, , / - KEY LEGEND SEWER LINE. -s-- SEWER MANf/OLE. 0 WATER LINE. -w-- FIRE HYDRANf. ..... STREEf LICHT tl SfORM Df/AJN. -SO--- LOT NUMBER @ SHEET INDEX SHEET NO. DESCRIPTION KEY MAP I 2 J ll TLE SHEET &! NO TES KEY MAP &, INDEX OETA/LS SCALE: /" -too· BENCHMARK: . DESCRIPTION: 2 1/2" DISC STAMPED 'CLSf!;;(/itl/f rff '5 LOCArlON: IN CURB WES! StOE OF COM, 'RTfl OF CAMINO DE COMMUNl{Y PARK/Nf✓i}~~~OCA/LE !/!.I/TEO. SET IN LOS COCfl[S fffroE OF PARK/NC LOT, 104 FT lVRB ON WE. 'STE,·m y CORNER OF RESTROOMS FROM SOUTf!WE. "L R.o.s. NO. /1271 (Pf. NO. ll) RECORD FROM: ELEVATION: /13.24 DATUM: NC',fJ 1929 NOT£// FOR REFERENCE ELECTRONIC DA TA FILEJr A::trD FOR HORIZONTAL ONL y AND o~Rfr;~~A~o SURVEY CONTROL HEET 4-14 15-22 GRAD/NC PLAN RE fA/NINC WALL PLAN "AS BUILT" ~-<~ ·,vt; L ,vrA/f.rtN GRADING PLAN FOR: LA COSTA TOWN SOUAR£ SHEETS 22 -Utt._ PE ~'EXPIRES 3/31/13 DATE =;~;;~~======;;;,+==t==~i~,~~~ 1 ~ 1 ~~=I CITY ENGINEE DRAWING NO. P PROJECT NO, 4 7'5-'1'8 e, 0/13 GV OWN BY: v 0.'8 OJ /, L, 1-,.,. ~I.M ,@\ AS. <//~ ~ ff~,,,NS#VF ,my,,-._ "" '"'-"" ··-~~g :)' '" C. T. -7-,;l.</-,--/3 fl..lM 1 :Z>L/MPllo CITY APPROVAL -DATE INlflAL REVISION DESCRIPTION OTHER APPROVAL ENCJNEER OF WORK -· F .. 08Z213 0111f13 V O.M. W.O. EASEMENT pif.~ 1~ pti RETAINING WALL PER SHEETS 15-22. MOOIT/£0 SORSO 0-75 TYPE '8' ORA/NACE DITCH----I---6" If~ ti? I (G ? EXIST. DIRT ROAD\ ------------,,________ '-.. ~SE£ LANOSCAPE PLAJ{ '-'-'- IRRIGATION UN£ W/ SLEEVE '- / '-, SECTION 'B-B' NOT TO SCALE -~/ 'Tf_ ~ . 'I--. 4' -, --1 /, -~t SUBO/VIS/ON BOUNDARY 6'\ 11~~~ T!'.= ? fl, TA/MING WALL PER SHEETS /5-22 MOOIT/£0 SORSO 0-75 TYPE '8' ORA/NACE 0/TC.H--- if IRRIGATION UNE SEE LANDSCAPE PLAN ------SORSO 0-75 TYPE '8' ORA/NACE DITCH SECTION 'c-c' NOT TO SCALE PROPOSED GRAD£ '- MINIMUM SID£ YARD SETBACK: 10% OF LOT W!OTfl - SEE SECTlON 'G-G' AT RIGHT ( ""' SIDEWALK UNOERORAIN PER SORSD 0-27-----.....____ i \_ f \ TYPICAL J i .. BUILDING I FOOTPRINT -l-. r_.::------t-SEE SECTlON 'J-J' AT RIGHT ~ E e, 2: I I -I-p'r ½--. i c::, -.. SEE ORA/NACE J SWALE DETAIL ~TYPICAL BU/LO/NC j G FOOTPRINT ;,: "' ,._ ~ ::;, ~i;§ ~ ~~ 'f 1i2 -c::, /% MIN. I I I I -f _11--1MINIMUM S/0£ :I ) I YARD SETBACK: 10% OF LOT W!Dffl SEE SECT10N 'fl-H' AT RIGHT /R.O.W. CURB & CUTTER NOTE: TYPICAL LOT ORA/NACE PER CS-15. STREET GRADE TYPICAL LOT DRAINAGE DETAIL NO SCALE CONCRETE HEADWALL 4" PVC CANYON 6" SUBORAIN 1--1 , • 2 6" MIN. Ii' 0=7' OR MOR£ I ~ 5' i Mi'N.* "' t-=-"---BUILD/NC ""' 2·• [0.5' -1 ~1N p,.L+-">Lc-=-t:=: __ ::-::_=--=--=- *WERE 5' < 0 < 7'. BUILDING DISTANCE TO SWALE= 0-2' SECTION 'c-c' NOT TO SCALE BU/LO/NG' ~ C -RETAINING ' MIN. I~ WALL -t I 2% 12% MIN MIN -- SECTION 'H-H' NOT TO SCALE Ii' D=/2' OR MORE 0.5' SECTION 'J-J' NOT ro SCALE 6" MIN. BU!LOING' 20' WIDE EA SEMEN f R/W R/W R/W /26' 10' 106' /0' I JO' 1.1/N. 1--------------':""'--------:--------1-""~~-, ... ---=c'=c~---1 5.5 53' 53' 1 SETBACK 15, VARIES EXISTING RANCHO SANTA FE ROAD NOT TO SCALE 6' -5~ I ki1 H [_ I' MIN. PROPOSED !.IEANOERING ,1• PCC SIOEWAU< EXIST. 6" TYPE 'C' CURB & GUTTER SOUND WALL VARIES 60' ~ 84' R/W R/W 60' R/W 20' ~ 32' f 20' ~ 32' 13' 17' q_ 17' 13' IO' VARIES I VARIES IO' "<.,, ,_"•-'-'rl~5_5-_j,-~=~~--, ~[f-1:5.-"~1/ ~.,.-2 I I Jx i·.V 11~'/.->''--'~91== ----L=X= ---;--== == _ _l5 =:5( <<-,, ,. 0.5 r5.0'l 7.5f7.o· r1.o· ft·5'r5.;, 0.5· ----------.-/, ~ ~-~ f · ...n 2x 2x A i:\ "' . 8 --<.:, , •• \ '1/ --,--.... .... ..,,~ );. / ---7 .. ----"'~ PROPOS[O EXIST. A.C. PV!.IT. EXIST. CURB & GUTTER EXIST. s1o?wALK SIOEWAU< EXIST. CURB & CUTTER EXISTING LA COSTA A VE. NOT TO SCALE R/W .-15 TRAFFIC CALMING POP-OUT' 56' q 18' 6" TYPE 'G' CURB & CUTTER ,t" A.C PV!.IT. OVER ,t" A.B. (MIN.) OR AS R£CO!.l!.1£N0£0 BY SOILS ENGINEER SITIO SANDIA AND SITIO LIMA NOT TO SCALE --0.5' (TYP.) 6" TY,'£ 'G' CURB & GUTTER ,t" P.C.C. 10' TRAFFIC CALMING 4" A.C. PV!.IT. OVER 4• A.8. SIDEWALK POP-OUT• (!.IIN.) OR AS R£CO!.l!.l£ND£0 BY SOILS ENGINEER R/W "P.C.C. SIDEWALK CALL£ PERA NOT TO SCALE I I I RIP-RAP PER 0-40 ~ TYPE 2 2' x 2' x /' Tl/IC!(, NO. J BACKING I 4" PVC CANYON-c__ . • SUBORAIN :-:'0~~ .• 12' 1 4' 14" l [_ INS!ALL WATER BARS I 6" lVRB 50' ± l/2" x /2" STANDARD GRAOE RUBBER CONI/EYOR BELT J---coNCRETE SHALL BE . ~ .. PER DETAIL ff/IS SHEET & CUTTER 1.100/T/EO SORSD 0-75 TYPE '8' DRAINAGE DITCH---£AS£1.1£NT WIDTH VARIES '20' 1.1/N. TO 25' 3' I 560-C-3250 ----1 ' r 12· I • • 12· I ~TW p. / "==-=c=.=:..l..~~~u7,~?~7<,7J.,_~u~..c~";~/.L~L~u7''.L~L,7c,l5.L~L,5",'.Li5L~{J,;tr~=-------.//1;: FLOW CURB & GUTTER I EDGE OF ROAD ROAD SURFACE FINISH GRAD£ DETAIL 2' 15' 1~ 2X '----6" AC BERi.i PER C-5 SECTION 'D-D' NOT TO SCALE ,I" AC OVER ,I" AB (!.IIN.} OR AS R£CO!.l!.1£N0£0 BY SOILS ENGINEER PROPOSED GRAD£ I SIDE WEWI ..,,.--.. .......----...,,,..-.,.-....--.....,,---....,..--~--.._,.-... ASSLINIPT/0/V OF II.Ei>PONS/$L.£ C,HA/?.GE) AS OF q,-/3-.2.0/3, 1HE'fi!E/3Y/ISSVME ;<?£SPO..UStBLE Crt,"1/f:G;E rO;e_ l:>ES!GrN CL TYPE 'c-!' CATCH BASIN '2~ 'ES OF THIS ,,O,l;AW/ G. , /.. / ) FIN/Sf/ GRADE 7 /2. (,ft 1 • RIM £LEV. PER II.IP. PLAN -175-2 WATER SURFACE NOT TO SCALE NOfES: YMOND L. fa1.;1RTIN ;,ec.E "t-81o?o c xP. &>-30-/¢. ~------ /2' FREEBOARD (MIN} TL OUTLET PIP£ PER //,IP, PLAN ,175-2 ANfl-SEEP RING,_..,.. SEE OEfA/L @ R!Gf!T ·~ 1111 HUNSAKER fll&1 ~ f'~~?f¥,-[ES 4' MIN. + 0.0. OF DRAIN PIPE .. ,, . , ... OUTSIDE OJA. •• ' ' OUTLET PIPE ;• : .. CANYON SUBDRAIN HEADWALL DETAIL 4.5• NOT TO SCALE WELD J/8' PLAfE 4.5" STEEL PIPE--.., :'.j PROPOSED GRAD£ 5' I FRONT W[W I WELD HASP FOR LOCK 4" 0. C. 01/ER B" A.B. (MIN.} OR AS RECOMMENDED BY SOILS ENGINEER O-.._ /8" STEEL WA !ER SECTION G-G NOT TO SCALE (2 J/8" SfEEL PIPE (TYPICAL) 4" STEEL POST SET IN CONCRETE GATE UPRIGHT MADE OF 4 l/2" PIPE WHICH SLIPS OVER 4" PIPE ACCESS CONTROL GATE NOT TO SCALE f !Jr 20' W/0£ £SI.IT. ~ P/, . I SOUND ~ / WALL /0' 5' 2% --6" AC BERM ~-~ B/ORETETION :,, ~~ I. SOIL MIX ANO GRAVEL Sf/ALL HAVE 40% POROSITY ANO Sf/ALL 8£ VERIFIED BY CEOTECHNICAL ENGINEER. 5" PER f!OUR INFILTRAf!ON RA!£ 2. SEE SECTION 4 OF CITY OF CARLSBAD SliWDARO URBAN SfORM WATER MANAG£M£Nf PLAN (SUSMP} OAfEO 1/14/201 /, FOR ADDITIONAL BIOREfENf/ON SP[C!T/CAf!ONS 8" CONCRETE 4" AC OVER 4" AB (!.IIN.) OR AS RECO!.l!.IENO[D BY SOILS ENGINEER BASIN 'V ~ 3. CONSfRUCf Cf/ECK DAMS AS N££0£0 NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 1/ERT!CAL SURI/FY CONTROL 2710 Loker Avenue We,t Suite 100 Carlsbad, California 92010 760-931-7700 fox: 760-931-8680 OOoyCon:iultont:i.corn Civil Engineering Planning Proce:i!ling Surveying ANTI-SEEP RING DETAIL NOT TO SCALE DESIGNED BY: A.M. B.R. DATE: JANUARY 2012 DRAWN BY: J.S. G.M. SCALE: AS SHOWN PROJECT MGR.· T.C. JOB NO.: 101290-03 ENGINEER OF WORK: ,A--'~&~ TIMOTHY 0. CARROLL, JR. DATE: td.10/iz_ RCE: 55381 "AS INSPECTOR SECTION 'E -E' NOT TO SCALE BENCHMARK: SECTION 'F -F' NOT TO SCALE DESCRIPTION: 2 !/2" DISC STAMPED "CLSB-011 LS 6215" IN CURB WEST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NOR.Tl/ OF CAMINO 0£ LOS COCHES AND £AST OT CALLE f/MITEO. SET IN CURB ON WEST SIDE OT PARKING LOT, /04 FT FROM SOUTIIWESTERL Y CORNER OF RESTROOMS RECORD FROM: R.0.5 NO. 17271 (PT. NO. 11) ELEVATION: 173.24 DATUM: NGl/0 1929 SURFACE FLOW <> > OOWNGRAOE f ACCESS ROAD COMPACfEO BACKFILL --------20d GAL VANIZEO -.<--- NAILS (CLINCH ENOS) ~~ ~ 1 '7-;{ 'f -J ,3 fs.ill._ DATE INITIAL ENGINEER OF WORK No. [I] [I] []] [I] ~ ~ ~ ml ~ ~ . /0' MINIMUM ANGLE OOWN6'RAO£ -, EOG£ OF ROAD 2"x6" /REA fED TIMBER PLANKS P.R. No. ITEM 6 ITEM 6 ITEM 8 ITEM 9 I fEM 13 PLAN NOTE CROSS SECTION CONSlRUCT BAR FROM EDGE OF ROAD TO EOGE OF ROAO. /0' MIN ANGLE DOWN FROM A LINE PERPENDICULAR TO TIIE CENfER LINE TO DRAIN INTO CURB & CUTfER. DETAIL -WATER BAR NOT TO SCALE EASEMENT TABLE EASEMENTS PER PRELIMINARY TITLE REPORT DA TEO JULY 12, 2012 BY FIRST AMERICAN TITLE INSURANCE COMPANY, ORDER No. NCS-555026-0NTI PURPOSE OWNER REFERENCE 100' TRANSMISSION LINES S.0.C.&£ BOOK 5208 PAGE 403 /00' fRANSM/5S!ON LINES 50.C.&£ BOOK 5132 PAGE 342 PIPELINES / INC/OEN !AL PURPOSES O.M.W.0. FILE/PAGE No. 71-247284 PIPELINES /!NC/DENTAL PURPOSES O.M.W.O. FILE/PAC£ No. 84-09/367 PUBLIC U TILi TIES / INC/OEN !AL PURPOSES O.M. w.o. FILE/PAGE No. 2000-0J6//8J DATE APRIL I 9, 1954 FEBRUARY 5, 1954 OCTOBER 21, 1971 MARCH 14, /981 JULY 10, 2000 ITEM 14 PUBLIC STREET/ PUBUC Ul!L/TIES ClfY OF CARLSBAD FILE/PAGE No. 2002-0079622 JANUARY JO, 2002 IIEM 15 PUBLIC STREET/ PUBLIC U fill IIES CITY OF CARLSBAD FILE/PAGE No. 2002-0258807 MARCH 21, 2002 ITEM 16 ORA/NAG£ FAC/L/f!ES CITY OF CARLSBAD FILE/PAGE No. 2002-0358070 APRIL 29, 2002 ITEM 17 PUBLIC STREET/ PUBLIC U/ILIT/£5 Cl TY OF CARLSBAD FIL£/PA6'E No. 2002-035807/ APRIL 29, 2002 ITEM 18 WATER/ !NC/OEN/AL PURPOSES O.M. w.o. FILE/PAGE No. 2003-0013608 JANUARY 6, 2003 I sc3n I CITY OF CARLSBAD I Sc225 I ENGINEERING DEPARTMENT GRADING PLAN FOR: LA COSTA TOWN SOUAR£ RESIDENTIAL AP~ ~N ~-V~PfSKI .JJW/2.L CITY NGINEER . ~ 412~; [;PIRES 3/31/13 a\ As-R,./tL.r DATE /1\/JSSt/1>1£.T(OAI ,:;;::: ~es~ti/LE C,'IA&.F elfo/18 GVI' OWN BY: PROJECT NO. DRAWING NO. DArE INfflAL DArE lNfTIAL CHKD BY: Cv<L REVISION DESCRIPTION OTHER APPROVAL CITf APPROVAL RVWD BY: C.T. 08-03 475-28 1:\001017\_Rtsldtt1tlol\Grodlng\109□FG0J.dwg 0cl 26, 2012 2:04pm Xu/,: 1090FG; 1090on ' I OB2213 01/4/3 2-/4 CONT.~r----,,---------------- 2x4KEY-~ • J'-9" --8" CMU (SOLID 6'ROUT) W/ /5 (V} @ 16" & /4 (fl) @ 32" DETAIL -SOUND WALL NOT TO SCALE 2-/4 CON!~ -I/ I/ EO. V I/ EO. l/ 8" CMU WALL (Fm=/500) V W/ /5 (V} @ 16" '/ & /4 (H) @ J2" V (SOLID CROUT) ,, / / /. / 'l~ll!ff~F V V -, I ~U 1--::-11 i 'I1-:lli=III'" -l=fll-•11r=11r / V ,/4 / ' '< ~ '<> • 'I-• I - t /5 @ 16" (AL f BENDS) , "' "' ~ 5-/5 CONT. (LAP J'-2"}:_ ~ <.3 \ • J -•11.;ill-;JII· /5@ 16" ,.., -CJ I fTT-- J'-9" DETAIL -BLOCK WALL NOT TO SCALE • ~,,,-.,.,._ --~,.:,,.-.,,,. •• .,i,> .... ,...#·-...r""---··-...~..,.-.-:.,--..~.,.._ r ........ -..., -----..... ~J• ..... ·--~_,..,-•• ~µ.f•~'\....._, r ASSUMPTION OF IC(ESf'ONS//31..£ C/-IAieciE t /AS OF 4--13 _,.;i_0/3, I HERE gy ASStlME /?.ESi'DNS//3,LC ) /4\ C-H ~oy~/-1,•9,'v&-es :; I; -t>RAW/J.JG., ·~; 'MO.ND L.MAter1N /cCE 'f-8&,7oexP. ,;,~3o-l4-) o,Ess1 NOTE!! ,k_ "~ ~ G') :2;:;: ~z • "' _, "' "-::'i ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL "' "' \';!, NO. 55381 ~ * * v'<t;; c,v,~ ~~'<-< or CALl~(l 2710 Lokt1r Avt1nUt1 We,1 Suite 100 Carlsbad, California 92010 760-9J 1-7700 Fox: 760-931-6680 ODoyConsultonb.com ----------- -370 Civil Engir11H1ring Planning Processing Surveying -........____ DESIGNED BY: A.M. B.R. DRAWN BY: J.S. G.M. PROJECT MGR.· f.C. -........____ Rfl<._______ F \ SEE SECTION 'F-F' SHEET No, J Wit, O/i'4/N PEii' 'EAIENT PL4N NO. -109--tc Ja2.o TW ' r~'#czs::±il1\'.'., /O' 111Dc A.C. ACCESS-"---?'! "'-~_,._--.-J-l\ ROAD & 10' 111DE .'e, PEDESTRIAN ACCESS 91 EASEMENT PER FINAL ,. , MAP i_;; 0 i,: ~ E SEE SECTION 'E-E' SHEET No. J @ DATE: JANUARY 2012 SCALE: 1" = 20' JOB NO.: 101290-03 "AS BUILT" c,.~~~~ ~ 01( J:, L . MAR r11v -lfa'P-, /DATE f----------~----; r,_r.c <f-81170 EXP. t,-30-/1# ENGINEER OF WORK: ~ C-tl DATE: 1,,/ro)'J... TIMOTHY 0. CARROLL, JR. RCE: 55381 ;'2 -~ ;'2 I ; I I w J_ I I SEE SHEET No. 7 BENCHMARK: OESCRIPTION: 2 1/2• OISC STAMPED 'CLSB-011 LS 62/5. IN CURB ~ST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO 0£ LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON ~ST SIDE OF PARK/NC LOT, 104 FT Ff/OM SOUTH~S!ERLY CORNEIi OF RES/ROOMS RECORD FROM: R.0.S NO. 17271 (PT. NO. 11) ELEVATION: llJ.24 DATUM: NCW /929 ~!:::l_r._ ~ "-'-' Afl-.SW/t-T" 7 -;;I. 'l::_(2 ~ l-J,( /1\ _n__ -1OAJ ~~ RESf'o,,Us:;61.l.£ Crt'lt/'RCE DArE INITIAL DATE !NI flAL ENGINEER OF WORK REVISION DESCRIPTION OTI-IER APPROVAL I: \001017\_RntdMJtlol\Gr1;1dilg\1090fG0-4.dwg Oct 05, 2012 J: 12pm Xr1f3; 10171?01; l090FG; 1090fmqi: 10901,lr; 10177Ufl; 1090FU1L: 109CfGRO; 1090ngrd-os; 1090ngrd: 1090n,tr; 1090nuU; 1090AN - \ Bl ~/(8 6Vf' DATE INITIAL CHY APPROVAL o' 5' 20· ----10 40' SCALE: 1" = 20' TABLE 2 REQUIRED TREATMENT CONTROL BMP TABLE OESCRIPTION OUANTITY BIOF/LTIIAT/ON BASIN I EA BIOFILTIIATION SWALE I EA OFFS/TE B/OFILTIIAT/ON BASIN I EA I sc4Er I CITY OF CARLSBAD I SH225 \ ENGINEERING DEPARTMENT GRAD/NC PLAN FOR: LA COSTA TOWN SOUARE RESIDENTIAL APr;~Y.-EU:-i V~KI -11p/@__ CITY ENGINEER PE 41204 EXPIRES 3/31/13 DAE DWN BY: PROJECT NO. DRAWING NO. CHKD BY: ~vJ RVWD BY: C. T. 08-03 475-28 082213 011413 i, ,9 \7 '.L '· - 0 ,l:li. :e 0 G') .,, ,l:li. N "'J N 'f' N CD i. . • • i: i.,. I\ \ \ ,\ \ \ NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL , 2710 Loker A11enuo West Suite 100 Carlsbad, Callfornlo 92010 760-931-T/00 Fo,c 760-931-8680 ODoyConsullont!l.com Civil Enyineering Plonnlng Procos:sing Surveyin\j P[R INPROV£N£NT PLAN SEE SHEET No. 8 DESIGNED BY: A.M. B.R. DATE: JANUARY 2012 DRAWN BY: J.S. G.M. SCALE: 1" = 20' PROJECT MGR.· f.C. JOB NO.: 101290-03 --r"l&!'V .l) "i,.. • ...-!AK r1 ,<I f-~70 EXP. ii, -Jo-Ii. "AS BUILT" ..z"--k/4- E.~F W?1 / / REV/P'NEJ/ B;J_ -;n~ .., ,, •r __..::_...-~ •=:;c'L""""c::...-,.-,V'('~d_-~DA~T~E:_::10;;!h-;:0&~1E::,Z, -6lCJffI...fA. /dLf/Jl~ ~/2/,:i__ TIMOTHY 0. CARROLL, JR. RCE: 55381 INSPECTOR roffr. BENCHMARK: DESCRIPTION: 2 t/2' DISC STANP£D 'CLS0-0!! LS 62/5" IN CURO WEST SID£ OF COMMUN/ rr LOT LOCATION: CON/JUN/TY PARKING LOT NORTH OF CAMINO 0£ LOS COCHES AND EAST OF CALLE TIM/TEO. SET IN CURB ON WEST SIDE OF PARKING LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS RECORD FROM: R.0.5. NO. 11271 (PT NO. 11) ELEVAflON: !1J24 DATUM: NGVD /929 -1-"'a ·S \/ o· 5• 20· 10 40' SCALE: I" = 20' 7 . ___ 1 --- ----------__ \ --------·- PAO -379.I PAO -379.7 @ PAO -380.5 52' \ I \ \ I It I I I 17 ' ' @ ' TABLE 2 REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION QI/ANT/TY 8/0FILTRAT/ON SWALE I £A ~ CITY OF CARLSBAD I SHEETS I f----------1--+--------------------t-----t---t---t-------i LU ENGINEERING DEPARTMENT 22 1-----1----+--------------+---+--t------t-------J I: \001017\_Jl:uldtnlllll\C,,;ding\1090FG05.dwg Oct 05, 2012 .5: ISpm Xrtls: 10171?01; 1090fC; 1090FMAP; t090fSIR; 1090FUll: 10177UTL; 1090FCRD; l090rulr GRADING PLAN FOR: LA COSTA TOWN SOUARE RESIDENT/AL 082213 011413 17 I ---- NOTE!! @ PAD = 381.2 ELECTRONIC DA TA FILES ARE FOR REFERENCE ONL y AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL l:\001017\_.R~!d1ntlol\Grad' \IO Xr1(.: 10171P0I; 1090FG; 1~iru!~G015.dwg Nov 07, 2012 .f:.«pm , 1090FSJR: 1090FU1t; 1090FCRO; 101nUll: 96-04L0TS @ w \ \ 2710 Loker Av,rnue West .. ~uite 100 C1v1I ~ngineering Carlsbad, California 92010 Plcrnnm~ 760-931-7700 Proces~1ng Foi1: 760-931-8680 Surveying OOoyCom1ultont:,,corn ----. . . 9 DESIGNED BY: A.M. 8.R. DATE: JANUARY 2012 ,, AS BU I LT" DRAWN BY: J.S. G.M. SCALE: 1" -20' ~ PROJECT MGR.-r.c. JoB No., 101290 o3 Y?7i,,a C. /,{,~ r==--__ _____:_::::::"'::::"".:J ~,'\~w ~ hfi;.-.r ~ ENGINEER OF WORK: +Bl>70 EXP. t:,;,;3"•/(, i'\TE ~C:t! rlMO IHY 0. CARROLL, JR. t:-DATE: 1o/ro/4z._ RCE: 55381~ TZadvJ INSPECTOR • • • TABLE 2 REQUIRED TREATUENT CONTROL BUP TABLE OESCRIPTION QUANTITY B/OflllRAT/ON SWALE I EA BENCHMARK: DESCRIPTION: ti '{3;/'.ffsSTAMPED ·asB-O11 LS 6215" "L, T SIDF OF COMMUNITY LOT LOCATION: ~II!['i::iJ:f iZffVjfr£0 f,f IN RECORD FROM· R. o. S. "0. !7.'211£7.SI TE,(,RL y CORNER OF RESTROOMS . · · · '" · PT. NO. 71) ELEVATION: llJ.24 DATUM: NCVD 1929 ' ' <c, a~~ '~.., /,--., ~ ··:ft-:'"?· ... ···""* ~ r,.,, -~-o~···-'-,,, ~~ ~ , ~....o .:r; ,,. ,,.,, ~· ,,. ~-.., ,_4!_.-:, I '<"-, "-, ·~ ~ ~. • • •' <lp~ <>l 4'~ <Ila~/ '. , "' ", a"'b r-,·/rv-'\ ~~ ~~ '--~✓-·•·. , ~. --~.?'- ()' "' ~ ~ "' . ', -,-~ ' ~ ·,~ )•,% '¾~ ~ ~"t, ·, U' .... ,~<;:. •) . ~ u'~"--:G' ~ "j '{"" . Y. •.. ', ~o~.M.Y..HW.~.D.J.. -;Mv;'O~r.;:;r~--::_ _ __::_:=__ _ _:::__~~· ::__ ,'y'< V ~ . ~ "'" '•,, IC , •, GRADING MTHIN WATER EASE, FROM Ol/VENEHAIN MUNIC/PAfE:J !J%°%/fffitcrlTTEN PERMISSION ---------- \. E ==t==t==========t=~==E3Ej ~ CITY OF CARLSBAD I SHEETS 1 ~jjjjjf====t=============jjjjjjjjjjjjj======t====~~====t=jjj]jjj~j ~ ENGINEERING DEPARTMENT 22 t cn,mwc ""' me LA COSTA TOWN SOUARE RESIDENT/AL ?-:.<1--13 i<.l"1- DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INfflAL OTHER APPROVAL DATE INITIAL CITY APPROVAL AP~R ·ro _ · · : -,Gj,,i: N_, K /4 VA Ntl)l; . -,,!{.~7/rki ~ CIT ENGINEER PE 41204 EXPIRES 3/31/13 -1i /_w/J 2 DATE OWN BY: CHKD BY: _J}Jt,/ PROJECT NO. RVWD BY: -C. T. 08-0.J DRAWING NO. 475-28 082213 0/1413 1Z191Z ' ' _lllL_i. - NOTE!! ELECTRONIC OA TA ALES ARE FOR REFERENCE ONL Y AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTlCAL SURVEY CONTROL 1/j I v~J~o I I I 1~J~/ \ I ~\~ c~l~ftl, I s 2710 Loker Avenue West Civil Engineellng Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fax: 760-931-8680 0DayCorisultants.com I SEE SHEET No. I 0 DESIGNED BY: A.M. 8.R. DATE: JANUARY 2012 DRAWN BY: J.S. G.M. SCALE: 1" = 20' PROJECT MGRc lC. JOB NO.: 101290-03 ENGINEER OF WORK: -~CJ DATE:/c!tdi'? TIMOTHY 0. CARROLL, JR. RCE: 55381 . -- I 7279 ) fS /O' It/DE A.C. ACCESS-"-----c'I ROAD & IO' IIJDE PEDESTRIAN ACCESS ~ EASEMENT PER FINAL o; MAP "i ~ ~ r;:: • N :;,, ~ FG .. ,, -/ "AS BUILT" /; ~/2'~ x:4Y/4o,vl> l, MAR77,sl ReE <f-B/',,70 EXP. f,,-$.o-tt,, -A 4 ~zvt;J/8J'' A 1!J ' (} :/. r/(;/, v· ' INSPECTOR - i' _; , ,. -.. ,1 ; / :, ... ~""',~1•+· ~DI\ u> .. ·o·· 0 . . J,t' ® ----::: S11/0 LIAIA PER owe 475-2 lO PAO/= 373.5 9J' __ .;·- "J"() ___ / r--04~ ... J6o 2:IMA% HUNSAKER & ASSOCIATES lldi 0H(;0. INC:. IV -.xJ M)t~~ INQNLLKINC San O..>ac, C. tltn SUl<t\llYIN(j N.f(0~)~~-4500· FX'(-»0}5">&-\41"4 C I . ·i....... ... _.._. _,.,.___ " 1/?')J- 7 DATE z/2/r BENCHMARK: DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 62!5" IN CURB IIEST SIDE OF COMMUNITY LOI LOCATION: COMMUNITY PARK/NC LOT NORIH OF CAMINO OE LOS COCHES ANO EAST OF CALLE 1/MI/EO. SET IN CURB ON IIEST S!OE OF PARKING LOT, 104 FT FROM SOU IHIIESIERL Y CORNER OF RES/ROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) 65' 350 /-f-iS t€LM 7-24-/3 IILl-1 DATE INlllAL I I kl I - I ///!' I - 57, PAO= 37,f,,f 6!' 2:! YA% \ \ I L -- I I \ '· I I / /)' I \ PAO= 375.0 I \1 I :'------SUBDRAI , P£R ·· i SO(LS R£. '/IT I . SEE SHEET No. I I ' ' ' , • ~\ AS.Al.I/Lr 11' L19;,/;,,/J;-,,,0 o" '°EE<:kV.51/><E cfi,/1%,~ <'.llo/13 DATE INITlAL DATE o· 5• 20· 10 40' SCALE: 1" = 20' - 12 - ~-I ~ --" I~ ~ • ~ I ~ 1~® ~ V) I ~ V) I ~ I , 1 _[_.._ / I ~ I.I_ I / I SH7EJ I CITY OF CARLSBAD SHEETS 22 ENGINEERING DEPARTMENT GRADING PLAN FOR: LA COSTA TOWN SOUARE R£S/D£NT/AL APP~ ;J{N~AN,~ ,1/ze./12 CITY ENGINEER PE 41204 EXPIRES 3/31/13 DATE . <Svf' DWN BY: PROJECT NO. DRAWING NO. INITlAL CHKD BY: /1A;:i 7 QATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL RVWD BY: C. T. 08-03 475-28 ELEVATION: 173.24 DATUM: NCVD 1929 I: \001017\Jl~identi□I\Groding\1090fG07.dwg Oct D8, 20\2 10; Olom Xref■: 10171?01; 1090fG; l090fmop; 10Q0fllr, 10\77Ull; 1090F1.lll; 1090f"GRD; 1D9Dngrd-os; 1090ngrd; 1090~•\r; 1090nu\l .. 'Iii I I ·•.. . • J6o '•·•,,,~ --,, NOTE!! ELECTRONIC DA TA FILES ARE FOR REFERENCE ONL Y AND ARE NOT TO BE USED FOR HORIZONTAL OR VERT7CAL SURVEY CONTROL ',,' ',' ',, . / / / . ,// / / / / / . , , / / / • I ,\ I I ,~✓q~, s 2710 Loker Avenue West Civil [ngineerin<;l Suite 100 Plonning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fox: 760-931-6660 ODoyConsullonls.com , ' - / 2_,?g' \ I . 'L 2:/ YA;r J / SEE SHEET No. 11 ll ··:·, ' .HUNSAKER & ASSOCIATES 14li. \IIIGO. IHC. . f'L/ ~-Vlr!1waple,Slrftt o-lO.NUJ.JNC ·, $arJ ~O. Ca llllZI ~VRVnlNG PlfUISBh!.0-4500• IX(!l58)55&-1414 . .. "AS BUILT" DESIGNED BY: A.M. B.R. DATE: JANUARY 2012 DRAWN BY: J.S. G.M. SCALE: 1" = 20' ~?2J4.z /JJ..c PROJECT MGR,: r,c, JOB NO,: 101290-03 ·~(WL.MAATl/'I Ri',E ~f/7.'TO EXP. 6•3e>-fl, ENGINEER OF WORK: , /21d 8tf. 1d! -~(' __._$ DATE: tdtd/.?_ -----. TIMOl HY 0. CARROLL, JR. RCE: 55381 INSPECTOR . • lff~; 'DATE iil-r / □\\iE SEE SHEET No. 5 \ / c" 11 / I I I BENCHMARK: DESCRIPTION: 2 1/2' 0/SC STAMPED "CLSB-011 LS 62!5' IN CURB ~ST SIOE OF COMMUNITY LOT r LOCATION: COMMUNITY PARKING LOT NORIH OF CAMINO 0[ LOS COCHES AND [AS/' OF CALLE 1/MITEO, SET IN CURB ON /lfST SIDE OF PARK/NC LOT, !04 FT FROM SOU/HllfSTERLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. !121! (PT. NO. 1!} ELEVATION: 113.24 DATUM: NCVD 1929 r .Y J JB,. -- f.04% -~ _ __:.,,- I ' ~ \ ' ' PAD= 379.8 ~ ~ \ PAD :;; }6-1. 0 . (-~·IS ~Lf,f I'-< A S-l!,UI{,, 7' 7-.).<J-./3 /-?.U1 I t\ /1$5V.;,p,-;,,,,u a J: .,, /:', ~ f'o,v <; I UE'. C/IA/16 E DATE INITIAL ENGINEER Of WORK REVISION DESCRIPTION l: \001017\_RHidwr1Ual\Grodi19\109DrG08.d-.9 Del 05, 2012 J: 2!1prn Xr1fs: 10171P01; l017711ll; 1090f"G; 10901rnop; 1090f&lr, 1090/ull; 1090/grd !7 PAD= 380.7 I I e/r,,J,3 E:,\/(' DATE INITIAL DATE IN!llAL OTHER APPROVAL CITY APPROVAL o' 5' 20' 10 40' SCALE: 1" = 20' I SH8ET I CITY OF CARLSBAD I SH22 5 I ENGINEERING DEPARTMENT GRADING PLAN FOR: LA COSTA TOWN SQUARE RESIDENT/AL AP,M~: ,~J_., V,~KI I/ /z_lJ/, 2 CITY ENGINEER PE 41204 EXPIRES 3/31/13 DATE ' OWN BY: PROJECT NO. DRAWING NO. ov.J CHKD BY: C. T. 08-03 475-28 RVWD BY: SEE SHEET No. 5 J ~ ~ ~~ ~ _e,c~=: PAO= 380.7 V) ~ V) -·----~. 1/ -\-Js<t /& SEE SHEET No. II NOTE!! ELECTRONIC OA TA FILES ARE FOR REFERENCE ONL Y ANO ARE NOT TO BE USED FOR HORIZONTAL OR 1/ERTICAL SURI/EY CONTROL ---~ ~ --~-------~ ~ 2710 Loker Avonuo West Suit, 100 Carlsbad, California 92010 760-93 1-7700 Fax: 760-931-8680 ODoyConsultonls.corn PAO= 382.0 Civil Engineerin\} Planning Proce,sing Surveying TIMOTHY 0. CARROLL, JR. SEE SHEET No. ::-;;~=_J=t::- 6 JYff RCE: 55381 19 ------------ ----,._~ ,---CONNECT TO [%/Sr.--------,§," BROW DITCH p[R D I lP _----,,-- I w ' 19+68,92 19+50,00 VC 38/,56 H':__- JBt.47 8 -W--- ------ ------ .---:: 0 0 z 0 BENCHMARK: DESCRIPTION: 2 1/2' DISC STAMPED 'CLSB-011 LS 6215' LOCATION: IN CURB WEST SIOE OF COMMUNITY LOT COMMUNITY PARKING LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE llMITEO. SET IN CURB ON //EST SIDE OF PARKING LOT, 104 FT FROM SOUTHIIESTERL Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71} ELEVATION: 173.24 DATUM: NCl/0 1929 'lc:./d±.2':,. ieu--1 OArE INITIAL ~' --- O.M. W.D. NOT£ u'S, 0 GRADING /ffll!IN WATER EASEMENT REQUIRES YrRITTEN PERMISSION FROM OL/1/ENEHAIN MUNICIPAL WATER DISTRICT /,\ £) ,'>1.,'/>'JD T;Cl!!2___Qf:__ .-fESl'()NSi~. 8/b/,3 DArE INITIAL DATE 6Vf INITIAL ENGINEER OF WORK REVISION DESCRIPTION OfHER APPROVAL CITY APPROVAL 1:\001017\Y•~ldlllll!ul\Groding\1090fGOO.d,.g Oct 0~, 2012 J:35pm Xr1f,: 10l7TP01; 1090fg; 1090fmop; I090f~lr; 1090/uU; I090fgrd; 10117UTl; 9a-Q.4L0TS (-~~:1\ -,_ o· s' 20' 10 40' SCALE: 1 " = O' I / / I I sr9cr I CITY OF CARI.SHAD I SH225 I ENGINEERING DEPARTMENT CRADINC PLAN FOR: LA COSTA TOWN SQUARE RESIDENT/AL AP~~: o/N~VA~l -3/w/_g_ 'kl ./'a!,_ . CITY NGINEER PE 41204 EXPIRES 3/31/13 DAT OWN BY: PROJECT NO. DRAWING NO. CHKD BY: c::,~ C. T. 08-03 475-28 RVWD BY: 082213 011413 1219'\ 2 ·O \0 ~ 0 ~ 'Tl .,:. N~ N, N ca ~o 0 0 I I NOTE!! ELECTRONIC DATA FILES AR£ FOR REFERENCE ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL I /lj .. 2710 Loker Avenue West Suite 100 Corl,bod, California 92010 760-931-7700 Fa)(: 760-931-8680 ODoyConsultant:,.com ~ Civil Engineering Plonning Proc.e:1,ir\g Surveying I I I I 1~✓¢/ I I * ---✓¢0 Q. \), C, 358.0 FG -!!_/ ~ \>) 350.0 ·,. FG '". ~-'•, '·,, --\ rs q ... = _.., \~ ~ \ I G>·o ~, -,,_ "I, ~~ / f.~ \ ----1--------\ I I •t 6~~ '#~ ~\ s ~~ , i' / / I PAO= 330.0 -\-S<f. >_ 1 I / / /\ PAO= 332.3 I I 65' -;,c-___ ·.:::···===-=-=---.::-::::J'.~~:--=.····=-=-=-====J=-~-:70 \ L /_ '"·-,,, __ ' \ .,_ "-.. ~G ~:S/ '-C> 0 _.,,,,.,,---·-·----.--~ --tr==t<e---1-1 --~ -~ 9~ I \ I 93' r---s,,~--- 2:/ MAX -- 18 PAO= 335.0 ---- ---.. -----... _ SEE SHEET No. 7 I I ® ___ ) ______ . 65' _./ ":,'60 I 340 --- I PAO= 33-1.0 11--JI ,,-,,--.,,~ ,, --,1-- ,t' / t ® I I I I I o· s· 20· 10 ....... ....... SCALE: 1 " ~ 20' 40' SEE SHEET No. I 2 DESIGNED BY: A.M. B.R. DRAWN BY: J.S. G.M. PROJECT MGR.· T.C. ENGINEER OF WORK: DATE: JANUARY 2012 SCALE: 1" -20' JOB ND.: 101290-03 -~u DATE: tg4,lr 2-.. RCE: 55fat flMOTHY 0. CARROLL, JR. "AS BUILT" /J,a,I= ____/4 i h s-~lr+ fl.TIN '1"10 EXP. fl -!,O•/f,, !:SPECTOR y~!dtJ~ --4t/4s BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVATION: 2 1/2" DISC STAMPED 'CLSB-011 LS 6215" IN CURB 1/fST SIDE OF COMMUNITY LOT COMMUNITY PARKING LOT NORTH OF CAMINO OE LOS COCIIES AND EAST OF CALLE TIM/TEO. SE! IN CURB ON 1/fST SIDE OF PARKING LOT, 104 FT FROM SOUTllllfSTERLY CORNER OF RES/ROOMS R.O.S. NO. 17271 (Pf NO. 71) 173.24 DATUM: NCVIJ 1929 1----1----1--------------+-----t-----t---ir----i CT[] CITE!GINi[NG q~~JtAD SHEETS 22 DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL Cl fY APPROVAL !:\001017\_.Ru1denUul\G<adlng\1090fG10.d\ljg 0<:t 05, 2012 3:37pm Xrtfs: 10171P01; 1090fG; !090fmap; 1090/str; 10l77UTL; 10\IOFlJTl; 1090FCRD: 1090ngrd-o,; 1090ngrd; 109Crulr; 1090nuU GRADING PLAN FOR: LA COSTA TOWN SOI/ARE RESIDENTIAL APPm: ~w_ V~="E~· K-1-~--_ll/28_/& CITY ENGINEER PE 41204 EXPIRES 3/31/13 DATE DWN BY:-~- CHKD BY: eu.J RVWD BY: PROJECT NO. C.T. 08-03 DRAWING NO. 475-2B oszz 13 121912 'C I-' :e 0 C) O.i::a, -n '.I N u, NI N c:, I I / ,,,---- 350 ~ ....... • ~ ~ @ ~ -----V) PAO= 331.5 ~ I ~ I / 67' 2:/ !,/Al I I I I I I I I V) S/JBORA/fy 'ER / S0/1,YREPORT'------ o 'I-a '---7 ' , I I NOTE!! I I ELECTRONIC DA TA FILES ARE FOR REFERENCE ONL Y AND ARE NOT TO BE USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL I I T"---tl I 0 I I SEE SHEET No. 7 I I I I I 07\ I • I ~ I \ I I I 329,0 TW 329.0 ~r" 328.5 ,. PAO= 329.0 333.5 TW 329.0 fG 320.5 rr 335.0 rw 335.0 FG 334.5 Tf Jl Jl ;; 3J4, ----,, __ ✓1-,,-;; I I J70 ___ ___.,.,. i / I I ( ' I I __.-:- I \ I I I 229' ' I I I ~ ~ / / / 0 , / , I ·----·--·------ ! I 2:! MAX , / SEE SHEET No. 8 ---~-. ------, , , I J I @;' I I I I ,,1 / ,,) ~~ I iO -~ SEE SHEET No. 2710 Lok"r Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODoyConsultonb.com Civil Engineering Planning Processing Surveying ~ 13 "AS BUILT" <'.'/4~ DESIGNED BY: A.M. B.R. DRAWN BY: J.S. G.M. PROJECT MGR.· f.C. DATE: JANUARY 2012 SCALE: 1" = 20' JOB NO.: 101290-03 1? Y, 0 I> L. , M AR. TI />I f-------------------j Fr.' 48(.70 EXP.(,•~-//,, _1,,;fii:s- Po'°'.a.TE 1/ ~ PAO= 3 3.0 BENCHMARK: DESCRIPTION: 2 t/2" 0/SC STA.IIPEO "CLSB-011 LS 6215" IN CURB /lfST S/0[ OF C0.111,1/JNITY LOT LOCAflON: COI.II.IUNITY PARKING LOT NORTH OF CAI.I/NO 0£ LOS COCHES ANO £AST OF CALL£ T/1.//1£0. SET IN CURB ON IIEST S/0£ OF PARKING LOT, 104 FT FROI.I SOUTHM:STERLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. /1271 (PT. NO. 71) ELEVATION: 173.24 DATUM; NGVD /929 l~E..::.l'ii. ~L.M ~ 7-.;!.4--15. lc.LM. DATE INITIAL ENGINEER OF WORK • I/~\ ~BJl.!.J.,_-r /1V'1s;,;;~z-;;,--,t.) CONNECT WALL SUBORAIN TO BROW 0/TCH t>E ,fd~M.<::c~U;LC - REVISION DESCRIPTION I: \00101"/\_...R1s!d1ntlcl\Groding\1090FG11.d"g Oct 05, 2012 J: Jl!pm Xr1fr. 10171P01; 101771JU: 1090FC: 1090fmop; 1090blr: 1090fytl: 1090/grd: 1017PlAN; am-fmop / ,,--,, I I J'.->a I . DATE INITIAL OTHER APPROVAL -~ ..,_ \ ..,_ \. ~ ----~-.,.,, ',,.",-. --....,, o· 5' 20· 10 40' SCALE: 1" = 20' f/,C ef I S1E1ET I CITY OF CARLSBAD [ 5225 I ENGINEERING DEPARTMENT GRADING PLAN FOR: LA COSTA TOWN SOUAR£ RESIDENTIAL AP~ytl,~SKI -1~-zg/_[£ CIT\ ENGINEER PE 41204 EXPIRES 3/31/13 DAI - 0/0//2 6Vf DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL er.J CHKD BY: C.T. 08-0J 475-28 CITY APPROVAL RVWD BY: 082213 011413 II/ {,._ #/ /;J /;/ 1/ ~(,._ &1/ /21/~ /; /; /;, i/ 1/ \~/;I/ './) f . . 4· NOT£!/ / ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 'IERTICAL SUR'IEY CONTROL (I ) / SEE SHEET No. 10 c.. ½ '1 1ot /4 /; ' li7 . • . . ·r PAO= 324.9 Pi .... .... "--.,,,,-,._ ·------------·--. ._,, __ / ~✓ / [)j <5 /.,.,., .. -... ..., I I I I I I \ ( ASSUMPTION OF tsESPoNS/8LE CJ-,'Rft?.GE . As-oF 4--/3 -~o/3 I /fE/cE5Y /1-SS.a#/£ if£-SPoftl.Sr'BLE (,, CH/1/cGE l"'olc. D&s/,;.N C../MJV&E5, c,;::: ,,1-/1.s D/2,;:/W /¥6', 1 "/4<,f:_ 7 U. .l \. RAY '1/t>L. ,.,,,A-R??,v ft:.CE. 4-§tb?o EXA ,i,-30-/¢. '\ , -' ••.,. I, ' G]) ~ DESIGNED BY: A.M., B.R. DATE: JANUARY 2012 ~ "AS BUILT" 0 ,/ DRAWN BY: J.S. G.M. SCALE: 1"; 20' ,.t:~ PROJECT MGR: T.C. JOB NO.: 101290-03 ,f. ~MAR.7'MI C O N S U L T N '""T-Scc---f----------------i R +IIC.7o EXP. t,-Jo-/C. 271 O Loker Avenue West Suite 100 Corlsbad, California 92010 760-931-7700 Fox: 760-931-8680 00oyCon,ultanl,.corn Civil Engineering Planning Proce,sing Sur,,11ying RE' ~W~oY·.. 1_, V 17-~ Ct/ DATE: 1c:/tc/.!<..-~CUf__j · U&~ 1=1Mc"O:'.'.Tf~IY:::O::. :::C:::AR:::R~OL""Lc::, J:;:.cR::. _!__-----'=':;R:;cCE;:':~55381 INSPECTOR ENGINEER OF WORK: _¢j-/;s- DATE ~ q; I cw '\' fV 1'5 """• -----· --·-. I ------------,,.--·--------~ -----~ ti'/, ~ I ® SEE SHEET No. 14 BENCHMARK: DESCRIPTION: LOCATION: RECORD FROM: ELEVMION: 2 1/2' DISC STAMPED 'CLSB-011 LS 62/5' IN CURB llfST SID[ OF COMMUNITY LOT COMMUNITY PARK/NC /OT NORTH OF CAMINO D£ LOS COCf!ES AND EAST OF CALLE llMITEO. SET IN CURB ON llfST SID[ OF PARK/NC LOT, 104 FT FROM SOUTflilfSTERL Y CORNER OF RESTROOMS R.O.S. NO. 17271 (PT. NO. 11) llJ.24 DATUM: NCVD 1929 /,:·; --r-,/--.. ,, 'f j w?--f-.1 ,, ::--7h-- -- 92' o· s· 20· 10 40' SCALE: 1 • ; 20' .. PAO= 331.4, 0 ~ ""'-.,-...... • PAO= 328.2 ~ ~ ~ V) ~ V) (jJ PAO= 321.5 J/5.o re ® 318.0 TW Jt,t.5 Tr rll·- PAO = 315.0 __ .. 315;rr:FG _______ .--315. 0 rr ------·· 314.5 --------.•. 0 ~ CITY OF CARl.SBAD I SHEETS I I---J---t-----------------i=---1-1--T-7 ~ ENGINEERING DEPARTMENT 22 I---J---t---------------,,---,-,--T-7 GRAD/NC PLAN FOR: ~l"'~r'""'--''-~'--'--"'-'----=-=-::-.-=-:-:::--:--=-:-;::::-::-:r----r--rc ~ 1 ,cl_$$,M!':ll'T,,,,AJ ~;e Ji'6sl'a,O.si&.£._~ gl~~ <SV r-o;DA-;:c;T-;c-E TINITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I:\001017\_RH1d1ntlol\Gradtng\I090FGl2.d,.g Oct 05, 2012 :S:-4-lpm Xr1fa: 1017fP01: 1090f'C: l090fmcp: 1090fstr: 101nulL: l09°'1MAP; 1090FUIL; 1090FCR0: 1090ngtd-o,: H.MlOngrd: 1090n,tr; 1090nuU LA COSTA TOWN SOI/ARE R£S/O£NTIAL APPRJ»tD;_,9LE~ )<. Vlt, Pf/,KI -QA.A.. 7/a,, ~ _jJ_UJi!)!Z,___ CITY ENGINEER PE 41204 EXPc=IR=ESc-c-3/"'3~1/'"13=---DA(E DWN BY: ---,- CHKD BY· ?vi RWID BY: PROJECT NO. C.T. 08-0J DRAWING NO. 475-28 082213 011413 iZ'\912 0 ..... ~ Ne, 0~ ' .,, ....., ' N UI N• N 0, (j) ® S££ SH££T No. I 0 I -w""">---;/'._J ::---,+,-- I PAO= 312.0 PAO = JOJ.O IJ.f' .J, REMOVE HEAOWAll -, ,t RIP-RAP 2:/ ,1(4,r .. · .. ·."_:;;.... . . . lii=,... S££ SH££T No. 14 \ = 318.0 \\ • I I \.. RA~. MA/47/,,J /s:<'.c q..gc,70 £KP. eo -3o-/4- ·-·\_ ..,.,, _.....___ . ....._ ..._ ----· -~..,.r"""'-.,.,..,.-_.:.......,_,_,,. . .,...__ .... ,.-~'---..-,r..,___ __ . ._~_, NOT£!! ELECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL c~/~~, s 2710 Loker Avenue West Civil Enginaering Suite 100 Planning Carlsbad, California 92010 Processing 760-9.31-7700 Surveying Fox: 760-9.31-8680 ODoyConsultonts.com DESIGNED BY: A.M. B.R. DATE: JANUARY 2012 DRAWN BY: J.S. G.M. SCALE: 1'' -20' PROJECT MGR.· [ c. JOB NO.: 101290-03 ENGINEER OF WORK: ~Ct! DATE: 10df'> TIMOTHY 0. CARROLL, JR. RCE: 5538'1 "AS BUILT" ~fc1dir,;v---1nJ-r DTE R c 4-8'-70 EXP. r,,Jt,-/1,, I ~'f;ll_Zz. {))(11}/L~ ¾LL INSPECTOR ~E BENCHMARK: I 329.0 TW 327.0 FG 326.5 TF 327.0 TW 327.0 FG 326.5 Tf DESCRIPTION: 2 1/2' DISC STAMPEO "CLSB-011 LS 6215' IN CURB M:ST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO DE LOS COCHES AND EAST OF CALLE llM/TEO. SET IN CURB ON M:ST SIOE OF PARK/NC LOT, 104 FT FROM SOUTf/M:STERL Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17211 (PT. NO. 11) ELEVATION: 173.24 DATUM: NCVD 1929 PAO= JJ5.0 © o.s. {-'l ;k::. 8U1_ 7 .::,"1--$ /!UM DATE IN!TIAL ENGINEER OF WORK . S££ SH££T No. I I / 337.o rw 335.0 FG 334.5 TF JJ5.0 TW JJ5.0 FTFG JJ4.5 . . / / / .--:· r / ,v.,. vio'·· / .. -~. ,,," °71 1/, . -,; \ ') ') / "'··lo / / .,-...,, 0. --.-;;; • O .___,_ '' .,.if~1~ A1o,6~ / 'l\'\1~1>-cJ /~1,G\i U'i> Go\'i. iio ~o Jc ~ ZJ 18" RCP CASING o' s· 20' 10 40' SCALE: 1' = 20' POL YETf!YLENE CASING INSULA !ORS SPA CEO @ 10" 0. C. HOPE S!ORM DRAIN@ BELL DETAIL -STORM DRAIN CASING CIXl) NOT TO SCALE TABLE 2 STORM DRAIN DATA PR/VAT£ R£QUIR£0 TREATMENT CONTROL BMP TABLE DELTA BEARING RADIUS LENGTH • 1 N 76°02'11" W 2 N 11°44'11' E 3 N 11°41'39' W * 4 N 58°11'58' E 5 N 78°15'49' W * WATER TIGHT JOINTS 33.90' 42.00' 8.00' 23.10' 16.00' REMARKS 6" HOPE 6" HOPE 6" HOPE 12" HOPE 4" PVC DESCRIPTION QUANTITY BIOFILTRA TION 8ASIN I £4 I sir I CITY OF CARLSBAD I SH225 I ENGINEERING DEPARTMENT CRAOINC PLAN FOR: LA COSTA TOWN SQUARE RESIDENTIAL '-<\ ,iS -,SW{t.,_T A~L~~KI Cl1 ENGINEER PE 41204 EXPIRES 3/31/13 _lL~:zli/11,_ DAE /1\ "',;'>«Mf'Tf<>N '2LLf~f'oA/Si64L_ C1?>br, eliolr3 E,Vf' DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: c;W C.T. 08-03 475-28 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: I: \001017\_R,~1danU<1I\Gr<1ding\1090fG1J.d.-g Oc;t 05, 2012 J; 4jpm Xf1fa; 1017TP01; 10177Ull: 1090fG: 1090falr; 1090fuU: 1090fgrd; !090fMAP; 98-IHlOIS; 1□90AN -·1 --J __ 082213 0174 !J ,.·. , 121912 . ,,, C ~~ 0.1:a, .,, ""J N u, N' N c:, i ! ------- / I I .. , -/ --+--1--RW CAUTION! YOIJ ARE EXCA VA TINC IN THE 'IICINITY OF A 4" HICH PRESSURE CAS LINE NOT£!! \ \ - \ ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR 'lfRTICAL SUR'lfY CONTROL --------1# <,:;, ofESSt ;.:;_ t,, ::! ..... ~ z ~ NO. 55361 !;) * * o'"'fl) CIVIL f/;.~'t- (' OF CALl~<J ' ~ ' ,. • ~ ;;; ·,, __ ~ ' ' " . ' '· ' \ \ \ \ \ ' \ 78' 2710 Loker Avenue Weet Suite 100 Carlsbad, California 92010 760-931 -7700 Fox: 760-931-8680 OOoyConsultants.com .l/.1, .112.5 · ... .112.0 ..____:.-,. ·y· · .. 6" HOP£ . o 2.ox ·•. 86' ENGINEER OF WORK: ... J/2, W/0£ STORM 2ffRAIN £AS£1,/[NT, £R FINAL /,/AP, Civil Engineering Planning Processing Surveying ~c'd.- TIMOTHY o. CARROLL, JR DATE: tof c/12.,_ RCE: 55381 SEE SHEET No. 12 .. . I I l-1 ~:?/.!___1 ·__!__r ..---:---_,,,r RECORD FROM: ELEVATION: ® PAO= 321. .. J/8.0 J/5.0 Jf,1,5 PAO = 315.0 ,........---- -------j f 4, 113.24 , , DATUM: NCvD 1929 ~725is. -rr: 1/3' RELDCAT£ ST. L/Gf./T ADD PD/...L£D • CURB f CONC. APRON 1-11-,~ fl~_ ~ ..... _ -.,,, r 7:-;;:, q. -/• R:./..M /1\"'-~5t/;,, Pr/Oil:! ~F "'&5P,:,.v;;/• lE C/1'9£61= DATE INITL',L DATE INrTIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL I: \001017\...Rn!d111lkll\Gnidiri9\1090FGt-4.dw',I Oi.t 08, 2012 4: 1Jpm Xr,f~: 10171POI; l090fG; 1090f■tr; 10177Ull.; 1090nMAf'; \09CfUTL; 109Cf"GRD; 1090flgrd--o,; 109lxlgrd; 1090n■tr, l09°'1uU; 1090ft.lAP .. I/ . . . -· . /J . .• . o· 5• 20' 10 40' SCALE: 1" ; 20' .-1· . :·., '.• I . ~-. ••. \ \"'70""-' I ,i I 295• / .,, ,,, '-':• ·.') 2· ZS, IS ,sf.I,. fZ,/fo/13 G,v(' DATE INITL',L CrrY APPROVAL I ~- E, rsf.121• s. : ,., S, \ I TABLE 2 HEOIJIHEO TREATMENT CONTROL BJ.IP TABLE < OESCRIPTION QUANTITY BIOF/lll/ATION BASIN 1 £4 OFFS/TE BIOF!l Tl/A TION BASIN 1 £4 I s1TI CITY OF CARISBAD I SH225 I ENGINEERING DEPARTMENT CRAOING PLAN FOR: LA COSTA TOWN SQUARE RES/Of NT/AL ~y~~KI Cl ENGINEER PE 41204 EXPIRES 3/31/13 .llf/8/,z DAE OWN BY: PROJECT NO. DRAWING NO. c;,,J CHKD BY: C.T. 08-0J 475-28 RVWD BY: 082213 0111113 021815 \21912 C .... ~ .,::a. a) 0 .,::a. .,, ""J N u, NI N g, LA RES DENT AL COSTA TOWN SQUARE ANCHOR RETA N NG WALL PLAN 1.0 SCOPE OF WORK 1. THE WORK SHALL CONSIST OF FURNISHING AND CONSTRUCTING ANCHOR WALL BLOCK AND MIRAGRID GEOGRID REINFORCED 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 INCLUDED: A. FURNISHJNG ANCHOR WALL SEGMENTAL CONCRETE FACING AND CAP UNITS AS SHOWN ON THE CONSTRUCTION DRAWINGS. B. FURNISHING MIRAFI 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 GEOGRJD REINFORCED AREA AS SPECIFIED HEREIN AND AS SHOWN ON THE CONSTRUCTJON DRAWINGS. E. ERECTION OF ANCHOR WALL SEGMENTAL CONCRETE UNITS Al'l□ PLACEMENT OF STRUCTURAL GEOGRID. 2.0 REFERENCE DOCUMENTATION 1. O'DAY CONSULTANTS, GRADING PLAN, DATED APRIL 2012. 2. SOUTHERN CALIFORNIA SOIL & TESTING, INC., GEOTECHNICAL INVESTIGATION, SCS&T NO. ·t 1·I118G, DATED JANUARY 3, 2012. 3 SOUTHERN CALIFORNIA SOIL & TESTING, INC., GRADING PLN'J REVIEW, SCS& T NO. I l 11188, DATED JUNE 19, 2012. ,t_ WHERE SPECIFICATIONS AND REFEf~ENCE DOCUMENTS CONFLICT, THE ENGINEER SHALL MAKE FINAL DETERMINATION OF THE APPLICABLE DOCUMENT. 3.0 SPECIAL PROVISIONS 1. RED ONE ENGINEERING, INC. (RED ONE) ASSUMES NO lJAEllLITY FOR INTERPRETATION OF SUBSURFACE CONDITIONS, SUITABILITY OF SOIL DESIGN PARAMETERS AND SUBSURFACE GROUNDWATER CONDITIONS MADE BY OTHERS. 2. THE OWNER SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL. STATE AND LOCAL REQUIREMENTS FOR THE EXECUTION OF THE WORK, I/'ICLUDING 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 t-!AS 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 SUITABILITY OF PLACING RETAINING WALLS AT THE LOCATIONS PROVIDED TO US, INCLUDING GEOTECHNICAL SUITABILITY AND SITE GLOBAL STABILITY. 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 BLOCK AND THE MIRAFI MIRAGRID 3XT ANO 8XT 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 IF CONSTRUCTION OF THE PROPOSED SEGMENTAL RETAINING WALL ENCF~OACHES ANY PROPERTY LINES OR EASEMENTS. 4. IT IS 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. SURI/EYING OF THE SEGMENTAL RETAINING WALL MUST TAKE INTO ACCOUNT THE DESIGN BATTER IND!CATED ON THE ENCLOSED PLANS ANO 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 TO TEN BUSINESS DAYS TO COMPLETE. 6. IF THERE ARE DISCREPANCIES BETWEEN ANY INFORMATION ON THESE PLANS AND INFORMATION IN THE PROJECT SPECIFICATIONS, HIE MORE RESTRICTIVE INFORMATION TAKES PRECEDENCE. 5.0 MATERIAL NOTES 1. CONCRETE RETAINING WALL UNITS: "ANCHOR VERTICA RETAINING WALL UNITS" AS MANUFACTURED BY SIERRA BUILDING PRODUCTS UNDER LICENSE FROM ANCHOR WALL SYSTEMS. 2. GEOSYNTHETIC REINFORCEMENT: MIRAGRID 3XT AND BXT, AS SHOWN ON THE DRAWINGS. 3. LEVELING PAD BASE A. AGGREGATE BASE: CF{USHEO 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 PASSl!'IG ·100 75 TO 100 OTO GO OT050 OTO 5 8. BASE THICKNESS: 6 INCHES (MINIMUM COMPACTED THICKNESS). C. COMPACTION: MINIMUM OF 3 PASSES WITH A VIBRATING 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 75 TO ·100 01060 OTO 50 OTO 5 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 D2<\87 AND THE uses CLASSIFICATION SYSTEM AND MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH ASTM 0448: SIEVE SIZE i INCH N0.4 NO. 40 NO. 200 PERCENT PASSING 100 20 TO 100 OTO GO OTO 35 A. THE PLASTICITY INDEX (Pl) SHALL BE LESS THAN 20. B. MAXIMUM PARTICLE SIZE FOR BACKFILL IS ONE ('l) INCH. C. UNSUJTABLE 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 IMPERl/lOUS MATERIAL: CLAYEY SOIL OR OTHER SIMILAR MATERIAL WHICH WILL PREVENT PERCOLATION INTO THE DRAINAGE ZONE BEHIND THE WALL. 7. DRAINAGE PIPE: PERFORATED OR SLOTfED PVC OR CORRUGATED HOPE PIPE MANUFACTURED JN 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 RETAJN 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 RESULTING SPACE SUFFJCIENTL Y 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 GEOTECHN!CAL ENGINEER TO DETERMINE JF THE FOUNDATION SOILS WILL REQUIRE SPECIAL TREATMENT OR CORRECTION TO CONTROL TOT ALAND DIFFERENTIAL SETTLEMENT. 4. FILL OVER-EXCAVATED AREAS WITH SUITABLE COMPACTED BACKFILL, AS RECOMMENDED BY THE PROJECT GEOTECHNICAL ENGINEER. 5. A KEYWAY SHOULD BE ESTABLISHED AT THE BASE OF SLOPED AREAS AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER OF RECORD. 7.0 BASE COURSE NOTES 1. PLACE BASE MATERIALS TO THE DEPTHS AND WIDTHS SHOWN ON THE DRAWINGS, UPON UNDISTURBED SOILS, OR FOUNDATION SOILS PREPARED AS DIRECTED BY THE PROJECT GEOTECHNICAL ENGINEER. A. EXTEND THE LEVELING PAD LATERALL'( AT LEAST 6 INCHES IN FRONT AND BEHIND THE LOWERMOST CONCRETE RETAINING WALL UNIT. B. PROVIDE AGGREGATE BASE COMPACTED TO 5 INCHES HtlCK (MINIMUM). 2. COMPACT AGGREGATE BASE MATERIAL TO PROVIDE A LEVEL, HAt{D SURFACE ON WHICH TO PLACE Tt-tE FIRST COURSE OF UNITS. 3. PREPARE BASE MATERIALS TO ENSURE COMPLETE CONTACT WJTH 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: Ef{ECT UNITS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS ANO RECOMMENDATIONS, AND AS SPECIFIED HEREIN. 3. PLACE FIRST COURSE OF CONCRETE WALL UNJTS ON THE PREPARED BASE MATERIAL. CHECK UNITS FOR LEVEL AND ALIGNMENT. MAINTAIN THE SAME ELEVATION AT THE TOP OF EACH UNIT 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 UNJTS SIDE-BY-SIDE 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 FOUNOA":-JON CONCRETE WALL UNITS. G. PLACE ·12 INCHES (MINIMUM) OF DRAINAGE AGGREGATE BETWEEN, AND DIRECTLY BEHIND THE CONCRETE WALL UNITS. FILL VOIDS JN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE. PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN 9 INCHES OF THE FINAL GRADE. CAP THE BACKFILL AND DRAINAGE AGGREGATE ZONE WITH 8 INCHES OF IM0 ERVIOUS MATERIAL. "/. INSTALL DRAINAGE PIPE AT THE LOWEST ELEVATION POSSIBLE, TO MAINTAIN GRAVITY FLOW OF WATER TO OUTSIDE OF THE REINFORCED ZONE. SLOPE THE MAIN COLLECTION DRAINAGE PIPE, LOCATED JUST BEHIND THE CONCRETE RETAINING WALL UNITS, 1 PERCENT (MINIMUM) TO PROVIDE GRAVITY FLOW TO THE DAYLIGHTED AREAS. DAYLIGHT THE MAIN COLLECT!ON DRAINAGE PIPE TO AN APPROPRIATE LOCATION AWAY FROM THE WALL SYSTEM AT EACH LOW POINT ORAT 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 BEFOf{E INSTALLATION OF NEXT COURSE. 9. CHECK EACH COURSE FOR LEI/EL AND ALIGNMENT. ADJUST UNITS AS NECESSARY WITH REINFORCEMENT SHIMS TO MAINTAIN LEVEL, ALIGNMENT, ANO SETBACK PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE. 10. INSTALL EACH SUCCEEDING COURSE. BACKFILL AS EACH COURSE JS COMPLETED. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE OF THE UNIT CONTACTS THE LOCATING SURFACE OF THE UNITS JN THE FRECEDING COURSE. INTERLOCK WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES. ATTACH CONCRETE RETAINING WALL UNITS AT EXTERIOR CORNERS WITH ADHESIVE SPECIFIED. 1 ·1. INSTALL GEOSYNTHETIC REINFORCEMENT IN ACCORDANCE WITH GEOSYNTHETIC MANUFACTURER'S RECOMMENDATIONS AND HIE SHOP Dfo\NNINGS. a. ORIENT GEOSYNTHErlC REINFORCEMENT WITH THE HIGHEST STRENGTH AXIS PERPENDICULAR TO THE WALL FACE. b. PRIOR TO GEOSYNTHETIC REINFORCEMENT PLACEMENT, PLACE THE BACKFJLLAND 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 GEOSYNTHETJC REINFORCEMENT HORIZONTALLY 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 PRIOR TO PLACEMENT OF THE BACKFILL SOILS. PULL GEOSYNTHETJC REINFORCEMENT HAND-TAUT AND SECURE IN PLACE WITH STAPLES, STAKES, OR BY HAND-TENSIONING UNTIL THE GEOSYNTHETIC REINFORCEMENT IS COVERED BY 6 INCHES OF LOOSE FILL. L THE GEOSYNTHETIC REINFORCEMENTS SHALL BE CONTINUOUS THF{OUGHOUT THEIR EMBEDMENT LENGTHS. SPLICES IN THE GEOSYNTHETIC REINFORCEMENT STRENGTH DIRECTION ARE NOT ALLOWED 9. DO NOT OPERATE TRACKED CONSTRUCTION EQUIPMENT DIRECTLY ON THE GEOSYNTHETIC REINFORCEMENT. AT LEAST 6 INCHES OF COMPACTED BACKFILL SOIL IS REQUIRED PRIOR TO OPERATION OF TRACKED VEHICLES OVER THE GEOS'(NTHETIC REINFORCEMENT. KEEP TURNING OF TRACKED CONSTRUCTION EQUIPMENT TO A MINIMUM. t1. RUBBER·TIRED EQUIPMENT MAY PASS OVER THE GEOSYNTHETIC REINFORCEMENT AT SPEEDS OF LESS THAN 5 MILES PER HOUR. TURNING OF RUBBER-TIRED EQUIPMENT JS NOT ALLOWED ON GEOSYNTHETJC REINFORCEMENT. 9.0 BACKFILL PLACEMENT NOTES l. PLACE REINFORCED BACKFILL, SPREAD AND COMPACT IN A MANNER THAT WILL MINIMIZE SLACK IN HlE REINFORCEMENT. 2. PLACE FILL WITHIN THE REINFORCED ZONE AND COMPACT IN LIFTS NOT EXCEEDING 6 TO 8 INCHES (LOOSE THICKNESS) WHERE HAND-OPERATED COMPACTION EQUIPMENT IS USED, AND NOT EXCEEDING 12 INCHES (LOOSE THICKl'IESS) WHERE HEAVY, SELF PROPELLED COMPACTION EQUIPMENT IS USED. A. ONLY LIGHTWEIGHT HAND-OPERATED COMPACTION EQUIPMENT IS ALLOWED WITHIN 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 01557) FOR THE ENTIRE WALL HEIGHT.. 8. VERIFY COMPACTION REQUIREMENTS WITH THE PROJECT GEOTECHNICAL ENGINEER. C. UTILITY TRENCH BACKFILL: COMPACT UTILITY TRENCH BACKFILL JN OR BELQ\1\/ THE REINFORCED SOIL ZONE TO 95 PERCENT OF THE SOIL'S STANDARD MAXIMUM DRY DENSITY (ASTM D1557), OR AS RECOMMENDED BY THE PROJECT GEOTECHN!CAL ENGINEER. D. MOISTURE CONTENT: AT OR 3 PERCENTAGE POINTS ABOVE THE OPTIMUM MOISTURE r.:;oNTENT FOR ALL WALL HEIGHTS. E. rHESE NOTES MAY BE CHANGED BASED ON RECOMMENDATIONS BY THE PROJECT GEOTECHNICAL ENGINEER. 4. AT THE ENO OF EACH DAY'S OPERATJON, 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 JS 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 CONSTRUCTJON SITE. 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, TYPICALLY CLEAN SAND AND!OR GRAVEL. ANY STRUCTURAL Fill FOUND TO BE FROZEN ON SUBSEQUENT DAYS OF CONSTRUCTION MUST BE REMOVED AND REPLACED PRIOR TO PLACING ADDITIONAL FILL. 10.0 CAP UNIT INSTALLATION NOTES 1. APPLY ADHESIVE TO THE TOP SURFACE OF THE UNIT BELO'N 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 1-114 lNCHES OVER ANY 10-FOOT DISTANCE, wm-1 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 DIS rANCE, WITH A MAXIMUM DIFFERENTIAL OF 3 INCHES OVER THE LENGTH OF THE WALL 8.2. CORNER AND RADIUS LOCATIONS: PLUS OR MINUS 12 INCHES. 8.3. CURI/ES AND SERPENTINE RADII: PLUS OR MINUS 2 FEET. C. IMMEDIATE POST CONSTRUCTICN WALL BATTER: WITHIN 2 DEGREES OF THE DESIGN BATTER OF THE CONCRETE RETAINING WALL UNITS. D. BULGING: PLUS OH MINUS Hf4 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 UTILITIES ARE LOCATED WITHIN THE PROPOSED REINFORCED ZONE 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, 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 UNITS, REINFORCED SOIL MASS, AND SURCHARGE LOADS (IF ANY). 3. STOF{M DRAINS ARE PRONE TO LEAKING. THEREFORE, IF A JOINT IN A STORM DRAIN IS LOCATED WITHIN 100 FEET 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 TlGHT WITHIN 100 FEET OF THE RETAINING WALL. LEAKAGE BEHIND A RETAINING WALL WILL INCREASE THE HORIZONTAL PRESSURE AGAINST THE WALL LEADING TO WALL FAILURE. prepared by #1~ed 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red 1 engineering. com "AS BUILT" ~lf.tf11 ~/1_'-Jf BENCHMARK: DESCRIPTION: 2 !/2' DISC STAMPED 'CLSB-011 LS 6215' IN CURB MST SIDE OF COMMUNITY LOT one MP,! 1 HEW M. /MERRI IV RiE 68429 EXP. 9/30/.15 ,> .. engineering Inc INSPECTOR R:\1 Active projects\LCTS-Res1dent1al\Construct1on Draw1ngs\C491-000NN0.dwg, SHEET 15, 10/8/20 12 11.23:08 AM '7/4is ~* LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO DE LOS COCHES AND EAST OF CALLE TIM/TEO. SET IN CURB ON /lfST SIDE OF PARK/NC LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 113.24 DATUM: NCVD 1929 13.0 FIELD QUALITY CONTROL NOTES 1. INSTALLER IS RESPONSJBLE 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 QUALIFIED 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 GEOTECt-lNICAL ENGINEER TO PERFORM COMPACT JON TESTING OF THE REINFORCED BACKFILL PLACED AND COMPACTED IN THE REINFORCED BACKFILL ZONE. A. TESTING FREQUENCY (OR AS DIRECTED BY PROJECT GEOTECHNICAL ENGINEER) B. ONE TEST FOR EVERY 2 FEET (VERTICAL) OF FILL PLACED AND COMPACTED, FOR EVERY 50 LINEAL FEET OF RETAINING WALL. C. I/ARY 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 IS REQUIRED IN ACCORDANCE WITH IBC SECTION "1704.5. 2. THE SPECIAL INSPECTOR'S RESPONSIBILITIES INCLUDE VERIFYING THE FOLLOWING: A. UNIT DIMENSIONS. 8. CONCRETE UNIT COMPRESSIVE STRENGTH AND WATER ABSORPTION. C. FOUNDATION PREPARATION. D. UNIT PLACEMENT, INCLUDING ALIGNMENT AND INCLINATION. E. GEOSYNTHETIC REINFORCEMENT TYPE AND PLACEMENT. F. BACKFILL PLACEMENT AND COMPACTION. G. DRAINAGE PROVISIONS. 3. TYPE ANO EXTENT OF SPECIAL INSPECTION: A. SPECIAL INSPECTION SHALL BE PERFORMED ON A CONTINUOUS BASIS. 4. TYPE ANO EXTENT OF EACH TEST: A. MODULAR UNIT DIMENSION SHALL BE VERIFIED ONCE PER WALL PRIOR TO THE START OF CONSTRUCTION. 8. CONCRETE UNIT SHALL HAVE A MINIMUM 28-0AY COMPRESSIVE STRENGTH 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 ALIGNMENT ANO INCLINATION 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 CONTINUOUSLY VERIFJED 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 IN 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 ADDJTIONAL 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 IS 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 AND 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 COEFFIC!ENT: O.JIG C= 0 PSF C= 0 PSF C= 0 PSF GAMMA = 130 PCF GAMMA= 130 PCF GAMMA= 130 PCF 4. REINFORCED BACKFILL SHALL MEET SOIL CLASSIFICATION AND GRADATION AS STATED IN SECTION 5.5 THIS SHEET. 5. GEOTECHNICAL PARAMETERS USED FOR DESIGN SHALL BE CONFIRMED BY GEOTECHNICAL ENGINEER PRIOR TO WALL CONSTRUCTION. 6. 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. MINIMUM FACTOR OF SAFETY AGAINST BASE SLIDING= 1.50 B. MINIMUM FACTOR OF SAFETY AGAINST OVERTURNING= 2.00 C. MINIMUM FACTOR OF SAFETY AGAINST SOIL BEARING OVERSTRESS== 2.00 D. UNIFORM SURCHARGE = AS SHOWN ON STRUCTURAL CALCULATIONS E. BACKFILL SLOPE =AS SHOWN ON SITE PLAN AND STRUCTURAL CALCULATIONS 9. GLOBAL STABILITY (TO BE CONFIRMED BY GEOTECHNICAL ENGINEER) A. MINJMUM FACTOR OF SAFETY AGAINST STATIC GLOBAL STABILITY= 1.50 8. MINIMUM FACTOR OF SAFETY AGAINST SEISMIC GLOBAL STABILITY= 1.15 16.0 ANCHOR RETAINING WALL PLAN SHEET INDEX SHEET 15. SHEET 16. SHEET 17. SHEET 18. SHEET ·19. SHEET .!0. SHEET 21. SHEET 22. ANCHOR WALL NOTES ANCHOR WALL II 1, #2, #3, /14, #5 AND 116 PLAN VIEW ANCHOR WALL /17 AND /J/J PLAN VIEW ANCHOR WALL# 1, #2 AND f/3 PROFILE ANCHOR WALL 114 AND /15 PROFILE ANCHOR WALL 115, JIG AND II-"/ PROFILE ANCHOR WALL /18 PROFILE ANCHOR WALL SECTION AND DETAILS PEa..ARATION Of RESPONSIBLE OJARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT SHEETS 15 THROUGH 22, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE DESIGN OF THE RETAINING WALLS AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND THAT THE DESIGN IS CONSISlENT 111TH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRA\\1NGS, CALCULAllONS AND SPECIFICATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME AS ENGINEER OF WORK, OF MY RESPONSIBILlllES FOR PROJECT DESIGN. FIRM: RED ONE ENGINEERING INC. ADDRESS: 1295 DISTRIBUllON WAY CITY, ST.:,/4 v1fff/STA,, CALIFORNIA lELEPH~ w O 410.1.11: L BY: _ ___L_-....../1'./.-J..,r I ,,,,,,._· JJ,'l___!..!,I o~/.S<.eL/, l,:2&--:,__ rA TTHEW M. RRITT 71 DA TE R.C.E. NO.: 68429 REGISTRAllON EXPIRAllON DAlE: 09-30-2013 ANCHOR RETAINING WALL DESIGNED FOR INTERNAL AND EXTERNAL STABLITY ONLY. GEOTECHNICAL ENGINEER OF RECORD TO CONFIRM SITE GLOBAL STABILITY. f----------l--+---------------1---+-----l-----1----I I SH1E5ET I CITY OF CARLSBAD I SH2EET2S I ~=='...==:::::::E::::N::::G::::IN::::E::::E::::Rl::::N::::G=D::::E:::P=A::::RT::::M::::E:::N::::T==::::'....'::::::::=~ h.\ A5-Bu!L.T DATE DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ANCHOH H£TAINING WALL PLAN FOi?: LA COSTA TOWN SQUARE RESIDENTIAL DWN BY: CHKD BY: ~1,J RVWD BY: PROJECT NO. C. T. 08-0.J 11/~j,z DKrt" DRAWING NO. 475-28 " i 011413 N ~ ' co ' 0 ~ z :'5 Q_ ...J ...J ~ ' . ~ ~ z z <i: f--w 0:: 121912 0:: 0 I u z <i: 0 C 0 :e 0 .... ' ~ u, cr, ~ .,,. ...J 0 .i:i, <i: f-- .,, "' z N u, w 0 "-'N if) w 0:: c:, if) f--u ...J ... "7 / .· CONSTRUCTION NOTES ·..., ·, • • , . '""' ·,. '. ·_,-;; .. · L ' l,. •·• •• :,_._, ... o< • I \ \. 1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PUEASE SEE GRADING PLAN ON SHEETS 4-14 FOR SITIE INFORMATION. 2. TIHE PROJECT OWNER, GENERAL CONTRACTOR AND RETAINING WALL INSTALLER SHALL COORDINATIE TIHE INSTALLATION OF ALL SUBTIERRANEAN CONSTRUCTION 'MTIHIN TIHE REINFORCED ZONE. RED ONE ENGINEERING, INC. SHALL BE CONSUL TIED PRIOR TO ANY EXCAVATION 'MTIHIN TIHE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COORDINATIE INSTALLATION OF SUBTIERRANEAN FEATURES DURING WALL CONSTRUCTION. 3. DURING CONSTRUCTION AND AFTIER WALL COMPUETION TIHE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM TIHE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTIEM IS COMPLETIE. NO STANDING WATIER SHALL BE ALLOWED TO POND ABOVE TIHE ANCHOR RETAINING WALL. R:11 Active projects\LCTS-Residential\Construction Drawings\C491-000SP0.dwg, SHEET 16, 10/8/2012 11 :23:22 AM 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 M HEW M. R E 68429 EXP. 9/30/• / S- INSPECTOR DATE WALL PLAN VIEW SCAUE: 1 = +o BENCHMARK: DESCRIPTION: 2 1/2· DISC STAMPED ·asB-011 LS 6215• IN CURB lifST 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 lifST SIDE OF PARK/NC LOT, /0~ FT FROM SOUTH/ifSTERLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 11211 (PT. NO. 11) ELEVATION: 113.24 DATUM: NGVIJ 1929 1-7-1c; DATE ENGINEER />'I ;<.,1"1 b. /1 INITIAL OF WORK .......... .,.--· ' / . ', \ · LIS-Ru 1{... r , REVISION DESCRIPTION Lill CITY OF CARLSBAD I szzs I 6 ENGINEERING DEPARTMENT ANCHOR H£TAININ6 WALL Pl.AN FOH: LA COSTA TOWN SOUAR£ R£S/0£NTIAL APPR~: ;~ ~ VA,;~ j2,I 11?P,!.iz SENIOR CIV1L ENGINEER PE 41204 EXPIRES 3/31/13 DA DWN BY: PROJECT NO. DRAWING NO. DATE INrTIAL DATE INrTIAL CHKD BY: 6uJ C. T. 08-03 475-28 OTHER APPROVAL CITY APPROVAL RVWD BY: i l , i l i =:CTil OJl473 12191? ·C .... ~ en C) 0~ .,, ...... N U'I NI N c:J CQNSJRUC]QN NOTES 1. GRADING PLAN LINES, GRADES AND ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. PLEASE SEE GRADING PLAN ON SHEETS 4-14 FOR SITE INFORMATION. 2. TI-IE PROJECT Ov.NER, GENERAL CONTRACTOR AND RETAINING WALL INSTALLER SHALL COORDINATE TI-IE INSTALLATION OF ALL SUBTERRANEAN CONSTRUCTION 'Mll-llN TI-IE REINFORCED ZONE. RED ONE ENGINEERING, INC. SHALL BE CONSUL TED PRIOR TO ANY EXCAVATION 'Mll-llN TI-IE REINFORCED ZONE. ALL EFFORTS SHALL BE MADE TO COORDINATE INSTALLATION OF SUBTERRANEAN FEATURES DURING WALL CONSTRUCTION. 3. DURING CONSTRUCTION AND AFTER WALL COMPLETION TI-IE FINISHED GRADE SHALL BE GRADED TO DRAIN AWAY FROM TI-IE ANCHOR RETAINING WALL UNTIL FINAL DRAINAGE SYSTEM IS COMPLETE. NO STANDING WATER SHAUL BE ALLO'MED TO POND ABOVE TI-IE ANCHOR RETAINING WAUL. R:\ 1 Active projects\LCTS-Residential\Construction Drawings\C491-000SP1 .dwg, SHEET 17, 10/8/2012 11 :23:36 AM prepared by ~1~ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red1engineering.com INSPECTOR "AS BUILT" DATE WALL PLAN VIEW SCALE: 1 = 40 BENCHMARK: DESCRIPTION: 2 1/2. DISC STAMPED "CLSB-011 LS 6215" IN CURB M'ST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORT/1 OF CAMINO DE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON ltEST 5/0E OF PARK/NC LOT, 104 FT FROM sou 111/fESTERL Y CORNER OF RESmOOMS RECORD FROM: R.0.5. NO. 17271 (Pr: NO. 11) ELEVATION: 173.24 DATUM: NCVD 1929 J-7-IS "1/'1;"1 1/.Z\ A <;;-,6 UIL T /1\ DATE INITW. DATE INITlAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ui] CITY OF CARLSBAD LlU 7 ENGINEERING DEPARTMENT 2 ANCHOR RETAINING WALL Pl.AN FOR: LA COSTA TOWN SOUAR£ R£S/0£NT/AL AP~D:~~~ _'fb ,~_,5_1(1 SENIOR Cl .. c~ENGINEER PE 41204. EXPIRES 3/31/13 t1!?jt/1z DATE " DWN BY: PROJECT NO. DRAWING NO. CHKD BY: 6uJ C. T. 08-03 475-28 RVWD BY: ii l I • • I ' ! 011413 121912 C ~~ 0,1:io -n " N u, N' N OJ I ' ' i,,,,.-_.___. .l.-j-..-, 306 302 300 w'ALL •2 TO.MEET AND,HATCH ·; w'ALc·•0. ON .. COMMERCIAL . SITE. ............... ; ... ··························+-··· ! I 298 i· ' ..... [ 296,67 Tl/ i 296 • .. • I ..... ' ' ' ' 294:.1, .. · , ... 1.--.;1,, .. ··••I" ' ' ' ' . ··1 292 290 288 286 284; 282 1 280 278' 276. l,I ........ I•·• .. ·•·:• •..... :~. I 274, 1+00 298' 294 292 290· 288 286 284 I ····· t I I I l l .. 289,67 BY. .... . ·T·· 1 +10 .. ·f .. 282, ....... · ...... 1 ·· .. · f j ::: r:1:1:;:rff :j1 : • : • , ::: 276 ·····•·•·•••··•· l 274, I 2+90 3+00 ' I I -. r I .. . . . :-· .... .. . _-... -----.r ...... · . .. . • . ... . .... .... j .. ........ I I .. : ' IIAL.i.. iii TO MEET AND ft,tilfcH 'w'ALL ··9 ··o~ ·c□MMERCIAL ··snE i I -------------···· ·· I ····.·····••···•· iR1t 11¾~~ : {i .. ··1+00.00 TO 1+73.50 ' ..... ,,, .... ....... r--~ ·ru " ·········+ u I ' ' . MAX HEIGHT • ~.O' GRID LENGTH 6. o' ........ L.. ,.,. .· -m • --·---·--·· · ···1+1;i,so··To 2+12.50 ·· ~ c,; "' ·················+ ~ --'V l ...... 278 ........ L ... ..... ,270,67. Tw' 280 278 276 274· 272 270, 2681 266 "" t ··-· . -·-·"· .. t······ ······ Q. l,~ ~ ····-•··1-···-····1 ······~1----···-·1·----···!.,----1 ~····· 274 272 270 ;••··· .. ... .. . . . . . .. •····· ························+·· 1---· " .............. · ....•.... 1 .. . ...... 1.. ., ' 1-----1-· ... I··· i""""I ' ' ' 264' · ' . 1 ... ······-·:-.•....... : -~--- ' ' ' 262 • \ 262,33 Bw' ' 260 , \_ CllNNEdT l,'I\LL lll..MDRAIN T~ 258 · ....... C[IMME~CJ•1 ,-"'AIT 19 SUBDRAIN i ... 1+10 .. . .. .. . . . ...... l ... . 297,00 Tl/ • ..... 1 .... ' ' ' ' i I --- 1+20 .. ••' , ....... . ..... ,. 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 • · • · · •··I • · · ;1 ·-· .... I·•·< · ' ' ' ' ' ' ' ' ' ............ ...... 1 ... ' ' I I I I I : I I I I I I I I I ' ' 268,00 Tw' ' ' . ' ' ' ; ' ' ' ········.····~····················c·· -' ' • --·••v ,........ ······--r ' 265,00 Bw' ······ ··i·······I····· ....... ···;··1 ······1-. t •· ... ---+-- ,67 B ' ........ ''(""" l '" "" '" ,. 1+30 1+40 1+50 1+60 1+ 70 1+80 1+90 ANCHOR RETAINING WALL #1 .......... , .. , .. , ......... . ·········MA~ ·HEIGHT·•··li.O' ··· • ·· · GRID. LENGTH • 13.0' ;""""·"· :····· i ... .. ......... ·····. . I . . ± ... ·.·.·.·.·· ...... · .. ·.·.· .. · .. . . . ' . ,.. . ...... .... I 29:5,67 Tl/ ' '. ' ........ ; ........ ·---+----t----+----+-- ' ' ' ' ·········· ··----+----' ' ' ' . I ., .... I ... I .... I ··•· ••••• j, •.• .. ;.1. ·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 .I I I ' ' I ' 2+00 ' ' ----<268 ----1264 2+10 -262 en --~258 , r·· i ··"MA~·· HEIGHT·•··5,Q'---+----GRII) LENGTH • 9.0' ······2+39.50··TO 2+77.00 ' ----------· ·----------------------_---t-·I ---+-u•v HEl<iHT -·4,Q'· -··~--~' 306 I Mr'V\ ":;;.-' [ · ···· ·· ····· · ·· ··· · GRID LENGTH • 6.0' , · ···· ·· U)""'··I 2+77.00 TO 3+28.75 ·' _..~f, 304 ----..----+----~€-)-! -+--1 ---+----+-·----t---+1;! '302 1----+-----+-'----t--i---t---:.·V.1~1·i. 300 ----<----+----•r-----,-----•--•M-"M"--+-, I -------t--·. . .......... . ..... . ==:I 298 ~l----+-----f------t-·----t-----1·-···-···-··-··-················ ' ---l-----+----·i-----+-----+-----+-----j-----j-----j-----t--:------1'296 I .. ---- >-----+-----+-----_-_-_-... -.. 1294 -... -.... -... -... -.. -... r.-.---------·:=======--.. +,-.... -:..-_-::._-_-::._-:_:,r_-:__ 1292 .;1 · • ··--1· ........ .. ... I -·. · I ..... I: ... 1----· .. . ' ........ _. • . I ... -...... ; I 289,33 Tl,'---t-----r----r-----t---·--+--- ········ § ., .... -~ 290 ' ' . , ..... 1+20 1+30 ' 1+40 i 306 304 • 302 .. ; 300 .......... : .. : 298 296 294 : 292 , 290 288 286 284 · · ····; 282 . 281,00 Tl/ · 280 278 277,67 .,BIi . . · .. · · · .. 276 ........... [... .·..................... .. ..... .. .... SUBDRAIN OUTLET LOCATION. •. 27 4 CO~NECT TD STORM DRAIN 3+10 3+20 3+30 ' ' ' ' i I . ' ' i I ' ' 289,00 j BIi ' ' ....... 1 .... 287.67 BIi ... ' ' ' ' ' i I i I .. , ... ............ ·--;----1.--... --I ••·•···l·······:·I • .... j . ,------·I I ' ' ' ' ' I ... ,j , .. ,_ ...... _ "0•1--·-· .......... ··---··. i .283,00 BIi . ..... ... .. ........ , .... . ................ ........ . ) ........ . .... _ ;-----···· .............. , .... . ....... ...... 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 ANCHOR RETAINING WALL STA 1 +00 TO 2+95 #2 PROFILE SCALE: 11= 61 H/V T t.lAX HEIGHT ;;; e:o· . .. . .. ; MAX HEIGHT ;;, 4.0' 304 ·· ..... TOP GRID LENGTH • 7.0' t ·• • ·--·' ···· ····· •·· ·· ·' -· ··· · · ·+ TOP GRID LENGTH -i 6,0' ··--..-----+-----+- ::: b="""""'"""""'+==·· =··~··_·=··il~~~i~ii~·=•~'1,_G~:~:~.!:~ ... ~.-··~~r~,~=~3~:~.·~~~~ .. _.~t·ii~i:i:::i::.:.·.:.:. .••.. :.:..·.:.:..·.•·:.:.··•41:.:.····===:::'.f:::::==7======··=·····=·•··••:::····•=-= ..• • .•. Ft=·.·.•··=·····=•. =-.. ~,GR~+~~D~~~.r~5;N~~:~-~.1+~!Bii~;.~~o-~~::=='~'====f:~}}}333J .. = ... = .... ::i ......... . ... • 304 302 300 ::: • --t [_····_· __ I-----29 4 ,o Tl/ .. -·-----s'···· _·_·_ ···+-····_·····_····_···· ! ~·t;! ~···_--.:_·-·_---_··r···_·····_--·_·_·-_····_···_·····.·, ----·· ::: ............. ,.... ... ..... .. : 292 l , , . -· ······ --···· t ····· 292 290· 284 ! 1+00 1+10 1+20 . . ' " .. 289,6] BIi ... , .... ....... ········ .. ·· .......... ····.1 1+30 1+40 ""•"· ... 1+50 1+60 290 288 I 284 L----~--~---~'---··········· 1+70 1+80 2+40 ....... 1 ..... , ....... 1 • ' ; ' I I If ' ' '=" ........ I .. ·---~~ ... , ... --·-...... ~ ' +---' 2+50 ' ' ' ! I ' ' ' ' 2+60 ' 2+70 LEGEN') 4• CN' UNIT 8" CN' UNIT VERTICA UNIT MIRAFI GRID 3XT MIRAFI GRID 8XT FlNISH GRADE TOP OF WALL BOTTOM OF WALL GRID LENGTH POINT OF CUR'IE POINT OF TANGENT GRID CHANGE ' ' -+-----+----, 1 288 282,00 Tl/ I ' 2+80 c::s::, 12:J D - TW BW GL PC PT I 2+90 -~ I 286 .... ~, 284 1282 , 280 ' 278 ANCHOR RETAINING WALL ~ CITY OF CARLSBAD ~ STA 2+95 TO 3+2B.75 R:\1 Active projects\LCTS-Residential\Construction Drawings\C491-000PPO.dwg, SHEET 18, 10/8/201211:23:54 AM prepared by ~1'ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red1 engineering .com "AS BUILT" ~~~;Jf MA RC . O/.IS- /1 ., , INSPECTOR DATE z/!t~ l /DATE BENCHMARK: DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 62/5" IN CURB MST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO DE: LOS COCHES AND £:AST OF CALLE: TIM/TEO. SE:T IN CURB ON M'ST SIDE: OF PARKING LOT, 104 FT FROM SOUTHM:STERLY CORNER OF RESTROOMS RECORD FROM, R. 0. S. NO. I 1211 (PT. NO. 11) ELEVATION: 113.24 DATUM: NGv1J 1929 f----t--+----------~------1---;---i-----i-----i ~LULJ==B=.'.::i:===E=N=G=IN:::::E::::E=Rl::N=G=D:;:::E=::P=AR=T=M=E=NT===-'L1LJ==2~ ANCHOR R£TA/NINB WALL PLAN FOR: /-.7-IS MMM DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER ,<PPROVAL CITY ,<PPROVAL LA COSTA TOWN SQUARE RES/OENT/AL DWN BY: --- CHKD BY: C:W RVWD BY: PROJECT NO. C.T. 08-0J 111(A/1z DA DRAWING NO. 475-28 , . . j ! . ,1 I • I 121912 ) / .1 304 302 300 298 296! 294, 292;-; -== 290, 288' 286 284 282 1+00 320 318 316 314 306 304 302 296 294 292 290 288 2+00 ' ····••I ... l. "" .. -· .. ..... "_ .... ' suBDRAIN · q~r~Er L~c~~I~~ A CONNECT ,T□ STORM DRAIN • ' ' ii . ! ' 1+10 ' 2+10 .... , .. , .... , ... ,. .. • "'". "'· " u, ··t " ...... ···i··· 1+20 ' ' 2+20 MAX HEIGHT -~.O' · · · · ·GRID.LENGTH -13.0' l+09.00 TO 1+ 7tj.50 ' 29◄,00 T',1 I 286.00 B',I ' 1+30 1+40 ANCHOR RETAINING WALL ' ' ' ' ' . ' ..... ;. ..... ·••I,. .. _ , , ____ "_ '""'"""f u;,, 2+30 2+40 . I . r 1 " .......... \ ... .. , ......... . ........... . ' ' .... , .. 292,0QBASINHt.oH ',/ATER LINE 1+50 ' ' 2+50 ....... ;. ... . ... .. · 323,67 · T',I 1 +60 ' 2+60 i --r··· I ····' .. .. ... . . .. . . ..... ._ -. ......... . ... ..!. • ' . ' ' ' ' 304 302 300 298 1 1294 :-------,: 292 I '290 1288 286 284 282 312 302, 300~- 298 · 296, 294 292 290· ····"'·"·· i 298,00 T',I~ "'""'""? '"' ' ···-·-......... "'"' ... I,.,. ' . ' ' ' ' ' I : I I ' .. I ,., •••• ,, +·"· 1· I I I I I I . ~ sU11~1<AI~ oi.irLd-r 'i.□cATI□N i .. CONNECT T□ STORM DRAIN . 1+00 1+10 1+20 -.. ----· ' I I ' ' ' I I ; I •.. ;. ... 1. ' . ' I I ' I ··•····I ,. I ' I I I , 1+30 1+40 I I : I ' ' 302 " ' ' ' ' ' i I 1 I I 1 ' I ! I 1 ' 300 I • I la I I I I ' . ' l I ! ' 1 I I i ' ' 298 ..... ,; ······-1····-··I·•':•-·------···-·-----· ... ~----•I··-· -···H··-·-1" _., .• i-•I•-~-.. 11 ..... _ ··--1 .. --.. 1r---• H-1•• Ii ' ' ' ' ' ' ' ' 296 ., .. ,~ ·1-·-·-" ... ' I I 1 ' ' ' I i I ' I I 294 ' .. ..... 1... . ................... , ---•----+--_ .. _·····.., .. ,_2_92_.6_1_._ s_..,_··+-:---·· ~l~·----,I::: .. ;------~----~- 1+50 1+60 1+70 1+80 1+90 2+00 1+ 70 1+80 ANCHOR RETAINING WALL ' ' ..... I-, ' . ' ' , ' ' .. . •. , I .... ··•·····I .. ········! , .. , .. ,;; . .. , .. ,],,,. 2+70 2+80 2+90 ANCHOR RETAINING WALL STA 2+05 TO 3+90 ... , .. __ J,_ __ ......... MA~ ·HEIGHT·•· 8.0' CRIQ LENGTH -12.0' ·· · · .. · ·3+19.00 TO 6+19:75 ·· .. .. ... ... ---!-----· .. ..... ...... ; ...... I ! I '' ' ... . • .... • • •• ... I .... j-... ·--·1 .. ii ·I ·I --.. J ........ 1 .. ·· ........ ,1·· .... Ii I [ ' • J;: ' I I ' STA 1+00 TO 2+05 3+00 3+10 3+20 3+30 3+40 3+50 3+60 3+70 #5 SCALE: 11= 61 H/V PROFILE .It----+---------,, ___ _ i --1:-----J.-----r-·· ___ ._""-j---··--"•'1-1 ··_· ----.[ ~---.. -;-1----.. ·•!----·-·; 342 .., ........................ •----,j .......... -....... ........ , ...... ' ' I' I ...... I ·· ' .. I/· ·I· .. 1----· 1--·> ' ' ' ' ' ' . ..... ... 1.. . ....... Ii ··I --· I -·-· .. l···I --.. ··I · ...... 1 ... ····•I ... ....... 1 ... I .. ' • ' ' ' ' ' I , I ' ·····I ......... 1, .. ---.. ,1 ..... ,. ... 1 I i ·····I ... . ..... ' • ...... 1 ' ' -----+ ----+-----t---+----+---+----+' ----+----+' ---·+·---:~~~-~::: ~.37,00 T',I ........ .. . ..... I I ' ' ' I l " . ' ' ' ' ' -·H ----·--1 · ' ' ' · I ·• -I .... ,. ... I . ., ... ++-.. I ..... I I •, I I 336 334 ' ---.. r,I -1 •-•--!, .. ,., .................. 1 .. ,-j_ ::d"· I .. .. "'"'r 332 --··1· ........ 1.... . ...... 1.... . ..... · ., ....... 1--·· ··+1 ....... ........ 1 ..... .. ........ t ...... f .. -·I·"·· •. ·-! .. I I I I i I : : 'I • ,1 ' L.330,67-B',1.,_ ___ _,_ ____ _,i 330 ., .. 'r ·-..... _ .. ,_ ... -f._-_· __ -+----+---·-+----+----i-------l-----t' 328 · ·I ---···I· ...... 1 .. · .. 1 .... ' ' ----t----, .. -... ••·-·--•-·----+-----f----+----+---'-'' '·' C(' I t-----if----f----t-·---+----+--~:i:;~ .. ,326 ! . -+-----+----4 __ , '.)' . ,.. (J1 ·r ---!---.... ,f·r-.324 .. I ....... 1 +·-.. I ....... I ........ 1 .... ·-1 · ·· .. l ···• .. ···I· ........ 1 ... ·I·· ·I ··I·~ .... 1 ...... "I·"· ··I .. · , .. 1 ... .. , .... 32◄,00 B',1 -,1z·1 ,. I t l ' ' ' . ' ' ...................... .Lllm, 322 342 340 338 336 334 332 330 328 326 324 322 320 318 .. ,_ ....... ;..... .. ... "''I·· .. · I .. j· ... · I .... I .. ... .... I ........ ·I • ..... , I ........ ·.t.~~-r ~ f------l----+-----t----l-----ir----1320 -+----+- r · · • · 318,67 T ., l I ' ' ' ·· .. ·1··· •··•···l·•-.. 1·--+· .. · ·· .... ·l·· .. ~I· ..... _, 316 · I ' ' I .. I .... I ... I I 314. ' ' 312 r __J 310 ' .. 1 ...... _(U • ........ l I 3+90 .. 312.67 iB',1 LEGEND ◄" C>P UNIT 8" C>P UNIT VERTICA UNIT MIRAFI GRID 3XT MIRAFI GRID BXT FINISH GRADE TOP OF WALL BOTTOM OF WALL GRID LENGTH POINT OF CURVE POINT OF TANGENT GRID CHANGE I ' ... .· ... 4+00 I I ' - TW BW GL PC PT I . I I ' ....... 1;. ... . .. , .... ' ........... ; .. ........ , .. ' 4+10 4+20 R:\ 1 Active projects\LCTS-Residential\Construction Drawings\C491-000PP0.dwg, SHEET -19, 10/8/2012 11 :24:30 AM i I I ' I I ' ' . ' ' ....... f. ...... ·······1 ... .. ........ ........ ... . ' ........ ~SUBDR~IN ~UTLET :~~~~Tl□N .... . ·· · ·· ! DAYLIGHT TD BRO',/ ·DITCH .... · ............ 4+30 4+40 4+50 4+60 ..... , ....... . .. ................ 4+70 . ' 4+80 4+90 ----f-----1-----1------1------1------4 -----+-----1-----l!-----f-----t---···-•-aj; "------·-"~--··• ....... , .. , ........ ··----~----···· .... ~ ..... -.. --+-----11318 ' ........ 1 ......... . ··•·····.··~~-~·····I.-.-+-.·· .... .. """ ....... , ----1 ----t----+-___ ,, ......... ._ .. j ----+-----+·----0------il.. , ........ ............... ---!1316 1314 ---t-------+---,312 ...... , ·-·---+------+-----+ -----t------1· ..... ----.. ·-·--l-----t-----lt------• , .......... , 310 .. ~---t ........... (. -~---... -L .. ----~----~. ---~----~-----~----~---~~---~--·--···--···-••"---'----.. --........ L,.,.. __ __, ___ _c __ ,,_ .. J 5+00 5+10 5+20 5+30 5+40 5+50 5+60 5+70 ANCHOR RETAINING WALL #5 PROFILE prepared by ~,,ed one engineering Inc 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matl@red 1 engineering.com STA 3+90 TO 5+75 "AS BUILT" flltt.~l;f(Af RE68~ EXP. 9/30/&/<;" 1!1a-/t~ DATE -»8q. u/4/i6= INSPECTOR SCALE: 11= G1 H/V BENCHMARK: DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215" IN CURB Hf'ST SIDE OF cOMMUNI TY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO DE LOS COCHES AND EAST OF CALLE TIM/TEO. SET IN CURB ON Hf'ST SIDE OF PARK/NC LOT, 104 FT FROM SOUTHHf'STERL Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 {PT. NO. 71) ELEVATION: 173.24 DATUM: NC'vD 1929 /-'7-/C. M /1 M /~\ AS ·BU !LT /1\ DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION Lill CITY OF CARLSBAD I s22s I 9 ENGINEERING DEPARTMENT ANCHOR RETAINING WALL Pl.AN FON: LA COSTA TOWN SQUARE R£S/0£NTIAL APP~ )('~SKI SENIOR'CIVIL 'ENGINEER "PE' 41204 EXPIRES 3/31/13 1~1{#1,(~ DA1E ' DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY· c;,,J OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 08-03 475--'28 t l • • I I • :1 " ; ' I I . . I / 0714 lJ 121912 ' . ··--:-1 -~ ~,Jili' 360> 350 348 345, 344 , .. 342 340· 338 , .. l . ' ' 339,00 TIJ ......... ,., ..... ,. , ' ..... ···1-···1··' ! I • I @ ...... 1·······1"·'· 'r? ' ' ······I· ' ····:-1 ·····1· · ····1·+·" '''""1 ' ' ... , ..... ;"'"" --C---··-........ ;., .... ,. .... ···""I•"·"·· I I ' ' ' ' : I ............... .;I .. . ·······1 I-·· .. I :-----I -I ----- --I -----• -I ... -·· l ·· ...... I · · .. 1 ·--··· I · · · I · -I --: - I -I --I -----i · I .... • ' . ' . ' . ' ' .. ·I ·····:·j .... ·· 1 '•"""""I -·····••I --~···· , \,". 1..... ····· ·· · ·· ··11 ···· ' ' ' I I ' ' ' ' I : ' ·"""·'1 ... ' ' ' ' I i I ; ···I . . ·-, ' ' ' ; .... . j ;., ..... . .1 I I I ............ ······1"···· · ·· · ·· ·····,,I ,.,.l,,, ·· ·· ··· ········••I ·····' · ··· ·· · · ····••I· ·· ·· · , ... .,.,. .......... 1 ' ' ' ' ' ' I . ... ·····•···· ' ' ; . 3◄e.oo TY .......... , ...... ,., ........... ,.,; 348 · 346 ! I 3◄◄,00 BIJ >-----< 344 342 ... 340 .. 338 336 336 334 332 330 328 326 " ····"''I ·· ··I··· i, I··· ---1-·----1--··t·f···-••••. I .• . f == t :·-------l ::: 324 322 320 318 316 314: · i 312 I I 310 ! } ' ' 5+70 ' . ~ . . . . . . ; . ' ' ....... , . 332,67 .BIJ 3~ sLBDRAI~ a~iLET LOC:AT!ti~ ...... J. __ . ... . DAYLIGHT .TO ;BROIJ ... DITCH .... 5+80 5+90 I ' f ' .. ·!-. ! .......... ! .. ' . I l ' .... ..... " .... L.. ' 6+00 ...... _. ....... . 6+10 . . i. . . .. . . .. .. ... 1 ... ' ' , .. . . .. ·r . .! ................ +. . . . .. ~ ...... "· . 6+20 ... ·-·· !····· ........ ---4--•!t, ~ ···········--· .. .......................... ··-· ..... ; .... ...... ·········f···········-• 6+30 6+40 6+50 6+60 6+70 ANCHOR RETAINING WALL #5 PROFILE STA 5+75 TO 7+12.75 SCALE: 11= 61 H/V ........... ; .......... . ····· ··•.~··········· ...... ... . .. ···" . ---.... .. " ..... . , 315,67. TIJ ' T ... ' .... r , ···I ' ' ' ' ' i ; --..;...--MAX HEIGHT = 10.0' · GRID LENGTH • 16.0'··-- ,+56.25 TO 2+35.00 ............... ! .. ! .... ; ..... I ··I ~··I ·····I······- ' i I ' ' ' ' ...... ················I ............. ' ' ' ' ' ' . ' .. .; I ' • -.. I ; ..• ' ' ..... · ....... ········1···· ' j ' ' ··, !······ ······••I ... · • ... 1 ••••••••• ···.•1······: ..... • · ••••••. 1 .... •• i •.••. r ·· ·· ·· ·· ··:··I ····· • i •••••• ·······•· I -..;...----f--- -~1i----->----->-----+----+----+-----<328 l f --·---------1------326 6+80 I L ... , ...... . ,, ' ' ' ' ' ········1···· ' ' ' ' ' ··· ······· .. , ... ········I ........ 1 .. , •• 6+90 ' ' I ' I ' I ... .. . . .. ;. .. t . ' ' ' ' ' ' 7+00 7+10 MAX HT. =:8.0' .. , +MAX~~~H;,. e.O', r 1324 ----GI.·• 13.0'--,GRID LENGTH·• 9.0 -----,-----: --------2+·35.o?·----··· --2+◄2.oo·ro 12+56.oo --· ·· ----TO ··1··-- 322 _______ 2+42.5 320 ·•---318 -------'@ ' 316 ... . .... : -t----···· ................ it I if --- ~ l--t-----1·'7----314 ....... ····~···· ......... 1 ....... ,r ......... ! ........... ~,1--+----eft: --- ' 311.67 .. TIJ. --312 ' . ' ' , ! 310 ... ·· ... ·· ............ ·t · ........ ·-I ··I· ..•..• · c·· .... ·· ....... 1 · 308 i----· --307.67 .TIJ ........... .. I ' 308,00 TIJ : ' ' ' ' I f I I I I; ' ' I I 309,33 BIJ f 308 306 304 ............ ·>. 306: ~-·-· .. ; . ·-·-"I·""'' -····-~ 304 1' ____ i ...... _ I I ! I ' 302 300 [ ................•.. ··~···· .. t ·•·· 1+00 I I 1 I ·-···I· ·· ·t • ... I .................... , ....... . ' ' .. , .. ·+··. • __ ,. ··-·-·· 1 •••.•• --1 ··· • I I I I I, I I I I I ' ······ ········r ······ ·········r ... 1+20 R:\ 1 Active projects\LCTS-Residential\Construction Drawings\C491-000PP0.clwg, SHEET 20, 10/8/2012 11 :25:25 AM ' • --···· ··-···· 1 ··,····· .. ·-1·· ..... ····1-··•--··0 1-·-···· ·········1···-··· ......... ········1·T"' .. ' . ' " ' ' ' ' '' ' ! ' ···1 .. I I J I Ii I I I ! I I ' I I ' I I i I I I I ' . ........•.. ···1 ·1 · I ..... ··r .. ·· 1 · t .. ·I· ..... I · .... ·(·· .. ··I ....... ·/ <· I .. I · ' !--302•67 .B..,, .. ----r _-_SUBPRAIN OUTLET L□CATI□N·E-------- . ' CONNECT TO STORM DRAIN : BENEATH IJALL' , .. ·--. ' ----- 1+30 1+40 1+50 1+60 ' --+----+-----+----!----+----·--·-·--•--·•---<i-----302 f----l----t----1-----1----+---+···-··--·----l----+----1------1----+----t----1 ...... 300 '-----'-----'-----'---•--•--••-C----~---~ 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 ANCHOR RETAINING WALL #6 PROFILE SCALE: 11= 61 H/V prepared by ~1~ed one engineering Inc 378 374 372 ' 368 ~ " ' 366 2._::~. ........... f .. ' .................................... .......... .... , ..... ' ' ' L. ' 364 ~I········: ......... I j ··;-·••I ...... , ..................... ti· .. '\ .. .. .. .. .. .. ;363.33 BIJ I 362 'C SU!BDRAIN OUTLET LOCATION 360 -·· ················coN~CT.TO __ ST□~M-DRAtN ···1--- 1+00 1+10 1+20 ···"'··I .. ' ' I ; ' ··I ·· ... 1 · ··· ·····••I••··· ·•·· ......... 1 .......•... : .. 1 .. ·••I•··· ' ' ' I I I I I I I ! I I I i I 1 ••••••••••• ' ... ·• .••••• ··---· I····&· ... ···· ·· ·-1-••i••·I· ---o 0 -j----.,; . " ..... ···-··--···· --~---··---------•---'• .,_ __ ......... ,.; ... , .......... + ·-····-· i----··· ·····!··37-4,33 ·rw-"': ----,-----,-,----,-----=;, 384 382 380 378 376 ' ! ii ' ....... I .••• \ •• ' ······11 ·-·· . .... ---.... ' ' ' . ! ' ; I j ···Q. 374 372 --310.67.BIJ ·',c-----1 370 .s.... . ..... , ...... . ... ~··1 · .•..•. • ' 1 368.61 Bw' .... 368 366 364 •··•····· ..... •• • .... ., . I ....... •~····· ' ' ' . 366,00 B . ........................ - f······· ......... , ....... . f······· .............. 1+30 1+40 1+50 1+70 1+80 ANCHOR RETAINING WALL #7 PROFILE SCALE: 11= 61 H/V LEGEND ◄" C>P UNIT e• C>P UNIT VERTCA UNIT MIRAfl GRID 3XT MIRAfl GRID 8XT FINISH GRADE TOP OF WALL BOTTOM OF WALL GRID LENGTH POINT OF CURVE POINT OF TANGENT GRID CHANGE CECl [L;J D - 1W BW GL PC PT I ~ CITY OF CARLSBAD ~ t-----1~--t----------------t-----t---+----t----t LlQ_J ENGINEERING DEPARTMENT l11_j :==='...:=========::::..'.::===: 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red 1 engineering. com INSPECTOR ~ . DATE l toATE BENCHMARK: DESCRIPTION: 2 1/2" 0/SC STAMPED "CLSB-011 LS 6215' IN CURB I/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 I/EST SIOE OF PARK/NC LOT, 104 FT FROM SOUTH/ffSTERL Y CORNER OF RESTl/OOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 173.24 DATUM: NCI/D 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROV,IL ANCHOR RETA/NIN0 WALL PLAN FOR: LA COSTA TOWN SOUARE RESIDENTIAL APP~~ ){'.~~:~Kl SE~CIVIL ENGINEER PE 41204 EXPIRES 3/31/13 DWN BY:-~~ CHKD BY: 6 u-! RVWD BY: PROJECT NO. C.T. 08-03 DRAWING NO. 475-28 I l r 011413 12'1912 C N ::E , 0 (i') O.i:i,. .,, '-,I N u, NI N .c,:, I 392 390 388 386 384 382 380 378 376 t· .. 1- ...... J .. ... , ........ . ·:·· .. !······· ' . ! · · MAX HEIGHT ·---·4,0' 1 .. GRID LENG.Tl-I·• ·6.0'· ......... · l· 1 +DO.DO TO 1+84. 75 · • · · ·· · ·· · ·· · ·· + .. l ... ' '. ... .. .. . .. .. .. . ... .. , ....... .... .......... .... . ... l ! ... r- ' 1 ' ' --I .. .................... , ...... ............. •1···· ···· ·············r-............................. 1 ···· MAX HEIGHT ·-·5.0'··-r GRID LENGTH -9.0' ·1- · ····· 1+84.75 iTO 1+96.75 ;·· ........................... ...... •• 1 .... ' ,, ' ' ' i 380,67 Ti.i ' I I I L ' ' ... ······ . .; .... ' ' ' ' I [ ' I ' -.. I --·· .......... 1 •.•• ...... 1 ....... • ....... 1 ..... .. ... .. ·- ' • I ' ' ' I I ~i I .. ! 1 _[ __ ' I I Ii I I ' ..... I·--- ' ' .... .. . ... ··1 S"···· I·•--· ...... I .•• ; " ! I I TJ~~E~1~1o~-~; · · ·-+ ·· ·· · GRIQ LENGTH -· 6.0' .+5~.00 TO 3+19,75 ·· ----•--·---390 ( ,t.)::!f::. • -1 ► ----t-------+---p;;;;:;1 388 +------+-----+-----+------+-----+-----+----<"->· ··•·•···· ··+---'------f------+'----+----'-N,'-;;i;; 386 ---+----+----+----+----+ ---+--0z ' ' ' ' ' ' .. -·• I ~·-.. •---· -----1 --/..··· ' ' I: I ' ' I I ' I >···I--· •·· -1----···r · · ·· I .... ·· I · ·· ··· · I: .... I I ' i I ' ' ' ...... 1 ....... 1 ... -... j., .......... $ ........ -·-+ .. 1 ............... , .... ,.,! ,,. .... . ' ' . ' ' ' : . -·-.. , ' ' I ! I ' ' I 383,00 TIJ · 1 ----+---'--' ,. '·1Pl 384 382 " ' ··H 380 " ' ' ' ' ' ' I ' 1 I l I I ! I ' ... \ .. .. .. ... . ' ' ' ' ' .., '.... 376 ' 374 ---.J 374 ' ---~-.. , ... , •c""' -··· '~,~--., ; 375,00 B',/ ' ' ' ' ' ' ' " '' 372, ' ....... , .... ·······I····· ' .(. .... ,., ..... ,. 1···· .... ' 368 ;~ -·•-·•~-, ~ : , ~ .... · f_·= ___ ··_••···•·-+·.·. ·•_:_· .. _···_····_···_T□-+-M-A-TC-H._F_IN-,ISrH-E_D_G_R_A-DEI-< I_N_F_R_-□_N_T_□I-.F-··_"'_AL_L_._+----+-----+-----+-----+l-------~---_-_-_-_-_-_-+-'----_-_-_-_-_-_-+1----_-_-_-_-_-_-++--_-_-_-_-_-_--++-----=-====!::: 366 ··'\l···--1 -······· ..... i.366,33··B\rl(·· ··········~··········-, ···· .................... ······ ... j....... ········· 366 370 I ' ' ' 369. B'w'. ' . , . '" .. .-..... . ' . 364 ~,~~J~+$~iLatB~~rJI~NlZu~~~HINJ ust~liN · ;.... .L. . L ___ t. '---,,ta--..-T_._□_H_A_T_c\.HL. ,_r.,.,N_rs~H-E_D __ '\G'R_A_D_E.,,,_IN_·.,.F.,R~ ... ~N'-T--□~F""·-"' ... ·~~~·L1.i· ·; .. ··· ·,,,,,..__'."•·?·~·'.'-----•~r~r--"-~~~~"'~~-""":.JI _ .. ~~-~~~~~~~~~" -~~~-~~~~"'f'=-~-.. '<;.;L. ?.;L:=-='F,. "":~~:.:..;=~-~~-:··:·~· ·.,.··..:.,·· ..;.-..-· .... · "I ~ .. -..... -~ 362 . l ... 1+00 1+10 1+20 1+30 1+40 R:\1 Active projects\LCTS-Residential\Construction Drawings\C491-000PPO.dwg, SHEET 21, 10/8/2012 11 :25:50 AM 1+50 prepared by ·'l'ed one engineering Inc 1+60 1+ 70 392 390 388 386 384 382 ~-- 380' ·· l j 378 '-·· · .. , -···· ,.; ... 376 L 364 f------.···········.i-········ 1+80 1+90 2+00 ANCHOR RETAINING WALL STA 1 +oo TO 2+95 MAX HEIGHT ;,; B.O' TOP GRID LENGTH '= 8.0' ·· ····· ···· · GRID LENGTH -)6.0' ····· 2+10 2+20 ··· 2+59.00 TO J+f9.75 J+i9.75 TO J+~7.00 · --........ ---< 390 [' ~ ···~ • ___ , ___ ..... --.. ..f (\J ......... ·+. 383,00 T',/ ........ ~·· ..... ·' •• , . ' ---,.-... .... .; .... J.. C') u a. .., >------o ·-----+--Ol + Ol ---<388 386 i:: ... ·c... .... .f--:'.': ..... ----1384 382 ---t380 ---<378 ---··376 "' ..... -··--·· .. ~----l .... 374 372 370 --+-----j 368 366 -+-----< 364 362 2+90 ·······J_ --1362 1295 distribution way vista,' ca 92081 pl1one 760.410.1665 facsimile 760.509.0078 matt@red1engineering.com 3+00 3+10 3+20 3+30 3+40 ANCHOR RETAINING WALL 18 PROFILE STA 2+95 TO 3+37 ' DATE RCE 6 429 EXP. 9/30/il-1<:"' INSPECTOR SCALE: 11= 61 H/V BENCHMARK: DESCRIPTION: 2 1/2' DISC STAMPED "CLSB-011 LS 6215' IN CURB ~ST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO O[ LOS COCHES ANO [AST OF CALLE TIM/TEO. SET IN CURB ON ~ST S/0[ OF PARKING LOT, 104 FT FROM SOUTHMSTERL Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 11271 (PT. NO. 71} ELEVATION: 17124 DATUM: NCvV 1929 2+30 /-7-/$ >Vl "';I-') DATE INITIAL ENGINEER OF WORK /:;_\ AS 11\ ---+-----+----+----t-----+-----t-----+----t-----+-----l364 ---t 2+40 2+50 . P, J/ I{.,-'/ REVISION DESCRIPTION 2+60 LEGEND 4' CM' UNIT 8' CM' UNIT \IERTlCA UNIT MIRAFI GRIP JXT MIRAFI GRID 8XT FINISH GRADE TOP OF WALL BOTTOM OF WALL GRID LENGTH POINT OF CURVE POINT OF TANGENT GRID CHANGE D1'TE INITIAL OTHER APPROV1'L DATE INITW. CITY APPROVAL 2+70 ca:, ~ D - TW BW GL PC FT I 362 2+80 2+90 Lill 1 CITY OF CARLSBAD LlU 2 ENGINEERING DEPARTMENT ANCHOR H£TAININ6 WALL PLAN FOH: LA COSTA TOWN SOUARE RESIDENTIAL ~~/~~V,ffiKI SENIOCML ENGINEER PE 41204 EXPIRES 3/31/13 u/Wltkliz ATE I DWN SY: PROJECT NO. DRAWING NO. CHKD BY· ?w RVWD BY: C. T. 08--03 475-28 I ' ' 011413 121912 C ~~ O.s:i,. .,, ...... . Ill N, NN a:, " ' STEP I -PLACE REINFORCEMENT SO Tl IAT LXITLE OR NO OVERLAP OCCURS LN TllE RADlUS AREA. IF OVERLAP OCCURS, PLACE 2 TO 3 !NC! !ES OF SAND BETWEEN TIIE RElNFORCEMENT LA YlUtS. l'RIMAH.Y STRENOTII UIRECTlON i------L ~ L'LACE ADDITIONAL RlilNFORCEMENT ON nm NEXT COURSE OF SEGMENTAL UNLT LMMEUIATELY ABOVE TllE SPECIFIED PLACEMENT 1LEVATLON IN A MANNER TllAT ELIMINATES GAPS U:WJ' UY TllE l'REVLOUS AYER OF REINFORCEMENT t\T TIIE Sl'ECWlEU RElNFORCUMENT it... r r» ! • ~ ttt1 mq , ,r '"''tt· 1 :'1HI1 2 TO 3 INCllfiS OF SOLL FILL REQUIRED BETWEEN OVERLAPPED RElNFORCEMENT FOR PROPER SOIL AND EVATION. "'\! ri' ,,;•1111 :fll'f' l ·,Fi·· ,,u 1itff ,, •!r1·,1i · r r,tt1 t"!·ril t" ' ' l' i! ,F ht• l!f·1} 111 ,•1,\r,, ,:f,!1rl ;t.! ii , , 1H h •,tj ,·'l ir'I > RE!NFORCEMENT INTERACTION. r L _I STEP 2 -LAY Tl IE NGXT COURSE OF BLOCK. MAKE A MARK ON TIIE LIACKOFTl!U HLOCKS IN 'fl IE AREAS Tl LAT ARE NOT REINFORCEIJ. UACKFlLL ANO COMPACT Tl lAT COURSE, ST[W 3 -PLACE REINFORCEMENT IN Tl IE. AREAS WI IERE Tl IE MARKS Sl [OW,-----~ GAPS IN TllE LOWER REINFORCL!MENT l'ATrERN. CONTINUE NORMAL WALL CONSTlUIC'l'lON, REPEATlNG 'I'll ESE r----jj\ili] STEPS AS NEEDED. A 22 AnchorTM Vcrtica® Rclaining Wall OUTSIDE CURVE DETAILS NOTTO SCALE AnchorrM Vcrlica® Retaining Wall I3 INSIDE CURVE DETAILS 22 NOT TO SCALE ANY f-ENCE OR GUARDRA[L WtTHIN 3' or TOP rACE or WALL WILL REQUIRE SLEEVE-IT' [224R CAP UNIT PER PROFILE TOSCANA BLEND 2° VERTICA~ BLOCK -~l PER DETAlL C/22 [2" WlDE DRAlNAGE COLUMN --t-++-1' , , r ~l' L . ' lll' ~ BEVELED UNIT 114.473"-[ ~ 7 12" ~l8" ~ TOP VIEW I ~I ~Ill FRONT VIEW SIDE VIEW BEVELED UNlTS Anchor'l'M V crtica® Retaining Wall -WAY BLOCK VIEWS ¾" CRUSIIED ROCK . ' . ' . . . FlNISllED GRADE AT HW BURIAL PER PROFILE A KEYWAY SHOULD BE ESTABLISHED AT THE BASE OF SLOPED AREAS AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER OF RECORD. -REINFQRCED SOIL Anchor™ Vertica® Retaining Wall I TYPICAL REINFORCED W /\LL SECTION 22 NOT TO SCALli 11" [) 22 prepared by 'l~ed one "AS BUILT" engineering Inc R:\1 Active projects\LCTS~Residential\Construction Drawings\C491-000DS0.dwg, SHEET 22, 10/8/2012 11 :26:24 AM 1295 distribution way vista, ca 92081 phone 760.410.1665 facsimile 760.509.0078 matt@red1 engineering .com ~l!{lttRRiJ :tJ R E ,29 EXP. 9/30/'e I', ; INSPECTOR 4" < I 4" CAP UNlT 8' ~ (: ,<25" "' 8" CAP UNIT AnchorrM Vcrtica® Retaining Wall ISOMETRIC BLOCK VIEWS NOTTO SCALE EX l l!NU GEOS f::,; rJ I!! l'IC HmKFOl\Cl'MllNT 10" F 22 MINIMUM INSllJE Ri\lJlUS 7 l·T. TO FACE MINIMUM OUTSLDE RADIUS 5 l'l'.TO FACE AnchorrM Vcrlica'° Retaining Wall MINIMUM INSIDE/OUTISDE RADIUS DETAIL NTS fO WJ'Illh'-:l' OF LOWJllllllOCK~ACI: ~ 9' Ml.'-:,-~......_. l'Ui.CI'. CiHXiRIU (JVEJt l.OCA'IOI\ ,\0 rel! ,,,--.._,_ Anchor'l'M Vcrtica® Retaining Wall E REINFORCEMENT CONNECTION DETAIL 22 NOT TO SCALE ANY !'ENCE OR GUARDRAIL W[TlUN J' or TOP FACE OF WALL WtLL REQUlRE SLEEVE-IT l224R CAP UNIT PER PROFILE 24" WlDE DRAINAGE COLUMN ---t-t-+- 1/,," CRUSllED ROCK FINISIIED GRADE AT BW BURIAL PER PROFILE AnchorrM Vertica® Retaining Wall H 22 6" MINIMUM COM!'ACfED GRAVEL LEVELING Pt\D AnchorrM V crlica® Retaining Wall LEVELING PAD STEP DETAIL NOTTO SCALE J RElNFORCED WALL SECTION AT DETENTION BASIN BENCHMARK: DESCRIPTION: 2 1/2' 0/SC STAMP[O 'CLSB-011 LS 6215' IN CURB lt[ST S/0[ OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO 0[ LOS COCHES ANO [AST OF CALLE llM/TEO. SET IN CURB ON I/EST S/0[ Of' PARK/NC LOT, 104 FT FROM SOUTHIIESTERLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVATION: 173.24 DATUM: NGvlJ 1929 j,7,1c.. ,. •~M I.)_ /1 DATE INITI.AJ.... ENGINEER OF WORK 22 NOTTO SCALE WALL/14, WALL/15 STA t+00TOJ+00 ' ' LI..S: -'/3; ,;; , DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL I S2E2 I 'CITY OF CARLSBAD LlU ENGINEERING DEPARTMENT 2 ANCHOR RETAINING WALL PL.AN FOR: LA COSTA TOWN SQUARE ' RESIDENTIAL AP~_!yJf ~PESKI SENtOR Clv1L ENGINEER P 41204 EXPIRES 3/31/13 11~,za/1z DA DWN BY: PROJECT NO. DRAWING NO. CHKD BY: c,1,J RVWD BY: c.r oa-oJ 475-28 ' I ' . ' '' , I . I ' . ~. ; t ,,, ' ,., 12'!91Z C ~~ O.s:i, .,, ...., N u, N' N c,:i I I