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Home My WebLink AboutDWG 409-4; CT 01-09; LA COSTA TOWN SQUARE COMMERCIAL; 01-52.r . GENERAL NOTES /, THIS PLAN SUPERSEDES All OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING IMPROVEMENTS ANO GRADING SHOWN ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL COO£, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANOAROS OR OTHER AOOIT/ONAL DOCUMENTS USTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN RESPONSIBLE CHARGE SHALL REVISE THESE PLANS /WIEN NON-CONFORMANCE IS DISCOVERED. J CITY APPROVAL Of PLANS DOES NOT RELIEVE THE DEVELOPER OR ENCINEER- OF-WORK FROM RESPONS/8/l/TY FOR THE CORRECTION OF ERRORS AND OMISSIONS 0/SCOVEREO OUR/NG CONSTRUCTION. All PLAN REVISIONS SHALL BE PROMPTl Y SUBMITTED TO THE CITY ENC/NEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM THE CITY ENC/NEER Will BE REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WA)'. PRIOR TO PERMIT ISSUANCE, A CERT/FICA TE OF INSURANCE MUST BE FILED NAMING THE CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON THE PERMITTEE:i POUCY IN THE MINIMUM AMOUNT OF $1,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE COMPANY COMPANY WRIT/NC THE POLICY MUST HA VE A RA TING OF ''.4" OR BETTER ANO A SIZE CATEGORY OF CLASS V OR BETTER AS ESTABl!SHEO BY ''BESTS" KEY RAT/NC GU/0£ 5. NO WORK SHALL BE COMMENCED UNTIL All PERMITS HA VE BEEN OBTAINED FROM THE CITY ANO OTHER APPROPRIATE AGENCIES. 6. REVISION OF THESE PLANS MAY BE REQUIRED IF THE PROPOSED IMPROVEMENTS ARE NOT CONSTRUCTED PRIOR TO THE DEAOUNE DATE OF THE IMPROVEMENT AGREEMENT. 7 NO REVISIONS Will BE MADE TO THESE PLANS WITHOUT THE WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS AND TITLE SHEET. 8. ORIGINAL ORA WINGS SHALL BECOME THE PROPER TY OF THE Cl TY UPON BEING SICNEO BY THE CITY ENGINEER. 9. THE ORIGINAL ORA WING SHALL BE REVISED TO REFLECT AS-BUil T CONDITIONS BY THE ENGINEER-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY 10. ACCESS FOR FIRE ANO OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SITE AT All TIMES DURING CONSTRUCTION. II. WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COMPRISED OF: (A} SUMMARY SHEET, (B) LABORATORY WORK SHEETS ANO (C) COMPACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STA TE OF CAUFORNIA, PR/NC/PALL Y DOING BUSINESS IN THE FIELD OF APPUEO SOILS MECHANICS. THE SOILS REPORT Will BE SUBMITTED TO THE CITY ENGINEERING INSPECTOR WITHIN TWO WORKING DAYS OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COMPACTION REPORT(S} SHALL BE IMMEOIATEL Y SUBMITTED TO THE CITY ENGINEERING INSPECTOR UPON COMPLETION OF THE f!ElO TESTS. 12. A PRECONSTRUCT!ON MEETING SHALL BE HELO AT THE SITE PRIOR TO THE BEGINNING OF WORK ANO SHALL BE ATTENDED BY All REPRESENTA T!VES RESPONSIBLE FOR CONSTRUCTION. INSPECTION. SUPERVISION. TESTING ANO All OTHER ASPECTS OF THE WORK. THE CONTRACTOR SHALL SCHEDULE THE MEETING BY CALUNG THE INSPECTION l!NE AT (160} 438-3891 AT LEAST FIVE(5) WORKING OAYS PRIOR TO STARTING CONSTRUCT/ON. APPROVED DRAWINGS MUST BE AVAILABLE PRIOR TO SCHEOUUNG. IJ All INSPECTION REQUESTS OTHER THAN FOR PRECONSTRUCT!ON MEETING Will BE MADE BY CALUNG THE ENGINEER/NG 24-HOUR INSPECTION REQUEST l!NE AT {760) 438-3891. INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 2:00 P.M. ON THE DAY BEFORE THE INSPECTION IS NEEDED. INSPECTIONS Will BE MADE THE NEXT WORK DAY UNLESS YOU REQUEST OTHERWISE REQUESTS MADE AFTER 2.·00 P.M. Will BE SCHEDULED FOR TWO FULL WORK DAYS LATER. 14. THE OWNER ANO/OR APPUCANT THROUGH THE DEVELOPER ANO/OR CONTRACTOR SHALL DESIGN. CONSTRUCT ANO MAINTAIN All SAFETY DEVICES, INCLUDING SHORING, ANO SHALL BE SOlEl Y RESPONSIBLE FOR CONFORMING TO All LOCAL, STA TE AND FEDERAL SAFETY ANO HEAL TH STANDARDS, LAWS ANO REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR CODE SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE CITY ENGINEER AND/OR CONCERNED AGENCY SHOW/NC THE DESIGN Of SHOR/NC, BRACING SLOPE OR OTHER PROI/IS/ONS TO BE MADE OF WORKER PROTECTION FROM THE HAZARD OF CA VINC CROUNO OUR/NG THE EXCA VAT/ON OF SUCH TRENCH OR TRENCHES OR OUR/NC THE PIPE INSTAllA TION THEREIN. THIS PLAN MUST BE PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MORE IN DEPTH AND APPROVED BY THE CITY ENC/NEER ANO/OR CONCERNED AGENCY PRIOR TO EXCA VAT/ON. IF THE PLAN VARIES FROM THE SHORING SYSTEM STANDARDS ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS. TITLE 8 CALIFORNIA ADMINISTRATIVE COO£ THE PLAN SHALL BE PREPARED BY A REG/STEREO ENGINEER AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERMIT MUST BE SUBMITTED TO THE INSPECTOR PRIOR TO EXCAVATION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED WITHIN ANY WORK ZONE OUR/NG CONSTRUCTION. OPERATIONS Will CEASE IMMEDIATELY. AND THE PERMITTEE Will NOTIFY THE CITY ENGINEER. OPERATIONS Will NOT RESTART UNTIL THE PERM!TTEE HAS RECEIVEO WRITTEN AUTHORITY FROM THE CITY ENC/NEER TO 00 SO. 17 All OPERA T/ONS CONOUCTEO ON THE SITE OR ADJACENT THERETO, INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, EARTHMOVING EQUIPMENT, CONSTRUCTION EQUIPMENT ANO ANY OTHER ASSOC/A TEO GRAD/NC EQUIPMENT SHALL BE UM/TEO TO THE PERIOD BETWEEN 7·00 A.M. ANO SUNSET EACH OA Y, MONDAY THROUGH FRIDAY AND NO EARTHMOVING OR GRADING OPERATIONS SHALL B[ CONOUCTEO ON WEEKENDS OR HOUOA YS. (A UST OF CITY HOLIDAYS IS AVAILABLE AT THE ENGINEERING DEPARTMENT COUNTER.) 18. All OFF-SITE HAUL ROUTES SHALL BE SUBMITTED BY THE CONTRACTOR TO THE CITY ENC/NEER FOR APPROVAL TWO FULL WORKING OAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEBRIS OR DAMAGE OCCURRING ALONG THE HAUL ROUTE OR ADJACENT STREETS AS A RESULT OF THE GRAD/NC OPERATION. 19. NO BLASTING SHALL BE COMMENCED WITHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM AND BLASTING PERMIT. 20. THE EXISTENCE ANO LOCATION OF UTILITY STRUCTURES ANO FACILITIES SHOWN ON THE CONSTRUCTION PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER UT/l!TY FAC/l!TIES OR STRUCTURES NOT SHOWN OR IN A LOCA T!ON DIFFERENT FROM THAT SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE OUE PRECAUTIONARY MEASURES TO PROTECT THE UT/UT/ES SHOWN ON THE PLANS ANO ANY OTHER EXISTING FAC/l!T!ES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL [)(!ST/NC FACILITIES (ABOVEGROUND ANO UNOERGROUNO} WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF THE CONSTRUCTION TO PERMIT THE REI/ISIONS OF THE CONSTRUCT/ON PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFUCT WITH THE PROPOSED WORK. NOTE/I ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL CARLSBAD TRACT NO. C. T. 01-09 WORK TO BE OONE THE IMPROVEMENT WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION. AS DIRECTED BY THE CITY ENGINEER. LA COSTA TOWN SQUARE I. CARLSBAD MUNICIPAL CODE. 2. CITY OF CARLSBAD STANDARDS. J THIS SET OF PLANS. 4. RESOLUTION NOs. 6578-6581, 6586 & 6588-6597 DATED JULY 15, 2009 ANO CITY COUNCIL RESOLUJJON 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST TWO FULL WORKING OAYS PRIOR TO STARTING CONSTRUCTION NEAR THEIR FACILITIES AND SHALL COORDINATE WORK WITH A COMPANY REPRESENTATIVE. UNOERGROUNO SERVICE ALERT SOG&E AT&T SBC TIME WARNER COX COMMUN/CA T!ONS CITY OF CARLSBAD (STREETS ANO STORM DRAIN} CITY OF CARLSBAD (SEWER, WATER & RECYCLED WATER) LEUCADIA WASTE WATER DISTRICT Ol!VENHAIN MUNICIPAL WATER DISTRICT 1-800-422-4/33 1-800-660-l 343 /-800-892-0/23 (800) 892-0123 (760) 438-7741 (160) 806-9809 (760) 434-2980 (760) 438-2722 (160) 753-0155 (160) 753-6466 2J IN ACCORDANCE WITH THE CITY SUSMP, All STORM DRAIN INLETS CONSTRUCTED BY THIS PLAN SHALL INCLUDE "STENCILS" BE ADDEO TO PROHIBIT WASTE DISCHARGE DOWNSTREAM. STENCILS SHALL BE ADDEO TO THE SATISFACTION OF THE CITY ENGINEER. STREET NOTES I. ACTUAL STRUCTURAL SECTIONS Will BE DETERMINED AFTER "R" VALUE TESTS HA VE BEEN CONDUCTED BY A PROFESSIONAL ENC/NEER OF THE STATE OF CAUFORNIA, PR/NC/PALLY 00/NC BUSINESS IN THE f!ElO OF APPLIED SOIL MECHANICS. ON THE PREPARED BASEMENT SOIL THE ii" VALUE TESTS ANO THE ENGINEERED STRUCTURAL SECTION MUST BE SUBMITTED TO THE ENGINEERING INSPECTOR FOR REI/IEW ANO APPROVAL A MINIMUM OF TWO (2) CITY WORKING OA YS BEFORE THE WORK BEGINS. 2. STREET LIGHTS SHALL BE INSTALLED AS SHOWN ON THESE PLANS. UNDERGROUND CONDUIT RUNS. SERVICE POINTS AND HANO-HOLES SHALL BE SHOWN ON THE ''.4S-BU/l r" PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDA T!ONS Will BE ALLOWED. All LUM/NA/RES Sf/All BE "cur OFF" TYPE J All UNDERGROUND UT/UT/ES ANO LATERALS SHALL BE INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS CUTTERS OR SURFACING OF STREETS. 4, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WITH A MINIMUM 0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO 15" PVC MAY BE UTILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKF/lLEO WITH J/4" ROCK PER SORSO S-4 TYPE "c" AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOl/0 WALL PIP£ 5. IWIERE AN EXISTING PIPE l/NE IS TO BE ABANDONED IT SHALL BE REMOVED WITHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED WITH PROPERl Y COMPACTED SOILS. IN OTHER AREAS THE PIPE Will BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER. 6. IWIEELCHAIR RAMPS SHALL BE INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA AOMINISTRA T!VE COD£ 7 STREET TREES SHALL BE INSTALLED PER SECTION IV O.J OF THE CITY OF CARLSBAD LANDSCAPE MANUAL 8. FIRE HYDRANT MARKERS SHALL BE PLACED IN THE STREET WITHIN THE UM/TS OF WORK OF THIS PLAN PER SDRS owe M/9. 9. All SURVEY MONUMENTS ANO POINTS THAT ARE DISTURBED BY THIS WORK SHALL BE REESTABLISHED, PERPETUATED, ANO OOCUMENTEO PER THE PROFESSIONAL LAND SURVEYORS ACT. 10. TWO (2) SETS OF SURVEY (CUT} SHEETS SHALL BE PROI/IOEO TO THE CITY ENGINEER/NC INSPECTOR. STORM DRAIN NOTE THE FLOORS OF All ORA/NACE BOXES (INLETS, CLEANOUTS, CATCH BASINS) ARE SLOPED AT 12.·/ TO THE LOWEST OUT-FLOWING PIPE AS SHOWN ON THE STANOARO DRAWINGS. FlOltl.lNES SHOWN ON THE PROFILES ARE FOR PIPES, ANO MAY OR MAY NOT BE THE SAME AS THE FlOW/.INES FOR THE BOXES. 0/VERTER BOXES ARE STANOARO ClEANOUTS WITH PIPES AS SHOWN ON PLANS. COMMERCIAL PROJECT LOCATION ASSESSOR:i PARCEL No. 223-050-72 THE CALIFORNIA COORDINATE INDEX OF THIS PROJECT IS JJ4N-1695E (CCS 27} LEGAL DESCRIPTION PARCEL 2 OF CARLSBAD MINOR SUB0/1//SION 04-08. ACCORDING TO PARCEL MAP NO. 20982, IN THE CITY OF CARLSBAD, COUNTY OF SAN 0/ECO, STA TE OF CALIFORNIA. BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM -1983, ZONE W, 1991.35 EPOCH, NORTH AMERICAN DATUM OF 1983 (NA08J}, GRID BEARINGS BETWEEN STATION 10 ANO STATION II AS SA/0 COORDINATES ARE PUBLISHED IN THE CITY OF CARLSBAD SURVEY CONTROL NETWORK ESTABUSHEO BY RECORD OF SURVEY No. 17211, FILED IN THE OFFICE OF THE SAN DIEGO COUNTY RECORDER ON FEBRUARY 8, 2002. 1.£. N51'27'Jl"E SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOl'rt{ ON THESE PLAN WAS GENERATED BY AERIAL PHOTOGRAPHY INFORMATION GATHERED ON APRIL 10, 2007 BY TOW/LL AERIAL SURVEYS. TOPOGRAPHY SHOWN HEREON CONFORMS TO NA T!ONAL MAP ACCURACY STANOAROS. REFERENCE ORA WINGS DRAWING NO. 222-1 IMPROVEMENT OF LA COSTA A VE & RANCHO SANTA FE RO. DRAWING NO. 176-2 IMPROVEMENTS FOR RANCHO SANTA FE RO. DRAWING NO. 397-1 IMPROVEMENTS FOR PASEO LUPINO DRAW/NC NO. 368-2 RANCHO SANTA FE RO. ORAWINC NO. 397-18 LA COSTA AV£ SHEETS J & 4 OF 15 PER OM/IV S0-001-464-04 DRAW/NC NO. 409-48 CITY OF OCEAl<SIDE 78 OECLARA TION OF RESPONSIBLE CHARGE . I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA VE EXERCISED RESPONSIBLE CHARGE OVER THE OES/CN OF THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS COO£, ANO THAT THE DESIGN IS CONSISTENT WITH CURRENT STANOAROS. I UNOERSTANO THAT THE CHECK OF PROJECT DRAWINGS ANO SPECIF/CATIONS BY THE CITY OF CARLSBAD DOES NOT RELIEVE ME, AS ENGINEER OF WORK, OF MY RESPONS/8/l/T!ES FOR PROJECT DESIGN. OVA Y CONSULTANTS, INC. 2710 LOKER A VENUE WEST, SUITE 100 CARLSBAD, CALIFORNIA 92010-7311 (160) 931-7700 .~ c~ DATE 10/z<t/4z__ TIMOTHY 0. CARROLL, JR. R.C.E. NO. 55381 EXP. 12/31/14 CIVIL ENGINEER/LANO SURVEYOR " ODAY CONSULTANTS, INC. 2710 LOKER A VENUE WEST, SUITE 100 CARLSBAD, CALIFORNIA 92010-7317 (160} 931-7100 OWNER/DEVELOPER " PROPERTY DEVELOPMENT CENTERS, LlC 5918 STONER/OGE MALL ROAD PlEASAN TON. CA 94588 (925) 738-1232 NO. 2009-232 DATED SEPTEMBER 15, 2009. 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK}. 6. SOILS REPORTS AND RECOMMENOA TIONS BY SOUTHERN CAUFORNIA SOil & TESTING, INC. DA TED.:1/JL.Y .3/ , 2012. 7 THE SAN DIEGO REGIONAL STANDARD DRAWINGS ANO AS MAY BE MOOIFIED BY THE CITY OF CARLSBAD STANDARDS. 8. ENVIRONMENTAL APPROVAL DOCUMENTS OATEO JULY 15, 2009, RESOLUTION NO. 6577, ANO CITY COUNCIL RESOLUTION NO. 2009-232 DA TEO SEPTEMBER 15, 2009. 9. STORMWA TER POLLUTION CONTROL PLAN (SWPPP) PREPARED BY 01JAY CONSULTANTS DATED SEPTEMBER l, 2012, IIV/0 NO. 9 JlCJ64765, RECD OCTOBER 5, 2012. 10. CALIFORNIA STORMWATER QUALITY ASSOCIATION (CASOA} STORMWATER BEST MANAGEMENT PRACTICES, CONSTRUCTION HANDBOOK,· ANO THE STA TE OF CALIFORNIA DEPARTMENT OF TRANSPORTA T!ON CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP) MANUAL NOT£: QUAN1717ES ARE FOR BONDING PURPOSES ONLY. ACTUAL QUAN1717ES MAY VARY. STD. DWGS. ARE SAN DIEGO REGIONAL STDS. UNLESS NOTED OTHERl't1SE. LEGEND DESCRIPTION DWG. NO.** SYMBOL A. C. PAVEMENT (RANCHO SANTA FE RO.). .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. . :,m¥A@,1/¾21rotll (6" A.C. Off/I 6" A8 MIN. OR AS SP£C!REO 8Y SOILS £NC/NEER) A. C. PAVEMENT {LA COSTA A VE.)......................................................... . 1Ai!li!ll\#- (4" A.C. Off/I 6 A8 l,//N. OR AS SP£C/R£0 BY SOILS £NC/NEER) P.C.C. 6" CURB & GUTTER .............................. fJ-2, TYPE t'' .............. ====== P.C.C. 8" MEDIAN CURB ............................ fJ-6, TYPE '8-/' .... .. PEDESTRIAN RAMP TYPE '.4' .............................. JJ-27 ................. . P.C.C. SIDEWALK (4") ...................................... fJ-7 ............. . MEO/AN STAMPED CONCRETE .................... DETAIL, SHEET J .. .. CROSS GUTTER ....... . .CS-9,10 .. . ·:••->~ .,.,.,. ,;,'·,,• ~ w CUT-OFF WALLS .. .. ... S-9 ...... . JI, ....... ------~---rr 8" P. V.C. SEWER. ...................... .. ............. .L.W.O. S-11......... . .... . ----s---- SEWER MANHOLE!~t .................................. .L. W.0. S-J ---o--- SEWER ClEANOUT ....................................... .L.W.O. S-8 ................... ----c 61/8" SEWER LATERAL. ............................. .l.W.0. S-IJ .. --® 10" P. V.C. WATER LINE ..................................... O.M.W.O. E-2.! ............. -----W---- 6" P.V.C. WATER UNE. ................................. 0.M.W.0. E-2./ .............. -----W---- 41/10" BACKFlOW PREVENTER .......................... O.M.W.D. C-J2 ............ ------!O=lll 4" WATER SERVICE ......................................... O.M. W.O. 8-1.8 .. . .. .. .. ------0 10" CATE VALVE ........................................... 0.M.W.D. 0-2.2 ............. --------- 6" CATE VALVE ............................................. 0.M.W.O. 0-2.2 .............. --------- QUANTITY 11,000 SF 6,700 SF 1,958 SF 39,600 SF BEA 18,005 LF 13,680 SF 1,000 SF I EA 4,614 lF JI EA 6 EA 23 EA 65 lF 26 LF 4 [A 2EA 2EA 2EA 2" IRRIGATION SERI/ICE ................................... .O.M.W.O. 8-1.5.......... ----(D 6EA I 2 fh" ftft i1JJ/lf1of/!N'.'~~:.t8_ . ======-=z= tJ75 M1z.F 2 ~2· fEOUCEO PRESSURE 8¥Jf(J.fl)UJJE:'!ff!J{!L.____..JJ~ C-2.1................ ra:J G""3~6 EA 42" RCP STORM DRAIN ..................................... D-60 ........................... =z=-====== 'f/3 7$3 LF ---...._.,___'--- PACIFIC OCEAN CITY OF ENCINITAS VICINITY MAP NOT TO SCALE CITY OF --....--. ... SAN MARCOS ~ I::' SITE "AS SUIL T" OLJVt'NHAIN /\f(INIC/PAL WAm Pt~/f!T DtSTTetCT PRIXfl!cT No. W.f'S-95"J.4 t, IS, t~ PAIT 36" RCP STORM DRAIN ..................................... 0-60 ........................... =z=-=z=-=z= 408 lF JO" RCP STORM DRAIN .................................... D-60 ........................... =z=-=z=-=z= HEADWALL . . .. .. ............................... 0-34........ .. .. .. ... .... .. . --58 -( RIP-RAP. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. ........... D-40. .. .. .. .. .. . . .. . .. ... . TYPE '8-1' C./. .... D-2'. MOO. TYPE '.4 ' C. 0. ..... . ..................... D-9 ............... . TYPE '8' C. 0 ....... .. ........... 0-10 .. . TRENCH RESTORATION. ...................................... fJS-26 ..... . A. C. 0 VERLA Y ' AS MOOIF/EO BY CITY OF CARLSBAD STANDARDS FOR PUBUC IMPROVEMENTS. " SAN DIEGO REGIONAL STANDARD DRAWINGS UNLESS OTHERWISE STA TED. ® ~ @] @] ~ 2?UUZ '" IWIERE UN/NC CALLED OUT ON PLANS, THE MANHOLES Sf/All BE PROI/IOEO WITH INTEGRAll Y LOCKING PVC OR POL Y/JRETHANE PROTECTIVE LINING SYSTEM PER SECTION 500-2 OF THE GREEN BOOK. 556LF 2EA 2[A 840 SF 12,670 SF LA COSTA SQUARE CITY OF CARLSBAD FIRE DEPARTMENT REQUIREMENTS NO. OF F.H.(S)_~F.FLOW __ G.P.M. OUT OF_F,H.(S). I PRINKLED YES/NO ... F.FLOW __ G.P.M. -~--f'2_ 1/~L~L'Z,_ ' '\S~I DA TE "AS BUILT" <C-4/ ~~s-TIMOTHY 0. CARROLL, JR. D E RCE 55381 EXP. 12/31/14 JL/.L,/1s: DATE , LEUCADIA WASTEWATER DISTRICT I SH,EET I CITY OF CARLSBAD ~ ,~.,. j {VR.u-,Ar_.-_1_2',zol.!z ENGINEERING DEPARTMENT ~ STEPfiENL.DEERING, RC~14 DATE P;"· I '2-7Z.F3 l---+----+---------------+--__jf---.+-------4---l ~,,=,,oon==,,n=-,,-'=c..,r=PLAN==== .. ========:;'...':===:::; ol'ESS/ " ~ DUDEK EXP 3131 /14 11rrrnvrc1rror rvn, -----~-------~-------------Jr'-.:.;O:.:.Ll;;;;VE'-N-H_A_IN_M_U..;;;N:.a..lC-'IP""'A'"'L"-W'-A-T-ER_D_IS_T_R_IC-T--1~:?~' '7r:-i,5\ A5-au1iT <,,It/Lr .J(Q·p""_,_ _ __._ _ __. LA COSTA TOWN SOlJARE 0 / ~ DESIGNED BY: A.M .• B.R. DATE: JANUARY 2012 r----~™"-;.:.;,;;:;;:i,o'~:;;-;~;;;;,;;,-----t.-~',':10'f-:ti~1177~il3'-l-n;.~-l!J;\ 1,\t:RE~v1,.1i~s£§:....:>S:5.EV."'.'.·c.:s~H:t:i:T:..!.13~.2~0'.i.,R~E~P::!::L1::,AC::!r;=-=.s~HT~e1~f.5.2=-2.--Wn.J.:_I ,f!_!_k!_Z.D ll-~3 7-IR COMMERCIAL · DRAWN BY: J.s .• G.M. scALE: ____ POTABLE WATER SYSTEM APPROVAL ,.2/_;i/J::, Tc 17,\ REVISE .SEWEP--~t✓EET5 13 ;_22 Ah'" 'l/ii)13 kl:f> 1:1Z¼li:?:> ,svP PROJECT MGR.· T.C. JOB NO.: 101290 04 OMWD W.0.#559524 REPL4CE. S/.IEIT.5 re, 20 2 I 0 __ '-APP~D: ..9_µ:N., 1%, V~rf:V3,KI 0-...,..._ --;f) z "' .,, '/t NO. 55361 I,j * * v'q,I; CJV\1-ft-'1".,_. (" OF CALI~<;; c N s u L T A N T s f-----------------l 2 TI/_13 --re 11;,\ REvI.sE sToRM DRAIN .5HfE'T5 Z4-f25 ;'fii/l'J • · ' <,,lz!13 6VP ~ ,., .L (/a+, &,..,'afu."'-'-'-"c..._ ·---~ _1_LI, q/,z. 2710 Loko, A,e;,1;, ~'o'ci i:~~n~~tn,oc\ng ENGINEER OF WORK: / /)/) !>,£VISE 5Ew'E:R RGPLACE 5/.JTS. /2 TO 22 CITY ENGINEER PE 41204 EXPIRES 3/31 /13 6°ATE 'f1-k,-. Cod,bod, Collfomlo 92010 P,oco,,lng ~.d,' ~~ L1: IA • I". (--< (-< .., 11.1. ,,,,, ~ l-3-=-,1T1s::,/c::;13-+=Tl:c:;C:--t--;./i\raR:-=f'lc=-:15c::£:=5f,:.:.:.,cO=,R=-'1v1:..c...;o,::R:..cA=:/..::N=.,S,,:/.l:.;,£:,:::ET~5~8~!./.;::9:,=,::__f------+----l-3~/2~17J~/1~3-l--/Cc-.v-P--l ~D~W~N;=:;:B~Y=: =-~~=:_=_~;:===========::;-;:===:::::::; 760-931-7700 socv,ylng DATE:l"bo .• 11.,, _ DATE INITIAL DATE INITIAL DATE INITIAL PROJECT NO. DRAWING NO.· r,,, 760-931-8680 v/c./l,l,c., R.C.E. /~JI?~!~'.'.:,, DATE CHKD BY: C,cv ODoyCon,oltonto.com TIMOTHY 0. CAR ~ RCE: 55381 ~ Amt~ ;IGNATURE EXPIRES TWO YEARS AFTER DATE ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 01-09 409.:..4 I: \001017\_Commucial\lmpro~ement\1090Nl01~ fltl~.dwg ~t 26, 2012 \0: 52om Xrofa: 1090\/IC; 1090AN; 10<.!0NI I. SEWER NOTES LEUCADIA WASlEWA !ER DISTRICT I. LIW APPROVAL OF THESE PLANS DOES NOT RELIEVE THE APPLICANT, PRIVATE ENC/NEER OF WORK, OR CONTRACTOR FROM RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DUR/NC OR AFTER CONSTRUCTION. 2. ALL DESIGN, MATERIALS, AND CONSTRUCTION WORK SHALL CONFORM TO THE LEUCADIA WASTEWATER DISTRICT LIW SEl'ER STANDARDS AND TO THE REQUIREMENTS OF THE STANDARD SPECIF/CA T/ONS FOR PUBLIC WORKS CONSTRUCTION (CREENBOOK) AND THE REGIONAL STANDARD DRAWINGS, MOST CURRENT EDITIONS. IN THE EVENT OF CONFLICT THE LIW SEl'ER STANDARDS GOVERN. 3. OSHA SAFETY ORDERS AND OSHA CONFINED SPACE ENTRY REOUIREMENTS SHALL BE FOLLOl'ED AT ALL TIMES WITHOUT EXCEPTION. 4. THE CONTRACTOR SHALL HA VE A COPY OF THE SEl'ER NOTES 2. & 3. DOCUMENTS ON THE JOBS/ TE AT ALL TIMES. 5. THE CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ON£ YEAR AFTER THE DA TE OF FINAL ACCEPTANCE BY LIW AND SHALL REPAIR OR REPLACE ANY WORK THAT MAY PROV£ DEFECTIVE IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE YEAR PERIOD WITHOUT EXPENSE WHATSOEVER TO L Ml. 6. QUANTITIES SHOWN HEREON ARE FOR BOND ESTIMATE PURPOSES ONLY. NEITHER THE PRIVATE ENGINEER NOR LIW GUARANTEE THE ACCURACY OR COMPLETENESS OF TH£ SEl'ER QUANTITIES. 7. PRIOR TO CONSTRUCT/ON, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS REPRESENTING ALL MATERIALS AND SUPPLIES SATISFACTORY TO L/W. WORK SHALL NOT COMMENCE UNTIL SUCH MATERIALS ARE APPROVED BY LIW. 8. PRIOR TO BEGINNING SEl'ER WORK, THE LIW INSPECTOR SHALL BE FURNISHED THREE SETS OF CUT SHEETS ANO SHALL COMPLY WITH LIW STANDARD SPEC SURVEY REQUIREMENTS. 9. PRIOR TO BEGINNING SEWER WORK, CONTRACTOR SHALL SECURE A LIW PERMIT FOR CONSTRUCTION ANO SHALL PROVIDE A MINIMUM OF 72 HOUR5 NOTICE TO LIW PRIOR TO CONSTRUCTION. 10. NO WORK SHALL 8£ COMMENCED UNTIL ALL PERMITS HA VE BEEN OBTAINED FROM TH£ JURISO/CTIONAL CITY, COUNTY, AND/OR OTHER APPROPRIATE AGENCIES. 11. CONTRACTOR SHALL CONFORM TO LABOR COD£ SECTION 6705 BY SUBMITTING A DETAIL PLAN TO THE DISTRICT ENC/NEER SHOW/NC THE DE5/CN OF SHOR/NC, BRACING, SLOP/NC, OR OTHER PROVISIONS TO 8£ MADE FOR PROTECTION OF WORKERS FROM TH£ HAZARD OF CAVING GROUND DUR/NC TRENCH EXCAVATION AND PIPE INSTALLATION THEREIN. THIS PLAN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET OR MOR£ IN DEPTH. IF THE PLAN VARl[S FROM TH£ SHOR/NC SYSTEM STANDARDS ESTABLISH£0 BY TH£ CONSTRUCTION SAFETY ORDERS, TITLE 8, CALIFORNIA AOMINISTRATIVE COO£, TH£ PLAN SHALL BE PREPARED BY A REC/STEREO ENGINEER. A COPY OF THE OSHA EXCAVATION PERMIT MUST 8£ SUBMITTED TO TH£ LWO INSPECTOR PRIOR TO £XCAVA TION. 12. ALL SEl'ER FACILITIES SHALL 8£ INSTALLED IN DRY EXCAVATIONS AND TRENCHES. CONTRACTOR SHALL DEWATER AND MAINTAIN DEWATER/NC CONTINUOUSLY UNTIL TH£ WORK IS COMPLETED INCLUOINC PLACEMENT ANO COMPACTION OF BACKFILL MATERIALS IN A DRY STA TE. ALL PIPE ZONE MATERIAL LOCATED IN /'ET OR AREAS SUSPECTED TO 8£ /'ET IN THE FUTURE SHALL 8£ ENCASED IN CEOTEXTILE MATERIAL SUITABLE GEOTEXTJLE MATERIAL SHALL 8£ SUBMITTED TO TIIE DISTRICT ENGINEER FOR REVIEW AND APPROVAL CONTRACTOR SHALL OBTAIN DEWATER/NG PERMITS AS NECESSARY AND RETURN OF GROUNDWATER TO THE SEl'ER SHALL NOT BE ALLOl'ED. 13. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES SHOWN ON THESE PLANS WAS OBTAINED BY AVAILABLE RECORDS SEARCH BY TH£ PR/VA TE ENGINEER. TO TI/E BEST OF TH£ PRIVATE ENG/N££R's KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT TI/OSE SHOWN ON THESE PLANS. ATTENTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTl/£R UTILITIES OR STRUCTURES NOT SHOWN, OR IN A DIFFERENT LOCATION FROM THAT SHOWN ON TH£ PLANS. THE CONTRACTOR SHALL TAKE DUE PRECAUTIONARY MEASURES TO PROTECT TH£ UTILITIES SHOWN ON THE PLANS AND OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 14. APPROVAL OF THIS PLAN BY LIW DOES NOT CONSTITUTE A REPRESENTATION OF THE ACCURACY OF THE LOCATION OF, OR TH£ EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIP£, OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 15. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800) 422-4/JJ, AS REQUIRED BY STATE LAW ALL UTILITY CROSSINGS SHALL 8£ POTHOLED PRIOR TO TRENCHING. 16. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL LOCAL, STAT[, AND FEDERAL SAFETY REGULATIONS INCLUDING, BUT NOT LIMITED TO, TRENCH SAFETY AND CONFINED SPACE ENTR'f 17. SOILS REPORTS SHALL 8£ SUBMITTED TO LWO BY A QUALIFIEO SOILS ENGINEER WHICH CERTIFIES THAT TRENCH BACKFILL WAS COMPACTED AS 0/RECTEO BY THE SOILS ENGINEER IN ACCORDANCE WITH ON SITE EARTHWORK SPECIFICATIONS ANO TH£ LWO STANDARD SPEC. 18. SEWER ElEVA TIONS SHOWN ARE INVERT ELEVATION (i.E) INSIDE BOTTOM OF PIPE. SEWER LENGTHS SHOWN AR£ FROM CENTER OF MANHOLE TO CENTER OF MANHOLE 19. ALL REVISIONS TO DRAWINGS SHALL 8£ APPROVED BY TH£ LIW DISTRICT ENGINEER AS CONSTRUCTION CHANCES TO TH£ ORIGINAL MYLAR DRAWINGS WITH INITIALED APPROVAL ON THE MYLARS. 20. CONTRACTOR IS RESPONSIBLE FOR KEEPING COMPLETE RECORD OF CHANCES AND SHALL MAK£ SUCH RECORD AVAILABLE TO THE PR/VA TE £NC/NEER. TH£ PR/VA TE ENGINEER SHALL PROVIDE AS-BUILT ORAW!NCS TO LIW FOR REVIEW AND APPROVAL PRIOR TO FINAL ACCEPTANCE OF THE PROJECT. 21. LENGTH OF OPEN TRENCH SHALL BE LIMITED TO 350 FEET, INCLUDING COLLECTORS AND LATERALS, UNLESS OTHERWISE APPROVED IN WRIT/NC BY TIIE DISTRICT. TRENCH SHALL 8£ BACKFILLED OR PLATED AT THE CONCLUSION OF EACH DAY OF WORK. 22 TH£ CONTRACTOR Sf/ALL PROTECT ALL SURVEY MONUMENTATION. IF ANY SURVEY MONUMENTS ARE 0/STIJRBED OR DESTRO YEO, TH£ CONTRACTOR SHALL RETAIN A LICENSED SURVEYOR TO RE-ESTABLISH AND RECORD THE MONUMENT CHANCE PER STATE LAW 23. A MINIMUM OF 12 INCHES VERTICAL CLEARANCE Sf/ALL BE PROVIDED BETWEEN THE SEl'ER PIPE AND ANY OTHER UTILITIES. 24. SEPARATION OF SEl'ER / WATER AND SEl'ER / RECYCLED WATER SHALL COMPLY WITH LWO STD owe S-2 ANO WITH ALL COUNTY ANO STATE HEALTH OEPT. REGULATIONS. 25. CONNECTIONS TO EXISTING SEl'ER PIPE OR MANHOLES Sf/ALL ONLY BE DONE IN THE DIRECT PRESENCE OF Tf/E LIW INSPECTOR. NEW SEWER Sf/ALL NOT 8£ CONNECTED OR ALLOl'EO TO FLOW TO EXIST/NC SEWER UNTIL AFTER FINAL ACCEPTANCE OF ALL UPSTREAM WORK BY TH£ LWO INSPECTOR, OR AS APPROVED BY DISTRICT ENGINEER. 26. ALL SERVICE LATERALS SHALL BE LOCA TEO AT RIGHT ANGLES TO TH£ S£/'ER MAIN UNLESS OTHERWISE SHOWN AS APPROVED BY LWO ON THE PLANS. 21. A 2-INCH HIGH ''s" SHALL BE INSCRIBED ON THE CURB FACE AT EACH LATERAL LOCATION BY THE CONTRACTOR. 28. A 10 CAC£ SHIELDED COPPER WIRE SHALL BE BURIED OVER EACH LATERAL TH£ WIRE SHALL EXTEND UP TO A 2" COPPER TAG TIED ANO SOLDERED TO ff/£ WIRE THE TAC OVER Tl/£ SEl'ER MAIN SHALL TERM/NA TE 6" ABOVE PA VINC SUBCRAD£ WITH FINAL LOCA T/ON JUST BELOW PA VINO. Tf/£ TAG OVER Tf/£ CUSTOMER ENO OF TH£ LATERAL SHALL EXTEND ABOVE GRAD£ UNTIL CONNECTED ANO Sf/ALL THEREAFTER BE BURIED AT THE POINT OF CONNECTION. 29. ALL PIP£ SHALL 8£ HANDLED AND INSTALLED SO AS TO PROTECT PIP£, JOINTS, LIN/NC, AND COATING. ff/£ PIPE Sf/ALL 8£ CAREFULLY BEDDED TO PROVIDE CONTINUOUS BEARING AND PREVENT UNEVEN SETTLEMENT. PIPE SHALL 8£ PROTECTED AGAINST FLOTATION AT ALL TIMES. OPEN ENDS OF PIP£ SHALL BE SEALED AT ALL TIMES WHEN CONSTRUCTION IS NOT IN PROGRESS. JO. PIP£ JOINTS SHALL NOT BE DEFLECTED UNLESS SO OESIGNEO ANO Sf/ALL Tl/EN BE UM/TEO TO LESS THAN ONE -HALF OF THE ANGLE RECOMMENDED BY TH£ PIPE MFCR. JI. SEWER PIPE ZONE AND TRENCH BACKFILL SHALL BE PER TH{ LWO SEWER STANDARDS. WATER Jt"mNG SHALL NOT 8£ ALLOWED. NOTE// llECTRON!C OAlil RLES ARE FOR REFERENCE ONLY ANO AR£ NOT TO 8£ f/SEO FOR HORIZONTAL OR VERTICAL Sf/RVEY CONTl?OL 32. ALL LATERALS Sf/ALL 8£ CONSTRUCTED CLEAR OF ORIVEWA YS. JJ. JOB MIX/NC OF CONCRETE IS NOT ALLOl'EO WITHOUT EXCEPTION. CONCRETE TEST/NC BY LIW WILL BE AT CONTRACTOR EXPENSE 34. MANHOLE BASES SHALL BE MONOLITH/CALLY PLACED, FINISHED, ANO COMPLETED AT TIME OF PLACEMENT. GPK PRODUCTS, INC., OR APPROVED EQUAL, MANHOLE ADAPTERS SHALL 8£ SET IN TH£ BAS£ FOR EACH PIP£ CONNECTION. SETT/NC OF MH RINGS SHALL NOT BE ALLOl'EO FOR 48 HOURS AFTER CONCRETE PLACEMENT. PRECAST MANHOLE BASES AR£ ACCEPTABLE FOR US£ WITH 8" SEl'ERS WITH DISTRICT ENGINEER APPROVAL. .J5. JOINTS BETl'EEN MH BAS£, SHAFTING, CONE SECTIONS, AND RING Sf/ALL f/A V[ A 2" BY 2" BUTYL RUBBER CASKET PLACED WITHIN TH£ FULL CIRCUMFERENCE GASKET Sf/ALL BE CPS-210 BY PRESS-SEAL CASKET CORP., OR APPROVED EQUAL. 36. ALL MANHOLES SHALL BE VACUUM TESTED I) BEFORE BACKFILL, 2) AFTER BACKFILL, AND J) SUBSEQUENT TO ANY SUSPECTED MOVEMENT OR DAMAGE AFTER BACKFILL. 37. ALL SEl'ERS ANO LATERALS SHALL BE WAYNE BALLED, LOW PRESSURE AIR TESTED, AND TELEVISED AT TH£ APPLICANT/CONTRACTORS EXPENSE PRIOR TO CONSIDERATION FOR FINAL ACCEPTANCE BY LWO. AIR TEST SHALL 8£ DONE AFTER CONSTRUCTION OF ALL OTHER UTILITIES ANO UTILITY LATERALS. 38. ALL SEWERS ANO LATERALS SHALL 8£ IN PLACE AND SHALL HAVE FINAL APPROVAL BY THE LIW INSPECTOR PRIOR TO PAV/NC. 39. MANHOLES Sf/ALL 8£ 4-FEET DIAMETER FOR PIPE UP TO /5-INCH DIAMETER PER LWO STD owe S-3. MANHOLES SHALL BE 5-FEET DIAMETER FOR PIP£ 18-/NCHES AND LARGER PER LWO STD owe S-4. 40. MH's SHALL BE LINED WITH INTECRALL Y LOCK/NC PVC (T-LOCK) OR A POL YIJR£THAN£ PROTECTIVE LINING SYSTEM PER SECT. 500-2 OF THE CREENBOOK FOR.· a. ALL NEW MH's b. ALL EXIST/NC MN'S WITH NEW CONSTRUCTION c. ALL EXIST/NC LINED MH's THAT REQUIRE NEW CONCRETE RISER RINGS 41. MAXIMUM DEPTH OF SEl'ER FOR SORJ5 PVC PIPE ID 15'. C900 PIPE IS REQUIRED FOR DEPTH OF COVER OVER 15. 42. FINAL APPROVAL OF PLANS BY DISTRICT £NC/NEER IS VALID FOR A PERIOD OF TIM£ NOT TO EXCEED ONE YEAR FROM APPROVAL DA TE TO START OF CONSTRUCTION. IF TH£ ON£ YEAR TIME LIMIT IS EXPIRED PRIOR TO START OF CONSTRUCTION TH£ DEVELOPER Sf/ALL RESUBMIT TH£ PLAN CHECK TO THE DISTRICT ENC/NEER FOR AN UPDATED REVIEW ANO APPROVAL ANY CHANCES REQUIRED TO Tl/£ PLANS SHALL BE MADE AT THE D£VELOP£R's EXPENSE ANO APPROVED BY THE LWO DISTRICT ENC/NEER PRIOR TO THE START OF CONSTRUCTION. 43. WHEN CONNECTION TO EXIST/NC MANHOLES IS NECESSARY AND SHOWN ON TH£ DRAWINGS, TH£ CONTRACTOR SHALL CONNECT TO EXIST/NC MANHOLE STRUCTURES AND CONSTRUCT TH£ NEW FLOW-THROUGH CHANNELS IN EACH MANHOLE BAS£ TO ACCOMODATE TH£ NEW SEl'ER LINES AS REQUIRED. SMOOTH TRANSITIONS SHALL 8£ INSTALLED FROM TH£ INVERTS OF TH£ NE!'il. Y INSTALLED PIPES TO THE EXIST/NC MANHOLE STRUCTIJRES. MANHOLES SHALL 8£ CORE DRILLED AND MANHOLE CONNECTION FJmNCS SHALL BE CONNECTED TO TH£ CORE DRILLED HOLE BY LINK-SEAL, OR APPROVED EQUAL THE FIRST flEXIBLE JOINT SHALL 8£ LOCATED WITHIN ONE FOOT OF THE MANHOLE BASE. JACK HAMMERING SHALL NOT 8£ ALLOl'ED. WATER NOTES OllvENHAIN MUNICIPAL WATER DISTRICT I. POTABLE /'/ATER WORKS SHALL 8£ CONSTRUCTED IN ACCORDANCE WITH THE DETAILS AND MATERIALS AS SPECIFIED IN TH£ MOST REC{NT EDITION OF TH£ OLIVENHAIN MUNICIPAL WATER DISTRICT (DISTRICT) STANDARDS SPECIF/CA T/ONS AND DRAWINGS FOR Tl/£ CDNSTRUCllON OF WATER MAINS AND FACILITIES, INCLUDING ALL AMENDMENTS ADOPTED PRIOR TO THE DISTRICT APPROVAL OAT£ ON THESE PLANS. CONTRACTOR SHALL HAVE A COPY OF THE STANDARD SPECIF/CATIONS ON THE JOB SITE AT ALL TIMES. 2 TH£ SUBMISSION AND REVIEW OF ALL SUBMITTALS (Sf/OP DRAW!NCS, SIX SETS} AS REQUIRED BY TIIE STANDARD SPECIF/CATIONS ARE TO BE ACCOMPLISHED PRIOR TO PRECONSTRUCTION MEET/NC WITH TH£ 0/STRICT's INSPECTOR. J. UNLESS OTHERWISE NOTED, CONNt"CTIONS TO EXIST/NC MAINS SHALL 8£ MAD£ OR!': THE TIME ANO DURATION OF ANY SHUTDOWNS OF EXIST/NC MAINS SHALL BE SUBJECT TO APPROVAL BY THE 0/STRICT. DISTRICT SHALL BE NOTIF/t"O TWO /'EEKS MINIMUM IN ADVANCE OF ANY SHUTDOWN. 4. CONTRACTOR SHALL COORDINATE WITH DISTRICT ALL ARRANGEMENTS FOR H/Gf/-L/NINC TEMPORARY SERVICES PRIOR TO SHUTDOWNS. NO SHUTDOWNS WILL BE SCHEDULED ON A MONDA Y OR FRIDA Y. 5. CONTRACTOR SHALL REVIEW ALL PROPOSED TRENCH WORK WITH CAL/OSHA. A COPY OF EXEMPTION LETTER OR TRENCHING PERMIT, IF REQUIRED, Sf/ALL BE SUBMITTEO TO THE DISTRICT PRIOR TO CONSTRUCTION. 6. NO WORK MAY BEGIN OR PROCEED WITHOUT DIRECTION OF TH£ 0/STRICT's INSPECTOR. CONTRACTOR SHALL NOTIFY TH£ DISTRICT INSPECTIONS DEPART/JENT 48 HOURS PRIOR TO TH£ 8£C/NNINC OF WORK TO ARRANCE FOR INSPECTION OF THE PROJECT. 7. TIIE CONTRACTOR MUST CALL "DIG ALt"RT OF SOUTHERN CALIFORNIA" TD f/A VE UNDERGROUND SERVICE UT/LlllES LOCATED PRIOR TO CONST/JCT/ON. THIS CALL WILL 8{ MAD£ AT LEAST 48 HOURS IN ADVANCE PRIOR TO ANY WORK BEING PERFORMED IN PUBLIC RIGHT-OF-WAY. (DIC ALERT PHONE 800-227-2600) 8. ALL EXIST/NC FACILITIES WHICH MAY AFFECT PROJt"CT CONTRACTION IE, LINE CROSSING, LINE PARALLEL/NC, OR PROPOSED CONNECTIONS SHALL BE FIELD VERIFIED BEFORE ANY CONSTRUCTION BEGINS. 9. THE CONTRACTOR SHALL FURNISH AND INSTALL PER TH£ STANDARD SPECIF/CATIONS TH£ APPROPRIATE BURIED UTILITY WARNING AND IDENTIFICATION TAP£ ABOVE ALL PUBLIC WATER LINES INCLUOINC WATER LATERALS LOCATED IN PUBLIC RICHT-OF-WA'f 10. WHERE ELEVATIONS AND GRADES ARE NOT SHOWN ON THE WATER MAIN PROFILE, TOP OF PIPE PROFILE IS 48-INCHES BELOW CENTERLINE OF FINISH GRADE OF STREET. II. ALL DEFLECTIONS (HORIZONTAL ANO VERTICAL) SHALL BE MADE BY USE OF JOINT COUPLING WITH 4' MAXIMUM DEFLECTOR PER (2' PER JOINT}. NO BEND/NC (CURVING) OF PIP£ SHALL BE PERMITTED. 12 MANUAL AIR RELEASES Sf/ALL BE INSTALLED AT ALL HIGH POINTS ANO BLOW-OFFS AT ALL LOW POINTS IN THE WATER MAIN PROFILE. PLACE MANUAL AIR RELEASES AND BLOW-OFFS WITHIN METER BOX AND LOCATE BEHIND CURB UNLESS OTHERWISE APPROVED BY THE 0/STRJC!'S REPRESENTATIVE. FIR£ HYDRANTS MAY 8£ USED IN LIEU OF A MANUAL AIR RELEASE OR BLOW-OFF WHEN LOCATED AT OR NEAR HICH OR LOW POINTS, AS APPROVED BY TH£ 0/STR!Cr'S REPRESENTATIVE. 13. INSTALL A MINIMUM /-INCH WATER SERVICE TO EACH LOT. METER TO 8£ LOCATED 5 FEET FROM A SIDE LOT LINE. A 3/4-INCH HIGH LETTER 'W" SHALE 8£ CHIS£L£0 IN TOP OF EXIST/NC CURB OR IMPRINTED IN NEW CURB AT ALL WATER SERVICE CROSSINGS. 14. METER BOXES SHALL NOT 8£ PLACED WITHIN ORIVEWA YS OR SIDEWALKS WITHOUT DISTRICT'S PRIOR WRITTEN CONSENT. 15. ALL WATER SERVICES FOR /RR/GA TION, MULTIPLE RESIDENTIAL COMPLEXES COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL HA VE AN APPROVEO BACKFLOW PREVENTION DEVICE ON CUSTOMER's SID£ OF WATER METER. /6. CONTRACTOR SHALL TIE OFF ALL VAL VE LOCATIONS ANO PROV/OE WRITTEN DIMENSIONS TO INSPECTOR IMMEDIATELY UPON INSTALLATION OF VALVES. 11. LIN£ VALVES, /ff/ERE REQUIRED AT STREET INTERSECTIONS SHALL BE LOCATED AT TH£ TE£ WHENEVER POSSIBLE 18. FIRE HYDRANTS, AS APPROVED BY TH£ APPROPRIATE FIRE DISTRICT ANO MEETING TH£ 0/STRICT's STANDARD SPECIFICATIONS, ARE TO BE INSTALLED AT LOCATIONS SPECIFIED BY TH£ FIRE DISTRICT. \'.OfESS/ 19. ALL DESIGN CHANCES TO THE WATER SYSTEM SHALL BE APPROVED BY THE DISTRICT REPRESENTA TJV[ IN WRIT/NC PRIOR TO CONSTRUCTION ANO ACCEPTANCE OF Tf/£ CHANGE 20. Tf/E WATER SYSTEM SHALL 8£ PRESSURE TESTED IN ACCORDANCE WITH TH£ PROCEDURES IN THE OMWO STANDARD SPECIF/CATIONS. TH£ CLASS OF PIP£ SHALL 8£ USED AS THE DESICNA TEO WORK/NC PRESSURE FOR TEST/NC ALL PIPE, VALVES (CLOSED) AND APPURTENANCES. 21. PIPELINES ANO APPURTENANCES Sf/ALL 8£ DISINFECTED IN ACCORDANCE WITH SECTION 15041 OF THE OMIW STANDARD SPECIF/CATIONS PRIOR TO Tl£ IN OR CONNECTIONS TO EXISTING SYSTEM FACILITIES. BACTERIOLOGIC QUALITY TEST RESULTS SHALL CONFORM TO THE CRITERIA SPECIFIED IN Tf/A T SPECIF/CATION. 22. CONTRACT RECORD DRAWINGS MUST 8£ SUBMITTED PRIOR TO FINAL ACCEPTANCE OF WORK. THE PLANS MUST PROVIDE POST CONSTRUCTION VER/FICA T/ON OF THE LOCATION ANO ELEVATION OF PIPES AND APPURTENANCES. 23. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE (I) YEAR AFTER TIIE DATE OF ACCEPTANCE FOR THE PROJECT. CONTRACTOR Sf/ALL REPAIR OR REPLACE ANY OR ALL SUCH WORK, TOGETHER WITH ANY OTHER WORK WHICH MAY 8£ DISPLACED IN SO DO/NC THAT MAY PROV[ OEFEcnvr IN WORKMANSHIP AND/OR MATERIALS WITHIN THE ONE-YEAR PERIOD FROM THE OAT£ OF ACCEPTANCE WITHOUT EXPENSE WHA T.50EVER TO TIIE DISTRICT, ORO/NARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT EXCEPTED. 24. ALL /RR/GA TION METERS SHALL BE SERVED WITH RECYCLEO WATER UNLESS PREVIOUSLY APPROVED IN WRIT/NC BY TH£ DISTRICT. 25. ALL BURIED NUTS AND BOLTS ON ALL FITTINGS AND VALVES Sf/ALL BE WAX TAPE WRAPPED IN ACCORDANCE WITH O.M.WD. STANDARD SPECIFICATIONS. / SIGNING ANO STRIPING NO TES I. TH£ CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNING AND STRIPING. 2 SICNINC, STRIP/NC AND PAVEMENT MARKINGS SHALL CONFORM TO TH£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 's MUTCD 200.J REVISION /, AS AMENDED FOR US£ IN CALIFORNIA), CALTRANS STANDARD SPECIFICATIONS (JULY 2006 OR LATEST VERSION THEREOF), THESE PLANS ANO THE SPECIAL PROVISIONS. 3. ALL SIGNING AND STRIP/NC IS SUBJECT TO ff/E APPROVAL OF TH£ PUBLIC WORKS DIRECTOR OR f//S REPRESENTA T/VE, PRIOR TO INSTALLA T/ON. 4. ANY DEVIATION FROM THESE SICNINC AND STRIP/NC PLANS SHALL BE APPROVED BY THE £NC/NEER OF WORK AND PUBLIC WORKS DIRECTOR PRIOR TO ANY CHANCE IN THE FIELD. 5. ALL SIGN/NC ANO STRIP/NC SHALL BE REFLECTIVE PER CALTRANS SPECIFICATIONS. STRIPING SHALL BE REPAINTED TWO WEEKS AFTER INITIAL PAINTING. S/CN/NC Sf/ALL US£ ENCAPSULATED LENS REFLECTIVE SHEET/NC (HICH INTENSITY OR EQUAL). 6. PRIOR TO FINAL ACCEPTANCE OF STREET IMPROVEMENTS, ALL STREET STRIP/NC ANO MARKINGS WITHIN A 500' PERIMETER OF THE CONSTRUCTION PROJECT WILL 8£ RESTORED TO A "LIKE NEW" CONDITION, IN A MANNER MEETING TH£ APPROVAL OF THE CITY INSPECTOR. 7. EXACT LOCATION OF STRIP/NC ANO STOP LIMIT LINES SHALL BE APPROVED BY TH£ PUBLIC WORKS DIRECTOR OR HIS REPRESENTATIVE PRIOR TO INSTALLATION. 8. CONTRACTOR SHALL REMOVE ALL CONFLICT/NC PAINTED LINES, MARKINGS ANO PAVEMENT LEGENDS BY GRINDING. DEBRIS SHALL 8£ PROMPT/. Y REMOVED BY THE CONTRACTOR. 9. ALL PAVEMENT LEGENDS SHALL 8£ THE LA TEST VERSION OFTH£ CAL TRANS METRIC STENCILS. ID. LIMIT LINES AND CROSSWALKS SHALL BE FIELD LOCATED. CROSSWALKS SHALL f/A VE JO' INSIDE DIMENSION UNLESS O THERWIS£ SPECIFIED. JI. ALL CROSSWALKS, LIMIT LINES, STOP BARS, PAVEMENT ARROWS ANO PAVEMENT LEGENDS SHALL BE THERMOPLASTIC UNLESS OTHER WISE SPECIFIED. /2 FIRE HYDRANT PAVEMENT MARKERS SHALL CONFORM TO TH£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 's MUTCD 2003 REVISION /, AS AMENDED FOR USE IN CALIFORNIA) ANO SAN DIEGO REGIONAL STANDARD DRAW/NC M-19. /3. ALL MEO/AN NOSES ANO FLARES SHALL BE PAINTED YELLOW 14. ALL SIGNS SHALL BE STANDARD SIZE AS SHOWN IN TH£ CALIFORNIA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (FHWA 's MUTCD 2003 REVISION!, AS AMENDED FOR US£ IN CALIFORNIA) UNLESS OTHERWISE SPECIFIED. /5. SIGN POST.5 Sf/ALL BE SQUARE PERFORATED STEEL TUBING WITH BREAKAWAY BASE PER SAN DIEGO REGIONAL STANDARD DRAW/NC M-45. 16. WHEN A SIGN IS ATTACHED TO A POL£, IT SHALL 8£ MOUNTED US/NC A STANDARD CITY OF CARLSBAD MOUNTING BRACKET WIT// STRAPS. fl. EXIST/NC SIGNS REMOVED BY THE CONTRACTOR SHALL 8£ DELIVERED BY THE CONTRACTOR TO THE Cl TY OF CARLSBAD PUBLIC WORKS YARD AT 405 OAK A VENUE 18. ALL SIGNS SHOWN ON THESE PLANS SHALL BE NEW SIGNS PROV/0£0 ANO INSTALLED BY Tf/£ CONTRACTOR EXCEPT THOSE SIGNS SPECIFICALLY SHOWN AS EXIST/NC TO BE RELOCATED OR TO REMAIN. 19. (IF NECESSARY) WHERE R4-7 SIGN ANO OMJ-3 OBJECT MARKER ARE TO BE INSTALLED IN A 2-FOOT WIDE MEDIAN NOS£, THE R4-7 SIGN SHALL 8£ /8;(24" ANO Tf/£ OM/-3 OBJECT MARKER SHALL 8£ 12''X12''. / DESIGNED BY: A.M .. B.R. DATE: JANUARY 2012 DRAWN BY: J.S., G.M. SCALE: AS SHOWN ;:; t, V) --C~/q~TS PROJECT MGR: T.C. JOB NO.: 101290-04 -,fJ z. 0 ,.., \!t EE CJV\\. <' OF CALI~ 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODoyConsultonts.com Civil Engineering ENGINEER OF WORK: Plannlng Processing ~~&(_ Surveying DATE: 1ol2Y), TIMOTHY 0. CARROLL, JR. RCE: 55381 '311',' 7C-- /j\ DATE INITIAL ENGINEER OF WORK " '( " .. ( " ,~;~,O:db&c=,::-..M.-,1,:~_,.,,;,,,_..,,.JtJ,-_:,,il,:.,,!faa!"',~ KEY LEGEND SEl'ER LIN£. . .. .. .. .. . . . -S-- SEl'ER MANHOLE. . . . . . . . . . . 0 WATER LIN£. . . . . . . . . . . . . . -W-- FIRE HYDRANT. . . . . . . • . • • . . - STREET LICHT. STORM DRAIN. . .. , . , ..... LOT NUMBER .•............ A5-f,0 1n KEY MAP SCALE· I" = 200' 6/_L I l'i ., DATE INITIAL DATE INITIAL REVISION DESCRIPTION OlHER APPRDVAL CITY APPROVAL l:\0010!7\_Commerciol\lrnpro~ernent\1090NI02-Key.dwg Oct 24. 2012 12:27pm SHEET INDEX SHEET NO. I 2 J 4-1/ 12-22 23-25 26-36 37-52 DESCRIPTION TITI.E SHEET, NOTES, VICINITY MAP, LEGEND KEY MAP, SEWER & WATER NOTES STREET SECTIONS, DETAILS, NOTES PUBLIC STREET IMPROVEMENT PLAN WATER & SEl'ER PLAN STORM DRAIN PLAN TRAFFIC CONTROL PLAN MEDIAN IMPROVEMENT & LANDSCAPING PLAN ~UILT" -~ 3M.r TIMOTHY 0. CARROLL, JR, DATE RCE 55381 EXP. 12/31/14 REVIEWED BY: ~~~ .. 1-. ILl.3/1.C IN PECTOR DATE w-CITY OF CARLSBAD ENGINEERING DEPARTMENT lss2sl IAIPf?O'yfJ/ENT PlAN FOR: LA COSTA TOWN SOI/AR£ COMMERCIAL AP~~N K. V~KI -«~ . ~m-1/L CITY ENGINEER PE 41204 EXPIRES 3/31 /13 DAT DWN BY: 61,J PROJECT NO. DRAWING NO. CHKD BY: C. T. 01-09 409-4 RVWD BY: Xrefs: 1090NGR0; 1090NUTL; 1090AN; 109QNMAP; 1090NSTR; 1017TP01; 1090FGR0; 1090NGRD-PH2; 1090FMAP; 1090FUTL; 1090FSTR; 10177STR; 1090KGRD; 1090KUll; 1090NGRD-0S; 1090NILY; 1090NI 0 N~ ol.,:. :,0 UI, ,_,. N- I I . .,:. I R/W 126' to' 53' I[ 53' 44' g' g' 44' ' ..... <1/ I '-..f!'__--1t-J "·,, 2% '1 I ,,..>--~--1"1 2%-0.4!% ....!!__ r 2% rt~/ Jt=============~~~~~~~=~=~=~=~~~~~~~~~~~~r / --~ ~ --:::i J=---~~:~~~~:----____ ---------------= R/W /0' 53' 44' PROPOSEO ENHANCEO PAVING ANO IANOSCAPE -c EXIST. AC PAVEMENT ov;;---- CRUSHEO AGGREGATE BASE PER owe. NO. 368-2 EXIST. 8" TIP[ '8-J' CURB EXISTING RANCHO SANTA FE ROAD NO SCA/.£ STA 169+45.61 TO STA 114+30 STA 118+81.31 TO STA 181+30 STA 186+56.58 TO STA 190+50 /36'-/37' fj.J' 9' I g' 44' R/W 50' Sfl84CK VARIES VARIES VARIES 5' 2% - PROPOSEO PCC SIOEWALK EXIST. 6' TIP[ \;' CURB & GUTTER PER OWC. NO. 368-2 R/W 50' SHBACK !0'-11' VARIES 5.5' VARIES 10' M4X ~ ~~ '· GR/NO & A. C. 1. 5' CURB & GUTTER -.,,..., 2% I ,:►=----n 2%-0,4/% ..E__ I 2% 01,f"RLAY (1-1/2" MIN) I \If!-✓/ I 't:-----------------fFCZZ:~~~;,.\ 2% J!._ , , ,, , "-='-----------------====~~=~=--------------{c I ~ ~~;;;;,Ji'i_.:__=------..... /;,',./ __ -:i -------------------------===----------IIZ PROPOSEO ENHANCEO PAVING ANO LANDSCAPE -------------·c --------------------- EXIST. AC PA t,f"MENT OVER CRUSHEO AGGREGATE BASE VARIES PER OWC. NO. 368-2 PROPOSED PCC SIDEWALK R/W JO' 4.5' 5.5' -~ 2¾ EXIST. 8" TIP[ '8-1' CURB EXISTING RANCHO SANTA FE ROAD 32' ~ NO SCA/.£ STA 161+60 TO STA 169+45.21 STA 114+30 TO STA 118+81.31 STA 181+30 TO STA 186+26.58 84' R/W 11. 32' 10' 5.5' 4.5' :r. --------------------2% ----< PROPOSED SIDEWAL ~~ EXIST. CURB &-GUTTER EXISTING LA COSTA A V£NU£ R/W (RANCHO SANTA F£ ROAD TO 100' £AST OF CALL£ TIMIT£0) NO SCA/.£ STA 169+45.61 TO STA 114+30 STA 118+81.31 TO STA 181+30 STA 186+26.58 TO STA 190+50 84' R/W 10' 32' q_ 32' 10' i--~--5-1'-5._.5 __ VA_R,_1/£._s_1_~VA~R,-1/£....,s_-,' 5.5' 4,5' 11-~·, 5' MIN. j --:;r j:._;...--,,, PROPOSED SIOEWAL PROPOSED CURB & GUTTER 2% , 2% E ,,, EXIST. A.C. PVMT. 4" A.C. PVMT. OVER 6" A.8 (MIN.} OR AS RECOMMENDED BY SOILS ENGINEER. (SEE STREET NOTE NO. I) EXISTING LA COSTA A VENU£ NOTE/I ELECTRONIC OAlil FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE VSEO FOR HORIZONTAL OR VERT/CAL SURVEY CONTROL LOOKING EAST (100' £AST OF CALL£ TIMIT£0 TO CAMINO 0£ LAS COCH£S) NO SCA/.£ STA 123+29 TO STA 130+80 PROPOSED 6" TYPE \;' CURB &-GUTTER 6' A.C. PVMT. OVER 14" A.8. (MIN.) OR AS RECOMMENDED BY SOILS ENGINEER. (SEE STREH NOT£ NO. I} Manhole ID Number UPS MH COOiCili,"8ies 1 ····----· ·------OWN UPS X y 08-15370 TO 08-15360 6261099.32 1975121.61 08-15360 TO 08-15350 6261109.27 1975033.92 08-15350 TO 08-15340 6261064.34 1974942.10 08-15340 TO 08-15330 261076. 70 1974833.23 08-15330 TO 08-15320 6260748. 79 1974795.81 08-15320 TO 08-15310 6260674.03 1974787.28 08-15310 TO 08-15300 6260426.90 1974696.84 08-15300 TO 08-15290 6260236.11 1974627.02 08-15290 TO 08-15280 6260045.32 1974557.19 08-15280 TO 08-15270 6259871.66 1974493. 84 08-15270 TO 08-15260 6259859.51 1974489. 19 08-15260 TO 08-13205 6259825. 71 1974428.35 08-15380 TO 08-15310 6260349.26 1974828.03 08-15390 TO 08-15330 6260724.18 1975014.25 I ' 08-15490 TO 08-15480 6260952.16 1975230.98 08-15480 TO 08-15470 6260952.16 1975230.98 08-15470 TO 08-15460 6260811.99 1975215.07 08-15460 TO 08-15450 6260581.62 1975103. 76 08-15450 TO 08-16440 6260077.40 1974956.11 08-15440 TO 08-15430 6259790.26 1974859.43 08-15430 TO 08-15420 6259718.19 1974774.64 08-15420 TO 08-15410 6259716.35 1974745.83 08-15410 TO 08-15400 6259909.43 1974589. 72 08-15400 TO 08-15280 6259930.35 1974532.53 ! l 08-15570 TO 08-15560 6261119.51 1974559.90 08-15560 TO 08-15550 6261081.11 1974555.49 08-15550 TO 08-15640 6260914.80 1974536.40 08-15540 TO 08-15530 6260825.92 1974539.73 08-15530 TO 08-15520 6260559.45 1974442. 73 08-15520 TO 08-15510 6260482.69 1974410.45 08-15510 TO 08-15500 6260183.80 1974312.42 08-15500 TO 08-15290 6260132.01 1974320.29 I I 08-15580 I TO I 08-13900 6261334.88 1974379.50 ...... I ' ! EXPANSION JOINT R/W R/W PLANTER AREA 136' I[ 5.J' SEE LANDSCAPE PLANS "' /0' 63' 8' 44' 'i---"--l---------'-'----------1 t'_J <:P MEDIAN CONCRETE ~ ' 41' <" 6" A.C. PVMT. OVER 14" A.8. 8' 4, -------------! ,d. SEE NOTES BELOW 'I-' '/ ~ (MIN.} OR AS RECOMMENOEO -, z-\JD', Pipe length (feet) 84.25 98.22 105.57 326.04 71.25 259.16 199.16 199.16 112.44 64.48 75.84 40.37 239.88 215.82 137.07 252.04 204.32 314.20 298.98 107.28 24.87 244.29 56.90 12.35 34.66 163.39 84.94 279.58 79.27 310.56 48.38 248.27 I "' CURB 15' 15' I I 60' SPACING ON-CENTER (TYP) ~ _ DETAIL -MEDIAN CONCRETE 4: PLANTER NO SCA/.£ l,IEOIAN CONCRETE NOTES /, THE MEO/AN LAYOUT SHALL BE IN CONFORMANCE WITH THE "AR!ER!AL MEO/AN LA YOUi (PER APPENDIX C.2 OF THE CARLSBAD LANOSCAPE MANUAL) UNLESS 0 TH ER WISE SHOHN ON THESE PLANS. 2 CONCRE!E COLOR AND PATTERN SHALL BE AS SPECIFIEO UNOER 'ARTERIAL smEET.SCAPE THEMES" {PER APPENOIX C.1 OF THE CARLSBAD LANDSCAPE MANUAL) AND AS APPROvED BY THE PARKS AND RECREATION DIRECTOR. J. PR/0/R TO INSTALLATION, A IO'X/0' SQUARE SAMPLE SHALL 8£ POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROvED BY THE CITY PRIOR TO INSTALLATION OF THE MEDIAN CONCRETE. 4. CONCRETE SHALL BE A MINIMUM OF 560-C-3250 WITH 6X6 -IOX/0 l'IELDED MR£ MESH. 24 6' 18' -6' CURB & GUTTER ,, "'✓-', 2w BY SOILS ENGINEER. (SEE I 2% ,,, ,,, ,. ' ~ STREH NOTE NO. I) n-· -------=--<. 0 \ ~ / / r ---fr-:.-:.-:.-~::.-:.-:.-:.-:.-::.-:.~-:.-:.-:.-:. ____________ ---------~~~~~~~~~~-,,:~"'-""-4' --=~~~~~~~~~~~~~~~:~~~~~~-------~~-----------=d '-'-~<~~ ;;·,,, 7 REMO/,f" --"----'-::....C\!_1NSTALL 8" MEDIAN CURB ' EXIST. AC PAVEMENT OVER EXIST. MEDIAN WITH ENHANCED PAV/NG I, GRIND & A. C. OVERLAY (1-1/2" MIN.} 1.5' EXISTING EOG£ OF PAVEMENT (SAWCUT LINE) ------LI REMOVE EXIST. CURB------ CRUSHED AGGREGATE BASE PER OWC. NO. 368-2 &-GUTTER ______ 1£. _ ----------.1::;;;;~~zzzz;J."::'..1' PCC (9" MIN.} OVER CLASS II BASE (12" MIN.) OR AS RECOMMENDED BY SOILS ENGINEER. (SEE sm££T NOTE No. I) TYPE 'G" CURB & GUTTER CONTINUOUS SIDEWALK PER owe. G-7 SECTION A-A SECTION •o-o· EXISTING RANCHO SANTA FE ROAO {SHEET 1) NOT TO SCALE DOWELED SUP JOINT\ NEW CONCRETE 6" I' SIDEWALK PER G-7 f-'---t-~--1 TO MATCH ADJACENT , 0.5' ~,,,_,_ , __ ;-:. ,· :,, : . ·.-. -~·-m NEW CONCRETE SLAB WITH{;:J BARS @ 18" 0. C. iJCH WAY, MIO-DEPTH 6" CLASS II OR CMB BASE NEW 6" THICK CONCRETE SLAB 01,f"R 6" CMB BASE (SE£ SECTION '8-8' ON THIS SHEET F<R Al){J(T/ONAJ. JOINTING /Nf"fYrl/A TION) SECTION 8-8 EXIST/N(} EXISTING SANTFE ROAD (SHEET -I) JaNTING 0£TAII. flK? SECTION ~-A' ABO~ NOT TO SCA/.£ ii,-~ I =::; 1,-, ~ EXISTING RANCHO SANTA FE ROAD {SHEET -I) NOT TO SCA/.£ ~ ADA BOARDING PAO AREA ~~ c:: ll / , /J LONG BROHN TOLAR NON-AOvERTISING SHEL!ER WITH MATCHING ANTI-VAGRANT BAR BENCH DETAIL A -TYPICAL SHELTER STOP {SHEET-I) NO SCA/.£ I~ BRO REC, WI>/ WABASH VALLEY mASH 'EPTACLE (MODEL /I.R300) WITH A 32 GALLON LINER (MOOEL /1.R. 'J/0, A BROHN DOMED LIO (MODEL /OTIOO) ANO A SURFACE MOUNT POST PACKAGE (MODEL /I.R/05) SEWER MANHOLE DATA TABLE _Pipe Pipe Slope Location of Manhole (Address) MHRlm El. MH Invert El. MH Depth (fl) .. -------................... T .................... dla. material Upstream Downstream (feet) (feet) I jiNf (%) Address Description Address Description UPS OWN UPS OWN UPS OWN 8 PVC 2.22% -street -street 343.33 341.56 334.30 332.50 9.03 9.06 8 PVC 1.02% -street -street 341.56 340.49 332.30 331.30 9.26 9.19 8 PVC 1.04% -street -street 340.49 339.65 331.10 330.00 9.39 9.65 8 PVC 1.47% -street -street 339.65 337.21 329.80 325.00 9.85 12.21 8 PVC 1.12% -street -street 337.21 335.32 324.80 324.00 12.41 11.32 8 PVC 2.00% -street -street 335.32 328.18 323.80 319.20 11.52 8.98 8 PVC 2.31% . street -street 328.18 323.43 319.00 314.40 9.18 9.03 8 PVC 9.09% . street -street 323.43 306.29 314.20 296.10 9.23 10.19 8 PVC 6.23% . street -street 306.29 297.92 295.90 288.90 10.39 9.02 8 PVC 10.34% -street -street 297.92 291.27 288. 70 282.03 9.22 9.24 8 PVC 2.61% -street -street 291.27 285.64 281.83 279.85 9.44 5.79 8 PVC 9.19% -street -street 285. 64 286.00 279.65 275.94 5.99 10.06 ' I 8 PVC 1.40% -street -slfeet 331.67 328.18 322.56 319.20 9.11 8.98 8 PVC 0.52% -street -slfeet 339.73 337.21 326.12 325.00 13.61 12.21 I I ! 8 PVC 3.24% -street -street 345.93 343.50 336.64 332.20 9.29 11.30 8 PVC 2.44% -street -street 343.50 338.61 332.00 325.85 11.50 12.76 8 PVC 0.81% -street -street 338.61 335.64 325.65 324.00 12.96 11.64 8 PVC 1.53% -street -street 335.64 328.03 325.80 319.00 9.84 9.03 8 PVC 1.94% -street . street 328.03 321.96 318.80 313.00 9.23 8.96 8 PVC 1.58% -street -street 321.96 320.10 312.80 311.10 9.16 9.00 8 PVC 1.21% -street -street 320.10 319. 75 310.90 310.60 9.20 9.15 8 PVC 0.86% -street . street 319.75 319.33 310.40 308.30 9.35 11.03 8 PVC 31.11% -street . street 319.33 298.47 308.10 290.40 11.23 8.07 8 PVC 2.43% -street -slteet 298.47 297.92 290.20 289.90 8.27 8.02 . I ! I I ' 8 PVC 1.01% -street . street 337.99 338.10 328.25 327.90 9.74 10.20 8 PVC 0.92% -street . street 338.10 338.56 327. 70 326.20 10.40 12.36 8 PVC 0.71% -street -street 338.56 338.23 326.00 325.40 12.56 12.83 8 PVC 1.39% -stree,t -street 338.23 330.34 325.20 321.30 13.03 9.04 8 PVC 3.53% -street -street 330.34 327.27 321.10 318.30 9.24 8.97 8 PVC 5.96% -street -straet 327.27 308.40 318.10 299.60 9.17 8.80 8 PVC 1.45% -street -street 308.40 307.50 299.40 298. 70 9.00 8.80 8 PVC 0.97% -street -street 307.50 306.29 298.50 296.10 9.00 10.19 i l ' I Manhole Typ~ ___ No. of Lines Comments (ANG,STD,DE,DRP,SMT) through MH -·"""··· ··----·--··-·-·--·-·--·••>-" UPS OWN UPS OWN STD STD 1 1 STD STD 1 1 STD STD 1 1 STD STD 1 1 STD STD 2 1 STD STD 1 1 STD STD 2 1 STD STD 1 1 STD STD 2 1 STD STD 2 1 STD STD 1 1 STD STD 1 1 I STD STD 1 1 STD STD 1 1 STD STD 1 1 STD STD 1 1 STD STD 1 1 STD STD 1 1 STD STD 1 1 STD STD 1 1 STD STD 1 1 STD STD 1 1 STD STD 1 ·t STD STD 1 1 STD STD 1 1 STD STD 1 1 STD STD 1 ·t STD STD 1 ·t STD STD 1 ·t STD STD 1 ·t STD STD 1 1 STD STD 1 1 ! LOCKING ACCESS HOLE COi/ER PER REC. STD. 01/t,. M -4 ACP PRECAST FLATTOP OF £OU/VALENT MTH 36' ACCESS HOLE ~ bi?~ 'S MODIFIED TYPE ,I ' CLEANOU PER REG. STD. owe. 0-9 TYPE '8' CLEANOUT PER REG. STD. our; 0-10. FOR DEPTH. TO 24' FEET SEE REC. STO. OWC. 0-11. DEPTHS IN EXCESS OF 24 FEET WILL REQUIRE SPECIAL DESIGN. ' '\ ' - ' ~ ~ ~ "' i!: ~ ~ ~ ' ~ ~ '§ '< ~ i!: ~ ~ ~ ' '< i!,[;l ~ l;li~ ~ c:;'§ ~ DETAIL -MODIFIED TYPE A CL£.,4NOUT DEPTH IN £XC£SS OF 15' NOT TO SCA/.£ '~ BUILT" -~CA i~ Tl~CARROL~, JR. ..0(5A)r'a--E-- RCE 55381 EXP. 12/31/14 I 52.32 8 PVC I 2.77% -street -I street 263.50 I 261.25 253.82 252.48 I 9.68 a.77 I STD STD 1 ·/ REVIEWED BY: .5:J.».r.m, l ........ INSfECTOR 1ml1.£ 2710 Loker AYenue Wcat Suite 100 Carlebad, California 92010 760-931-7700 Fax: 760-931-8680 0DayConsu!tants.com Civil Engineering Planning Processing Surveying DESIGNED BY: A.M. B.R. DATE: JANUARY 2012 DRAWN BY: J.S. G.M. SCALE: AS SHOWN PROJECT MGR.· T.C. JOB NO.: 101290-04 ENGINEER OF WORK: ~c~ DATE:il:@5'b2_ TIMOTHY 0. CARROLL, JR. RCE, 55381 DATE >------t---t-----------+---t---+----t---1 I SH3EET I CITY OF CARLSBAD ~2 ~:::::::=::...':::==E:=N:::G::IN:::E:::E:::R::::IN::::G:::::::DE:::P::::A::::R::::TM:::::EN::::T::::::=:::=..::L_Rj==~ 1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I: \001017\_Commerdal\lrnprovernent\1090NI03-DETAILS.dwg Oct 23, 2012 2: 37pm Xrefs: 1090AN: JOgQM: Sewerfab!aComm INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IAIPRO~ENT Pl.AN FOR: LA COSTA TOWN SOUARE COMMERCIAL --~~v~1 _1ilz1,/ll CITY ENGINEER PE,_4~12~04~-EX_P_IRE_S_3_3_1_1_3 ilATE DWN BY: CHKD BY: c;;ZJ RVWD BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4 IZ/8/Z . . .... ::::::. :······ ······ .... ... ...... .. . .. ········· ··-·--· ........ ·······•f···· . :·:.:.:. : .. :· .. ·-.... : ... . ...... 1 ....... ' . .......... . ... , .. , .. , .. .. , ... ,. ·--.......... , ...... , .. :·· +-·--· .,., .. , ....... .... . .... ...... ...... . ........ .. ' . .. :::::.:: :::··:··.· ·.:·.--:::.:: ... -, ... , ... ···----· ·_·_:· . ------····· ....... , ...... ··-·· ----· .. . . '" ....... ........ .. . .. . ...... . 1 ....... . ...... ······ ....... . .·.::.··. ·.-.· . 1.··_-· ... . ... : .. ::.:: .. : ···1·· .. ··· . . .. . r·· ...... . .... ............. .......... . ...... . ...... ..... .. :--··· . ...... ······Ii • •• ····>·· · /·"·. ..... '., .. ·.·· ·:·:_· ___ . . .. i--·--·- ···-··-· ... ... ........ .. ,.,. • ..... !""""' ...... ... . ........ . .... . ........ ...... ··.·.:· .. ··::·· ...... . .... ••• : .• : •• •···• 1 •....• . ....... . ····.:· ...... : .. ::.1.: .... ::.: .... . ..................... . ...... . ...... , ... , .............. , .......... , .. ,.,. ........ ...... ......... ..... . . ....... . ······ ..... . :·· .. -·· I··;_-···~_-. .·:-·:. . ...... . .. . ... :·.:·:··· ..... .. ..... .... , .. ···1···· --··;·· ·. <·:·.: ...... . . . ...... . . ...... I··· ........... . . ......... ,,. ...... . ·····-· ...... . . .. . · .. : .. :. :· ........ ....... . ·:·:.::··-:: .. : .. ::: ... : .... ·:·· .. .-. :::.:: ·. ·.·::··.: .......... , .. _.._. ... . . ............ . ················· ........ . . ..... .. . ·.:·.:.: ::.:·:· .. :·: ........ . ....... ......... , ....................... . .. ...... ..f ..................... . ......... ......... ....... . . ....... · .. :::·::· ............ . :::.::r·:.-.-.. ·· .................. . . ..... ............ ... .. : .............. . . .... . .. ..... ....... . ,., .. ,, ...... . .•.. , ..... , , .. , ...... . . ·f·---. ·······r·· -1 .. :·.:·· ··--··· . ..... ; ......... . ,., ..... ----· ..... . . ................ :··:· .. :. . ... . .... , .............. . ... . ........ ..... . . . ...... , .. . ········· ........ . .... . .... ,. - ······· .. ·---- ···· ................ , .. ...... ........ ....... ...... . ............. , ..... , ..... ······.::.·:.::~--- . ,.,, .. ,, .. . ....... .... .. ..... I···· ·-··· . .... . ... _. .... _..Y·:·:·:·::-:..::. ·.--·:·:::: .. ··:··.:. ....... ·:·:::·· .... :. ; ..... ······: .. :·.:·.:· ·:·.:·::· .. ··--··· · .. :· .. ·. ··-··· . 1.-.. :.:: ... , .................. . •••.... • , .... -1··;_--•• ....... ....... I ·······t:·_-... ·· • • •• I .... ....... . . .. ··t· .. ··· .. ·.: _. .. _. ... _.. 1 ................ • . .................. 1 ........ • ••••• f .. :··:·· , ...... . .............. . . : .. ::··.:··.:· ...... . . ...... ·.·.--. .-· .. ::·· .. ...... .... . .... ........ ·· .. ·.·. ··i·:.··:·· .. · ........ . ... . ... . ........ ··:.: .. :·L ...... . .. ...... . ....... . . ... ···: .. :·:: ... · ········· ........... . I······._-: ... ~ ....... _. .... _-.............. I····· .. ·• ..... . :·::· .... :··::·. t ..... . . .. . . t... . ...... . .... .-···.: :·:::·.:.: .. ··· .. : .... --··::·:: .. :,.-..... : ..... . ........ . ····· ...... .. ·-··· ·__t··· . .... r;:·.:.: :. .. .... ·.· .. :·.:··· .::::·.:· .--.:·~ ..... I·:·.:·.·_-.:::.::··_-· __ •;:·::. · .. ·: ~····· · .. I .... I·····._"_-•.... .. :··:· ::::·:· ........ . ·.:··: ·.:•······ .. ·· ..... . . ...... . · ..... 1 ..... • •• f .... · ·::·.· ........ ·: .. . I . ..... . c· .. ·.:·.· · ·: ........... _. ... ; .......... ~ ... . .. · · 1 .. · ...• • •• ·.:· •••• : •• • •• ·.: ~·::.:·: _-1::.: ... . .................... . ........ ........ ......... . ...... ······ ..... --· .. · .... :·::·:::. ·.::·:.:·. :· ·:· .. : 1·:.: .. [··:·:·::.-.. . .... . ...... . ........ . '.".:: .. · . ....... .... . . r .. ............. ••····· . i.: .. :: ...... : ............... 1._. .. _._. ·~ :·:·:··· .... ....... ·······r::~ ..... _. ·.:· .. · .. . · .. ·· .. ·:·:.· ....... ::··.:·.:· .. ::.: .. :.· :: .. : ... 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I. . .. . .... . ..... ··•· .. ·.·· ........ . . ................ _. ... _.._._. ... · .. · ··/·:: ....... f·.:: ..... ·.·· ... ::.·· ·I···· I.;···· ....... · ····· I .... . 168 . ...... ···r:·:·.:·· ....... . ...... . 169 :'c: . ...... . ............... .. ···1.:·:.·.: ··.:·::.· . ···••I• .. •·•• • ...... 1 •..•• ....... ....... ..... . ······· . ...... ::.· .. : .. : .. . ········ .................... ..:: .. ·: I••·····+··· . ....... ........ ···-·· 170 PLAN -RANCHO SANTA FE ROAD CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UT/UT/ES IN THE RELO PRIOR TO CONSTRUCllON! NOT£!! £l£CTRONIC OATA Rl£S ARE FOR REFERENCE ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERllCAL SURVEY CONTROL SCALE.· f » = 40' . .. --·· . ........ . ..... ............ ....... ...... ........... 171 ........ • .... •··j•·· . .... . ....... · ......... . .... ........ . ........ ..... • ····::: ..... :·.:· •••••• : •• j-••• :·.:· ....... ...... .. . ........ ··-·-··· .·:·:·.·:·. • • • 1 ... .. .. .. ........ . . ... _. ... -.. I··· . ....... ······· . ...... , ..... 172 .... ....... ...... . .. ... ... . .. ........ . ....... ...... . .. .... . > I ....... ...... ... ·.:·.:·· .. :::· ... · ..... ··.::.::: ....................... . ······· .. ..... ....... .. .. ...... . ....... . .......... ..•.. ······. 1··:.-· .. :· .... . ..... . ······ ...... .. ······· ............ . .... ······-I·· . .... . ........... . .. ................ . . .... ·t· ... ......... . ..... ..... . ..... ·I·· . ··.:·.:· ...... · ···:::·.:1····· ·-·· .......• ·•···· f ..•.• ... ···I;_-_-:.: ........... . . ...... . ............ . .. ..... . . ..... . ·•···· -···· ' I 46 47 DETAIL WATER & FIRE RANCHO SANTA FE ROAD SCALE: I,, = 10' EX/SllNG RANCHO SANTA FE ROAD IMPROVEMENTS PER OWC. No. 368-2 ·.::: . ............... . .. 1······ .:.::. ······ ):.:·:.:·: ... ······· ..................... .. .......... :.--:.:·.· ··.·:.: ........ :::.:·.:·. , ..... r········· '· . .-·.:.-_ ·.:·.:· .. . ......................... ··.···.:: ...... . ....... l··. ·;; ·t··. ··; · · ...... ········· . ..... -······· .....• · ................. .f. .... . ····:(::·:·· .. . ........... . . .... 48 o· 5' SCALE: 1" ; 1 ...... 10' 10' 1 ................ . ..... ffi ACP NOTE ........ ........... ... :·:.:· ·:.:·: .:: ··::.: .. ..... . ......... .. . .......... .. ..( ...•.. 1 •....... . ...... . ................... j-• ......... :. •• •. ····•• ...... f .. I . ...... :· ... · .. · .. ·:::: ... · ....... .. ......... . 49 CENTERLINE DATA 'NO ' I 2 'NO' ~ ,, DELTA/BEARING N J8'4152-E t::.= 1J'l2'22" DELTA/BEARING RADIUS LENGTH 145.86' 1800.00' 414.88' CURB DATA RADIUS LENGTH .. ......... . ............... ~· . ········~ 50 REMARKS I 2 t::.= 11'29'49" N 50'/74r E: t::.= 10·20·47• 50.00' 10.0J' 41.91' 9.0J' 6" TYPE 'C' CVRB ,t CVTTER J 4 5 6 7 t::.= 01'58'45" t::.= 10'21'51" N Jf'JJ'48" E: 1NOI DELTA/BEARING I N J9'J0'4 f" W 2 N J9'J0'4r W 50.00' llJl.00' 50.00' 50.00' 60,00' 9.04' 40.95' 10.16' ,, ,, ,, ,, ,, WATER DATA RADIUS LENGTH 10.16' 10.18' REMARKS 10" PVC Cl 150 6" PVC Cl-150 "AS BUILT" . ................ ····: . ....... . j •• ::.··· _. ... _. ...... . . ··:·:·:·_-_-,-r:·.:•::: ........ . . .................. . NO cumNG OF ACP SHALL OCCUR. TH£ CONTRACTOR SHALL REMOvE ACP TO TH£ NEAREST JOINT ANO INSTALL ACPxPVC ADAPTORS ANO 18" PVC AS REQUIRED TO INSTALL TE£ A T TH£ REQUIRED STAT/ON. -~W1 ~)s:= I OATE TIMOTHY 0. RCE 55381 CARROLL, JR. EXP. 12/31/14 REVIEWED BY: <t_,..., IM' le-o IN~ECTOR 1r /2.:1/ t.C DATE SEE OWC. No. 40!1-4C FOR GRADING PLANS L__--t---+------------t----t---t--t-----t I SH4EET I CITY OF CARLSBAD ~2 ' ENGINEERING DEPARTMENT ~ 0 ~~ DESIGNED BY: ~A~.M~. ~B~.R~·-DATE: JANUARY 2012 / JS " SCALE·. 1" = 40' DRAWN BY: . . G.m. ~=---PROJECT MGR._· ~T=.C~. _ JOB NO.: 101290-04 l---+---t-------------------+---t---+---t----1 CONSULTANTS ~------------~ 2710 Loker Avenue West Suite 100 Corlsbod, Colifornio 92010 760-931-7700 Fox: 760-931-8680 ODoyConsultonts.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: ~ ~~ TIMOTHY 0. CARROLL,JR. ':)j/lS-'IC.-5\ A,·BU!L.1 1-~=-+-=c:c-cc-+'-'11\..._ ____________ -1µ,,.·14~1d'!t2J.<.__f---+-,-,----1 DATE: /O I._.,, !, <. DATE INITIAL ,_6:._A_TE __ I_N_ITI_A_L_,__D_A_TE __ IN_I_TI_A_L _, 1--T(I REVISION DESCRIPTION RCE: 553Bl ENGINEER OF WORK OTHER APPROVAL CITY APPROVAL I: \00!017\_Commercial\lmprovement\1090Nl04-RSF-W1RdNg Oct 16, 2012 3:02pm Xrefs: 1090NI, 1090NMAP; 1090NSfR; 1090NUTL; 10177UTL; 1090NPflO; 101/fPOl; 1090NPRO-WTR :=='..::::=========::::'...'.::===; IMPROVEMENT PLAN FOR: LA COSTA TOWN SOUARE COMMERCIAL RANCHO SANTA FE ROAO A~D:t:ELJ, Y.· V~b PE' Kl , / 1 / . //,£,, , --~~ __ J.J;-f'l/_J_Z_ CITY ENGINEER P 41204 EXPIRES 3/31/13 DATE DWN BY: CHKD BY: C::/A) RVWD BY: PROJECT NO. 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I··._-···.· .......... 1 ... :·:··.:t:::·.: ... · ...... . .... . ...... .-.. .-: : ...... .-... :· ................ :·.: :: ... :.: ..... : .. : .. · .. .-..... . . ...... . ......... . . ....... .-. :.-.. ·:.:·· .... ······ . ........... . .. ........... ..... ...... . ··.:· •·····..• . ........... .-... . .... .-. .-.... _.... :.-·:.· .. · .. :·.··· .. · ....... : ........ ······ . ................... ··••I••· .........•..... . ... :·.: ... :·. _. ... :··: .. ::.:····:· _. .... : ... :·. ..... . .......... . . ............... . ............ :· ••• 1· • .-..... _.:.:· •• .-.: •• :.:· ....... . . ..... -· ........................... ... ............ . . ............ . . .................... ······· ..... . ....... ·:· ... .. ... • • •• 1 ... ........................... ······ ............... . ····· ........ . ··.-•• 1 .... ····,·· .. • • . .-... ·:· :·; .. ::·· •• • •• 1 ............ ·.:· ....... : ........ . CAUTION!! CONTRACTOR TO vERIFY THE EXACT LOCA TlON OF EXISTlNG UllUTlES IN THE RELO PRIOR TO CONSTRUCTlON! ... :_ ··::· .. ·-........ . .. ·: . .-.-....... ······ :····.:·.: ...... . · ·· · I·· · ·· ..... · . :· .. · ·· · .. f.' ·; .. ··;_-· . ... .. . ...... . . ...... . ..... ······f······· . ... ... . ·.-.. :. . . _._.. . .............. . ....... . . · ...... . ........ 172 ...... ........ . ..... ········· ..... . .... ····I .. · .. ....... . ...... . ........ ... .... ....... ...... . . ........ ·:· ............. .-.:· . . . .. ............... ·····••I• ............... . ,. 17.J . • • • 1 ...................... . . .............. .-· .. .-:.: .......... . ........ ._. ... _._. ....... . . ....... ······· ........... . ....... . 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I·····"·:.· ..... . ..... . .... • ...... 1 ....•..• • ... f ..... . ..... . 176 177 ..... ····· •··· . ·•····· ·.-. .-.-.--.-...... ······ .. .. .... . ............. ······· :· .. :.: .... : ...... · .. · .. : .... :.: :·.: ...... ,..... .. .. . ·.·.·· ... ···.· ....... :.···.· .. . ······ ·······. ·········. ...... . ...... .. ......... :··:·.-.. .-· .. :.:··_-· ... ··· ........ · . ; . ....................... . 1 ....... . . .. ::.:·.:.·::· I···· ...... . ······· 178 ................ ......... . ....... . . ······ ······ ·•···• 1····· • +--+-.. ··•·· .1.: .......... ·.:·.: .. ·: ...... :.:.:· ···.:: ........ ··, ..... . o· 10· 40' 5 20· SCALE: 1" = 40' I······· . ..... ············ ................. . ...... .... ...• ......... . 1 •...•..••••• •····• 80' E)(!SllNG RHa SANTA FE RO. /l,IPRO~ENTS PER OWC. No. 368-2 SEE OWC. No. 409-,fC FOR rlRAOING PLANS . ................... . ······· ....... . ............ . . ............. . . ..... ······· . ... ······· ······ . ...... ........ ········ 120' . .............. . . ..... . ········ ........... . . ..... . ................ . ........ . ....... . .. ········· ········· .... . . .. ·••I•···--· ........ :.::::::: . ..... 1:: ... :·:·.:· .. · .. ·· ........ . . ..... . . ....... . ........ : .. '..:.·· . ....... . . ........ . .......... . .. ······· ............. CENTERLINE OATA (NO DELTA/BEARING RADIUS LENGTH 1 Le.= 19'05'55" 1800.00 600.00' CURB DATA DELTA/BEARING RADIUS I LENGTH REMARKS 1 I 20' TAPER PER OETAIL BELOW TYPE 'o' CIJRB tc GIJTTER 2 Le.= 07'54'40" 1737.00' I 239.84' • • TRANSITION-10' WIDE NO SCALE "AS BUILT" -~~ TIMOTHY 0. RCE 55381 CARROLL, JR. EXP. 12/31/14 PLAN RANCHO SANTA FE ROAD REVIEWED BY: SCAU.· 0 /<,...~ DESIGNED BY: A.M., B.R. DATE: JANUARY 2012 (;,Ii DRAWN BY: J.S. G.M. SCALE: 1" = 40' ~~--PROJECT MGR~· ~T~.C~·--JOB NO.: 101290-04 ,----i----i--------------------t---+---+------l----1 CONSULTANTS ~---------------t 2710 Loker Avenue West Suite 100 Corlsbod, Colifornio 92010 760-931-7700 Fox: 760-931-8680 00o:,Consultants.com Ctvil Engineering Planning Processing Surveying ENGINEER OF WORK: TIMOTHY 0. CARROLL, JR. RCE: 55381 ThL! 11'1.v."'+-''~C'..--==---+Ml A 5, 13 IJ/L:( t--;;cc=--t-::-=cc-t-""&~------------1'1,/J !IC .A LI> DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL I: \001011\_Cornrnerdal\lrnpro'lernent\1090N105-r1SF.dwg Oct 1"!, 2012 8:4'/om Xrefs: 1U9GNI: 1090NMAP: 1 09/JNSTR, 1090NGRD; 1090NUTL: 10177U fl; I090NPfiO: 1017 !POl DATE INITIAL CITY APPROVAL <} ••• ~-. J INZPECTOR , I SsET I CITY OF CARLSBAD ENGINEERING DEPARlMENT IMPRO'.fllENT PLAN FOR: LA COSTA TOWN SOUARE COAIMERCIAL RANCHO SANTA FE ROAO ~ LlLJ AP~: KZ/41VAN-ffS~ ,/-, ,/ -. ~ 12-{1£_~----_11µ_9.f_R_ CITY ENGINEER PE 41204 EXPIRES 3/31/13 DATE OWN BY: --~ PROJECT NO. DRAWING NO. ~~~g ~~: ,;;u J C. T. 0 f-09 409-4 121812 C u,~ 0.,1::1, """0 u, \0 N1 .,1::1, REQUIRED TREATMENT CONTROL BMP TABLE DESCRIPTION ORAIN INSERTS CAUTION!! CONTRACTOR TO vcRIFY THE EXACT LOCATION OF EXISTING IJTIUTIES IN THE REW PRIOR TO CONSTRUCTION! QUANTITY 2 EA 178 20' 20' 10' 10' 10' 10' ~ ~ -ti "' "' 'I-....; "' FACE OF CIJR8 120' TRANSITION-10' WIDE NO SCALE ~ 95 BASELINE "' N82'J5'J8"E ~ ~ 179 180 181 182 183 o· 10· 4o' -----5 20 SCALE: 1" = 40' EXISTING RHa SANTA FE RO. IMPROvcMENTS PER OHG No. 368-2 SEE OHG No. 409-4A FOR GRAOINC PLANS 80' 1 2 3 4 CURB DATA DELTA BEARING RADIUS LENGTH REMARKS 6= 90'19'39" 35.00' 55.18' TYPE G CIJR8 &: GIJTTER 6= 92'38'19" 20.00' 32.34' n 120' TAPER PER DETAIL BELOW n N 82'3538 E 50,00' n n STORM DRAIN DATA DELTA BEARING RADIUS LENGTH REMARKS I N 06'58'21" W 9.79' 18" RCP N 1350-0 CENTERLINE DA TA DELTA BEARING RADIUS LENGTH I 6= 11'29'29 1800.00 361.01 2 N 82"35 38 E 238.99' "AS BUILT" -:;::& B/2/s- TIMOTHY 0. CARROLL, JR. DATE RCE 55381 EXP. 12/31/14 PLAN -RANCHO SANTA FE ROAD AJ.II() 407 -</-c, 11 , ,, l I REVIEWED BY: <J~_ ... ,.,l..,, ...... '.'1__,__ __ _ .Xh/1.C ofESS/ '-' t, !::! ~ z "' ,,, \ NO. 55381 ; v'q/; C/Vl\. fl-*":-< Qr CALl~o SCALE: I• = ,IO' IW ECTOR J SH6EET J CITY OF CARLSBAD 1-----1--+-----------------l---+---l-----+-----I ENGINEERING DEPARTMENT t------t--+------------------l---+--t----+----l IMPRO1£1,1£NT PLAN FOR: LA COSTA TOWN SQUARE DATE ~ L_gJ 0 /~~ DESIGNED BY: A.M., B.R. DATE: JANUARY 2012 COMMERCIAL rJi DRAWN BY: J.S., G.M. SCALE: 1" = 40' RANCHO SANTA FE ROAD C.l 01-09 CONSULTAN~T~s--,-PR_o_JE_c_T_M_G_R_.·_T_.c_. __ J_o_s_N_o_.,_1_01_2_so_-_0_4~~~+~-~~~~-~----------+--~-~--➔-----l~~=P=P=R== ... =D,=g=~~E=~=,~k=z=A&~~~;~P=E:·_.=K:l:::::::~==,1=1µ.=~=)=2~ 2710 Lok"r Av";~fe ~e;ci ~:~~n~~tneering ENGINEER OF WORK: t-""-f-;;.:,=c-t-::';c=;:--11-""'l~---------------+"f.~/-)--.1-,F.. CITY ENGINEER PE 41204 EXPIRES 3 31 13 DATE 760-931-7700 s · ) ;/ L I DATE INITIAL : --~ PROJECT NO. DRA 0. Carlsbad, California 92010 Processing ~c ,&/,Y DWN BY WING N ""'""' , /'.': • ~~ DATE: I0(??//2. f--A_TE_,_IN_ITI_A_L+-_DA_TE _ __,_IN_ITI_A_L--l CHKD BY: 6W 6~:,[:~.~~~~~~::~ TIMOTHY 0. CARROLL, JR. RCE: 55381 ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C, T, 0 f-09 409-4 I: \001017\_Comrnercial\lmpro,ement\1090Nl06-RSF.dwg Oct 01, 2012 1: 41pm Xrefo: 1090NI; 1090NMAP; 1090NSfR: 1090NGRO; 1090NUTl; 1Q177UTL; 1090NPRO: \017fP01; 1090NPRO-SOR ...... ... :.-...... ...... :: .. :.:: ......... . .. . . ..... .. ······· ····.·:·· ....... ........ . 1:· ...... · .. ·::· .. .-......... ....... ........ ······· ................ . ..... .... .......... .... .·:.:·· :··.::.:·. ·:· .... ::·. ·:·::·· .. ·:·:... . ..................... :·.:: .. ·. •I•·········· ............. ·············~"·· ····::·: .......... t·.:· ....... ·.:·::··:::: .... • ..... . .. .. ..... . ......... . ··.:·:.:·: ... :· ... ::.::.1·.:·:·"'•:·:·:·:·.:·•·.: ... Fl:.·· ~:·:: .................... :.:··:·.·::·.:· .. L: .... ··:· ............. ·.:: .. 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I····· •• . ..... ....... ......... . . :··::·<·· .:· .. : ··. · . · .::.·· .. _-· · · · I .... ·· I::: .. :.. .··.·· .. ··· f.:·;·· .. · . .. .. . . ... . .. . . . .... 1 ........... , ............ . , ...... ·.: ...... ·:·:: :·.:. .......... • ........................... 1 ...... :·:· .... ;:·:·.:·1 ....... :·:·: .. :·· CENTERLINE DA TA NO) DELTA/BEARING RADIUS LENGTH f 2 J N 82'J5'J8" E 45.94' 6= 02'47'36" 2400.00' ff1.0f' /';= 05'J9'JJ" 2400.00' 2J7.05' o' 10· 40' 5 20 SCALE: 1" = 40' es 0:: ~ FACE OF CURB-----._ j j j ! 20' 80' to' 10' 120' MEDIAN TAPER-17' WIDE NO SCALE § FACE OF CURB\ ~j 180' MEDIAN TRANSITION NO SCALE . · ............ . . · ... ·. ·:·. . . .. . .. . .......... .... . 183 2408' RADIUS CURVE 10' BASELINE 2412' RAO/US CURVE ... .. . ... .. ·.:··:·: ................ ·:··:···:. ·····I·· ....... ····· ...... ·I··· 184 \ CAUTION II CONTRACTOR TO 1£1?/FY THE EXACT LOCATION OF EXISTING UTIUTIES IN THE FIELD PRIOR TO CONSTRUCTION/ . ..... . . ............. ::·:::·: ................ . ......... . .. ..... . ....... . . ........ . . ........ . .... ...... . .............. . .. ........ . 1 ...... ·•······ • . ....... .. 185 PLAN SCALE: · .... : i.::·::··· . 'ii :·::;,. f~::i ;.:~: •:·:. . • ..... . .......... ." · ··· .... :.: .. · .. · ·.:: .. ·. :·:.-.: +· .. :·::. :·_-... ·. 1:.-::::_-·:. : .. ::· •.: · ·."·:•:· ... : I.:::···. . . .... . .. I .......... . . .... .... , ... ·······"' ...... · ....... ,. = 40' . ............... . . ...... . ...... . . ................. . . ...... . . ...................... . ·I· .. _. ........ .. . ..... . ......... . . ....... . .. ........ , ....... . ........ :· :· EXISTING RHO. SANTA FE RD. IMPROl£MENTS PER DHG. No. 368-2 SEE DHG. No. 4O9-4C FOR GRAD/NC PLANS . ..... . • .. , ...... 1 ....... . .. ......... . . .... , ....... . • ........................... • ..... ···.: ... ::.: ....... ·.:· .. 1 ..... :·. · ... · ... . . ...... . [ ........... . . .. . ..... . ..... . _. .......... · ............. ·.:·:· .·· ............. .. .... . ................ . ............ .. 191 (NO) f 2 J 4 5 6 7 8 g 10 If 12 13 14 0 ,/<,..._~ DESIGNED BY: A.M., B.R. DATE: JANUARY 2012 ~ DRAWN BY: -~J.~S~, ..eG"".M,,,._ SCALE: 1" = 40' PROJECT MGR: T.C. JOB NO.: 101290-04 t----+---+-------------------1-----+---+----+---l CONSULTANT_S __ r--------------L 2710 Loker Avenue West Suite 100 Carl8bad, California 92010 760-931-7700 Fax: 760-931-8680 ODayConsultants.com Civil Engineering Pfannlng Processlng Surveying ENGINEER OF WORK: TIMOTHY 0. CARROLL, JR, DATE:tc#9)e. RCE: 55381 w.,-'7(_ DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION I: \00101/\_Carnmerciol\lmpro·1ernen1\1090N107-RSF.dwg Oct 01, 2012 1: 44pm Xrefs• 1090NI; 1090nMAP; 1090NSTR; 1090nGRD; 1090nUTL; 10177UTL; 1090nPR0; 1090FSTR; I017TP01 DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL .. ... . . ................. · ·.· .......... : ...... · ...... :.:·· ····.:.:.1 ... ·. ·. . ...... ......... : .. ::·: .. . ..... . . ...... ········1·::·:·:· ·::·::· .. · . ..... ............. .. .............. 1-............. . CURB DATA DELTA/BEARING RADIUS LENGTH 145.94' 54.95' REMARKS N 82'J5 'J8" E 6= 01'16'42" TYPE 't;' CURB ,t GUTTER 6= 88'18 18" 6= 88'27'15" 6= 25'58'51" N 56'J6'48" E 6= 25'5851" N 82'J5'J8" E 6= 10'50'41" N 86'JJ'40" W 2463.00' J5.00' J5.00' J5.00' J5.00' 50.00' JS.00' 53.94' 54.0J' 15.87' 6.68' 15.87' 60,00' 9.46' 42. 12' • " • • • • " • • ,, • • ,, • ,, 6= 05'56'57" 6=t8o'oo'oo· 2408.00' 1.J9' 250.0J' 6.28' 8" TYPE '8-1' !.IEOIAN CURB 2.00' • ,, 2412.00' 250.45' • "AS BUILT" ~ C--tl -,,,/✓<:;- TIMOTHY 0. CARROLL, JR. -7i'ttr- RCE 55381 EXP. 12/31/14 REVIEWED BY: <I MC IMcl..Q IN,6PECTOR Xm/1,e DATE I S7ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT llrlPRO'tfJ,/ENT PLAN FOR: LA COSTA TOWN SQUARE COMMERCIAL RANCHO SANTA FE ROAO C. T. 0 f--(]!} APPJ?7j,cD: ,E~@ VA~<I ;'.(~ . 7{:I,__ · 11 z~ a___ CIT\ ENGINEER PE 41204 EXPIRES 3/31/13 -~Aff DWN BY: CHKD BY: RVWD BY: " PROJECT NO. C.T. 01-09 DRAWING NO. 409-4 121812 ~ I i I I j ! 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DATE RCE 55381 EXP. 12/31/14 REVIEWED BY: S/_.&\(.,Ms.,J,,,,!,..Q,.,,,,,. ___ _ lfffiPECTOR xl~}.Lr DATE 1 SHALL REMOJ,f,' ACP TO NEAREST COUPLING ANO INSTALL PVC AS REQUIRED TO INSTALL 12" TEE AT STA TEO LOCATlON. 1---t---t---------------t~--t---i----r---.. I sHBEET I CITY OF CARLSBAD I SH~~s I ENGINEERING DEPARTMENT ,.1,c, ~,M=>"l='Ro=~=c'='EN==T=PLA:::::=N::::Fi::::«:w.= .. =========::::'...'.::====; LA COSTA TOWN SQVAH£ 0 /<,...~ DESIGNED BY: AM .• B.R. DATE: JANUARY 2012 CO1,11,1£HCIAL Qi DRAWN BY: J.S., G.M. SCALE: 1· = 40' [A COSTA AV£N(J£ CONSULTAN=T-S~_rPR_o_J_Ec_T_MG_R_.~·~~-T=·_c~.~~-J-o_s_N_o_.:_1_0_12_9_0-_0_4~~~-,-~-~-----------------~--~-~~-~--7 ~A=P=~=R=n~·~-=D=L=~~L=~=~=.~.==~!tl::P.::~8~::s:K:l:::::::::=J=½=~=~=1L=7 c.r. 01-09 2710 Loker Avenue West Suite 100 Corlsbod, California 92010 760-931-7700 Fox: 760-931-8680 ODayConsultonts.com Civil Engineering PlonnJng Processing Surveying ENGINEER OF WORK: ~ TIMOTHY 0. CARROLL, JR. DATE: IO@?/tz RCE: 55381 ~YIS-'IC-M A5/i3U/L1 CITY ENGINEER PE 41204 EXPIRES 3/31/13 DATE 3/1 /13 TC & R£VIS£ STDR.M DRAIN ,j,§J/l'.J G,VP OWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL DATE INITIAL CHKD BY: C,t<J ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 01-09 409-4 I: \001017\_Comrnerdol\lrnprovernent\1090NI08-LC.<Jw9 Oct 02, 2012 11: J4om Xrefs: 1090NI, 109CNSTR, 1090NU [L; 10177U fl; 1090NPRO; 1090NGRO; 1090NMAP; 1017TP01 121812 C 00 :e C) 0 .,:ii. ""'o u, IO N1 .,:ii. NOTE/I ELECTRONIC OAlil RlES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE I/SEO FOR HORIZONTAL OR VERllCAL SIJRVEY CONTROL . . . · ijii .. · .. ,,. · "z···· ··· ..... "'!:..l'f: .. :· Ll, .t:l . . ... . ,, •= ···· ····· -VJ M····J ....................... 134 \ o' 10' 40' ----5 20 80' SCALE: 1" ; 40' EX/SllNG LA COSTA A 1-£ IAIPRO~AIENTS PER 0/fc. No. 205-20 !t J9J-J SEE 0/fc. 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RELOCATE BEHINO SIOEWALK ANO AOJUST TO CRAP£ "AS BUILT" ~& TIMOTHY 0, CARROLL, JR. -16 4<:c: DATE PLAN -LA COSTA AVENUE CONTRACTOR TO vERIFY THE EXACT lOCA llON OF EX/SllNG 1/llUllES IN THE RELO PRIOR TO CONSTRI/CllONI RCE 55381 EXP. 12/31/14 SCALE: !" = ,10' REVIEWED BY: -~C.IMolMJ lt~CTOR t----t---+-------------+---+----+--+------1 I sHgEET I CITY OF CARLSBAD I SH~~s 1 ~=::::'..::==E::::N::::G::::IN:::E:::ER::::IN::::G:::::::D:::EP::::A::::R::::TM::::E:::N::::T==::..::=,J:::,,&;~ INPROm.lENT PLAN FOR: u~~~ 0 ,/ ~ DESIGNED BY: A.M., B,R. DATE: JANUARY 2012 COMMERCIAL DRAWN BY: J,S, G.M. SCALE: 1" = 40' t-----t----t---------------j,--+---+---+---1 U COSTA AVENUE c.r. 01-09 ----PROJECT MGR.· T.C. JOB NO.: 101290-04 :=A_=~_=P==,.=;=E=D=;1:=r._=ui;=.N=K=.=.= ~vt==.~R=_.=s=K=1========, ==~ C O N s u L T A N T s r--------------1_~--~---~~ _Jjl~9/22._ 2710 Loker Avenue Wesl CM Eng!neerlng ENGINEER OF WORK: ,-I ,,. 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JOB NO.: 101290-04 l----+---+-------------------+---t---+-----t----1 CONSULTANTS ~-------------~ LA COSTA AVENUE C. T. 01--Q!J ~~'g-~ v~_sK_i __ ~~ .JJ/49/12 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-9J1-7700 fox: 760-931-8680 ODayConsultants.com CM Engineering Planning Processing Surveying ENGINEER OF WORK: C-4 TIMOTHY 0. CARROLL, JR. r5_b;s-7L DATE:lo/zs.k, 1---D_A_TE_~1N_1r,..1A_L7 RCE: 55381 ENGINEER OF WORK /5\ ,Af~/J111Cr /1\ REVISION DESCRIPTION I: \001017\_Comrnercial\lmpro~emenl\1090Nl10-LC.dwy Oct 01, 2012 2: O'lpm DA TE INITIAL OTHER APPROVAL Xrefs: 1090NI: 1090NIJTL; 10177UTL; 1090NPRO; IU!JUNGi1LI; 1U!JUNMAf'; lU~ONSIH; 1090NILY; 1090KGRD; 101lfP01: 1017GMAP; 1090KUTL DA TE INITIAL CITY APPROVAL CITY ENGINEER PE 41204 EXPIRES 3/31 /13 DWN BY: CHKD BY: utAJ RVWD BY: PROJECT NO. C.T. 01-09 DATE DRAWING NO. 409-4 . .. , ...... , : ... ....... .... . ..... ....... · .. . .. . ..... . ... .. .... .. . . . . ......... _.. . .. rl... 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I o· 10· 40' 5 20· 80' SCALE: 1" = 40' Cl II BASE* SECTION C-C NOT ro SC4lE 140 • ACTVAL STRUCTVRAL SECTION SHALL 8£ 0£TERM/N£0 BY R-VALU£ TEST IN FIELD PER GEO TECHNICAL R£COMMENOA TION. SEE GS-26 & GS-28 FOR AOO/l/ONAL 0£TAILS & SPECIF/CATIONS NOTE!! ELECTRONIC OAlil RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL ........ 141 1········· ••·····• ....... 1 ....... . ....... . .. ....... .. ......... ...... ................ ......... ....... . . ............ ····· ........... . ........... . t;:::.·· .... .. ........... ,::::·:··:. .. .. ···· .. , ....... , ....... ..................... . .............. . ........ . ........ ..... ...... . . ... 1·:.·:: .............. . .. ..... . .. .. . . ...... . .. .. . ...... ~ ....... I.... .. .. . ..... . . .... .......... .. ... ........ . ............. . .. ......... , .......... . . .......... .. .. ....... , ......... . ...... ........ . .. ..... . ...... i"'" ..... :·1·; ............. .. . .. .. r· .... .. .......... ,. ........ : ... ' • ...• I ..•• l-...... ......... ........ .... . . ..... . + ....... • .................. I ..... . . .. t .. . ·····1· ... .. .............. . . ... r······ ..... .,.. .. ... .. ....... ........ . . ............... . ...... .. ..... ······· ................ I••···" ............. 1 ...... . ........... ' .. ... ............. .. ···1 ......................... . ..... !-······· .... ····· ·:--:.--··: ..... · . .... . .... . .. , .............. . 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I ..... .. ..... ::::.·: .• --::.::: .! ..... .. ·•···· . ... . ..... .. :·.:·::·1 ....... ....... .... . .... ...... ......... 1· ............ . . ··--·1:·:······ ............... . .. ..... . . ..... ·.::.·: ..... .. .. ... ·1· .. •• . ......... . .. ......... . . ···1--... ........ .,··::.: .. .... .. .. .... . ..I······ ·t-······· ' ;··.::·. ·.I·._-··· . ........... . ....... ....... ....... . . . ····.-. ............ .... ·I· .. .. ......... ..... . ............... :: .. :•!.:•: .. .-.. ·: ·.·::.·:·: .. : .. · ... :· . ·--·t-.. · --...... . .... · .. :·: .. :·::· ... ·:::::::. ······ ....... ·.:· ..................... ·: .. ··:::.: .. . ................. . • --·r ...... .. . ...... ..... . ..... .. ... 1 ...•... ~ ..... ............... ..... .... ....... ...... . . .......... . . . ..r .. :··.:·.· .... ·I .. ··. . ........ . . ... I ..... ····· ..... . . ......................... . . .. ··:J.". .. · .. ..... . . ... \ ..... 1::.··: .. -::.: ........ r:···:--:.··.·.,..:···· ............ ·::·.::::: _. .. _._.._.._. ....... , . ...... ..... ..... ····· . , ........... .. ...... ......... . ........... .. . ........... . . ...... . ..... ]· ........ , ... . ... .... .. ............. . . ...................... . . ...... . .............. ::··:.·· . ····• ...... . . .................... t-··· .. ··I··:.·.:· . .... 1··.:··: .. 1.·.:::.::.1.::::· .. · ..... · ........... --·.·· :·: .. ··· .·.:·:· · ....... ! ................ ·...... ..... ........ ....... .. ........... . : ... :·.:· ... _. .............. : ·:·:::.--r·:·.-::··::.:·.: .................. . ...... _. ...... _. ... ·. ·:··: ·r--... ·: :: .. :. i·: .. : . ::·:.· 1~.7~·ca.:i:~> ::z: :a:·~.· ... ·w·--:.:::::::·'.:::. · ...... : ::~. ·:~.(.··:·.:.-.-:·: ......... •··· ... . .......... ........... .. ...... . . .... . 1·.:· ···:·· r--.·: · .. · · .. · :·.·. ·.: .. :: .. : ...... .. ..... 145 . ..... ·.:··1··::·. ··1--···· ........ :·::.: ............... ··.:·.·. .. ······ . ....... . .. t-.. ··-··-···· l-··. ........ ·········I······· ..... . ........ . ...... , ....... .. ... /···· 146 CAUTION! YOU ARE EXCAVA llNG IN THE VICINITY OF A 4" HIGH PRESSURE GAS LINE UN():f P.OFV'ol/\/ D"Zl NOTES /. REMOVE & REPLACE EXISTING CURB & SIDEWALK TO NEAREST JOINT AT SEl'tfRUNE 1R£NCH 2 ORA/NAG£ EASEMENT P£R OOC ____ _ REC. 3. R£MOV£ & O/SPOS£ EXISTING SIGN CAUTION II CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UT/UT/ES IN THE REW PRIOR TO CONSTRUCTION! EXISTING LA COSTA A 1£ IMPROVEMENTS PER 0/W. No. 205-20 tit 391-18 SEE 0/W. No. 409-4A FOR GRAD/NC PLANS ....... .. ...... . ............ . . ............... i ... .. . . ,.., ... 20 21 'NO' \' -, I 2 I 2 ........ . ' . ...... . ...... 22 23 CENTERLINE OA TA NO DELTA/BEARING RADIUS LENGTH I 6= l6'15'J7" 1000.00' 283.80' 2 N 54'59'50" £ 400.J5 CURB DATA DELTA/BEARING RADIUS LENGTH REMARKS 6= /6'/6'J7" N 54'59'50" £ 968.00' 214.72' TYP£ "!l" CURB & !lUTT£N 161.24' SEWER DATA DELTA/BEARING RADIUS LENGTH REMARKS N 06'J2'.J6" W N /JJ'21'04" £ 52.J2 165.01' 8'' PVC S£W£N SON J5 8" PVC S£W£N C 900 "AS ~C« TIMOTHY 0. CARROLL, JR. RCE 55381 EXP. 12/31/14 REVIEWED BY: "7 ....vl'l!t.~G-'•-.f?~---- INSPECTOR DATE ~, ~c_I_T_Y_O_F_CAR_LS_B_AD~ 1 sHs.E~~s 1 LlLJ _ ENGINEERING DEPARTMENT ~ lltlPRO'tV,!ENT PLAN FON: LA COSTA TOWN SOI/ARE 0 f.,...~ DESIGNED BY: A.M .• B,R, DATE: JANUARY 2012 COl,/1,/[RCIAL , Q DRAWN BY: J.S, G,M, SCALE: 1" = 40' LA COSTA A VENIJE CONSULTAN_T_S __ 0 PR_o_J_Ec_T_M_GR_.:·=:T~._c:·==-J-O_B_N_o_._:1_0_12_9_o-_o_4--i_r----~~---------------------~~-~--~~A~P~ .. ~~R~r,~'~7~D=:y=G~'.~Eu~N=~~'(.~~~~~,-~p~r,~.~K~l~~~~~~~~~=l=~=z=q=0:/Z::: C.T. 01-09 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 ODayConsultants.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: -~' TL * A5-8Vllr •Cf_!_/.F " CITY 'ENGINEER . PE 41204 EXPIRES 3/31/13 DATE -~ /J A( J. . /. DATE INITIAL DATE INITIAL DATE INITIAL OWN BY: PROJECT NO, DRAWING NO. ,,,,.-~I__ DATE:il>/2.'lj/2.. i---~---i REVISION DESCRIPTION CHKD BY: ,::w C, T, Of (J.1n "(J.'9-4 7T~IM~O~T~HY~O-.-C-A-RR_O_L_L_, -JR-.~---R-C-E:-~5~53""8~1-ENGINEER OF WORK 01HER APPROVAL CITY APPROVAL RVWD BY: • • -J -,., I: \U0101 i'\_Commerciol\lmprovement\109CNl11-LC.dwg Oct 02, 2012 11: 42arn Xrefs: 109UNI; I0117UIL; 1090NPRO: 1090NSTR: 1090NCRD, 10SONull; 1090NMAP; 1017JP01; 1090KGRO; 1090NGf1ll-OS: 1017GMAP; 109QKUll ....... 18/2 ~~---------...~~, - l>. I·· I .. , .. 1, ""' V JO \ DETAIL WATER & FIRE ~ ACP NOT[ NO CUTTING OF ACP SHALL OCCUR. THE CONTRACTOR SHALL REMOVE ACP TO THE NEAREST JOINT ANO INSTALL ACPxPVC ADAPTORS ANO 12" PVC AS REQUIRED TO INSTALL TEE AT THE REQUIRED STATION. SCA££: 1" = 20' C: \Uaere\Grtgm\appdat11\local\t1mp\At:Publlsh-2BOO\t090Nll2 WTR Sl'i1l: CC2.dwg May 20, 2013 !O: J1cm . :'-"~ ---. . · -·, ·· ,n -, . ------· ' •. , ·' · ' ··· · . ' ' '"l;J ~~ , ' · · ' · · ···•· . ' ' · . ·· • .,., "' ~~- i"J~ f-~ \.i.-.. -,-·PR/~ .... , 'NE.. I.:_ ..... ., I-I-1 ...... ,_":"· -l---I-. I· "I·· ' I. '·" . ~~ I· I· -.. ·-1-. .,.......I_ • ~ _- ·.. ,[ .. I ,,,,. _i:,J .. . :.-~,!"Iii• ..... ._ .. _ ... , ...... , . ,.. .. . .. I. - --• L . . . • , . • , . • . • .. .._ ""'. • __ . I .• I: .. _ ...... . . ·: . ,_] . ' ' 11 VIA MONTEBELLO CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! PLAN - I o· 1 o· 40' 5 20 80' SCALE: 1" = 40' '""-!:·.-... ' . ' ) I l ' ~".JS/I . '' -..;._--'. f.,, :::,,::_-. -~---- . 1 ........ : .• ' - ' . . : ... J, ... I • .. ,., . --_ . . .o, ~ @ .31 . --#0--- 1 2 J ,/ 5 6 SEWER DATA DELTA/BEARING RADIUS LENGTH REMARKS N 29'03'26' £ N 35'08'20' £ N 69"53'58' £ N 69'53'58" £ N 69'53'58' £ N 69'53 '58. £ ,10,Jl' 75.8,1' 6,1,,18' 112.,1,1' 199.16' 18J.01' 8' PVC S£W£R SOR 35 n n • • • • n n n WATER DATA _ ' I INol DELTA/BEARING RADIUS LENGTH r<' REMARKS 1 ~ 2 3 N 38'50 'OJ" £ N 38'50 'OJ' £ N 63°J3'0Ji' If 51.52' -5-hfJY / -f 10' PVC Cl-!:$1 200 "6 9z•.-r-5• PVC Cl-15V 2m 23.00' '!: 6' /VC Cl -Z!J{) !)i 14- IA ' EXISTING LA COSTA A 1£ IMPROVEMENTS PER DWG. No. 2O5-2D & 393-J SEE DWG. No. 4O9-4C FOR GRADING PLANS "AS BUILT" ~-C-=L 1 l TIMOTHY 0. CARROLL, JR. REMARKS RCE 55381 EXP. 12/31/14 31~11:r DATE I 6' LAT£RAl SEWER~ VIA MONTEBELLO --_,.,. .. REVIEWED BY: -9,A<l~w.l~J..o-~~~- IN~ECTOR 1/J 3)1 r:::: DATE SCA££: 1• = ,10' 2710 Loker Avenue West Suite 100 Corlebod, California 92010 760-931-7700 Fox: 760-931-8680 ODoyConsultonts.com LEUCADIA WASTEWATER DISTRICT Jl-_v,,. I.,. /).aui ':E STEPl[rn L. 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' r,,/7113 -"VP APPRO'IEO 11/29/12 l--=;;c-+-c:=~f---"RE"-'~ ... s.,.,c_-S.--,£:.c!tf;='..R'..cP,'...'.~'-'a'-''FI,""[£"-, _,:A""OO,_,,LA~TE,,..R,"':4"'l ____ -+1"' 1;}_,._,_ilf > Y l ,-., ~c-= d ___ ~D~A"-'JEC'--: _./~: DATE INITIAL f-D:.CA-"T=-E_,_..::IN-"IT""IAC:L'-!-_D::.cA.c.:T=-E_,_..::IN.::ITI.:.:A..::L:_i _.,£L ,2(;,_ -ENGINEER REVISION DESCRIPTION TIMOTHY 0. CARROLL, JR, RCE: 55381 OF WORK OTHER APPROVAL CITY APPROVAL WATER & SEl'tER PLAN FOR: LA COSTA TOWN SOUARE COMMERCIAL VIA MONTEBELLO CIT ENGINEER PE 41204 EXPIRES 3/31/15 DWN BY: CHKD BY: fk RVWD BY: PROJECT NO. c.r 01-09 .JL/.7/13__ DATE DRAWING NO. 409-4 Xri:fo: 10';10Nl2: 1090NSTR; 10177Ull; 1090NPRO; 1090NMAP; 1000NC:RD-PH2; 1090NPR0-WTR; 1090PUll-CC2; \090PUT\.-CC2-Ught,; 1090PPA0-CC2: 1090PGRD-C011tractor-CC2; 1090NGRD-Clty-PH2; SM1J0516-HAADSCAPE-site B; SM1J0516-0ry.JtUs I 0730'1'.l I ' ' ' ' . ,.7 . ' I ' ... r.· .. _ _. ~-., ... '' ' ,.·, .... I I··· I·. , ... I ... "' .... · .. ·. ' '." 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I·_ ·· 1----,. -, ■,------,-_---+_---+-+--+--+---_1-----+--+----+----t-t--+---+----+-f--+--f---·------·--··------------· -----t-1----+--+-+--t-t--+--+--+-l-+-+--+-+--f--+--+-+--t~t--+~-F-+--+ __ ---+---+-----'-tc __ '--_+-'+'c--t-lF+,---+_-+--t_C:-::-'c' .. -_.tc_---_+--_=r::---_-+-+-+ _____ ,--t------t-_-t-----'-l-+-+-+--t-'--t---l-c+-t-1=+-+--+---+--t--+-c_+---+-l-t---+--t--t-f--+--+-+--t~t--+--+--+-----lc-__ --__ +-+--+-+----ccl-+--+-+--t-t,-t_-f--_+--+-+--t-t---+-'+-+-ll-+-+-+--t=t---l-c+----■ ' 14 15 16 17 PLAN I: \00101 ?\_Cornmerc101\lmprovemijnt\1090NI\CCJ\l090Nl16-S'~-CCJ.dwg Sep 12, 2013 S: 2Jom Xrers: 1090NI: 10177UrL-Comm: 1090NPRO-CC3; 1090PMAP-CCJ; 1090PUIL-CC3; 1090PGRD-CCJ; 1090PSIR: 1090AN: 1090PU[l-CC3-Llghts " , . . . . ; .. , I·.. . "" _-. . ., . ,. ... "" 1·· " ., .. 18 19 -SEWER~ VIA MERCATO 20 - ,1-, 11---- 1 ll------1----- 1 '--1 I 1--)- 1 '--1 ~ llc--lf- 21 ' ' ' r ' I o· 10' 5· 20 I I. 40' SCALE: 1" = 40' - LEUCADIA WASTEWATER DISTRICT 80' SEWER DATA ~ DELTA/BEARING RADIUS LENGTH 2 N 7/'23'3/" E 3 <! =12'32'3/" 4 ,J =l2'46'22" 5 N 71'26'/6" E 6 N 7/'26'/6" £ 414.00' 414.00' 21.55' 298.98' 90.62 92.74' /30.84' 18.20 REMARKS 8" PVC SEWER SOR 35 n n • n • ,, • ,, SEWER LATERAL DA TA SEQ LOT STATION OF INVERT LENGTH DROP LATERAL LATERAL GROUND DEPTH BELOW PAD UPSTREAM BACKWATER · LATERAL ELEV. OF TO INVERT ELEV. ELEV. BLDG. TO MANHOLE VALVE REMARKS No. No. @ MAIN @ MAIN LATERAL MAIN @ BLDG. SLOPE @ I( INVERT ELEV. ELEV. RIM ELEV. REQUIRED 5 3 /6+39.05 3/6.32 98.74' 1.2' J -6-,.4• _,., 7+82.85-,3/9, /9. '.-/01.26', -,/,2' I', \ 7 5 20+77.00 323.68 222.80' 1.2' 320.59 ·324.I 329.5 J./7% 3.52% 2.07% 6.41' 327.0 328.03 6' 330.1· .,335.64 6' 335.5 335.64 YES YES YES 6" LATERAL 6" LATERAL 6" LATERAL ' '-''--.A..,,,'---"--"'-'"'--"---"--..,,.._,,"-_.,..._,,.__.A_,,,'---"--"'-'"'--"'-'"--_,,,..._,,,..___.,..._,,"-.A,--''--.A_,,,'--,,..,__,.-'-',,.----,,.----,..__ -_,,,.......,,.J------- EXISllNG LA COSTA A vE IMPROVEMENTS PER OWC. No. 205-20 & J9J-J SE[ owe. No, 409-4C FOR GRADING PLANS CAUTION!! CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllL/llES IN THE AELO PRIOR TO CONSTRUCllON! "AS BUILT" --;;:;::-<2-L~ TIMOTHY O. CARROLL, JR. RCE 55381 EXP. 12/31/14 ~ DATE REVIEWED BY: "~J,.;) __ INSPECTOR t/~_e;.,,· ~HENLDEERING,~26514 ~ CITY OF CARLSBAD ~ 1----1r--t-----------------l---+----l----l----"-'--I :=l.LLJ=6=:....::::==E=N:::G=IN:::E:::ER:::IN:::G:::::::DE:::P=A:::R:::TM:::E:::N=T==:..::L_Rj=2=: DUDEK EXP 3/31 /14 SEl'lfR PLAN FOR: LA COSTA TOWN SOUAR£ 0 /(,,.,.~ DESIGNED BY: A.M., B.R. DATE: JANUARY 2012 ~~s--,c___ A.5-(Jvllt c.;iZu_1'.[,~~:t:::::t~:=1 COAIAl£RCIAL (;,Ii DRAWN BY: J.S. G.M. SCALE: 1 • = 40' l-'8.~i//~13~/Jl=J-+--'-TC~-±-'-l"'-'---'~THi'-"r."'-'S-"SHi"'l:i"''E'--T'-"RE,"--i"LA=CE.=='S'--'S:::..:'H,=='EE"-T-'-t6=-.:.::AA-'-19"''RO'-'J!Ei=V=-::,6/1-'.L..'. /,/"'-3-+---+--------1-'fl/1/_Z!,,/J":, <;,v VIA AIONT£8£LL 0 PROJECT MGR.· T.C. JOB NO.: 101290--04 ADO SEWER CUT--OFF WALL J, TRENCH OETAIL :=A=~=p==□=,==,==E=1:==Eu.:=N===~=============: C O N S U L T A N T~s~-1---------------13'EL'.,4___!!e__---1-fil_.!!!E._,?!!E:_~~'4~:.!__!!:'..!!!!'_~~----l--______jf---l--+-------l ---" D: G_· . VA,,' PE ,_Ki ____ --~/2z,._l.,12 1 5/8/13 TC 12\ !HIS SHEET REPLACES SHEET 16 ORIG/NALLY · _ _-,, ,.,1-w___ 2710 Loko, Meeoo Weot Cl,H Eeglnee,lng ENGINEER OF WORK: APPROVEO /1/29/12 CIT) ENGINEER PE 41204 EXPIRES 3/31 /13 DATE Suite 100 Plannlng Carlsbad, California 92010 Processing -----~ R£'4S£ SEJ'tFR, O£L£TE LATERAL DWN BY 760--931--7700 s,-,ey<ng .-----. , ,.,/ - / DATE INITIAL DATE INITIAL DATE INITIAL : ,-'TJ.._,-PROJECT NO. DRAWING NO. ''" 760-931 -8680 /' , DATE: r~?;1--~---1 REVISION DESCRIPTION CHKD BY:'-'=U-~_ CT. 0/ 09 409 4 oooycon"lton<,.com TIMOTHY 0. CARROLL, JR. RCE: '55381 ENGINEER OF WORK OlHER APPROVAL CITY APPROVAL RVWD BY: , , -- O 3013 I ii I I . ,, . ,. ,.-.. _'"_",._ _ .. _ ..... . . . .... ' ' .... I· ..... I""'" 21 ....... , . ' ' I I I '.>- ' ' ' I > C:\User~\Gregm\oppdata\local\t1mp\AcPubl1$h_2800\1090M17-SVtR-CC2.dwg May 20, 20IJ 12:36pm . . ... ' 1 :I I I .. 1.. .... I· ' Xr,:f,: 1090NI; 10177Ull; 1090NPRO; 1090PGR0-Conlra,;\or-CC2; 1090PUTL-CC2; 1090PUTL-CC2-Llghl,: 1090PS1R; 1090PM>,P-CC2 ' _ ..... ·.: ... : .. ' i ,. . I . "' f· ' "' I ' I ' I 24 / ' . : ... ' ' ' ·I -I --, ·: . '." ' . . .. .. , ' ' ' ' . . . ... . Y. ,,.,.,, /" ' ' I , ~ ... "' ~, ..... ,,_, ' ' V V ' ' I . ,.-. ' "" . · .. ' ' . --.. 1- " ""'"' .... I'"· ' . ,... . ''' .. " I ' ' ' I _ ..... .... ' ' I""' ...... , .. I . . . -- ' ' , ... ' I I ' ' ' ' ' ' I ' . ·I. -_. ~-•• ' ' ' .... ,-... ' ' ' -.. _· ... _: f-· I· I '' ' --• ••~-~-. ,-,.-.,._-re,-"' _ \,()[·... :1.-.. _--_;. :.::-.-:·.-.f· .1-:::-::-: .-.--. .-.r::::. ~ .... _ 1 ·-, .. ' ' ' I I ' ' I''"'''' _-__ '' ' ._ .. ···I"::: ' I. . .. ' .. ··I .... 25 26 27 :J r-1 -----~ ----,_... --:::--.j__ ... __ , f 'ii l'--~~ I 2 o· 10· 40' 5 20" 80' SCALE: 1" = 40' '' _-" .. , ,1 .. , ( .. , _· '.: ' I ... ·r - ' ' ' ' ... --- ' ' ' DELTA/BEARING 1 N 71'26'16" E 2 J =08'15'.25" 3 N 63'10'5I" E 4 N 83'31'31" E I --r· · I· ' ' ' + SEWER DATA RADIUS LENGTH REMARKS 186.12' 8" PVC SEWER SOR 35 416.00' 59.95' 192.09' 137.07' • " " " • " SEWER LATERAL DATA SEQ LOT STATION OF INVERT LENGTH DROP . · LATERAL ELEV. OF TO - 8 10 9 ff .. '!;l)ldfl' -.. ~ 1..1'1/EM "" "" 22+88.10 325.6! 330.92 203.73' I 13.88' f.2' 1.2' rr, EXISTING LA COSTA A 1.£ IMPRO'tf:MENTS PER DWC. No. 2O5-2D & 393-J SEE DWC. No. 4O9-4C FOR GRADING PLANS CAUTION!! CONTRACTOR TO 'tf:RIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCT/ON! LATERAL INVERT ELEV. .... "B!'.Dt,, 334.0 338.0 J'Jj,, LATERAL GROUND DEPTH BELOW ELEV. BLDG. TO @ it INVERT ELEV. UPSTREAM BACKWATER EPLAEVD MANHOLE VALVE REMARKS · RIM ELEV. REQUIRED 3, 59/0 --6' 340.0 338.61 NO •·· LATERAL "AS BUILT" ~Gt TIMOTHY 0. CARROLL, JR. RCE 55381 EXP. 12/31/14 REVIEWED BY: _""'7'....-i~~~- IN$PECTOR PLAN -SEWER~ VIA MERCATO LEUCADIA WASTEWATER DISTRICT ~ CITY OF CARLSBAD ~ SCALE: !" = ,10' Jt~ll}eu-,~ ~ENL.DCTRING, RCf'26514 DUDEK EXP 3/31 /14 _s/-a./rs DATE l------t----t-----------------1----i---i------;--, LlZJ ENGINEERING DEPARTMENT L_gj ~=~========::::._:::=:::::; SEl'IER PLAN FOR: LA COSTA TOWN SOUAR£ 0 /~~ DESIGNED BY: A.M. 8.R. DATE: JANUARY 2012 COMMERCIAL (;,,Ii DRAWN BY: J.S, G,M. SCALE: 1" = 40' VIA MONT[B[LLO PROJECT MGR.· T.C. JOB NO.: 101290-04 tc;;J;;✓,.., 7L-A5-Z3v 1LT /_t.1/, ,. '-?5't---+----J :=A=Pcc~=cR=cCc==:_::=D=, =~=cl"'',:· _:';N=, f'{=;_=v=",j•t~i:="1p5#.K==I ==========~ c o N s u L r A N ""r-cs=:---,-------------~~i---;,,:,,1,E,c1/.,_,_1_,_3+_.ri"'c_+-,l'u2~\TH.,,,1s-'="'sH.'="'E,~£~r!:"RE,"cP.~lA~c:";'£s~sH."='E,"'£r'--'-':11__,a'"w."iG.,,,1N.,,,,1L"'L"-r--+--+---+rd_1/1?J '=>l.f' 'ki X. u'~ • · ..JRlz!J.3___ 2710 Loker Avenue We::rt Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 00ayConsultonts.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: APPROVEO 11/29/12 CITY NGINEER PE 41204 EXPIRES 3/31/15 DAfE REWSE SEl'IER LATERALS OWN BY: ~~-PROJECT NO. DRAWING NO . DATE INITIAL DATE INITIAL CHKD BY: TL CT. 01 o•n 411n_4 OTHER APPROVAL CITY APPROVAL RVWD BY: • • -,:7 V,:7 ~ -' -f~ I DATE INITIAL .....-----,....'.'.'.:::= -~ {,~./:{,·', --~DAT.!!:'E:~.S~/ •'c'&l'~//~ 1-------, TIMOTHY 0. CARROLL, JR. RCE: 55381 ENGINEER OF WORK REVISION DESCRIPTION 073013 ...... ...... 0 -(11 N ' ' I ._ I ·_·_-__ •• ,, ·: . ., • ··-. ~ . "":-, _,,_. . ., ............ '"' . , ... , . :.~. ·. . · .. '"' . -,, . _-_ .. ' I . ...... ., "' ... ' I I ....... . .. "" . . . . . . . . . ~"' "" ' ' ' """' ·"'"' '' ' r·-··_.-: . ' ,: . ' ' ' ' . . . -'"· ,. ... · ' t ' -_-,_. ' ' t ' 1,,-,. ' . .·, ,. ' ' ' ' ' ' .... 1 ..... 1... ..... 1 .. '. '' ' ' ' - . I·. - - ... ·" '' .. . ... : '" ' ~ , ... _1-, ..... ,(,. ' .... ' ' : .... , ' ' ., .... :: . 1: _" t· , .. ' _-'"' ' . '' .. : ' ' .... ' ' . ... , . I t ' .. ... . I . ,. . ' ' . · I· .... ' . . ,,;: .. I ' ' "'"' ' ' ' ' ' '' ...... ,I ... . "' ' . .. f. ''"" "" ' ' . . -. ' ' ' I ·-·-'' : . ' ' ..... ,., ., .. ,. . ' .. : ' ' .. -.. ·. ' ' ' ' '. ' ''" -·· - I ' . ·". . . . . - I_."" .. ... ""' ·_·· ' '...?., 11Ll'ft, -+-+-i-++-'t--' ' '' ' ' t·__ •:-·-AV i...:._, ·1· '37, '(_, 8: I ---... . ''" _---'""" .. , """' . I· _ .. _ .: ' I ....... f .... , ' """' . ,:, A' "'- ' ..... _._ 1 ... · I· · I· ·· I .. "_"'_"'" CAIJTION/11 NO CUTT/NG OF ACP ALLOWED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING ANO INSTALL PVC AS REQUIRED TO INSTALL 12" TEE AT STATED LOCATION. l:\001017\_Comm,r,;JIJI\Jmprovement\1090Nl\10SON!18-S'nR-CC2.d11g M1Jy 20, 2013 12:J.4pm t I . ' ' ' '' .. , ' Xrafa: 1090NI; 1090NPRO: 1090NMAP; 1090PGR0-Cootract0f-CC2; 1090PSTR; 1090PMAP-CC2; 1090f'UTL-CC2; 1090PUTL-CC2-Llghl~ ' ' -··"I" ' ' ' ' ' ' 1,-,, '. '"' ' t I ' ' ' ' 10 S££ SH££T No. ' I. , .. : _· ... ' .. _·_·: . ,_·-:: ····_·_:· .. ' f--I -I--· ' '''"' ' ,.,... ,., :·_·,:.:: ~I·,.·_ I I . , r Tl f. -_. . I .. : . 1"'_'" :.... , .. , ' ' -; ... I-. ' ' 11 20' WIOE SEWER EASEMENT PER OOC. 2012-0742604 REC. 11/28/12 ' : _--_I"·: · .... : .. -.. :. V I I 12 ~ I ~ =--------= j I - S££ SH££T No. 13 PLAN -SEWER LINE SCALE: t• = -10' : .... \ ' .. , .. , I ' ' ' I .. :. ' ' .. "' t . ' ' ,.,;.·,. ... "" ' .. 13 .... o' 10' 40' 5' 20 80' SCALE: 1" = 40' I I I I ,< l -..., -~ ...,-/ r-,. -c: , ,. • I [Jarri~~n' : l l I I ® LEUCADIA WASTEWATER DISTRICT _0,fL~J_ DATE ~~~ 26514 DUDEK EXP 3/31 /14 . . . . . , I , --_ I -.. , ... : .. I:.... . 1-, ----, .·.... 1...... · ·. ' ' ' ' ' ' ' ' 2 t \. ' ' . -· . "_ ' ,__ 1,· _· · I· ·_ I· ' .. ,·_·· .. 1 ...... ... -'" ' . ,.,_. I-. ' ' .. ,. ' I -· - I .. ,. I ' ' ' ' ' " ' t,:,. . .. -_ ' r.:. ' _·_... .. ' 1 .. ,, ... ·" ., .. , . . ··: . "'. .. , .. , . '_ ' ' .. ·_·· ' ' ' ' ' .... -__ -:: ' ' ... _ . .. . ... , "' ' ' ' ' _··_·· -1 ., . ' SEWER DATA " DELTA/BEARING RADIUS LENGTH REMARKS I N 18'33'#" W 232.88' 8" PVC SEWER SOR 35 SEWER LATERAL DA TA SEQ LOT STATION OF INVERT LENGTH DROP · LATERAL ELEV. OF TO No. No. @ MAIN @ MAIN LATERAL MAIN 11 12 7 11+/5.30 320.80 9.68' /,2' 6 12+36.88 322.10 14.26' EXISllNG LA COSTA A It: IMPROVEMENTS PER DWG. No. 2O5-2D & 393-J SEE DWG. No. 4O9-4C FOR GRADING PLANS CAUTION .(I CONTRACTOR TO VERIFY THE EXACT LOCA llON OF EXISllNG UllllllES IN THE FIELD PRIOR TO CONSTRUCllON! LATERAL LATERAL GROUND DEPTH BELOW INVERT ELEV. SLOPE ELEV. BLDG. TO @ BLDG. @ I[ INVERT ELEV. UPSTREAM BACKWATER EPLAEVD MANHOLE VALVE REMARKS · RIM ELEV. REQUIRED 322.20 2./X 12.00' 334.2 331.51 NO 5-LATERAL 323.00 2./X 13.35' 36.35 NO "AS BUILT" ~Q TIMOTHY 0. CARROLL, JR. RCE 55381 EXP. 12/31/14 DATE REVIEWED BY: INSJECTOR -CITY OF CARLSBAD ENGINEERING DEPARTMENT 1ss2sl SEWER PLAN FOR: LA COSTA TOWN SQUARE 0 /<,....~ DESIGNED BY: A.M., B.R. DATE: JANUARY 2012 COMMERCIAL G/i DRAWN BY: J.S .. G.M, SCALE: 1" = 40' VIA MONTEBELLO CONSULTAN=T~S __ 1_PR_o_J_Ec_T_M_G_R_._T_.c_. __ J_o_B_N_o_.,_1_01_2_90_-_0_4~r;'~M~~~/~J+~-'~~~~~~~~~;~;~:=~~;~r~~~P.~tA2C.~B~~~f,~f~T~W~O.~~~~~m~~~ll~Y--+~-~_0_~_·;:~:-:/,_~~:l-g~/7-t,,~~-~~~=p=,mP.=~=~=ED=y=:=~=~=K=.="-fJ=P~~~P='_,=s:K:l::::::::==~=~=~=Z=3==; 2710 Loko, A,oo,o Wo,1 CMI Eoglo,e,tng ENGINEER OF WORK: APPROVED 11/29//2 c1#"'~NEER PE 41204 EXPIRES 3/31 /15 D/4TE s,;t, 100 Ploonlng REVISE SE~R LATERALS Corlsbod, California 92010 Processing ~ 0~ 760-931-7700 Surveying _..----~ /~ Fax: 760-931-8680 DATE:-71 .J 1----~---1 0DoyCon'"llonls.com ~T:::IMc:Oc:T:::HccY-:0:-.-:Cc:Ac:R:cRO:cLc-L-, "'JR:c.---c::R-::CccE·-. -'-:c5°'53"'8:c1~ ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION DATE INITIAL OTHER APPROVAL DATE INITIAL CITY APPROVAL DWN BY: CHKD BY: i~ RVWD BY: PROJECT NO. DRAWING NO. C.T. 01-09 409-4 0730'13 I JI i ' I l I . .-.. ·.-.--- ' · I· · I· .. ... · ' . ' -,. "' .· I·. . . ,, ' ' .. . ' ' . ' ,, .. ·, · ... ,··I· ,'.t, .. · ' . C)-... ... . ·;.:;., I ... ... , . ... · . ,,. ' '' "'_ I ' ' ' • .: , ... . . ' ..... I ' ., "" .• 1 .. , ,;, "' .. :· .,· ' •1·· .. I!, . . ,:::, lc--t'--+--t'--+--t~+--+-t--t-t--t-t-+-t-+~t-+--t-+--t-+--t-+--t-cl--+1~+--+-+--t--t ·-b'fy'"'fJt-1 -t-t--+l'c---. ~-, .. _ ,I-I-,, . -1-1-=•.•;--· '~~-.. ' . I .... 1. ' ' I ..... ' ... "' ' '. '"'" ., ' ' .... · •• f ... ' ' . . t· '. '""' I I"· . t· I ' • 10+00.00 CL SEWER LINE 'El' -20+56.56 VIA MONTEBELLO LWD !.I.H. No, 08-15330 20' WIOE SEWER EASEMENT PER DOC. 2012-0142604, REC. 11-28-12 I ' ' 10 1.: ...... ' ' ' ' f_-: ' . ' .· . . ._. -' ' ' ' "' ' I .: --. . ' ..... : .. -- ' ' ' ' • 1"-''"'", .• f .... , .. ' ' ' ' ' ., . 1 ..... 11 ' ' ' ' . .... •"' ' . . .:,:, I . ··,,. ·.,. ...... ' ' .. , I_ .• ' " ,,-f .. ,. . ··_ ' ' ' ' . I·:·. ' f··. .. .. ' . _ .. _ ... ' ' : ..... ' ' ' .. · .. " . ' ' .. ,,, . · .. · . --- ' ' ., ': .:. '·" . I .. ' : r~· .. : .. 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I . .•.• I-... ' 1 ·,·· I . --. . • . _ ........ "" 1 .. -.. .. ·I: .. . ... ""' -- ' - ' ' ' ' ' ' . --_. .. _ .. : .. " ' ' ' •• I -.. , "' .. ' . . . .... ,. ' ' .,'_" ' . ... · ' ' . .... . ' ~ DELTA/BEARING I N n9•,, '44 W --. ' ' ' ' SEWER DATA RADIUS LENGTH - "_" ' _ .... . ... · REMARKS ~='-I SEWER LATERAL DA TA SEQ LOT STATION OF INVERT LENGTH DROP · LATERAL ELEV. OF TO No. No. @ MAIN @ MAIN LATERAL MAIN 13 8 l0+86.59 15 9 12+12.82 324.94 325.80 34.56' 44.23' 1.2' o' __ ............................ .... --- - - - - - - - EXISTING LA COSTA A 11£ IMPROVEMENTS PER DWC. No. 2O5-2D & 393-J SEE DWC. No. 4O9-4C FOR GRADING PLANS LATERAL INVERT ELEV. @ BLDG . 321. 11 326.24 LATERAL GROUND DEPTH BELOW PAD UPSTREAM BACKWATER ELEV. BLDG. TO MANHOLE VALVE REMARKS SLOPE @ I( INVERT ELEV. ELEV. RIM ELEV. REQUIRED 3.0% 1.0% .... .A. .... .... .... - - 7.9' 10.4' 335.1 NO 336.6 NO --- "AS BUILT" 6" LATERAL 6" LATERAL - CAUTION f.l Tl~~~ -~-~,,-E - CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! RCE 55381 EXP. 12/31/14 REVIEWED BY: CAflT/ON/1/ PLAN -SEWER LIN£ 'EJ' -<I ~.,,,,a__ INSXCTOR NO cumNc OF ACP ALLOWED. CONTRACTOR SHALL REMOVE ACP TO NEAREST COUPLING AND INSTALL PVC AS REQUIRED TO INSTALL 12" TEE AT STATED LOCAllON. C: \Ustrs\Gr1gm\oppdoto\jocal\t1mp\,\cPublllh_2800\1090NJ19-Sl'IR-CC2.dwg Moy 20, 2013 12: 3-4pm Xrof11: 109001; 1090NPRO-CC2; IOSOPGRD-Cootn:i1:lor-CC2; 1090PSlR; 1090P'11AP-CC2; 1090PUTL-CC2; 1090f'UTL-CC2-Ugh\a SCALE: 1• = 40' LEUCADIA WASTEWATER DISTRICT 4..1.J....L~'>:r_ .f'l-u/J~3 _ 4f~uiLoEERING, ~-26514 DArE DUDEK EXP 3/31 /14 DRAWN BY: J.S, G.M. DATE: JANUARY 2012 SCALE: 1" = 40' 0 /~~ DESIGNED BY: A.M., B.R. =-=--PROJECT MGR.· lC. JOB NO,: 101290-04 'Y5§ 7f.._ A~-13//llT... 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F-'-'-l--l--J'---+=f--+-+'+--+-"-l-+-··+·-+7------+-· 4· '=F+--+---+7"---tcc+·+ · ··=··-t-·+-+7f-'-i-. ·¼'+=/------f--+.-'--f=---+'---f------t---f·------t-=+.-'+-f-i-------r .. ----f ····=t-'-'f,=f-'-+--f-c ---r ---· --i---r -i----0-1 =· ·f··=· ~'--r ·-r1 ......... -I" [-~ V--:-li!!--.L,f,;:_, l,;j -----1---.. ---,---:--.: f".'.°\.: -~ _-_·:-.1;./·~ .. :·:· :·:_·_·.:.·_· --1-.... ...1.·~ I~ 'i°_...... --...... 1·. ---1 ... "i"'-'""" ..... ..1.... . ... -I· -...... .. : .. . .. ·I"· .. ' CAIJT/ON/1/ NO cumNG OF ACP ALLOM'O. CONTRACTOR SHALL REMO'IE ACP TO NEAREST COUPLING AND INSTALL PVC AS REQUIRED TO INSTALL 12• TEE AT STATED LOCATION. I: \001017\_Comrnercial\lmprovement\1090NI\CCJ\1090N120-SW"rl-CC3.dwg Sep 12, 2013 9: J3am 10+00.00 CL S£W£R LIN£ 'c' =13+11.83 CL SEW£R VIA MONT£8£LLO LWO M.H. No. 08-15290 Xre/3: 1090NI; 1090NPRO-CC3; 1090PU1l-CC3-PH2: 1090PMAP-CCJ: 1090PUTL-CCJ: 1090PGRO-CCJ-Pfl2; I090PSfR; 1090PUIL-CCJ-Ughts ' \ ' I I· ...... 10 11 ... I. .. . 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No. 4D9-4C FOR GRADING PLANS CAUTION II CONTRACTOR TO 'tfRIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! - "AS BUILT" ~~ TIMOTHY O.GARROL, JR. RCE 55381 EXP. 12/31/14 REVIEWED BY: 9-"''-""'J_o INS~CTOR ,I_~ ,I_ ,/)PA,,-,~ 9/rz-/1.1 STE~rnNG,[4Ji6514 DATE ~ CITY OF CARLSBAD ~ f----lf----+-----------------lf------t---+----+-------, L_lQ__j ENGINEERING DEPARTMENT L_g_j ;:==:__::::::========:::::-====; SEM'R PLAN FOR: DUDEK EXP 3/31/14 ~/;:.~::f--=-,.=c..,:---t-, ;1.l,\:---;-;:-,45---;!}~V:-;:/l-:;:1c------------h1.•L,,;-II ;-~-~ .-------::;-----~~~~===~=~~========l-'10/11 13 ,c /. L\ REVIS!:. 5E"v'E.K PROFILE ,.-mcr ";J'~c.J>-.-,-11-~3~1~3,-t-G~~~--i DESIGNED BY: A.M .• B.R. DATE: JANUARY 2D12 8/13/13 TC I" THIS SHEET REPlAC£S SHEET 20 ORIGINALLY fA/~j/':> r-.vp LA COSTA TOWN SO/JAR£ COMMERCIAL 2710 Loker Avenue West Suite 100 Corlsbod, Colifornfo 92010 760-931-7700 Fox: 760-931-8680 ODoyConsultonts.com Civil Engineering Planning Processing Surveying DRAWN BY: J,S. G.M. SCALE: 1 • = 40' APPRO'd::O 6/7 /13 PROJECT MGR .. --~T=.C~. _ JOB NO.: 101290-04 R£VISE SEW£R PROFILE, BUIWING 25 LATERAL 5/8/13 TC ENGINEER OF WO,RK: ~~,,-,....~~-:::::"5.C=~~:1,'.{~---'="DA~T~E:_1?;ia{.:; DATE INITIAL TIMOTHY 0. CARROLL, JR. RCE: 55 81 ENGINEER OF WORK /2\ THIS SHEET REPLACES SHEET 20 ORIG/NALLY APPRO'd::O 11/29/12 R£VISE SEW£R PROFILE, AOO lA TERAL REVISION DESCRIPTION SEWER LIN£ 'C' ~~6_3__ CIT ENGINEER PE 41204 EXPIRES 3/31/13 DAtt DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: -,,---PROJECT NO. 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S£W£R DATA ~ DELTA/BEARING RADIUS LENGTH REMARKS I N 71'50'28" E 251.21' 8" PVC SEWER SOR 35 b..4 Lc.-~23~_J,N~o1~·t~f';,:Jo~·,'E~~==~7.~g~,2f1'~.-----;· ---;·-----1 / 4 \r" N 70'00'00" E 239.85' ) • • --- - - --" .... ... ... -- • > S£W£R LA T£RAL DA TA /2 \\ SEQ LOT STATION OF INVERT LENGTH DROP ' ' · LATERAL ELEV. OF TO , No. No. @ MAIN @ MAIN LATERAL MAIN 17 20 15+58.ot 18 18 lo+82, 18 19 17 !8+21.13 20 lo l8+53.98 1 FOUNTAIN l8+31.98 3/J.39 318.95 321,42 321,87 321.57 03.12' 88.34' 80.95' 80,95' t/75.06 1 /,2' /,2' /,2' 1.2' 1.2' LATERAL LATERAL GROUND DEPTH BELOW PAD UPSTREAM BACKWATER , INVERT ELEV. SLOPE ELEV, BLDG. TO ELEV MANHOLE VALVE REMARKS @ BLDG. @ I[ INVERT ELEV. · RIM ELEV. REQUIRED 32/,0 10.49% 323,5 3.88% 328,o 7.72% 329.2 7.51% 328.5 3.14% ----- - -- - r;' r;' r;' --- 327.0 329,5 334.61 335,21 334,5 -- 321.27 YES 330.34 YES 334.92 YES 334.92 YES 334.92 YES ---- r; • LATERAL , r;• LATERAL r;• LATERAL ' 6" LATERAL 6" LATERAL 1 J ., --- SEE DWG, No, 4O9-4C FOR GRADING PLANS "AS BUILT" CAUTION II TIM~f:~R. RCE 55381 EXP. 12/31/14 REVIEWED BY: 30?-~ PLAN -SEWER LINE 'C' CONTRACTOR TO VERIFY THE EXACT LOCATION OF EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION! ~ ~ --J - l~PECTOR SCALE: t• = ,I(}' LEUCADIA WASTEWATER DISTRICT ff__~ J:) .LJ.-r,_~ / I ( > /1:J ~~~NLDEERING, RCE 1&!,144i DATE DUDEK EXP 3/31 14 ~ 'CITY OF CARLSBAD l-----l-----+-----------------11----+---+---+----t l£L_J ENGINEERING DEPARTMENT t-----+---+-------------------t----+---t----+----J UL] , SEWER PLAN FOR: '7'?;/1'.,;-'TC.__ /5 A5-evn T ,,_ lt)_t£_ 7f2_ o w 10/11/13 Tc 14 TH1s SHEET REPLACES SHEET 21 APPRoYEo 9/26/13 -=-+1-1--=-3----:1,.!>+--ocG-:--,vY..--1 LA cosrA ro,,w souAR£ O,,~~ DESIGNED BY: A.M., B.R, DATE: JANUARY 2012 REl;IS£ SEltER PLAN &-PROFILE COMMERCIAL ~ DRAWN BY, J.s .• G.M. scALE, 1· = 40• 0/13/13 Tc 13\ TH1s SHEET REPLACES sHEET 21 APPRoYEo 6/7/13 SEWER LIN£ 'c' CONSULTANT~S~-~PR_o_JE_c_T_M_G_R_.·_T_.c_. __ J_o_B_N_o_.,_1_01_2_90_-_0_4~5~V~WcT~3+~~~~~~~™~:~;~~~;~F~~~!~:~~~~~;~~~,~~~~/~;~~~~~~~~~~~LL~Y--+--+-~~-4 ----i~A=P=P=~=,~_D=,=L=G1=,=~==K~=v=AN=~=~~c:s:K:•·::::::::==11 =_=5=_=~~ 2710 Loker A'lenue West Suite 100 Carlsbad, California 9201 O 760-931-7700 Fax! 760-931-8680 OOayConsultants.com Civil Engineering Planning Processing Surveying ENGINEER OF WORK: ----(;ld ..,,, TIMOTHY 0. 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' .. · ... :f: . .-· .. ·· ... -... .-... :.,::.:·. . ............. . ....... . ...... t .... . .......... . . ......... . . ····I··· .. ·· ····· ....... ........ ...... . .. ..... ..... --····t·.. ... . . ........ . ..... ...... . . ....................... . . .... f ............. . 16 17 STORM DRAIN LINE 'B' SCALE: ,. = "40' Oi DRAWN BY: J,S, G,M, SCALE: 1' = 40' ....... ...... . ............ . 18 . .. . . ............ . . ~. . ..... .. , .:.::.: . . ..... . . ... . ·····•· .. • 19 .. ··•··· ........ .......... .. . ............................ . . ... ·:· ... ·.:·. ·-·--,:·.:·.:·· .".::::· ·:· ... :::· ....... ·····:. :·.:.:::·· . .................... . 20 . ..... . ·.:·.:· ....... . .. ... . ········ I --2--- 3 4 5 6 7 8 9 10 ........ . ... ··:::.:: ... : ..... . ······· ... ··• ...... . . ............... . ...... . ............. . .. ..... ··::~:.-·:. :.-.... :.-::: ... .-. . ... · ..... -..... :.:.: .... :·· ..... ,, .... 21 STORM DRAIN DATA DELTA/BEARING N 1318'59" W ,1 87V8C8 N .,.,... • ..,,4 ~ ,,,. F N 10'28'06" W N 10'28'06" W N 06'28'29" W N 83'3/ :JI £ N 83'31 '31 • £ N 83'31'31 £ RADIUS 2250' *WATER-1/CHT JOINTS LENGTH 55.72 " Z, tz = 13,1.,18' 165.73 20257 135.00' 109.99 REMARKS l?Qt..R' 4/f RCP N 1350 0 • 48" RCP N 1350-0 * 48" RCP N 1350 0 * 48" RCP ~ 1350 0 * **US£ 4' S£Cl/ONS 8fl£L£0 5' AT 80TH £NOS ' ' o' 10' 'f 20' SCALE: 1" = 40' I 40' E)(fSllN6 RANCHO SANTA FE ROAO ll,IPROl,£1,/ENTS PER OWG. No. 368-2 SEE OWG. No. 409-4C FOR GRAOIN<l PLANS CAUTION II CONTRACTOR TO vf.'RIFY THE EXACT LOCA llON OF E)(fSllN6 1/llUllES IN THE REW PRIOR TO CONSTRVCllON! BUILT" TIMOTHY 0. CARROLL, JR. RCE 55381 EXP. 12/31/14 REVIEWED BY: S:/.M~~ ... r:eso..,__ __ _ INpPECTOR DATE 1/..~LJL DATE CITY OF CARLSBAD ENGINEERING DEPARTMENT PIJBLIC STORl,f DRAIN PLAN FOR: LA COSTA TOWN SOI/ARE COIJIJERCIAL STORM ORAIN ;t' c.r. 01-09 0/F,...~ DESIGNED BY: A.M,, B.R. DATE: JANUARY 2012 PROJECT MGR,~· ~T=,C~. _ JOB NO.: 101290-04 CONSULTANT-s--,-------------1~~~~~0~-~+~~r~+~;A~5~-~B~V~/l~,==~~~------+--~-~~~~~:;;-J 2710 Lokor Avoo"' West CM Eogioe,dog ENGINEER OF WORK: Sl?>/1:3 TC. /z.\ REV/Sf: STORM DRAIN W7IJ?J G:,l;f' AP~: x'EN~Az1'2<1 CITY NGINEER PE 41204 EXPIRES 3/31/13 -11).13-j@_ Suite 100 Planning Corls:bad, California 92010 Processing)! ------, c~ fl\ 760·931-7700 s""""' ..---::;: . DATE·. 1. f..,c./.~ DATE INITIAL Fox: 760-931-8680 ~C..-'i/ / .J oooycoo,,ltoot,.oom TIMOTHY O, CARROLL, JR. RCE: 55381 ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DATE DWN BY: CHKD BY: RVWD BY: wJ PROJECT NO. 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' ....... ·:·:·: ....... :.: . •······ ....... 29 \ t27"SBS"Z ~H \"IIA<Yl-03747. . ..... . ...... . .:::· .. :· ..... ·.:· ................. . . ..... ..... . .. . : :.:.: .. · ..... . . ······ ....... ······· . .............. . . ..... .......... .. 1: .. : . ..... . . ....... . • ••..• ··: ••··· ! .~:·:.:·." ..........• :·.: •.. 1· _-· :· • . ........ ····· ..... . ........ ...... . ······· ······· ··.:·:.·:.· . ..... ·I······ ....... · ..... .. ··)· ........... . . ..... . •...... _. ...... ······ ······ ·····••I••···. . ..... . ..... . .:·::·.: ···::.:· ..... •I··_-·.::·::···:··:··_-·--········ . ...... ·.: ··:: . :.:: . ··.: ·::. ·.:·::·:. .. .......... ~·.: .. . JO STORM DRAIN DATA (NQ, DELTA/BEARING RADIUS LENGTH REMARKS . ~·:: ... ::: . ·.:··:· . .......... . . ....... . .. ····· . I 113.52' (;J\ 36 RCP N 1350 0 * l/ T'l1""H'?O'" Ill 11 z1z.1.;,o n R=90' 43.95 /89.35 5"4,"1-tJ "?r ,,.,., =ur , 48" ,1_2-,• RCP N 1350-0 * ** qe,'•J.?:, RCP ~ 1350 0 ~ L@"-W RCP ~ 1350 0 * ** I ~~-<----,_____,,_ 3 4 5 fi 1 8 9 L1 ;' f"§J'tJ" N 06'28,!5" W L1 -2t 'J0'20'" N 40'4/'76' W N 40'41 ,!6' W N 25'20'56' W N 1J'09JO" £ 14.19' J0.82' 22.04' IJ/,35' 48 RCP ~ 1350-0 • 54'' RcP~t?>50-D l o' 10· 40• ? 20' I SCALE: 1" = 40' * WA TER-llCHT JOINTS **US£ 8' S£C170NS BEVELED 5' AT ON£ £NO SEE Olff7. No, -I09-4C FOR CRAOING PLANS C4/JTION II CONTRACTOR TO 1£1?/FY THE EXACT LOCA TlON OF EX/SllNC llllUTlES IN THE REW PRIOR TO CONSTRl/CllONI "AS BUILT" TIM~AQ£. RCE 55381 EXP. 12/31/14 DATE PLAN -STORM DRAIN LINE REVIEWED BY: <1cl!c_~J.,,.,_=..,_a __ _ SCALE: 1 • = 40' x/llJ1~<-DATE 1~ficToR l----t---+----------+----+----l---1----1 ~I S~HE~ET=..'.l =C=IT=Y::::::::::::::O=F:::::::::::::::C=AR====lS=B=AD==..'.l==:"~I ~ ENGINEERING DEPARTMENT '.&. J M SCALE·. 1" = 40' DRAWN BY: .S. G. . 0,/~~ DESIGNED BY: A.M., B.R. DATE: JANUARY 2012 PROJECT MGR.:~-T-~C·~-JOB NO.: 101290-04 l----+---+--------------------1-----1----1-----l----l CONSULTANT~s--r-------------~ 27 t O Loker Avenue West Suite 100 C,:;irlsbod, California 92010 760-931-7700 Fox: 760-931-8660 OOoyConsultonls.com Cl\111 Engineering Plann!ng Processing Surveying ENGINEER OF WORK: ~cg TIMOTHY 0. CARROLL, JR. %"I.> 7C,.. sli,' I" TC- DATE: IO/,z'lla. ,__DA_T_E~_IN_rn_A_L_., RCE: 55381 ENGINEER OF WORK 115 -/!,U/1.T 12-\ REVIS£ STORM DRAIN REVISION DESCRIPTION I: \001017\_Commerciol\lmprovernenl\1090Nl25-SDR.dwg Oct 01, 2012 4; 36prn Xrefs: l090NI; 1090NSIR; 1090NUfl; 10177UTL; 1090NGRD; 1090NMAP; 1090NPRO-SDR; 101/TPOt; 1090NGRD-OS DATE INrnAL DA TE INrnAL Ol}IER APPROVAL CITY APPROVAL P/J8UC STORM DRAIN PLAN FOR: LA COSTA TOWN SQ/JAR£ COMMERCIAL STORM ORAIN ;i' C.T. 01-09 APP?',#D:f.,SU,.· YM,SKI ~ _ ~'1...~-~•-----_11)'21/J.L CITY ENGINEER PE 41204 EXPIRES 3/31/13 DATE DWN BY: CHKD BY: c:-uJ RVWD BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4 073013 121812 G20 2 ... \/20-1 TYPICAL CLOSING OF HALF ROADwAY R-0-'I!" I )Nf srnrnALK \/4-c'CI l l \/20-S(L T) \/20 1 TA?[R L (S[[ TABLE D PARKING/BIKE LANE TAPER L (SEE T ~ BL F I) :m[El NAME L LI Le RUFFER ...,_ 12' MnJ, ...-CLEAR L3 L3 L3 ADVANCE \/ARNI% SIG~S (SEE TABI f_ ,i+- ADVANCE \/AR~l~G SIG~S (SEE TABLE 3) L L3 Ls Is ,½L1 • • • • \/4-c''.RTl \Jl-3 OR \/1-4 AND \./3-1 • • • • • • • • • • • • • • • • • • ... 12' MIN, CLEA,, [30(CA) •➔ t O • ~ • -.•·c-:·:~•.••. i,;,._;. .•' ,...._ .. ~;:l'i.'-:.:.~1 --~ ~~ ·~-.!:•Y ,.;:.• • ..it:.:,,; •· •'. -,,,,_: • • • • • • , .. -~-- ----r,,~.---.---_• 0 ~ C 30 (CA) t ,. .. ~ r- C30([A) \./1-:J IIN 0 ... ... \Jl-4 ANJ \,/3-1 PARl<ING/BIKE LA~E SID['IIIAI K R9-9 R-0-V LINE (D TEMPORARY 'ND CARKINGrO\J A\/AY' ZONE (D IF □UT,JDC: LANE IS A PARKING LANE T~EN TEMPORARY "NO PARKING/TO',' .A\/AY' SIGNS ARE TD EE POSTED PER TRAFFIC [nNI ~Ill NOTE 4. TYPICAL LANE AND SHOULDER CLOSURE ~-LJ-\J LJNL G20-2 NOT El SCALF STREEl NAME (i) -EMP□RARY '110 PARKING1TO\/ A\/AY' ZOl,E \/20 1 G?O? ' 1,i?J 5 \/20 1 . SJJEVALK ~ • • _f VJRK AREA1//,I . . 0 r..RKJ\IG/EIKE UN[ • • I I CuRB 12' MIN I TAPER -'J L, L3 La +-CLEAR I CSEE TABLE DADVAl1CE \./ARNING SIGNS (SEE TABLE 3) +- ;, RH I 11.\M[ +-... TAPER L: L2 ... <SE[ TABLE : DUff[R ADVANCE \/ARNING SIGNS '.SEE TABI E : ) )s L1 ;, .. • . ~. • • • • • • • • • • • ... L3 L3 . L3 t 1/JiJcf 11'!1 • ... ' • . • C30(CA) • • • I" I" I" • PARKJSG/BII([ LANE + ///////// • ~ • • • \/20-1 \,/20-'.J(RT) \/4-2CRJ; SIDEVALK G20-2 CURB - -- - R-J-w' LIN£ ---- • -,-, NOT TO S'.".!li, F (D TEMPJRARY ND PARK[%/ 0\./ A\JAY Z □N[ G20-2 +- (D T JUTSIDE LANE IS A rARKING LANE THEN TE~P □RARY 'NJ PARKING/TC\./ A\/AY' SIG~S ARE TJ BE P!I, If 11 Pf~ TRAff!C CONT,□L NTTE 4. .\IN/1 NMR TYPICAL LANE CLOSURE wITH REVERSIBLE CONTROL 100' MAX 3lJFFER, I;> 12 MlN, CLEAR C9A(CA) ',12D-4 • • • • • • • ADVAt-.CE 1,,'ARNlNfi Slfil~S (SEE l AIJL[ J) ... ADVANCE \/ARNIN:i SJLNS (Sll TABLE 1) • • • • • • • ~ C30CCAl • • • • • • • • • • • • • • \./20-4 CSA(CA) N[T Tn Sr.Al_[ -EMP □RARY 'NO "ARKING' /TO',i A'wAY' ZONE (]YP) • • ... • TYPICAL SIDEwALI< CLOSURE -- \/20-1 • G20-2 LEGEND -DIRECTION OF TRAVEL t • == DIRECTION OF TRAVEL DIRECTION OF TRAVEL -CONSTRUCTION SIGN -TRAFFIC CONE/DELINEAT -FLASHING ARROW SIGN OR -- • • 0 .- = 10 DETAIL 24" 6" 7" 2" 3" 3" 2" I ----- <t. I/ I R5-Jlo 7" ::;"R 10"R 1 "R R9-9 R9-9 SIDE,ALK ~-U-'w L:NE R9-lln i'J□T TC SCAI t CONSTRUCTION CONTRACTOR AGREES TI-IA T IN ACCORDANCE wrn-t GENERALL y ACCEPlED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR \',ILL BE REQUIRED TO ASSUME SOLE AND COMPLElE RESPONSIBILITY FOR JOB Silt CONDITIONS DURING TI-IE COURSE OF CONSTRUCTION OF TI-IE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, TI-IAT TI-IIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMllED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTI-IER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PRITTSSIONAL HARMLESS ffiOM ANY AND ALL LIABILITY, REAL OR ALI.EGED, IN CONNECTION WITI-1 PERFORMANCE OF WORK ON TI-IIS PROJECT, EXCEPTING LIABILITY ARISING ffiOM lHE SOLE NEGLIGENCE OF DESIGN PRITTSSIONAL UNAUTI-IORIZED CHANGES & USES K-RAIL CAUTION: (CONCRETE BARRIER TYPE 50) lHE ENGINEER PREPARING lHESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUlHORIZED CHANGES TO OR USES OF lHESE PLANS. All CHANGES TO lHE lrlrn_l_S_P_L_A_N_SH_E_E_T_IS_A_C_C_U_R_A_TE_F_O_R_S_T_A_G_E_C_O_N_S_TR_U_C.,...TI_O_N_W_O_R_K_O_N_L_Y.,I' ~~~~ MUST BE IN WRITING ~ND ~ST BE APPROVED BY TI-IE PREPARER OF TI-IESE DRAWING FlLE ~ME: 209-TC-01_C U.S.A. I. 000209 8-14-12 RT [ PLOT DATE: 9-21-12 (Mylar) ] . TRAFFIC CONTROL NOTES 1. WORK HOURS TO BE RESTRIClED TO 8: 30 a.m. TO J: 30 p.m. UNL£SS APPROVED OlHER'MSE. 2. PEDESlRlAN CONTROLS 'MLL BE PR0\1DED AS SHOWN. J. PEDESTRIANS SHAU. BE PROTEClED FROM ENTERING 1HE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, IHSTALLED, AND MAINTAINED TO 1HE SATISFACTION IS lHE CITY ENGINEER. 4. TEMPORARY "NO PARKING/TOW AWAY" SIGNS STATING 1HE DATE AND TIME IS PROHIBITION 'Mll BE POS'JEO 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POUCE DISPATCH AT 931-2197 TO VALIDATE POSTING. 5. ACCESS 'Mll BE MAINTAINED TO All DRl"1':WA YS UNL£SS OlHER ARRANGEMENTS ARE MADE. 6. TRENCHES MUST BE BACKFlLLED OR Pl.A 1ED DURING NON-WORKING HOURS UNL£SS K-RAIL BARRIERS ARE PR0\1DED. K-RAIL IS APPROVED ON1. Y WHEN SPECIFlCALL Y SHOWN ON lHE APPROVED TRAFFIC CONlROL PLAN. Pl.A TES SHALL HA VE Cl£A TS AND COLD MIX AT lHE EDGES AS APPROVED BY CITY INSPECTOR. 7. STRIPING Will BE REPLACED BY lHE CONTRACTOR WllHIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK lHAT DISlURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHAU. BE COORDINA 1ED 'MTH 11£ CITY CF CARLSBAD. CONTACT STREET Dl\1SION AT {760) 434-2937 72 HOURS PRIOR TO COMMENCING WORK. 9. TRAFFIC SIGNALS SHAU. REMAIN FULLY AClUA 1ED AT AU. TIMES, UNL£SS OlHER\\ISE APPROVED BY lHE CllY ENGINEER OR HIS REPRESENTATI\€. F TRAFFIC SIGNAL LOOP DElECTORS ARE RENDERED INOPERATIVE BY lHE PR<POSED WORK. \10EO DElECTION SHALL BE USED TO PR0\1DE AClUA TION. 10. fl.AGGERS SHALL BE EQUIPPED \\llH A 111-llTE HARD HAT, AN ORANGE "1':ST, AND A 'STOP /SI.OVf PADDLE ON A 5 FOOT STAFI'. 11. AU. TRAFFIC CONTROL DE\1CES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER 'M'IK, BY TI£ CONTRACTOR. 12. All TRAFFIC CONTROL SHALL BE IN ACCORDANCE 111TH lHE FEDERAL HIGHWAY ADMINISTRATION (FHWA} MANUAL ON UNFORM TRAFFIC CONTROL DE\1CES (MUTCD) 2003 ED!TlON AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT. 13. TRAFFIC CONTROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE CF lHE WORK IN 11£ DETAIL, FORMAT, AND QUALITY I1.LUSTRA 1ED ON lHIS SHEET. 14. All TRAFFIC CONTROL OE\1CES SHALL BE REMOVED FROM \1EW OR C0\1:RED ~ NOT IN USE. 15. lHE CITY ENGINEER OR HIS REPRESENTATIVE HAS THE AUlHORITY TO INITlAlE FJELD CHANGES TO INSURE PUBLIC SAFETY. 18. All WORK AFFECTING BUS STOPS SHALL BE COORDINAlED 111TH NORTH COUNTY TRANSIT DISTRICT. CONTRACTOR SHAU. CAil. NCTD AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE IS STARTING WORK. 17. CHANGEABIL MESSAGE SIGNS SHALL BE USED IN ADVANCE IS TRAFFIC CONTROL ON t.lAJOR AND PRIME ARlmlALS, UNL£SS OlHER\\ISE APPRO'i[J). lHESE SIGNS SHAU. BE SHOI\N ON lHE TRAFFIC CONTROL PLAN. 18. CONTRACTOR SHAU. NOTlfY NORTH COUNTY TRANSIT (967-2828) AT LEAST lHREE (3) WORKING DAYS PRIOR TO ANY CONSTRUCTION OR TRAFFIC AFFECTING BUS STOPS. 36"X36" W11-1 24"X30" SHARE THE ROAD W16-1 30"X30" C30(CA) 36"X36" W20-5(R) 36"X36" W4-2(R) 24"x30" KEEP • RIGHT R4-7a SIGNAGE NOTES 1. AT LEAST ON PERSON SHAU. BE ASSIGNED TO FULL TIME MAINTENANCE CF TRAFFIC CONTROL DE\1CES ON AU. NIGHT LANE CLOSURE. 2. AU. WARNING SIGNS FDR NIGHT LANE CLOSURES SHALL BE IU.UMINA 1ED OR REflfCTORIZED AS SPECIFIED IN TI£ SPECIFlCA TIONS. J. AU. ADVANCE WARNING SIGN INSTAIJ.ATIONS SHALL BE EQUIPPED WITH R.AGS FOR DAYTIME CLOSURES CF AU. MAJOR AND PRIME ARlmlALS. fl.ASHING BEACONS SHAU. BE USED DURING NIGHT LANE CLOSURES. 4. A G20-2 "END ROAD WORK" SIGN SHALL BE PLACED AT THE END CE THE LANE CLOSURE UNL£SS lHE END IS lHE WORK AREA IS OB\10US, OR ENDS 'MlHIN A LARGER PRO.ECT LIMITS. 5. AU. CONES USED FOR NIGHT LANE CLOSURES SHALL BE I1.LUMINA 1ED TRAFFIC CONES OR FITTED WITH 13• REFLECTIVE SI.EE\£S. 6. fl.ASHING ARROW SIGNS SHAU. BE USED PER FHWA MUTCO 2003 EDITION AS AMENDED BY lHE IAUTCO 2003 CALIFORNIA SUPPLEMENT. SILENT TYPE SHAU. BE USED IN RESIDENTIAL AREAS. 7. lHE IAAXIMUM SPACING BET'M:EH CONES IN A TAPER OR A TANGENT SHAU. BE APPROXIMAlRY AS SHOWN IN TABLE 1. 8. ADD!TlDNAL ADVANCE Fl.AGGERS SHALL BE REQUIRED WHEN TRAFFIC QUEUES DEIROP. A.AGGER STATIONS FOR WORK AT NIGHT SHALL BE ILLUt.llNAlED AS AS NOlED IN SECTION 6G.20 CE lHE IAUTCO. 9. PLACE C30 (CA} "LANE CLOSED" SIGN AT 500'-1000' INTERVALS THROUGHOUT EXTENDED \\ORI! AREAS. 10. ALL REQUIRED SIGNS lHAT ARE TO BE LEFT IN PLACE 0\1:R A WEEKEND OR HOUDAY SHALL BE POST MOUNlED. 11. CONSTRUCTION AREA TRAFFIC CONTROL DEVICES SHAU. MEET lHE PROVISIONS CF SECTION 12 CF 11£ MOST RECENT EDITION CE lHE CAI.TRANS STANDARD SPECIFICATIONS. I. 1. 11. 1. 2. 111. A. B. MAINTAINING TRA!tFIC A four-foot wide pedestrian access shaU be provided and maintained in accordance with section 7-10.1 of the standard specifications. MAINTAINING CONSTRUCTION DEl-OUR The contractor shall be responsible fOf' maintaining all safety devices such as barricades, dellneatoni, and signs in good condition and properly placed as required by the traffic control plan at his expense. The name of the agency who owns the traffic control safety devices shall be noted on each device. RESTORING TRAFFIC All traffic lanes must be restored to vaf(lc after the allowed work hours. Excavations within the roadway or within slx (6) feet of traffic lanes in which work cannot be completed in one working day must be secured overnight in one of two alternate methods listed below as paragraphs A, AND B. The excavation must be bock filled wit~ compacted soil and a temporary patch of cold mix asphalt pl11ced over it. Steel plating or similar material of ~ufflqient thickness to withstand vehicular traffic must be placed over the excavation. The plating must be secured with fa~teners and must have a cold mix asphalt ramp around the edge of the plating. C. 1h11 contractor Is responsibl11 for restoring the rood back to satisfactory condition which will includs, but is not limited to, paving, striping, markings, signing, and loop detection. 36"X18" END ROAD WORK G20-2 36"X36" C30 (CA) (MOD.) 30" x30" R9-3a W4-2(L) 36"X36" W20-5(L) 24"X24" R3-18 TABLE 1: TAPER LENGTH, L1 UINIIAUM MINIMUM MAXIMUM MAXIUUM APPROACH TAPER LENGTH NUMBER IS SPACING IS SPACIHG CE SPEED CONES FOR CONES ALOHG CONES ALONG (M.P.H.) L (1) TAPER (1) TAPER TANGENT (FEEl) :I: (FEEl) :I: • 25 125 8 25 50 30 180 7 30 60 35 245 8 35 70 40 320 9 40 80 45 540 1J 45 90 50 600 13 50 100 55 660 13 55 110 60 720 13 60 120 BASED ON 12 FOOT 'MOE 1..ANE. lHIS COLUUN IS ALSO APPROPRIATE FOR LANE WIDlHS L£SS lHAN 12 FEET. 18"X18" 0M1-3 YELLOW REFLECTIVE SHEETING 48"X30" ROAD CLOSED R11-2 -TABLE 2: BUFFER SPACING, L2 APPROACH LONGllUDINAL SPEED BUFFER SPACE (M.P.H.) L 2 {FEEl):1: 25 155 30 200 35 250 40 305 45 360 50 425 55 495 60 570 • SEE MUTCD TABLE 6E-101 FOR SUSTAINED D9v.tiGRAllES STEEPER lHAN 3,S AND LONGER lHAN 1 MILE. TABLE 3: SIGN SPACING, LJ APPROACH MINIMUM DISTANCE IN FEET L~ SPEED BET'M:IN • FROM LAST • SIGNS SIGN TO TAPER L£SS lHAN 25 100 100 25 TO 40 350 350 GREATER lHAN 40 500 500 • EXACT SPACING MAY VARY DUE TO FlEU) CONDITION I fsHml I CITY OF CARLSBAD 11 SHEETS I J---+---+--------------+-------+--1---+---I l_1§_j. ENGINEf.RINO DEPAR1MENT . 52 J----+--t----------------+---+--+---+---1 OVIDED BY: O'DAY CONSULTANTS TRAFFIC C0~1ROL DESIGN BY: RBAN SYS'{EMS ASSOCIATES, INC. ./540 KE:AR/IY VILLA ROAD, SU/TF 106 SAN DIEGO, Cl~ 9212,J, (858) 560-4911 © ' ~/ij.1 ' ANDREW P. SCHLAEFLI -r.[. /930 DATE DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLAN FOR: LA COSTA AVENUE AND RANCHO SAl(TA FE ROAD APPROVED: I I LEGEND• • = DELINEATOR/CONE ~ = SIGN 1»>1 = FLASHING ARROW SIGN > .. = DIRECTION OF TRAVEL ~ ++ = TYPE Ill BARRICADE ~ = WORK AREA -- ~ f I X 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 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 t t, ' ' ' I I I I I ' I I I I I I I I I ' ' ' I I I I I I I I I I I I I I ' ' ' ' ' I I I I I ' I I I I I @ -' ' ' ' -- --==.::---\ ~~, ---+------L ____ __J J :i :J ~I~ I I ' I ' I t; t; t ! / I I I I I I I I I I I - I I , I ,___ - 11 I I 12 . - - -{ f - 36"X18" END I ROAD WORKI G20-2 l o / _,.,.--------. • / T" ---~"-- •' ' ·, 36"X36" ROAD WORK AHEAD W2D-1 WORK HOURS 8:30 AM T03:3O PM WORK DATES TO ----- {TO BE DffiRMINED UPON TRAFFIC CONTROL ISSUANCE) 3D"X30" I STAGE 1 TRAFFIC ON EXISTING ROAD CONSTRUCT CURB/GUTTER ON NORTH SIDE OF LA COSTA AVE. WORK '.F EA 30"X3D" .. .. • • DJ r =:> BIKE LA.NE CLOSED C 30 (CA) (MOD.) • TYPE Ill BARRICADE WITH TYPE OM1-3 YELLOW REFLECTIVE $HEETING AND R11-2 SIGNS (TYPICAL) j • • --....J rn ---- - -------- - ---- • --- '( "" "( "" 'i' ~ "( 1t .. D • CONES 45' MAX. SPACING (TYPICAL) BIKE LANE CLOSED 1 ~ C 30 (CA) ~ ~ \ WORK AREA--...._ (MOD.) --'7'. -=---"::. ~ ;_ --:~~ \§~~~~r~~;::=:::::=--0-~~ • '-' I \. • ' '4' \vl\N: ~ ~ ___ -----t-t1-~-:-, -M-IN-. -----_--_--·------• -~-_ _ __ ___ ----t 'M ~ y a '· . • i( ROAD WORK AHEAD W2D-1 -- rm 131 I 1_ ----- ------. =--==-~-~· ~-==-==~-'~c~~~~~~~-~~~~~~-=-: g _-_:;-- -7 r ---1--ll--/ ==="'7':--=----*·'-~--::-r-;; ,, CJ ' " \ \ LA COSTA AVE. ---- I @= SIGNALIZED INTERSECTION I I I I I I I I I RAN:110 'SANTA FE I RD. CONSlRUCTION CONlRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPlED CONSlRUCTION PRACTICES, CONSlRUCTION CONlRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPL£TE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSlRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT lHIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSlRUCTION CONlRACTOR FURlHER AGREES TO DEFEND, INDEMNIFY AND HOI.O DESIGN PROFESSIONAL HARML£SS FROf.l ANY AND ALL LIABILITY, REAL OR ALL£GED, IN CONNECTION WllH PERFORMANCE OF WORK ON THIS PRO..ECT, EXCEPTING LIABILITY ARISING FROM lHE SOL£ NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTI-IORIZED CHANGES & USES CAUTION: THE ENGINEER PREP ARING lHESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUlHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO lHE PLANS MUST BE IN WRITING AND MUST BE APPROI/ED BY THE PREPARER OF THESE PLANS. In-us PLAN SHEET 1s ACCURATE FOR STAGE coNsTRuc110N WORK ONLY I DRA~NG FILE N/\_ME: 209-TC-02_C U.S.A. I. 000209 8-14-12 RT MV [ PLOT DATE: 9-21-12 (Mylar) ] ~~~ PROVIDED BY: D'DAY CONSULTANTS "'Q~ TRAFFIC CONlROL DESIGN BY: SCALE: 1"=40' 0 20 40 t----+-----,t---------------+---+---+----+----1 ~] I Citt~~NGC~~JrAD I LR] TRAFFIC CONTROL PLAN FOR: I.A COSTA AVENUE I~ !f YR011911 ~ 'it, URBAN SYSTEMS ASSOCIATES, INC. 2, 4540 KEARNY VILLA ROAD~ SUIT£ 106 EXP-~~• I> SAN DIEGO, CA 9212~. (858} 560-4911 @ APPROVED:& y 'J,/.,, .../}, ,/_ GLEN K VAl)I PESKI ~~•~,,, , i . ~, 111z1.1tz. ..._..-.,, " SENIOR CIVI[ ENGINEER PE 41204 EXPIRES 3/31 /1 l 'DA TE ~ ~'/ ~~ · ~vA ~=oA=n:==:=1N=rn:A=L:=============================:=0 A=n:==:=1N:rn=AL=::0=An::=:=1N:,n=A~L g~0 BJY: dvJ PROJECT NO. DRAWING No. ANDREW P. SCHLAEFLI -T.f. /930 DATE ENGINEER (J'" WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 01-09 409-4 LEGEND, • = DEUNEATOR/CONE ~ = SIGN ~ = FLASHING ARROW SIGN ; • = DIRECTION OF TRAVEL "" ++ ~ TYPE Ill BARRICADE ~ = WORK AREA 30"X30" CONSTRUCTION CONTRACTOR AGREES TI-lAT IN ACCORDANCE 'MTH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR Will BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING TI-lE COURSE Of CONSTRUCTION OF THE PROJECT, INCLUDING SAF£TY OF ALL PERSONS AND PROPERTY, THAT TI-llS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTI-lER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE Of WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM TI-lE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTI-IORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WIU. NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES Of THESE PLANS. AU. CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER Of THESE PLANS. !THIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLY I DRAWING FILE NAME: 209-TC-03_C U.S.A. I. 000209 8-14-12 AT, MV CONES 45' MAX. SPACING {TYPICAL) ( PLOT DATE: 9-21-12 (Mylar) ] WORK HOURS 8:30 AM T03:30 PM WORK DATES TO (TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE) 30"X30" STOP ' ( I ' t I ' I ! 1 I I 11 I I I I I I I I w 36"X18" 1:2 5 END I I Ii / 8 ~ ROAD WORK "' ::::I / 1 I ' 36"X36" G20-2 ' I / I ' :' I i I I I i CALLE TIM/TEO W20-1 R0"1DED BY: O'DAY CONSULTANTS TRAFFIC CONTROL DESIGN BY: · URBAN SYSTEMS ASSOCIATES, INC. 4540 KEARNY YIU.A ROAD, SUIT£ 706 30"X30" 30"X30" C 30 (CA) (MOD.) STAGE 1 TRAFFIC ON EXISTING ROAD CONSTRUCT CURB/GUTTER ON NORTH SIDE OF LA COSTA AVE. SCALE: 1 "= 40' o 20 40 fsHml I CITY OF CARLSBAD 11 SHEETS I 1-----+---+--------------+---+--t-----+---1 L1§._j. ENGINEERING DEPARlMENT . 52 TRAFFIC CONTROL PLAN FOR: lA COSTA AVENUE I ~, ~ ... ", SAN DIE~O. CA 92125• (858) 560-4911 @ lf---t-----+----------------+----t-----+---+1-----1 APPROVED~. .._; A./ GLEN K VA~ P~SKI £ ~ 11/ut,z SE--NI-OR-CI-VIL4 ""'N...,Gl=NEL-E~R _,_P_E "-'41::...20_,4,__,E...,X""P1R'-'E:.1..S_3_3_1 _1_3 'DA TE lf---it-----+----------------+----t-----+---il----1 ,°':...::~~~~~~'.ffe-~~ ~(dz.. T.£. /930 DA TE DA TE INITIAL ENGINEER Of WORK REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL D11-iER APPROVAL CITY APPROVAL DWN BY: ---+-CHKD BY: C:W RVWO BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4 LEGEND• • ~ ~ ; • "' ++ ~ = DEUNEATOR/CONE = SIGN ,. FLASHING ARROW SIGN = DIRECTION OF TRAVEL "' TYPE Ill BARRICADE = WORK AREA WORK ARE 30"X30" C 30 (CA) (MOD.) 145 ~ -~-----\-~ ~ _.-\ ~ 36"X1B" END ROAD WORK I TO 5TO ~ ' I G20-2 I I l I CAMINO D CONSTRUCTION CONTRACTOR AGREES lHAT IN ACCORDANCE WllH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING lHE COURSE OF CONSTRUCTION OF lHE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, lHAT lHIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUS!.. Y AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONlRACTOR FURlHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WllH PERFORMANCE OF WORK ON lHIS PROJe:CT, EXCEPTING LIABILITY ARISING FROM lHE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUll-lORIZED CHANGES & USES CAUTION: THE ENGINEER PREP ARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF lHESE PLANS. ALL CHANGES TO lHE PLANS MUST BE IN WRlllNG AND MUST BE APPROv£D BY lHE PREPARER OF lHESE PLANS. !THIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONL y I -------- 1 36"X36" W20-1 36"X36" W11-1 24"X30" ~ W16-1 DRAWING FILE NAME: 209-TC-04_C U.S.A. I. 000209 8-14-12 AT, MY [ PLOT DATE: 9-21-12 (Mylar) ] CONES 45' MAX. SPACING (TYPICAL) WORK HOURS 8:30 AM TO 3:30 PM WORK DATES TO (TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE) ----- 500' PROVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL DESIGN BY: URBAN SYSTEMS ASSOCIATES, INC. 4540 KEARNY Vil.LA ROAO, SUIT£ 106 SAN D1/CGO, CA 9212.J, (858) 580-4911 © 36"X36" 36"X18" ENO ROAD WORK G20-2 36"X36" W20-1 STAGE 1 TRAFFIC ON EXISTING ROAD CONSTRUCT CURB/GUTTER ON NORTH SIDE OF LA COSTA AVE. SCALE: 1"=40' o 20 40 - fSHml I CITY OF CARLSBAD 11 SHEETS I i-----t-------1---------------+---+--1----+---~. ENGINEERING DEPARTMENT . 52 i-------;------------------+---+--+---+-------1 TRAFFIC CONTROL PLAN FOR: I.A COSTA AV£Nfl£ LEGEND• • = DELINEATOR/CONE ~ = SIGN 1)))1 a Fl.ASHING ARROW SIGN ., -•► = DIRECTION OF TRA \/EL "l,- ++ = TYPE Ill BARRICADE ~ a WORK AREA 36"X18" END ROAD WORK G20-2 36"X36" ~llil I.Al( a.m N[II) W20-5(R) 36"X36" W4-2(R) -- 36"X36" ROAD WORK AHEAD W20-1 ------------------;i-I --I ____________________ _,, --+t===1•i:==~t====lt==-1----1-, _-__,-c,t====±l=============================t~t--=---=---=---=---=---=---=---=---=---=---=---=---=-~tit_--=---=---=---=---=---=---=---=---=----------------------:.-;.-_- ---'_ '_ ----------_ ".'_ -------------------".' --------------------. -- .... • .,~ .. ..,t>-• J, 36"X36" ROAD WORK AHEAD W20-1 • • 36"X36" W11-1 24"X30" SHARE TiiE ROAD W16-1 CONSlRUCTION CONlRACTOR AGREES lliAT IN ACCORDANCE Willi GENERALLY ACCEPlED CONSlRUCTION PRACTICES, CONSlRUCTION CONlRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SllE CONDITIONS DURING lliE COURSE OF CONSlRUCTION OF lliE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT llilS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LANE CLOSED C30(CA) @= SIGNALIZED INTERSECTION 36"X18" I END ROAD WORK G20-2 --- ---- WORK HOURS 8:30 AM T03:30 PM WORK DATES TO ----- (TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE) ij • ' r ' I V 1 j LA COSTA ' I ' I -, I ' 0 :5 >-, <( • r~ o I g X I I : I I-\'--'-----' AYE. ~ 36"X18" END ROAD WORK G20-2 W11-1 24"X30" [;!] W16-1 36"X36" ROAD WORK AHEAD W20-1 30"X30" LANE CLOSED C30(CA) 30"X30" LANE CLOSED C30(CA) STAGE 2 TRAFFIC ON EXISTING ROAD CONSTRUCT CURB/GUTTER ON SOUTH SIDE OF RANCHO SANTA FE RD. CONES 50' MAX. SPACING (TYPICAL) I j SCALE: 1 "=40' 0 20 40 LIMITED TO NORMAL WORKING HOURS, AND CONSlRUCTION CONlRACTOR FURlliER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL fsiml I CITY OF CARLSBAD 11 ~EETS I r----+---+---------------+----+---1--+---l UQJ. ENGINEERING DEPARTMENT . 52 l----+--1-----------------1---+--l---...+---I LIABILITY, REAL OR ALLEGED, IN CONNECTION Willi PERFORMANCE OF WORK ON llilS PROJECT, EXCEPTING LIABILITY ARISING FROM 11-IE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTI-IORIZED CHANGES & USES CAUTION: lliE ENGINEER PREPARING lliESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUlliORIZED CHANGES TO OR USES OF lliESE PLANS. ALL CHANGES TO lliE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY lliE PREPARER OF lliESE PLANS. lll·IIS PLAN SHEET IS A CCU RA TE FOR ST AGE CONSTRUCTION WORK ONL y I DRAWING FILE N[',ME: 209-TC-05_C U.S.A. I. 000409 8-14-12 AT, MV [ PLOT DATE: 9-21-12 (Mylar) ] PR0\1DED BY: O'DAY CONSULTANTS TRAFFIC CONTROL DESIGN BY: RBAN SYSTEMS ASSOCIATES, INC. 4540 KEARNY VILLA ROAD, SUJTE 106 SAN D/£GO. CA 9212~ (858) 56D-49rJ © TRAFFIC CONTROL PLAN FOR: RANCHO SANTA FE HOAO LEGEND• • -DELINEATOR/CONE ~ = SIGN i»>i = FLASHING ARROW SIGN ;-.. = DIRECTION OF TRAVEL "\,, ++ = TYPE Ill BARRICADE ~ -WORK AREA 30"X30" C30{CA) CONSTRUCTION CONTRACTOR AGREES lHAT IN ACCORDANCE WllH GENERALLY ACCEPlED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIREO TO ASSUME SOLE AND COMPl.£1E RESPONSIBILITY FOR JOEi SITE CONDITIONS DURING lHE COURSE OF CONSTRUCTION OF lHE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, lHAT lHIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY ANO NOT BE LIMITEO TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FURlHER AGREES TO DEFEND, INDEMNIFY ANO HOLD DESIGN PROFESSIONAL HARMLESS FROM AflY AflD ALL LIABILITY, REAL OR ALLEGEO, IN CONNECTION WllH PERFORMANCE OF WORK ON lHIS PROJECT, EXCEPTING LIABILITY ARISING FROIA lHE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTI-IORIZED CHANGES & USES CAUTION: lHE ENGINEER PREP ARING lHESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF lHESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONES 50' MAX. SPACING (TYPICAL) In-us PLAN SHEET 1s ACCURATE FOR STAGE cONsmuc11ON WORK ONLY I DRAWING FILE N[\.ME: 209-TC-06_C U.S.A. I. 000409 8-14-12 AT, MV [ PLOT DATE: 9-21-12 (Mylar) ] C30(CA) WORK HOURS 8:30 AM TO3:3O PM WORK DATES TO ----- (TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE) C30(CA) VIA CAMPANILE C30(CA) STAGE 2 TRAFFIC ON EXISTING ROAD CONSTRUCT CURB/GUTTER ON SOUTH SIDE OF RANCHO SANTA FE RD. SCALE': 1 "=40' 0 20 40 --- fsiiml I CITY OF CARLSBAD Ir SHEETS 1 t----+----+--------------+---+---1t----+---1 LJ!_j. ENGINEERING DfPARlMENT . 52 OED BY: O'DAY CONSULTANTS TRAFFIC CONTROL DESIGN BY: BAN SYSTEMS ASSOCIATES, INC. 4540 KEARNY VILLA ROAD~ SUITE f06 SAN DIEGO, CA 9212.J, (858) 560-4911 @ I---+---+----------------+---+---+----+----< TRAFFIC CONTROL PLAN FOR: RANCHO SANTA FE HOAO APPROVED: GLEN K VA~ PESKI ___ ,42'b/.~~ ~~~----II tl.fbZ. t----+--+----------------+---+--+----+---t SENIOR CIVIL NGINEER PE 41204 EXPIRES 3 31 13 'DATE i/?Jd.4#"'9/4;/4_ DATE INITIAL DATE INITIAL DATE INITIAL g~~DB~~: ZuJ PROJECT NO. DRAWING NO_ ANDREW P. SCHLAEFLI -T.E. /930 ~ ENGINEER~ WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C. T. 01 -09 409-4 LEGEND• • = DELINEATOR/CONE -I = SIGN 1»>1 ~ FLASHING ARROW SIGN ,; ., = DIRECTION OF TRAVEL "\,, ++ = TYPE Ill BARRICADE ~ = WORK AREA PASEO LUPINO W20-1 I I 30•.30• I ,_ J 36"X18" END ROAD WORK G20-2 ® /c _, I I .• , __ ~-~ ------~------~-1 _ _____ \ _ R9-3a j -l / EXISTING NO PEDESTRIAN --------------------==---=------------------------\ _ __ x __ -1.:'~JJ___~_J__'+~,,,_____f __ ·,j-;; :)l,-~~=SSING BARRICADE ----------------------=----------------·~----.L u r-7 ~ 'l --LJ __ ----------------------------- WORK HOURS 8:30 AM TO3:3O PM WORK DATES TO ----- (TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE) ---- STAGE 2 TRAFFIC ON EXISTING ROAD CONSTRUCT CURB/GUTTER ON SOUTH SIDE OF RANCHO SANTA FE RD. 36"X36" ---------------_c:: -----===----===========------====-=================~~~ ------------J_l____ __________________________ ---- CONES 50' MAX. SPACING (TYPICAL) 30"X30" CONTRACTOR TO COVE PEDESTRIAN SIGNAL HEAD FOR THIS CROSSING (!ll4P) C30(CA) @= SIGNALIZED INTERSECTION CHANGE SIGNAL OPERATION TO RED FLASHING IN ALL PHASES. CONTACT CITY OF CARLSBAD A MINIMUM OF 5 WORKING DAYS. NOTIFICATION REQUIRED FOR CONSTRUCTION WORK WHICH AFFECTS TRAFFIC SIGNAL CONSlRUCTION CONlRACTOR AGREES 11-IAT IN ACCORDANCE Will-I GENERALLY ACCEPlED CONSlRUCTION PRACTICES, CONSlRUCTION CONlRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLElE RESPONSIBILITY FOR JOB SllE CONDITIONS DURING 11-IE COURSE OF CONSlRUCTION OF 11-IE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, 11-IAT 11-IIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMllED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONlRACTOR FURll-lER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION Will-I PERFORMANCE OF WORK ON 11-IIS PROJECT, EXCEPTING LIABILITY ARISING FROM 11-IE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUll-lORIZED CHANGES & USES CAUTION: 11-IE ENGINEER PREPARING 11-IESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUll-lORIZED CHANGES TO OR USES OF 11-IESE PLANS. ALL CHANGES TO 11-IE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY 11-IE PREPARER OF 11-IESE PLANS. TI·IIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLY R9-3a • I DRAWlNG FILE N/l_ME: 209-TC-07 _C U.S.A. I. 000409 8-14-12 AT, MV [ PLOT DATE: 9-21-12 (Mylar) ] 186 • R9-3a 36"X36" W11-1 24"X30" SHARE THE ROAD W16-1 .. 30"X30" C30(CA) --------~ 188 ~ "-189 "-. 500' - 36"X18" END ROAD WORK G20-2 SCALE: 1 "=40' 0 20 40 [SHEET] I CITY OF CARLSBAD 11 SHEETS I 1----+--+--------------+---t--l----+-----l ~. ENGINEERING DEPARlMENT . 52 t----+--+----------------+----+--+----+---l OVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL DESIGN BY: URBAN SYSTEMS ASSOCIATES, INC. 4S40 K[ARN'f VILLA ROAD, SUITE 106 SAN DIEGO, CA 92f2J, (858) 560-4911 @ ' CJft,/4.t--:-D~A~=-+-::-1N~ITI~A~L+----------------+-::-DA~~=--+::-,1N=ITI~AL:-+~D~A~~+-::-IN~ITI~A~L ANDREW P. SCHLAEFLI -T.E. j9J0 DAT£ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLAN FOR: RANCHO SANTA FE ROAD APPROVED~.._JJ'L✓ GLEN K VAN PESKI ~ ,!,_ fbt ~ 11/14/rz SENIOR Civil ENGINEER PE 41204 EXPIRES 3 31 13 'DATE DWN BY:-~-PROJECT NO. DRAWING NO. CHKD BY: c:,vJ RVWO BY: C. T. 01-09 409-4 0 w~ N Ci) 0 ~ .... 0 u, \0 N' ~ LEGEND, • = DELINEA TOR/CONE ~ = SIGN ~ = A.ASHING ARROW SIGN ., -•► = DIRECTION OF TRAVEL "\,, ++ • TYPE Ill BARRICADE ~ = WORK AREA • • 36"X18" ENO ROAD WORK G20-2 • 36"X36" W20-1 00' • V X X - CONES 50' MAX. SPACING (TYPICAL) @= SIGNALIZED INTERSECTION 30"X30" C 30 (CA) (MOD.) • • C30(CA) ' WORK HOURS 8:30 AM TO 3:30 PM WORK DATES TO ___ _ (TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE) 36"X36" 36"X36" PASEO LUPINO I ' ~ ~=~l'l\t::==1:-=Jkt:/::!::= ~ 81 W11-1 24"X30" SHARE THE ROAD W16-1 W20-1 • TYPE Ill BARRICADE WITH N X .. TYPE OM1-3 YELLOW REFLECTIVE ~HEETING AND R11-2 SIGNS {TYPICAL) L r I I \ I \ \ \ \ J 186 36"X18" ~RoJN~I G20-2 X - C30(CA) 187 ~- 425' BUFFER --- /88 ~ --- ------ --------- --- ----- -----'1 --- C30 (CA) (MOD.) STAGE 3 TRAFFIC ON EXISTING ROAD CONSTRUCT BUS STOP AND CURB/GUTTER ON NORTH SIDE OF RANCHO SANTA FE RD. 36"X36" 36"X18" END ROAD WORK G2O-2 --_ -_ -_ -_ -_ -_ ...\-.:.-...,_-= -Jd J..-:::_::.::.-:::. l. ~ CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE Yt11H GENERALLY ACCEPlED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR Will BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SllE CONDl110NS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF All PERSONS AND PROPERTY, lHAT 11-llS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTI-lER AGREES TO DEFEND, INDEMNIFY AND HOU) DESIGN PROFESSIONAL HARMLESS FROM ANY AND All LIABILITY, REAL OR ALLEGED, IN CONNECTION WllH PERFORMANCE OF WORK ON 11-llS PRO.CCT, EXCEPTING LIABILITY ARISING FROt.f THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: 11-lE ENGINEER PREPARING THESE PLANS Will NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTI-lORIZED CHANGES TO OR USES OF THESE PLANS. All CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF 11-lESE PLANS. In-us PLAN SHEET 1s ACCURATE FOR STAGE coNsmucnoN WORK ONLY I DRAWING FILE NAME: 209-TC-OB_C U.S.A. I. 000409 8-14-12 AT, MV -----,H--~ [ PLOT DATE: 9-21-12 (Mylar) ] SCALE: I "=40' 0 20 40 fsHrnl I CITY OF CARLSBAD 11 SHEETS I 1----+----+--------------+-----+---,1-----+--------l ~. ENGINEERING DEPARTMENT _ 52 1----+--t----------------t----+--t----+----l ROVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL DESIGN BY: RBAN SYSTEMS ASSOCIATES, INC. 4540 KEARNY VILLA ROAD~ SUITE 106 SAN DICGO, CA 9212:J, (858) 560-4911 @ ll-------11----+---------------+-----ll----+----!----l ' . 'q.,!p),~ II---D-A~rr::--1~1-NI-TIA-L-+---------------+-D-A-IT-j~IN~ITI~A-L-+-D~A~rr~-l~Nl~TIA--,L ANDREW P. SCHLAEFLI -T.£. /930 DAT£ ENGINEER Cl' WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLAN FOR: RANCHO SANTA FE ROAD APPR~ x'?.J., M ~EN K ~t&:t~KI SENIOR~ ENGINEER PE 41204 EXPIRES J 31 1 J 'DA TE DWN BY:_-~,-PROJECT NO. DRAWING NO. ~~~ ~~; aw C. T. 01-09 409-4 t t C .. LEGEND• • = DELINEATOR/CONE ~ = SIGN ~ = A.ASHING ARROW SIGN ; • = DIRECTION OF TRAVEL "l, ++ ,. TYPE Ill BARRICADE ~ = WORK AREA 36"X1B" END ROAD WORK G20-2 ~ -- 36"X36" I I C g_ § W20-1 ~ a I\ I \ ---- 11 1\ \ I \ 11 I \ 11 I 11 I I\ l1 I 11 II I 11 11 11 I I\ I I \1 ,, I \ I 11 11 \ ~ 1\ 11 \ I\ II I ,, I 11 I I 11 ~ ,,. \\ 12' 11' ,o' ·, @ ' , -, , ' ' 36"X1B" END --1--ROAD WORK G20-2 W20-5(L} W20-1 CONSlRUCTION CONlRACTOR AGREES 1HAT IN ACCORDANCE 'M1H GENERALLY ACCEPTED CONSlRUCTION PRACTICES. CONSlRUCTION CONlRACTOR Y,LL. BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING 1HE COURSE OF CONSlRUCTION OF 1HE PRO.ECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, 1HAT 1HIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FUR1HER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 'M1H PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM TiiE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTI-IORIZED CHANGES & USES CAUTION: 1HE ENGINEER PREPARING THESE PLANS 'MLL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTiiORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY 1HE PREPARER OF 1HESE PLANS. 1\ \ ,~ \\ '. ( \ \ -~ -I/ /\ I I I I I 36"X1B" END ROAD WORK G20-2 --· - \ I I I I \ l jlHIS PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLY I DRAWING FILE NAME: 209-TC-09_C U.S.A. I. 000409 8-14-12 AT, MV [ PLOT DATE: 9-21-12 (Mylar) ] 36"X36" W20-1 WORK HOURS 8:30 AM TO 3:30 PM WORK DATES TO ----- (TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE) STAGE 4 TRAFFIC ON EXISTING ROAD CONSTRUCT NEW MEDIAN FLASHING ARROW SIGN @= SIGNALIZED INTERSECTION I ~··-=-4= ,.,, 171 .. RANCHO SANTA FE RD. 500'-1000· W4-2(L) ----= 30"X30" LANE CLOSED C30(CA} SCALE: 1"=40' 0 20 40 fsHEETl I CITY OF CARLSBAD 11 SHEETS I 1-----+---+--------------+-----+--t-----+---i Ll.±J _ ENGINEERING DEPARlMENT _ 52 i--------t---+----------------+------t---+---+---i IDED BY: O'DAY CONSULTANTS AFFIC CDNlROL DESIGN BY: 'AN SYSTEMS ASSOCIATES, INC. <5.fD K<ARNY VILLA ROAD. SUIT£ 106 SAN DIEGO# CA 92P2~. (858) 560-4911 © TRAFFIC CONTROL PLAN FOR: RANCHO SANTA FE ROAD AP~Q._ / _ /.~.,/ GLEN K V~N PESKI __){_, //k ~ u t~/J'Z. SENIRCIVIL ENGINEER PE 41204 EXPIRES 3 31 13DATE f--------t---+----------------+------t---+---+---1 ~ ... (J/ .. ~~~f.i:,_~~'...'.Y-'d'l,,1",,~~___:#~ t-::-D---,ATE::::-;--::-IN:---::ITI:--A-:-L+----------------i-::-DA-:--::TE=--r,-:,1Nc:=ITI:--:-AL,-+---::D7ATE=-i--::-1N:,-;:ITI:-:A-:--1L .E. /930 DATE ENGINEER Of WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY:--~ PROJECT NO. DRAWING NO. 2~~8 ~~; e:w C. T. 01-09 409-4 ' LEGEND• • = lRAFFIC CONE/DELINEATOR ~ = SIGN ~ a A.ASHING ARROW SIGN ~ • = DIRECTION OF lRAVEI.. "" ++ = TYPE Ill BARRICADE ~ = WORK AREA -- ---,.------- - '" ~- ~ --- 0 . ~ - .. --- '-16 _., ' -f'"\C::. I • ----- ------. .. • • --- ------ c./l ~ --------- :t; ----j --=-j-==~t· ;=~::::=:-;;;~~:~ ~ ~ --------_--I • :___ / ~~\---~ ~ ·.:... \, ±;~"t·~1==~~~=·=·=-=-=-=-=-=-:::::.) ~ .... ~- p ~,, -~~ ~ ~ ,' - ' . • • • • • • • • • • I y X WORK HOURS 8:30 AM TO 3:30 PM WORK DATES TO ___ _ (TO BE DETERMINED UPON TRAFFIC CONTROL ISSUANCE) • -. ..----.---• •- taJ -ll - --------.-.. -.__ 30"X30" LANE CLOSED C30(CA) ' 36"X36" W20-1 --- STAGE 4 TRAFFIC ON EXISTING ROAD CONSTRUCT NEW MEDIAN 30"X30" ~,1 • ~rl 1 ,1/ ~ C::---CONES 50' ~MA:X~-~-:/~-------~7t1-1~~TiTAijP~E~R--------------------1 SPACING (~ICAL) / I 30"X30" LANE CLOSED 30"X30" LANE CLOSED R3-1 24"x30" KEEP .... RIGHT 30"X30" LANE CLOSED 30"X30" TYPE Ill BARRICADE WITH \ TYPE OM1-3 YELLOW REFLECTIVE $HEETINQ AND R11-2 SIGNS LANE ( TYPICAL) CLOSED C30(CA) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPlED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLElE RESPONSIBILITY FOR JOB SllE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMllED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROt.l ANY AND ALL LIABILITY, REAL OR AIJ..EGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROt.l THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREP ARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. ~ C30(CA) C30(CA) TYPE Ill BARRICADE WITH..- TYPE Ot.11 -3 YELLOW REFLECTIVE $HEETING AND R11-2 SIGNS (TYPICAL) R4-7a C30(CA) /2 I @= SIGNALIZED INTERSECTION ( :.J STUP j SCALE: 1"=40' 0 20 40 fsHml I CITY OF CARLSBAD 11 SHEETS I t-----t---t----------------f---+-----,f---+---l LJ§_j. ENGINEERING OEPAR1MENT . 52 ~~~~~~::;;:;:-;;;;;;~::-----,t==t==t================~t=='t=j==jt=-1j ~==:'....':::::::===============::::::..'::::::::::::::=~ ~'ol OED BY: O'DAY CONSULTANTS TRAFFIC CONTROL PLAN FOR: AFFIC CONTROL DESIGN BY: AN SYSTEMS ASSOCIATES, INC. ,s,o K£4RNY VILLA ROAD, Si/IT£ 1 OS 0SAN OIEGD, CA 92123, (858) 560-4911 © RANCHO SANTA FE ROAD GLEN K VAN PESKI 11/zg/12 11---t--+----------------+---l---+---+---l SEN! R Cl\i1L ENGINEER PE 41204 EXPIRES 3 31 1J '01:lE .., ...... ..,+,~:zt~~~'£-:__Q~~~L• aL.1. DWN BY: ___ , PROJECT NO. DRAWING NO. ™ DA TE INITIAL DA TE INITIAL DA TE INITIAL CHKD BY: Cw 11-US PLAN SHEET IS ACCURATE FOR STAGE CONSTRUCTION WORK ONLY ANDREW P. SCHI.A[FU -T.E. /930 DAT£ ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 01-09 409-4 D~R~A Wl:N~G!ii~FIL~E~N~A~ME~: -2~0~9--T~C--1~0-_C~--~u~.s~.A-. ~I. ~0~00~4~09~--~B-•1ii4--1~2iiiiA T-, iiNiiV iiiiiiiiiiiijiiiiiiiiiii!i;;iiiiiiiiiiiiil~[ "'!!P~LO~T~D~AT~E!"": ~9-~2~1-~1~2"'!'(My~lar"'!)~]~----------------------,~---------~;;.--~ C w ::e u, C) o.i:. °""0 u, \0 N' .ii. LEGEND, • = 1RAFFIC CONE/DELINEATOR ~ = SIGN ~ ~ FLASHING ARROW SIGN ; • = DIRECTION OF 1RAVEL "'.\, ++ • TYPE Ill BARRICADE ~ • WORK AREA 3Q"X30" ---------------------- a -=- C ._ ----------------~------~--+-~--=- . --- C30(CA) CONS'lRUCTION CON'lRACTOR AGREES lHAT IN ACCORDANCE l\llH GENERALLY ACCEPTED CONS'lRUCTION PRACTICES, CONS'lRUCTION CON'lRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING lHE COURSE OF CONS'lRUCTION OF THE PRO.ECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, lHAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONS'lRUCTION CON'lRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION l\llH PERFORMANCE OF WORK ON lHIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS \\ILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUlHORIZED CHANGES TO OR USES Of lHESE PLANS. ALL CHANGES TO lHE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. a .. ---• CONES 50' MAX. SPACING (TYPICAL) In-us PLAN SHEET 1s ACCURATE FOR STAGE coNsTRuc11ON WORK ONLY I DRAWING FILE NAME: 209-TC-11 _C U.S.A. I. 000409 8-14-12 AT, MV • • [ PLOT DATE: 9-21-12 (Mylar) ] • 425' BUFFER ! • .. • • 30"X30" C30(CA) • -+--1--- • • • RANCHO SANTA FE RD. • • • 100· 1RANSITION • • I I • • IDED BY: Q'DAY CONSULTANTS AN SYSTEMS ASSOCIATES, INC. 4S#J KtARNY VILL4 ROAD, SUITE 106 SAIi D/CGIJ, CA 9212J, (858) 560-4911 © 600' TAPER • -----_/ ------ FLASHING ARROW SIGN 36"X36" 36"X36" 1 - 36"X36" STAGE 4 TRAFFIC ON EXISTING ROAD CONSTRUCT NEW MEDIAN --- 36"X1B" END ROAD WORK G20-2 SCALE: 1 "=40' 0 20 40 fsHEITl J CITY OF CARLSBAD 11 SHEETS I 1-----+---+--------------+--+---+---+---1 Ll§_j. ENGINEERING DEPARTMENT . 52 l----+--+------------------1---+-----l---+---l TRAFFIC CONTROL PLAN FOR: RANCHO SANTA FE ROAD GLEN K V N PESKI 11 Z !Z.. 11------11---+----------------+--+---+--+--~ SENIOR Cl\1L ENGINEER PE 41204 EXPIRES 3 31 13 PROJECT NO. C.T. 01-09 DATE ... DRAWING NO. 409-4 t I I sJeNASE NQ; I B, THE FOLLOHINe 6!.JIDl:l.lNES FOl'1. THE U9I= OF R!:CYCLED HATER ARI: TO 6E ~NENTI.. Y POSTED INSIDE THE DOOFI. OF EACH CONTFI.OLLEFI. HHERJ; THEY ARI: EASILY VISIBLE. PLACE ON e,-1/2" x II" -SIZED SleN. ·COLOR, PURPLE 6ACK5FI.OUND 1-'!ITH SLACK 1.EI 11:f<INe. I. 6!.JIDELINES FOFI. R!:CYCLED HATER USI=, I. IRRIGATE Bf=Ti-'IEEN THE HOURS OF 10,00 PM AND 6,00 AM ONLY. 1-'!ATERINe OUTSIDE OF THIS TIME FRAME MVST 6E DONE MANl!ALL Y WITH GUALIFIED 9\JFEFI.VISORY Pl:f<90NNEL ON SITE. NO SYSTEM SHALL AT ANY TIME 6E LEFT VNATTENDED DUFI.IN6 U9I= OVTSIDE OF THE NORMAL SCHEDlJLE. BECYGI EP WA'TE8 ,NO i g;s, I. ALL HORK SHALL 6E DONE IN ACCORDANCE HITH THE OLIYENHAIN MUNICIPAL l'IATER DISTRICT'S RULES $ REetJLATIONS. 2.DRINKING FOUNTAINS SHALL 6E PROTECTED FROM SPRAY OF RECYCLED l'IATER. SEST MANAGEMENT PRACTICES SHALL 6E USED TO MINIMIZE REC::.YC::.LED HATER ENc::.ROACHMENTON F'U6LIC FACILITIES SUCH AS PICNIC TABLES, 600'5 PLAYGROUNDS, SAND TOT LOTS, ETC. 5. BEST MANAGl;MENT ~TICE& SHALL BE lJSED TO i;LIMINATE OFI. CONTROL TO THE BEST EXTENT POSSl6LE PONDINe, FI.VN-OFF, OYEFI.S~Y, AND MISTING. 4. HOS!: e,es ARE STFI.ICTL Y PROHIBITED. LANDSCAPE PLANS PREPARED FOR: LA COSTA TOWN SQUARE • COMMERCIAL· RANCHO SANTA FE ROAD MEDIAN CARLSBAD, CALIFORNIA N Lt) 2. IRRIGATE IN A MANNER THAT 1-'!ILL MINIMIZE FI.VN OFF, POOLING AND PONDIN6. THE APPLICATION AATE SHALL NOT EXCEED THE tNFILTAATION AATE OF THE SOIL. TIMERS MVST eE AD-IUSTED 90 AS TO 6E COMPATl6LE HITH THE LOHEST SOIL INFILTRATION AATE ~T. Tt-119 ~EDIJRE MAY 6E FACILITATED 6Y THE EFFICIENT SC.HEDVLING OF THE AVTOMATIC CONTROL CLOCK:>, I.e. EMPL.OYINe THE ~T FUNCTION TO eFaaAK UP THE TOTAL IFI.Fl.teATION TIME INTO CYCLES THAT 1-'!ILL PROMOTE MAXIMVM SOIL Ae90Fl.6TION. :l. ADJlJST HEADS TO ELIMINATE OVER-SPAAY ONTO ~ NOT UNDER THE CONTROL OF THE CVSTOMl:f<. FOFI. EXAMPLE, POOL DECKS, PRIVATE PATIOS AND LOTS, AND STr<f:1:19 AND SIDEl"W-KS. 5. ON SITE CFl.09&-CONNEC17IONS E!E:THEEN RECYCLED HATER LINES AND POTA61-E 1-'!ATER LINES ARE STRICTLY PROHIBITED. b. NO SUSSTITUTION OF PIPING MATERIALS HILL BE ALLOHl;D HITHOVT PRIOR APPROVAL 6Y THE OLIYENHAIN MVNICIPAL 1-'!ATER DISTFI.ICT. RECYCLED WATER SYSTEM -FUTURE N M 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EGUIPMENT AND MATERIAL FAILl,ll'!E. ef'tC)KEN SPRINKLER HEADS, LEAKS, UNFU=I-IAeLE VALVES, ETC. SHOULD 6E ~Al~ AS SOON AS THEY eECOME APPARENT. S. EDUCATE ALL MANTENANCE PEFI.SONNEL ON A CONTINUOlJS 6ASl9 ON THE PR!:SENCE OF FI.ECYC::.LED 1-'!ATEFI.. ~NNEL MVST 6E INFORMED THAT RECYCLED 1-'!ATl:f< 19 MEANT FOR IF1.RleATION Pl!RPOSES ONLY, AND 19 NOT APPFI.OYED FOR DRINKIN6 PURPOSES, HAND, TOOL HASHINe ETC. GIVEN THE HleH TUFI.NQYEFI. AATE OF EMPLOYl:E$ IN THE LANDSC.APE INDlJSTFI.Y IT 19 IMPORTANT THAT THIS INFORMATION eE DISSEMINATED ON AN ALMOST DAILY BASIS. IT 19 YOU, THE LANDSCAPE CONTAACTOFI., HHO 19 FI.E9PONSl6LE FOR EDUCATING EACH AND EYEFI.Y ONE OF YOUR EMPLO'i ao. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHAN61:9 AND MODIFIC::.ATIONS TO ANY PRIVATE, ON-SITE FAC,ILITIES. 91./CH CHANel;S MUST BE 9U6MITTED TO, AND APPFI.OYED eY, THE DISTRICT EN61NEERING OFFICE AND DESIGNeD IN ACCO~ANCE HITH DISTRICT STANDAFI.DS. 1. ALL R!:CYCLED 1-'!ATl:f< SPFI.INKLl:f< CONTROL VALVES SHALL eE TAeeED HITH IDENTIFICATION TAeS. A _TAGS SHALL BE :l"x4" HEATHEFI.PFI.OOF PLASTIC, PURPLE IN COLOR, HITH THE WOF1.D9 "l-'IAFI.NING -l'IECYCLED HATER -DO NOT DRINK" ON ONE SIDE AND "AVISO - MJA IMPUFI.A-NO TOMAR" ON THE OTHER SIDE. IMPRINTING SHALL 6E PERMANENT AND BLACK IN COLOR. U9I= TAeS AS MANUFACTURED 6Y T. CHFI.ISTY ENTEFI.PFI.ISES OR APPROVED EGUAL. B. ONE TM SHALL BE ATTACHED TO EACH VALVE AS FOLLOHS, I. ATTACH TO VALVE STEM DIRl':CTL Y, OR HITH TIE l-'IF/.AP. OFI. ... 2. ATTACH TO SOLENOID HIR!: DIRECTLY OR HITH PLASTIC TIE 1-'!RAP. OFI. .•. :l. ATTACH TO VALVE COYEFI. HITH EXISTINe VALVE COYER BOLT. e,, ALL SPFI.INKLl:f< HEADS SHALL eE IDENTIFIED AS RECYCLED HATER SPRINKLER HEADS. 11. EACH AUTOMATIC CON~LLEFI. AND ITS ASSOCIATED EGUIPMENT SHALL BE IDENTIFIED HITH A 916N BEARINe THE HORD& "R!:CYCLED HATER USE FOR IFI.RleATION" IN EN6LISH AND SPANISH l'IITH BLACK Li;TTEFI.S I Inch HleH ON A f'IJRPLE 6ACKGFI.OUND. THE SleN SHALL BE PLACED 90 -<,11-IAT IT CAN BE !<EADIL Y SEE:'.! eY ANY OPERATIONS Pl;RSONNEL USING THE EQUIPMENT. !H;f?I Et:.IIQN f'RQGEPVRffl• INSPECTION OF'·THE PROJECT SHALL BE PERFORMED BY THE LANDSCAPE ARCHITECT OF THE HORK, OR HIS DESleNATl::D AGENT. FI.EFEFI. TO THI: SCHEDULE OF REGUIFI.ED INSPECTIONS AND REGUIFI.ED SUeMITTALS. FOLLOHINe COMPLETION OF THE HOFI.K, THE LANDSCAPE ARCHITECT OF THE HORK HILL CERTIFY THAT THE INSTALLATION HAS SEEN COMPLETED 6Y SU6MITTING THE "FINAL LANDSC.APE; CERTIFICATION FROM" A REGUl;ST FOFI. FINAL LANDSCAPE INSPECTION 6Y THE CITY MUST eE MADE ey CALLING THE INSPECTION REGUEST LINE. "FINAL LANDSCAPE CERTIFICATION FO!'I.M" FAX TO, 160-'144-e-'!45 LANDSCAPE INSPECTION REQUEST PHONE LIN!;, 160-602-4602 I. LANDSCAPE ARCHITECT'S CONSTRUCTION INSPEaCTION SHALL INCLUDE,. A LOCATION PIPE LINES. e. TRENCH DEPTH C. Rf:QUIFI.ED SEPARATION (HORZONTAL AND VERTICAL) D. PIP!'; IDENTIFICATION E. POINTS-OF-CONNECTION (POC'&) · F. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. <S. HARNING Sl6NS AT THE SITE AND ON THE TRUCKS HAULINe RECYCLED HATER (IF RECYCLED HATER IS lJSED FOR CONSTRUCTION). AN AFPROYED Ll;Tl"ER FI.EeAFI.DINe THE INSPECTION OF THE PROJECT SHALL BE OBTAINED FROM THE CITY AND DISTI'\ICT, AND BE FOFI.HA~ED TO THE SAN Dll;eO COUNTY DEPT. OF ENVIRONMENTAL HEALTH PFl.101'1. TO FINAL INSPECTION APPROVAL. II. DISTRICT FINAL INSPECTION SHALL INCLUDE, A COYEAAeE: TESTS, AFTER COMPLETION OF THE SPRINKLER SYSTEM TO DETERMINE THE ADEGUACY OF COYEFI.AGE ON THE APPFI.OYl;D USE AREA AND PROTECTION OF AREAS NOT APPROVED FOl'1. RECEIVING RECYCLED HATER. e. HAFI.NINe SIISNS AND LA6ELS C. GUICK COUPLING VALYl;s D. ALL ASPEC::.TS OF THE 11'1.RleATION CONDITIONS, fNC,LUDINe HINDeLOHN SPAAY, RUNOFF AND PONDING. I;. REGUI~ PROTECTION OF ALL FI.ESIDENTIAL AREAS. F. REGUIRED PROTECTION OF 1-'!ELLS, STREAMS, FI.ESEFI.VOl1'1.S, ETC. e. CFI.OSS-C,ONNECTION. Ill. ANNl!AL INSPECTION SHALL INCLUDE, A COMPLETE INSPECTION HHICH SHALL COYEFI. PART A, PART e, AND PART e OF THE DISTRICT'S FINAL INSPECTION. ~ISIONS MUST Bl; APPROVED eY PUeLIC HEAL TH EN61Nl;ER, CITY PLANNING DIRECTOl'1., AND DISTRICT ENGINEER FRIOFI. TO IMPLl;MENTATION IN FIELD. QHNEB PFI.OPEFI.TY Di;YELOPMENT Ci;NTEFI.S, LLC s</1e, $1:onerlclg,, M<.111 1'1.o<.1cl Ple<.1s<.1riton, CA <145e,e, Fhone, ('!25) 1::,e,-12:12 -a .. PfCLAAAIIQN QI! REff".'.?N:?161 F ,;.HAASE I HERE6Y DECLARE THAT I AM THE LANDSCAPE ARCHITECT OF THE HDRK FOR THIS PROJECT, THAT I HAYE EXERCISED FI.ESPONSl6LE CHARSE OYER THE DESIGN OF THIS Pl'<OJECT AS DEFINED IN ~CTION biO-el OF THE BUSINESS PROFESSIONS CODI: AND THE DE.SIGN IS CONSISTENT HITH CURRENT STANDARDS. I UNDERSTAND THAT Tl-IE CHECK OF PFI.OJl:C::.T DAAHINGS AND SPECIFICATIONS 6Y THE CITY OF CAR!-SBAD AND THE SAN DIEGO COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH 19 CONFINED TO A REVIEH ONLY AND DOES NOT FU=J..IEVE ME, AS LANDSCAPE ARCHITeCT Of J-'«7RK, Of MY Rf;SPON9161LITIES FOR PROJl:CT DESleN. THEpE PLANS HAYE BEEN PREPARED IN :>U6STANTIAL CONFORMANCE HITH THE APPFI.OYl;D LANDSCAPE CONCEPT PLAN, HATER CONSERVATION PLAN, FIRE SUFf'RESSION PLAN, AND ALL CONDITIONS OF APPFI.OVAL Fl.ELATED TO LANDSCAPINe. /4!.D. -au -~· JurJ ~ 14Sb Sl<SNATVRE Of LANDSC-APE ITECT LICENSE NO. 1. ALL ONSITE PIPES SHALL HAYE HAFI.NING TAPE PER OLIVENHAIN MUNICIPAL 1-'!ATER DISTRICT'S FI.ULES AND REe;ULATIONS. *e,. THE IRRleATION SYSTEM$ SHALL BE Fl.UN BETHEEN THE HOUFI.S OF 10,00 PM AND 6,00 AM THE FOLLOHINe MORNINe. SPOT 11'1.RleATION COULD BE DONE AT A DIFFERENT TIME HITH GUALIFIW SIJPl:f<VISION PERSONNEL ON SITE. 'l. PROVIDE A MINIMVM OF AT LEAST \e, INCHES OF COYEFI. OYER ALL HIRING AND PIPINe. AND REeuLATIONS. 10. NON-DESIGNATED U9I= AFI.EAS SHALL BE PFI.OTECTED FROM CONTACT HITH RECYCLED HATER, HHETHEFI. eY HIND6LOHN SPRAY OR BY DIRECT APPLICATION THFI.OUeH 11'1.RleATION OR OTHER USI=. LACK OF PROTECTION, Hl-!l;THEFI. eY DESleN, CONSTRUCTION ~CTICI;, OR SYSTEM OPEAATION IS STRICTLY PROHIBITED. 11. 11'1.RIGATION HEADS SHAL\-BE RELOCATED OR ADJUSTED TO PFI.EYENT OYEFI.S~YINe SIDEHALKS, STFI.EETS AND NON-DESIGNATED U9I= AFI.EAS. 12. l'IECYCLED HATER GUICK COUPLING VALYl;S SHALL BE OF A TYPE DESleNED FOFI. THE USE ON l'IECYCLED HATER DISTRIBUTION SYSTEMS (SPIKES NOT INTEFI.CHANGEABLI; HITH POTAeLE HATER GUICK COUPLER SPIKES) PER OLIVENHAIN MUNICIPAL 1-'!ATl:f< DISTRICT'S FI.ULES AND REeuLATIONS. l::l. METl;R9 SHALL eE SIZED eY THI; OLIYENHAIN MVNICIPAL HATl:f< DISTRICT. 14. ALL 11'1.RleATION PIPES SHALL eE STENCILED HITH THE l-'IAFI.NINe "NON-POTA6LE" OR "RECYCLED HATER", COLOl'1.-CODED (Pl)l'1.PLE) AND LAID HITH HAFI.NINe TAPE AND STENCILIN6 ORIENTED TOH.ARD THE TOP OF THE TRl;NCH PER OLIYENHAIN MUNICIPAL HATER DISTRICT'S FI.ULES AND RE6ULATIONS. 15. ALL POTAeLE HATER AND ~CYCLED HATER FIFING SHALL BE INSTALLED HITH THE STENCILING ORIENTED TOH.ARD THE TOP OF THE TRENCH. lb. HHEN A POTA6LE 1-'!ATER LIN!; AND RECYCLED 1-'!ATER LIN!; CROSS, THE RECYCLED HATl:f< LINE SHALL BE INSTALLED HITHIN A PFI.OTl;C,TIVE SLEEVE. THE SLEEVE SHALL EXTEND 10 Fi;ET FROM EACH SIDE, FROM THE Cl:NTER LINE OF POTA6LI; HATl:f< LINE, FOR A TOTAL OF 20 Fi;ET. 11. A 10 FOOT HOF1.IZONTAL SEPARATION BETHEEN POTA6LE HATER AND RECYCLED HATER MAINS MlJST BE MAINTAINl;D AT ALL TIMES. THE POTAeLE LIN!; MUST eE INSTALLED ABOVE THE RECYCLED HATl:f< LINE. - It!>. A MINIMUM OF 12 INCHES OF YEFI.TICAL SEPARATION BETl-'Ei;N UTILITll;S MlJST 61; MAINTAINED AT ALL TIMES. *l'l. THE FI.EGUIFI.ED CROSS-CONNECTION SHIJTDOHN TEST SHALL 6E DON!; eY THE OLIYENHAIN MUNICIPAL 1-'!ATER DISTFI.ICT AND THE SAN DIEGO COUNTY Dl;PARTMENT OF ENVIRONMENTAL HEALTH. 20.GUICI< COUPLING VALYl;S USED IN RECYCLED HATER SYSTEMS SHALL CONFORM TO THE FOLLOHINe, SHALL HAYE ACME THREADS (SPIKES NOT INTEFI.CHANeEABLE HITH POTA6LE HATER GUICK COUPLER SPIKES) AND PURPLE-COLORED LOCKING COVERS PEFI.MANENTL Y ATTACHED TO THE VALVE. GIJICK COUPLING VALVES SHALL eE NELSON ll1645, HUNTl:f< IIHVIOOA-RL-NP, 01'1. APPFI.OYED EGUAL. 21. THE REQUIRED CFl.09&-C,ONNECTION INSPECTION SHALL 6E DONE eY l;ITHEFI. THE OLIYENHAIN MUNICIPAL 1-'!ATER DISTRICT AND/OR COUNTY OF SAN Dll;GG, Dl;PT. OF PUeLIC HEAL TH. COPll;S OF THE INSPECTION 1'1.Ef'c;>FI.TS HILL eE FO~ TO THI; NON-INSPECTING PARTY. *.:z2.Di;YeLOPEFI. SHALL SHOH THE LOCATION OF RECYCLED HATER SIGNS "DO NOT DRINK" ON THESE PLANS. *.:z:l. AN ON SITE U91=1'1./SUPEFI.YISOFI. SHALL BE DESleNATED IN HRITING. THIS PERSON SHALL BE FAMILIAR WITH PLUM61N$ SYSTEMS HITHIN THE PFI.OPEFI.TY, HITH THE BASIC CONCi;PTS OF 6Ac::.KFLOWCFl.09&-CONNECTION PROTECTION, AND THE SPECIFIC REG\.IIFI.EMENTS OF A RECYCLED HATER SYSTEM. COPIES OF THE DESleNATION, HITH CONTACT PHONI; NUMBERS, SHALL eE PROVIDED TO THE OLIYENHAIN MVNICIPAL .-!ATER DISTRICT AND THE COUNTY OF SAN DIEGO, DEPT. OF ENVIRONMENTAL HEALTH. IN CASE OF EMEReENCY C::.ONTACT, PROPERTY DEVELOPMENT CENTERS, LLC -JIM Fl.l':IJTEFI. ('!25) 158-1232 OR AFTER HOURS CONTACT, PROPE!'1.TY DEVELOPMENT CENTERS, LI-C -JIM RE\JTEFI. ('!25) 158-1252 24. ALL PUeLIC AND PFI.IVATI; POTA6LE HATER MAINS SHALL 6E SHOHN ON THE IMPFI.OYEMENT PLANS. ' * ITEM Nl!M6EFI.S e, l'l, AND 2::, SHALL BE REQUIRED JlJST PRIOR TO THE ACTUAL USE OF RECYCLED 1-'!ATEFI.. ITEM NUMeEFI. 22, THE SleNAel; PLAN, SHALL. BE A PART OF THIS 11'1.RleATION Pl,.AN BUT THE ACTUAL SleNS AND TAeS HILL BE INSTALLED JUST PRIOR TO THE USE OF RECYCLED HATER. 2!;;, ON RECYCLED HATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC) SHALL 6E COLOR.,.C,ODED /PUF1.PLE) PER AHHA 6!.JIDELINES AND SECTION 404'1.54 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 26.A PHYSICAL SEPARATION SHALL BE PROVIDED BETHEEN ADJACENT AREAS 11'1.RleATED HITH RECYCLED HATl:f< AND POTA6LE HATER. SEPARATION SHALL eE PROVIDED BY CONCRETE MOl-'I STRIPS, CHAIN LINK FENCES OR OTHER METHODS APPROVED 6Y THE HATER DISTRICT 4 D.i;,H. SHEET INDEX: LANDSCAPE TITLE SHEET ....................... ··· ............. L-1 (37) RECYCLED WATER USE MAP ··· ..... · ·· .. ......... ... ...... L-2 (38) IRRIGATION PLAN · ... · ............ ···· ........... ., .. · · ...... · · L-3 (39) IRRIGATION PLAN · ............................... · .................. · · L-4 (40) IRRIGATION PLAN · .................................................... · L-5 (41) IRRIGATION LEGEND AND NOTES ....... · ................. L-6 (42) IRRIGATION DETAILS .... --· ·· ··· ....... · · · · ···· ......... · · L-7 (43) IRRIGATION DETAILS ....... · ... ····· · · · · ... · ·· · ·· L-8 (44) IRRIGATION DETAILS ........... --.... · ·· ............ ............... L-9 (45) PLANTING PLAN AND PLANT LIST ...... · .................... L-10 (46) PLANTING PLAN AND NOTES ·· ···· ·· · · _., ... · · · . ., L-11 (47) PLANTING PLAN ........................................................ ., L-12 (48) PLANTING DETAILS · ···· ··· ......... · · · · · ........ ... · L-13 (49) IRRIGATION SPECIFICATIONS ................................ L-14 (50) PLANTING SPECIFICATIONS ............. · ............... ., .... ., L-15 (51) PLANTING SPECIFICATIONS ....................................... L-16 (52) CITY Of OCEANSIDE PACIFIC OCEAN VICINITY AlAP NO SCI!£ LEGAL DESCRIPTION PARCEL 2 Of' Cl,Ri.S8A[} JJiN«? Sl/8()/HSIOI{ OI-~ ACCCVWJNC TO PARCEL I/AP HO.__, IN Cirt Of' CARl5UAlt C()()Nl"/ OF SAN~ STAlf OF CAJJFOIIIIIA. APN AND LOCATION 22J-(M(}-J2 .sm; --"I'-------10·--~--__.,,_" 1 N,T,S, 1 IN ORDER TO CONSERVE WATER. .. RECYCLED WATER IN USE .. '1 (X) 1- -z DO NOT NO TOME ELAGUA DRINK WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USAA 51ZE, le" X 1e," .060 Al35 FLA5TIC., 5TIC.K-ON VINYL OR .052" ALUMINUM !HE cttFQ'YM coa?l)JNA.lf INOEX OF !HIS fRO,ECT IS JJIN-IQME (CCS 21). OLIVENHAIN MUNICIPAL WATER DISTRICT OWNER Pt«ffRTY OE',£1.0PJIENT CEN!EHS, I.LC 5918 SllJNERIIJG[' 1/AJ.1. HOA[) Pl.fASANf'ON, CA H58IJ Pfl(M) (925) l.J/J-1212 NAJI£ OAIF -:.!":":':':'!.~ :A· :\p~~ RECYCLED WATER SYSTEM APPROVAL ~ ~ OMW~O# 559524 C/.:Z.8. ,~ A£~ DATE Note: signature expires 2 years after date. SAN DIEGO COUNTY DEPT. OF ENVIRONMENTAL HEALTH • TESIIlMA DESIGN GROUP lAND5CAPE ARCHITllCI'URE · lAND PIANNING 9903 BUSINBSSPARK AVF. SUITB 100 • ~ Dll!CJO, CA 92131 ffll (.Ill) ECM FAX1 -cm-nu ,.,.. . 1 .• ~-✓ 7-'2 '1-[?.__ APPROVED BY• DATE, 'lDG JOB NO. 12-03 DAIB 7-18-12 BENCHMARK: c~~/,, DESIGNED BY: A.M. DATE: JANUARY 2012 DRAWN BY: J.0 SCALE: 111 == 20 1 PROJECT MGR.· T,C, JOB NO.: 101290-04 s "AS BUILT" -~~w.? 'Pl>.'.:i4,;;l EX;.-:~/:i;>/ /G, 4('.;i1(,G ATE DESCRIPTION: LOCATION: 2 1/2" DISC STAMPED 'CLSB-01 I LS 62/5' IN CURB M:ST SIDE OF COMMUNITY LOT COMMUNITY PARKING· LOT NORTH OF CAMINO DE LOS COCHES AND EAST OF CALLE TIM/TEO. SET IN CURB ON M:ST SIDE OF PARKING LOT, 104 FT FROM SOUTHM:STERL Y CORNER OF RESTROOMS R.O.S. NO. 17271 (PT. NO. 11) ©2012 O'Day Consultants, Inc. 2710 Loker Avenue Weet Civil Engineering ENGINEER OF WORK: Suite 100 Planning REVIEWED BY: Carlsbad, Colifornio 92010 PrQceeelng <l~HJ.AJap~ <//,3L1< 760-931-7700 Surveying Fax: 760-931-8680 DATE: ODoyConsultants.com IN~PECTOR 0 I TIMOTHY 0. CARROLL, JR. RCE: 55381 DATE . RECORD FROM: ELEVATION: 17J24 DATUM: NCVD 1929 DATE INITlAL ENGINEER OF WORK REVISION DESCRIPTION DATE KEY MAP North NOTTO SCALE PREPARED FOR: PROPERTY DEVELOPMENT CENTERS, LLC Contact: Jim Reuter 5918 Stoneridge Mall Road Pleasanton, CA 94588 Phone: (925) 738-1232 PREPARED BY: TESHIMA DESIGN GROUP Contact: Mark Stempniak 9903 Businesspark Avenue, Suite 100 San Diego, CA 92131 Phone: (858) 693-8824 RECYCLED WATER SIGN ~-eLACK ~oeo PURPLES~ I" SLAC,K LeTTeR5 I • • • ---36'--+-----------,_ N,T,S, ~ WARNING I ECYCLED WATER DO NOT DRINK ruV! RECYCLED WATE ~>: z WASH HANDS AFTER CONTACTING LAVESE SUS MANOS DESPUES DE USA I,- \__2" 6LACK I.ETTE:R5 SIZE, 1:2" X 56" .060 AElS PLASTIC., STICK-ON VINYL OR .052" ALUMINUM L-1 CTu CITY OF CARLSBAD Lill 7 ENGINEERING DEPARTMENT 2 LANDSCAPE TITLE SHEET FOR: LA COSTA TOWN SOUARE COMMERCIAL RANCHO SANTA FE ROAD -·c.r. 01-09 APPi~~,~~~-J "~_,PESKI . ' 11/2/l/£2 ENGff EERING MANAGER PE 41204 EXPIRES 3/13/13 · ,-D:ATE OWN BY: PROJECT NO. INITIAL DATE INITlAL CHKD BY: c;,.J DRAWING NO. OTHER APPROVAL CITY APPROVAL RVWD BY: C.T 01-09 409-4 121812 NOTE: ALL SCREENED FACILITIES ARE PER CIVIL DRAWINGS. TESHIMA DESIGN GROUP CANNOT VERIFY LOCATIONS. CONTRACTOR MUST FIELD VERIFY ACTUAL LOCATIONS. NOTE: THERE SHALL BE NO DIRECT PIPE TO PIPE DRAINAGE FROM RECYCLED WATER TO STORM DRAIN. NOTE: PROVIDE CROSSOVER SLEEVE PER NOTE 16 ON SHEET L-1, WHERE PROPOSED RECYCLED WATER IRRIGATION MAIN CROSSES POTABLE WATER MAIN. NOTE: THERE ARE NO FOUNTAINS, DRINKING FOUNTAINS, POOLS OR WELLS OR PLAYGROUNDS ON SITE. NOTE: THERE ARE NO GROUND LEVEL OR SIDE OF BUILDING AIR INTAKES. NOTE: THERE ARE NO EXISTING WELLS ON SITE. North I 0 ]01 60' 1201 SGALE, l"=bO'-O" © 2012 O'Day Consul tan ts, Inc. PROPOSED REC.YCLED 1-V-. TER METER AND ,,---6ACKFLO)'{ AS5EM61.... '1' LOC-AT!ONS LEGEND ..... -RI/- • [gJ @ ® BACKFLOW PREVENTER BALL VALVE WATER METER (FUTURE RECYCLED) PROPOSED RECYCLED WATER IRRIGATION MAINLINE POTABLE WATER MAIN IN STREET RECYCLED WATER MAIN IN STREET "DO NOT DRINK" SIGNS AREAS OF RECYCLED WATER USE REMOTE CONTROL VALVE MASTER CONTROL VALVE FIRE HYDRANT QUICK COUPLER CONTROLLER FLOW SENSOR PRESSURE REDUCING VALVE " SIZE: 18" X 18" .oe,o ABS PLASTIC, STICK-ON VINYL OR .032" ALUMINUM -#----18''----#' N,T,S, WASH HANDS AFT CONTACTINQ LAVESE SUS ~OJ ~ESPUES DE USM o <---3" DIA. METAL POST 1:1 O I SLOPE TO DRAIN 1:1 /FIN.GAD. 10' NOTE: PROVIDE AN EMBEDDED SLEEVE FOR THE POST RECLAIMED HATER SIGN N.T.S. RECYCLED WATER USE MAP • TESIDMA DESIGN GROUP IANDSCAPE ARCHITECTURE · LAND PIANNJNG 9903 BUSINESSPARK A YR SUTIE 100 • SAN DIF.GO, CA 92131 PH• (35ll) 69Hl!l4 FAX• (35ll) &J3-ll82 c~/~~- DESIGNED BY: A.M. OATE: JANUARY 2012 DRAWN BY: J.S. SCALE: 1" -20' T.C. 101290-04 PROJECT MGR.: JOB NO.: s 2710 Loker Avenui; West Civil Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, California 92010 Proce:rning 760-931-7700 Surveying Fox: 760-931-8680 DATE: ODayConsult□nts.com TIMOTHY 0. CARROLL, JR. RCE: 55381 TOG JOB NO. 12-03 "AS BUILT" ~,~-~:~;,. 1~j~ REVIEWED BY: ·1r~....a ~la.Li<' IN PECTOR DATE DATE= 8-16-12 BENCHMARK: DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 62/5" IN CURB !lf"ST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES AND EAST OF CALLE TIM/TEO. SET IN CURB ON !lf"ST SIDE OF PARK/NC LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) ELEVMION: /lJ.21 DATUM: NCVD /929 DATE INITIAL ENGJNEER OF WORK REVISION DESCRIPTION WATER USE CALULATIONS MAXIMUM APPLIED WATER ALLOWANCE CALCULATION • MAWA MAWA = (ETo)/0.62)(0.7 x LA) MAWA= /47)/0.62)(0.7 x 6,720) MAWA = 137,074 Gallons per Year MAWA = 137,074 I 748 = 183 HCF (Hundred-Cubic-Feet Per Year) ESTIMATED TOTAL WATER USE CALCULATION • ETWU HYDROZONE 1 Plant Material• Ornamental and Native drought tolarent/low water use plants Plant Coefficient (PF) -0.3 Annual Yearly Evapotranspiration (ETo) • 47 Landscape Area (HA)· 6,720 Sq. Ft. Irrigation Type -MPR Spray Heads Irrigation Efficiency (IE) • 0.55 ETWU = (ETo)/0.62)/PF x HA I IE) ETWU = (47)(0.62)(0.3 x 6,720 I 0.55) ETWU = 106,811 Gallons per Year ETWU = 106,811 I 748 = 142 HCF (Hundred-Cubic-Feet Per Year) CONCLUSION The ETWU (106,811 gallons per year) is less than MAWA (137,074 gallons per year). , The water budget tor La Costa Town Square (Rancho Santa Fe Road Median) complies , with MAWA. lj __ uTI 8 CITY OF CARLSBAD ENGINEERING DEPARTMENT RECYCLED WATER US£ MAP FOR: LA COSTA TOWN SQUARE COMMERCIAL RANCHO SANTA f£ ROAD L-2 Lill 2 C.T. 01-09 3' l~ K. Y/l·SKI /.' 1. .. ~ · __J_J z"' 12 ENGIEERING MANAGER PE 41204 EXPIRES 3/13/13 TIAT( DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITL>\L CHKD BY: cw OTHER APPROVAL CITY APPROVAL RVWD BY: C.T. 01-09 409-4 -.,- 1Z 1812 0 w~ 00 G') 0~ -ti 0 UI \0 N' ~ I SEE SHEET L-6 FOR IRRIGATION LEGEND SEE SHEET L-7, L-8 AND L-9 FOR IRRIGATION DETAILS $EE SHEET L-6 FOR IRRIGATION NOTES SEE SHEET L-14 FOR SPECIFICATIONS North u 0 5, 20' 40' SCALE: 1"=20'-0" ©2012 O'Day Consultants, Inc. ~-Btlll-T If f'. ~\-,\ ~ge-H!? f'c11ilf o/ a,t;[t,ft;11t)N. ( ~-r~ ~ t&-j ~ ~~ ~ ~- 'Ft()W ~- ~~ f<m)C,1NG-VAIMJ ~Ct9~VN-V5' &LUO~ C~ VAl,,l.ie &-1...v Vl-<l,.,IA5" ---~93U~~ l-4-,IN i.--1~ ~•A~ I i I c~/~ftl, s 271 0 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 SurveJing Fax: 760-931-8680 ODayConsultants.com \ j DESIGNED BY: A.M. DRAWN BY: J.S. PROJECT MGR.: T.C. ENGINEER OF WORK: TIMOTHY 0. CARROLL, JR. DATE: JANUARY 2012 SCALE: 1" = 20' JOB NO.: 101290-04 DATE: RCE: 55381 IRRIGATION CONTROLLER FOR MEDIAN CONTRACTOR SHALL INSTALL (1) ONE 8-STATION CALSENSE CONTROLLER, MODEL ET2000e·8-R-RRe-SSE-R/FM-1 B. INSTALL IN.HEAVY-DUTY STAINLESS STEEL PEDESTAL ENCLOSURE WITH RADIO ANTENNA. INSTALL CONTROLLER IN THE PUBLIC RIGHT-OF-WAY PLANTER AREA BETWEEN THE STREET CURB AND THE RIGHT-OF-WAY LINE. CONTRACTOR SHALL PROVIDE A TELEPHONE; LINE WITH RJ-11 JACK TO CONTROLLER LOCATION. CONNECT CONTROLLER TO RAIN SENSOR/ET SENSOR THROUGH CENTRAL SOFTWARE. INSTALL A MIN. 14 AWG WIRE IN CONDUIT FROM FLOW SENSOR AND MASTER VALVE TO CONTROLLER LOCATION. FINAL LOCATION OF CONTROLLER SHALL BE APPROVED BY AUTHORIZED CITY REPRESENTATIVE PRIOR TO INSTALLATION. INSTALL PER MANUFACTURER'S SPECIFICATIONS. • TESIIlMA DESIGN GROUP IANDSCAPE ARCHITECTURE • I.AND Pl.ANNING 9903 BUSINES5PARK A YR SUITE 100 • ~ DIEGO, CA 92131 I'll• (&Ill) fllH824 FAJO (&Ill) f6HIB2 TOO JOB NO. 12--03 DATE= 8-16-12 BENCHMARK: Iii I "AS BUILT" DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 62/5" ~~ o/2!/(16'. ;:c-~,..-·,: L ::-i ~ i4s,, EXP~~/~/11. DATE LOCATION: IN CURB WEST SIOE OF COMMUNITY LOT COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON WEST SIDE OF PARK/NC LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS REVIEWED BY: RECORD FROM: R.O.S. NO. 17271 (PT NO. 71) .....51"" < 16,d J ,c,O 'l, /.L!. I/ < IN~ECTOR • DATE ELEVATION: I 13.24 DATUM: NCVD 1929 POINT OF CONNECTION INFORMATION (MEDIAN) Point of Connection 1" Recycled Water Irrigation Meter HGL Meter Elevation Static Pressure Peak Flow Controller Type 580 336 105 psi 25.2gpm Calsense Controller ET2000e-8-R-RRe~ SSE-R/FM-1 B Stations Available 8 Stations Used Backflow Device 7 1-1/4' Febco 825Y Installed 80 mesh Y-strainer Note: Point-of Connection Assembly including water meter, backflow device, master valve and flow sensor shall be installed in the planter area within the public right-of-way between the street curb and the right-of-way llne. NOTE: Sleeves on Recycled Water Mainline must extend Min. 1 O feet each side of Potable Main per Note #1§. on Sheet L-1. (Typical for all Crossings) L-3 ~ CITY OF CARLSBAD ~ t------l---+------------------11-----l----l-------+-~ ~ ENGINEERING DEPARTMENT ~ :==::::..:::===========-==~ DATE INITIAL DATE INITL.\L DATE INITL.\L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL !RR/CATION PLAN FOR: , LA COSTA TOWN SQUARE COMMERCIAL RANCHO SANTA F[ ROAD C.T. 01-09 APP~:. K~· l:Zd'ESKI 1 2 . 2 ENGlll'EERING MANAGER PE 41204 EXPIRES 3/13/13 -4/112,la-- DWN BY: -,-:~,-.,J,-I PROJECT NO. I DRAWING NO . CHKD BY: ~v CT. 0/ 09 409-4 RVWD BY: • • -~-------- '/21812 ' I ' I. North 0 5' 20' 40' SCALE, 1"=20'-0" VALVE MANIFOLD INCLUDING .REMOTE CONTROL VALVES, BALLi VALVES AND ou1cK·couiilEFi . . INSTALL IN ~1,1\NTER AREAS.EE DITA!LS'A,'B,·H AND~Mf· · ©2012 O'Day Consultants, Inc. • WIRE SLEEVE (TYP.) ,.-..... f<eM~ ~ V,6,.1..,VG ~l€f2-. ~i-, V-6-.t..-~ (Q(.114 ctU~ VAIJ/f? ~ ~w ey-t-t.. V.,6,,1.--VE ---~u;t, tJA!tJ ~lfJG' tr ~ DESIGNED BY: A.M. DATE: JANUARY 2012 c~/??~, DRAWN BY: J.S. SCALE: 1" = 20' PROJECT MGR.: T.C. JOB NO.: 101290-04 s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying DATE: Fox: 760-931-8680 O0oyConsultants.com TIMOTHY 0, CARROLL, JR. RCE: 55381 ,. . •• . ~~-=- • ~lill1t~~~RO 9903 BUSINESSPARK A YR SUITE 100 • SAN DIEGO, CA Pit-(8l8) "'3-11!24 FAJ<! (818) TOO JOB NO. 12-03 "AS BUILT" ~i?n_~ 1/zfj-,{J5 · .eettlMA ~ , ., ... ,~L,A,, 14,% EXP. 6:/ &,/ 16 REViEWED BY: C7 . _,. .. .,. J :r-!t3 L,s-: INS~ECTOR ' DATE . DATE= 8-16-12 . BENCHMARK: DESCRIPTION: 2 !/2" 0/SC STAMPED "CLSB-011 LS 62/5" IN CURB WEST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON WEST SIDE OF PARKING LOT, 104 FT FROM SOU!HWESTERLY CORNER OF RESTROOMS RECORD FROM: R.OS. NO 17271 (PT. NO 11) ELEVATION: /lJ.24 DATUM: NGV/J 1929 NOTE: Sleeves on Recycled Water Mainline musr extend Min. 1 o feet each side of Potable Main per Note #1.§. on Sheet L-1. (Typical for all Crossings) SEE SHEET L-6 FOR IRRIGATION LEGEND SEE SHEET L-7, L-8 AND L-9 FOR IRRIGATION DETAILS SEE SHEET L-6 FOR IRRIGATION NOTES SEE SHEET L-14 FOR SPECIFICATIONS L-4 ~ CITY OF CARLSBAD ~ l---+--+---------------l---f---1---t----i L1Q_j ENGINEERING DEPARTMENT ~ ~='-====::::'.::=======-=== DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGATION PLAN FOR: LA COSTA TOWN SQUARE COMMERCIAL RANCHO SANTA f£ ROAD c.r. 01-09 OWN BY:--~ CHKD BY: e.J RVWD BY: PROJECT NO. C.T. 0!-09 1 ! DRAWING NO. 409-4 121812 C ~ :e 0 Ci) 0~ """' 0 UI \0 N' ~ Ll •• J ·· ...... ~;~:-- i,._} (f·· •:·::r • .. J I ,-., J ..,s.:,> ..•. , \ .•. J :l!l ·-· , .. 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( WA'1'8R MetoR) ~> i .;:<: ,\ ' ' --( 1~1 ~( I ,, I -::.'si{ ·--::2------. .::::::co, ------.,.-------------------------\ ,~i) \ -.. -----=----' '-c------ • @] ~ North 0 5' 20' 40' SCALE, 1"=20'-0" ©2012 O'Doy Consultants, Inc. . ,,._ -=~~RS ~FUW ~ ---------------------------.-:\_ .:::~---~~----~-= ,----.Tj \. \ I ~ ~ING V~ ~~1--V~ M>e,~ ~I... V,l>Ule c:Qlll?f. ~f'\.$.. Vi'<~ ~t..-U7Jll-• fVU,. w- ~ V.6.1....V~ fle.oc.61..lit-izet? ~N \..-.1..:S- .t>tlet.J;; c~/??~, s 2710 Loker Avenue West Civil Engineering Suite 100 Planning Carlsbad, Californio 92010 Processing 760-931-7700 Surv6ying Fax: 760-931-8680 ODayConsultants.com DESIGNED BY: A.M. DRAWN BY: J,S_ PROJECT MGR,: T.C. ENGINEER OF WORK: flMOTHY 0, CARROLL, JR. DATE: JANUARY 2012 SCALE; 1'' = 20' JOB NO.: 101290-04 DATE: RCE: 55381 • TESIIlMA DESIGN GROUP LANDSCAPE ARCIIlTECTURE , I:AND PIANNING 9903 BUSINESSPARK AVE. SUITE 100 • Si\N DIEGO, CA 92131 PH• (&lll) .,.,_8824 FAJO (lilll) .,.,_IIBl TOO JOB NO. 12--03 DATE: 8-16-12 BENCHMARK: "AS BUILT" ~-~ g~~ ~~f~Hl~p~~:/BO/U, TE DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 62/5' IN CURB WEST SIDE OF COMMUNITY LOT LOCArlON: COMMUNITY PARK/NC LOT NORT/-1 OF CAMINO OE LOS COC/-/ES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON WES( SIDE OF PARKING' LOT, 104 FT FROM SOUT/-/WESTERL Y CORNER OF RESTROOMS REVIEWED BY: RECORD FROM: R. O.S. NO. 17271 (PT. NO, 11) _!{I ,w._~J ... '2 EJ,3.bL INs°'{ECTOR DATE ELEVATION: 173.24 DATUM: NCVO 1929 NOTE: Sleeves on Recycled Water Mainline must extend Min. 1 O feet each side of Potable Main per Note #1§_ on Sheet L-1. (Typical for all Crossings) SEE SHEET L-6 FOR IRRIGATION LEGEND SEE SHEET L-7, L-8 AND L-9 FOR IRRIGATION DETAILS SEE SHEET L-6 FOR IRRIGATION NOTES SEE SHEET L-14 FOR SPECIFICATIONS L-5 ~ CITY OF CARLSBAD ~ ~====:====~============================~~====~===~====~===~ Li1J ENGINEERING DEPARTMENT ~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL IRRIGATION PLAN FOR: LA COSTA TOWN SQUARE COMMERCIAL RANCHO SANTA f[ ROAD C.T. 01 09 APP~ ){N~ Yifj .~SKI '., ----~ Ii 1_'2. ENGi E&MANAGER PE 41204 EXPIRES 3/13/131~/a:_ OWN BY:--~ I CHKD BY: e,,J RVWD BY: _ PROJECT NO, C.T. 01-09 I DRAWING NO. _ 409-4 121812 C -,::.. :e .... G') 0 -,::.. -110 u, \0 N~ ' I ' ' t ( l i ,, I I ' I ' f J : ,I ] \ f i ' L I• I ! l. EQUIPMENT LEGEND (RECYCLED WATER SYSTEM} SYMBOL DESCRIPTION MANUF MODEL SIZE NOTES ' . [Jill [%] ~ (§ [gJ @ • ~ ~ NOT SHOWN ® . Recycled Water Meter Reduced Pressure Backflow Preventer Febco 825Y Bronze Remote Control Valve Weathermatic 8200CR-1 o Bronze Master Control Valve Weathermatic 8200CR-1 O Controller Calsense ET200De-8-R-RRe- SSE-R/FM-1 B Flow Sensor Calsense FM-1B Quick Coupler Nelson 7645 Brass Ball Valve Wilkins Wilkins 850 Electrical Connection Check Valve KBI KC-Series Pressure Reducing Valve Wilkins 500 Series Pressurized Purple Mainline PVC Sch.40 Non-pressurized PVC Class 200 Purple Lateral 1" 1-1/4" 1" 1" 8-Stations 1" 1" Line Size 120 Volt 2" 2" Size Per Plan Provided by others. Approx. where shown, field verify. Contractor shall install with Wilkins 1" 500YSBR 80 mesh Y-strainer. See Detail C-2.1. Install in valve box with purple lid per Detail H and M. Install in valve box with purple lid per Detail H. Install in heavy-duty stainless steel pedestal enclosure with radio antenna. Install controller in the public right-of-way between the street curb and the right-of-way line. Contractor shall provide a telephone line with RJ-11 Jack to controller location. Connect controller to Rain Sensor/ET Sensor through central software. Install a min. 14 AWG wire in conduit from flow sensor and master valve to controller location. Final location of controller shall be approved by authorized city representative prior to installation. Install per manufacturer's specifications. See Detail L. See note below. Install per manufacturer's specifications. Provide a min. 14 AWG wire in conduit from flow sensor and master valve to controller location. See Flow Sensor Detail D. Install in 1 O" Round Valve Box with purple lid per detail A. Install with ACME threads. Brand lid with letters "QC". Install in 1 O" round valve box with purple lid per Detail B. Plug or hard wire controller onto GFI electrical outlet. Location to be determined by Owner. Install where required to prevent low head drainage. If psi is found to exceed BO psi, install 75-125 psi regulator at point of connection as shown on plan. Install on the down-leg of the Backflow Preventer. Install with 18" cover. See Trenching Detail C. Install trust blocks on mainline at direction changes. Install with 12" cover. See Trenching Detail C. Sleeve under improvements: Under Vehicle Paving install mainline, wiring and laterals in separate PVC Sch. 80 sleeves with 36" cover. Under Pedestrian Paving install mainline, wiring Sleeve -Purple Color for Sch.40 Gray Color for Sch. 80 PVC See Notes Size Per Plan and laterals in separate PVC Sch. 40 sleeves with * "Do Not Drink" Sign - 2 Total 18" cover. All sleeves shall be 2 times line size. Note: where mainline is shown sleeved, install 4" wire sleeve. See Sleeve Detail E. . See Detail on Sheet L-2. ~ Controller Station \ -.I Maximum GPM ---Valve Size NOTE: ALL SPRAY HEADS ARE TO BE EQUIPPED WITH BUILT-IN CHECK VALVES. ALL SPRAY HEADS TO BE EQUIPPED WITH A PRESSURE COMPENSATING DEVICE. ALL HEADS ARE TO BE ADJUSTED TO PROVIDE BEST COVERAGE TO THE LANDSCAPED AREA WITHOUT OVER SPRAY ONTO BUILDINGS, WALLS, WALKWAYS AND PAVING. IRRIGATION SYSTEM IS DESIGNED TO OPERATE ONE VALVE AT A TIME. IF NECESSARY CONTRACTOR CAN COMBINE THE RUN TIME OF SOME VALVES TO ASSURE THE PROPER PERFORMANCE OF THE MASTER VALVE AND THE FLOW SENSOR. (FLOW SENSOR NEEDS MORE THEN 3 GPM TO OPERATE PROPERLY). CONTRACTOR CAN SET THE CONTROLLER TO OPERATE TWO OR MORE VALVES AT THE SAME TIME ONLY IF THE TOTAL COMBINED FLOW OF THE VALVES DO NOT EXCEED 30 GPM. SPRINKLERS, MP ROTATOR HEADS AND OTHER TYPES OF DISPERSION HEADS SHALL HAVE THE EXPOSED SURFACE COLORED PURPLE. THE EXPOSED SURFACE SHALL BE COLORED THROUGH THE USE OF INTEGRALLY MOLDED PURPLE PLASTIC OR PERMANENTLY ATTACHED PURPLE PLASTIC RING OR DISC. ALL SHRUB HEADS SHALL HAVE PURPLE CAPS. IRRIGATION LEGEND (RECYCLED WATER SYSYTEMJ SYMBOL DESCRIPTION MANUF MODEL PSI RADIUS GPM NOTES 8 Pop-up Rain Bird 1812-SAM-PRS-NPCAP Body Style ffi MPR Nozzle -Full BF 30 8 1 .05 Install PCS screens as required --1--------------+-----+-------8H-------+--3-0-+---8---+----0-_5-2---1 to reduce radius. Install on 12" L MPR Nozzle -Half J.::. MPR Nozzle -Quarter --1--------------+----t---------------+--+----+---------i pop-up bodies. Use bottom '----'--------------'----.L.,_ ______ BQ ______ ___,__3_0-'-_-8 __ _,_ __ 0_.2_6 __ 7 inlet only. See Pop-up Detail F. Bubblers Rain Bird 1806-SAM-PRS-NPCAP PA-BS Body Style • Tree Bubbler Install (2) bubblers per tree. 1----~~-------------~-------------~-~--------------1 See Tree Bubbler Detail G. 1402 30 (2x) 0.50 IRRIGATION NOTES 1. ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE. 3. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTUAL PLANS AND AS-BUILT DRAWINGS BEFORE BEGINNING WORK. 4. CONTRACTOR SHALL COORDINATE ALL IRRIGATION LINES AND CONTROLLER WIRES WITH PROPOSED LOCATIONS OF PLANT MATERIAL AND ROOT BARRIERS PRIOR TO INSTALLATION. ALL IRRIGATION SLEEVES SHALL BE COORDINATED AND INSTALLED PRIOR TO INSTALLATION OF ANY PAVING, WALL FOOTJNGS / FOUNDATIONS, CURBS AND ETC. 5. THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS AS NECESSARY. 6. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CONSTRUCTION MANAGER PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE OWNER. 7. INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH OLIVEN HAIN MUNICIPAL WATER DISTRICT, CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8. ALL LATERALS, MAINLINE AND WIRE UNDER PEDESTRIAN PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED. ALL LATERALS, MAINLINE AND WIRE UNDER VEHICLE PAVED AREAS TO BE INSTALLED IN A SCH. 80 SLEEVE TWICE THE DIAMETER OF THE PIPE CARRIED.ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. ALL SLEEVES TO BE AS SHOWN ON THE PLANS. 9. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDING, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. 10. ALL HEADS INDICATED ON THE PLANS AT A SPACING LESS THAN 75% OF FULL OPEN THROW, AS PER MANUFACTURER'S RECOMMENDATIONS, ARE TO RECEIVE A PCS SCREEN OF APPROPRIATE SIZE TO REDUCE THE RADIUS TO MORE CLOSELY MATCH THE SPACING. REFER TO THE MANUFACTURER'S CHARTS PROVIDED WITH PCS SCREENS FOR SIZING OF SCREENS. 11. PROVIDE CLEAN SAND BEDDING AND BACKFILL FOR PRESSURE MAINLINE PIPE (3 IN. BELOW AND 6 IN. ABOVE PIPE MINIMUM). 12. IRRIGATION SYSTEMS ARE TO BE INSTALLED AS SHOWN ON THE PLANS & IN ACCORDANCE 'N[rHE CRITERIA AND STANDARDS OF THE OLIVENHAIN MUNICIPAL WATER DISTRICT AS OF THE APPROVED DATE OF THESE PLANS. 13. USE VARIABLE ARC NOZZLES AS REQUIRED TO ACHIEVE COMPLETE COVERAGE WITH MINIMAL OVERSPRAY 14. SYSTEMS ARE DESIGNED FOR A MINIMUM OF 40 psi FOR SPRINKLER HEADS. 15. ALL LATERAL END RUNS SHALL BE 3/4" CL. 200, UNLESS OTHERWISE NOTED. 16. ALL REMOTE CONTROL VALVES SHALL BE INSTALLED IN VALVE BOXES, ONE VALVE PER BOX. LOCATE ALL REMOTE CONTROL AND QUICK COUPLING VALVES ADJACENT TO WALKS OR CURBS. 17. CHECK VALVES SHALL BE INSTALLED AS REQUIRED TO PREVENT ALL LOW HEAD DRAINAGE. 18. CONTRACTOR SHALL VERIFY THAT THERE IS ADEQUATE PRESSURE AVAILABLE AT THE SITE FOR THE IRRIGATION SYSTEM TO WORK PROPERLY. IDEALLY THERE SHOULD BE 40 POUNDS OF PRESSURE AT LAST HEAD ON EVERY CIRCUIT. DESIGN ASSUMES 105 PSI AT THE POINT OF CONNECTION AS PROVIDED BY THE OLIVEN HAIN MUNICIPAL WATER DISTRICT. SHOULD PRESSURE BE DIFFERENT THEN SHOWN ON THE PLAN CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR INSTRUCTIONS PRIOR TO PROCEEDING WITH INSTALLATION. 19. IF AVAILABLE PRESSURE EXCEEDS 80 PSI CONTRACTOR SHALL ADJUST PRESSURE AT PRESSURE REQULATOR. 20. CONTRACTOR SHALL VERIFY PROPOSED LOCATION FOR BACKFLOW PREVENTER AND IRRIGATION CONTROLLER PRIOR TO INSTALLATION. OLIVEN HAIN MUNICIPAL WATER DISTRICT. BACKFLOW SPECIALIST TO APPROVE BACKFLOW PREVENTER LOCATION. 21. CROSSOVER SLEEVE TO BE PROVIDED WHERE RECYCLED WATER IRRIGATION MAINLINE CROSSES POTABLE DOMESTIC WATER MAINS. SLEEVE TO BE INSTALLED ON RECYCLED MAIN AND EXTEND TEN (1 O) FEET ON EITHER SIDE OF THE POTABLE MAIN. 22. CONTRACTOR IS TO PROVIDE AN ADDITIONAL COMMON WIRE AND (2) TWO CONTROL WIRES TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. WIRE SHALL BE BUNDLED, TAPED, AND PLACED IN 10" ROUND CONTROL VALVE BOX. 23. CONTRACTOR SHALL PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE TO THE LANDSCAPE ARCHITECT AT THE TIME OF FINAL INSPECTION. 24. IRRIGATION SYSTEM IS DESIGNED TO OPERATE ONE VALVE AT A TIME. IF NECESSARY CONTRACTOR CAN COMBINE THE RUN TIME OF SOME VALVES TO ASSURE THE PROPER PERFORMANCE OF THE MASTER VALVE AND THE FLOW SENSOR. (FLOW SENSOR NEEDS MORE THEN 3 GPM TO OPERATE PROPERLY). CONTRACTOR CAN SET THE CONTROLLER TO OPERATE TWO OR MORE VALVES AT THE SAME TIME ONLY IF THE TOTAL COMBINED FLOW OF THE VALVES DO NOT EXCEED 9 GPM. 25. CONTRACTOR SHALL PROVIDE IRRIGATION WATERING SCHEDULES FOR PLANT ESTABLISHMENT PERIOD, ESTABLISHED LANDSCAPING, TEMPORARILY IRRIGATED AREAS AND DIFFERENT SEASONS. IRRIGATION WATERING SCHEDULE SHALL BE PROVIDED TO THE LANDSCAPE ARCHITECT AT THE TIME OF FINAL INSPECTION. • TESHIMA DESIGN GROUP I.ANDSCAPE ARCIIlTECTURE · lAND PIANNING 9903 BUSIM!Sfil'ARK AYR SUITE 100 • SAN DIEGO, CA 92131 f'H: (."858) <Bl-8824 FAX= (858) f83-1182 PRESSURE LOSS CALCULATIONS PROJECT: LA COSTA TOWN SQUARE· RANCHO SANTA FE ROAD MEDIAN LOCATION: LA COSTA AVE AND RANCHO SANTA FE RD, CARLSBAD, CA PRESS ZONE/ SOURCE ELEV.: 580 DATE OF PRESSURE CHECK: 1/30/12 BY: O.M W.D. JOB N0.:12-01 CLIENT N0.:925.738.1232 WATER AUTHORITY: OLIVENHAIN MUNICIPAL WATER DISTRICT CALC. DATE: 7/17/12 BY:MS VALVE NO. CHECKED: 6 PRESS. AT PDC: 105 PSI PDG ELEVATION: 336 HIGHESTHEAD: 360 PIPE PIPE PIPE PIPE ACCUM. LOSS SECTION TYPE SIZE LENGTH GPM INPSI CL.200 3/4" 30' 1.5 .07 2 CL.200 3/4" 30' 6.3 .50 3 CL.200 3/4" 30' 7.8 .85 4 CL.200 1" 30' 12.6 .55 5 CL.200 1-1/4" 15' 25.2 .24 A. TOTAL LATERAL SYSTEM LOSSES 2.21 MAINLINE SYSTEM: PIPE PIPE PIPE PIPE ACCUM. LOSS SECTION TYPE SIZE LENGTH GPM INPSI CL.315 2" 932' 25.2 5.2 B. TOTAL MAINLINE SYSTEM LOSSES 5.2 MISCELLANEOUS LOSSES: SIZE: WATER METER 1" 4.0 BACKFLOW PREVENTER 1" 12 CONTROL VALVE 1" 4.0 MASTER CONTROL VALVE 1" 4.0 FLOW SENSOR 1" 2.2 C. TOTAL MISCELLANEOUS LOSSES 26.2 D. TOTAL SYSTEM LOSSES (A+B+C) 33.6 E. FITTING LOSSES ( 15% OFTOTAL LOSSES) 5.0 F. HEAD LOSS/ GAIN IN SYSTEM 10.3 G. MINIMUM REQUIRED PRESSURE AT LAST HEAD 3D H. DESIGN PRESSURE ( D+E+F+G) 78.9 I. AVAILABLE PSI 105 J. RESIDUAL PSI ( 1-H) 26.0 L-6 CONTRACTOR SHALL CONTACT CALSENSE SPECIFICATION MANAGER, ERIN HAGEN, AT 800.572.8608 AND SHALL SCHEDULE PRE-CONSTRUCTION MEETING TO REVIEW INSTALLATION DETAILS AND SPECIFICATIONS IN FIELD. TOO JOB NO. 12--03 DATE: 8-16-12 1------+-------1------~-----+--+-------+------+--1 ~2 CITY OF CARLSBAD ~ L..11.J ENGINEERING DEPARTMENT ~ ~=~========:::'...'.::===: /RR/CATION LEGEND AND NOTES FOR: ©2012 O'Day Consultants, Inc. 271 0 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODayConsultants.com Civil Engineering Planning Processing Surveying 't ~ BUILT" ~(~tl~EXP.~i;,v,,_ 4/zt;;f( I----------------, ~. f45', , , ·I,.,._,, "" DESIGNED BY: A.M. DATE: JANUARY 2012 DRAWN BY: ~J=.S~. ___ SCALE: 1" ~ 20' PROJECT MGR.: T.C. JOB NO.: 101290-04 ENGINEER OF WORK: 1-------------------< REVIEWED BY: </ ..• IM,.J..o DATE: TIMOTHY 0. CARROLL, JR. RCE: 55381 IN'.{PECTOR DATE BENCHMARK: DESCRIPTION: 2 1/2" 0/SC STAMPED "CLSB-011 LS 62/5" IN CURB MST S/OE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON WESTS/OE OF PARK/NC LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS RECORD FROM: R.0.S. NO. 17271 (PT. NO. 11) ELEVATION: /lJ.24 DATUM: NGVO 1929 OATE INITIAL DATE INITIAL INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA TOWN SQUARE COMMERCIAL RANCHO SANTA FE ROAD .· c.r. 01-09 APP~: GL)i'NN JS. YMJ .l;;,ESKI / . / ~ X. ?/§.-. -~ __JI_-Zl};!Z ENGIN~ERING MANAGER PE 41204 EXPIRES 3/13/13 1DATE DWN BY: CHKD BY: C~ RVWD BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4 127812 NOTE: '---------<11 "-------i12 ----(13 CD ® @ @ ® ® 0 ® ® @ 9" DIA. PLASTIC VALVE BOX WITH PURPLE LOCKING COVER INSTALL 2" ABOVE GRADE IN GROUNDCOVER FINISH GRADE PAVING OR STRUCTURE QUICK COUPLER WITH RUBBER CAP 5" DEPTH PEA GRAVEL INSTALL BOX LEVEL WITH 2 STANDARD BRICKS RED BRASS COUPLING RED BRASS RISER 1/2 CU. FT. MIN. CONG. THRUST BLOCK PVC ELL OR TEE (CONNECTION TO MAINLINE) (2) RED BRASS STREET ELLS RED BRASS NIPPLES (2) RED BRASS ELL 1 CD FINISHED GRADE ¢, FLOW @ PLASTIC VALVE BOX WITH PURPLE BOLT DOWN COVER. USE STAINLESS STEEL BOLT NUT AND WASHER HEAT BRAND 'BV' ONTO LID. 2 3 0 BRICK SUPPORTS @1/2 C.F. 3/4" CRUSHED GRAVEL @BALL VALVE QUICK COUPLER SHALL BE TYPE APPROVED FOR USE WITH RECYCLED WATER WITH ACME THREADS @ @ @ (i_3J BRAND "QC" ON COVER ®MAINLINE (!) LANDSCAPE FABRIC RECYCLED YATER YARNING TAG Recto.ngulo.r Purple Vo.lve Box QUICK COUPLER Co.lsense Controller Pl e Slzln Cho.rt F,M, Upstreo.r1 Downstreo.M Size Length Length 1· 10" 5• 1.25' 12,5• 6,25' 1.5 15" 7S 2· 20• 10· 3• 30" 15' ,,.----1--Blo.ck \./Ire Ho.rness Blue -Reci Recto.ngulo.r Purple Vo.lve Box Bro.ncl 'FM' on cover NOTTOSCALE QI) BALL VALVE I II I I 1k1lk'.'. x)O(xx'>(x',,6 I II I I 1ki1k'.'. X)(;.J:'x>(xx" 0, )<'x'/.x>6 :111111~ I II I I I~ >OOO<><XX:XX>6< l 111= ill .. Li -,()(';<>6-txx r' II I I I~ 3 l ·1 1 11 11~ ~}~~~} 1'.~[.{m~~~~~~::i.lr.~~1~~1~2~1f ~~i\~i;~;;;~rmi11~11~1~:------ 2 1 Bro.nci 1MV1 on cover~ Yhlte--Bluck 111_11 I I I ''•' ,, ... , ... , ,,..·'"' ,, ..•... ''"''' ··•""' ., .. , . .,_,r;•;s••·" -lli-l Mo.st er V o.l Vii! \ ~---"c--------'---~ @ ©2012 O'Doy Consultants, Inc. Vo. terproof' Electrical Connectors (DHARDSC • ~-_L__~,L--'(-'ci-'o .:.:n.:.:o.:.:t---=:us:..:e:_o::p.:.:re:;__-flll eci type connect ors) 4 @ CLEAN BACKFILL -90% COMPACTION ~---',o--Co.lsense Flow Meter, Model FM-lB REQUIRED -SEE SPECS @) SAND (TYPICAL) FLOW METER 271 0 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-9.31-8680 00ayConsultants.com NOTE: @NON-PRESSURE LATERAL LINE IN SLEEVE · 1 m= m -1 i-ri 1 'ri i'= -111 · -1' ,-11 " '-=~ = 18" MINIMUM DEPTH . -TTT-TT•-=-TTT-m_;,,_-, ,,_11-,, ,_-,, ,Wn,_11 lml @ CONTROL WIRE SLEEVE ADJACENT TO MAINLINE SLEEVE -3" 6'-' -3"-® PRESSURE SUPPLY LINE IN SLEEVE I 24" MINIMUM DEPTH NOTES; 1. All sleeves to be Sch.40 PVC ( Sch.80 under vehicle paving). 2. All sleeves shall be 2x the siz;e of the pipe being carried. Min. sleeve siz;e shall be 2'1• 3. Extend sleeves 12" beyond edge of hardscape on both ends. 4. During installation tape closed ends of pipes until all laterals and wires have been run. NOTE: ALL PRESSURE MAINLINE UNDER DRIVES SHALL BE BURIED TO A 36" MINIMUM DEPTH. INSTALL A MIN. 14 AWG WIRE IN CONDUIT FROM SENSOR AND MASTER VALVE TO CONTROLLER. Civil Engineering Planning Processing Surveying NOTTO SCALE DESIGNED BY; A.M. DATE: JANUARY 2012 DRAWN BY: ~Jc.,.S,.... ___ SCALE; I" -20' PROJECT MGR.; T.C. JOB NO.; 101290-04 SLEEVING • TESIIlMA DESIGN GROUP I.AND&:!APE ARCIIlTECTURE · lAND PLANNING 9'J03 BUSINF.SSPARK A VE. SUITE 100 • $AN DIEGO, CA 92131 PHI (858) W3--lll24 FAX) (858) 813--ll82 TOO JOB NO. 12--03 "AS BUILT" f'11i!.n a. bll-\iw · 11/ ,,,1_;1 s:: DAIB= 8-16-12 BENCHMARK: DESCRIPTION: 2 1/2" 0/SC STAMPED. "CLSB-011 LS 6215" IN CURB WEST SIDE OF COMMUNITY LOT ~-nott1~hl.1,~ ~c4JE 1----------------l RL,••.'i~ EXP. '.6/i!e>/1'7 LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO DE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON WEST SIDE OF PARK/NC LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS ENGINEER OF WORK: REVIEWED BY: -RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) DATE; ELEVATION: / lJ.24 DATUM: NCVO 1929 TIMOTHY 0. CARROLL, JR. RCE: 55381 INSPECTOR DATE NOTTO SCALE NOTTO SCALE MAINLINE SPECIFICATIONS: CL. 315 FOR 2" OR MORE SCH. 40 FOR 1-1 /2" OR LESS. M-----,--.,-/ NOTE: ALL PRESSURE MAINLINE UNDER DRIVES SHALL BE BURIED TO A 36" MINIMUM DEPTH. NOTES: 1. Pipe shall be snaked side to side in trench to allow expansion. NOTE: INSTALL TRUST BLOCKS ON MAINLINE AT DIRECTION CHANGES. CD FINISH GRADE @ CLEAN BACKFILL -90% COMPACTION REQUIRED -SEE SPECS 12" 1811 5 6 @ PURPLE NON-PRESSURE LATERAL LINE PER LEGEND @ PROVIDE 3" OF CLEAN SAND BELOW PRESSURE MAINLINE @ PURPLE COLOR PRESSURE SUPPLY LINE PER LEGEND IF ROCK LARGER THAN 2" IS PRESENT @ DIRECT BURIAL, LOW VOLTAGE CONTROL WIRES -INSTALL BELOW (D 6" MIN. CLEARANCE FROM HARDSCAPE ( MAINLINE ONLY) PRESSURE SUPPLY LINE. BUNDLE AND TAPE WIRES AT 12' O.C. LOOP @ RECYCLED WATER WARNING TAPE ABOVE MAINLINE. CONTROL WIRES AT ALL 90 DEGREE CHANGES IN DIRECTION. SPLICING ONE 12" ABOVE AND ONE RESTING ON THE MAINLINE OF WIRE RUNS IS NOT ALLOWED UNLESS APPROVED BY THE OWNER © CD INSTALL SPRAY HEAD AT ANGLE FOR MAX. THROW IF IRRIGATING SLOPES @ FINISH GRADE OF SOIL OR MULCH WHERE OCCURS TRENCHING 12" MIN . ~---=--=== ' . 5 ~------___/7 @PAVING OR STRUCTURE @ SPRAY HEADS: 4" FROM WALKS AND CURBS ,~L--( __ __:::::__~-;_--=._-.:_-4(1;%t.~..-:__ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -_ -~~=--=--=-~= 9 8" FROM STRUCTURES @ POP-UP SPRINKLER/MP ROTATOR WITH PURPLE CAP 1 AND BUILT-IN CHECK VALVE @ 1/2" MARLEX STREET ELL (MIPT X FIPT)(2) 0 1/2" SCH. 80 PVC THREADED 6" NIPPLE @ 1/2" MARLEX STREET ELL (MIPT x FIPT) @ PVC PURPLE LATERAL LINE @ SCH. 40 PVC S X S X FIPT TEE OR ELL ® NOTE: 1. Contractor shall install additional anti-drain valves, as required, to prevent low head drainage 2. Use bottom inlet only 3. Use pop-ups on all heads within 1 0' of walks, lawn, or curbs. POP-UP SPRAY HEAD NOTTO SCALE NOTTO SCALE L-7 t---t-----+-----------+----1---l------l----l I s4HE3ET I CITY OF CARLSBAD I sH5E2ETs I ~==:::::=-===EN=G:::::IN::::E:::E::::R:::IN:::::G=D::::E=:P::::A::::RT:::M:::E:::NT::::::=~=== IRRIGATION O[TAILS FOR: DATE INITIAL DATE INITL<IL DATE INITW. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LA COSTA TOWN SQUARE COMMERCIAL RANCHO SANTA FE ROAD C.T. 01-09 . ~; . . _jl-Z ~ APP~~.: G.XN?&. V~KI . ENGINRINGMANAGER PE 41204 EXPIRES 3/13/13 ~AfE OWN BY:--~ CHKD BY: C:r,J RVWD BY: PROJECT NO. C.T. 01-09 DRAWING NO. 409-4 121812 NOTES: G) ROOT BALL @ 3" MULCH LAYER @ 4" DRAIN GRATE, NDS II (PURPLE, HAND TIGHT FIT} @) BUBBLER HEAD ASSEMBLY. SEE NOTE BELOW. @ 4" SOIL BERM @ FINISH GRADE (j) VALCON ADV CHECK VALVE @ 4"~ PERFORATED PIPE W/ FILTER FABRIC WRAP @ SCH. 80 RISER @ P.V.C. LATERAL (PURPLE} @ P.V.C. LATERAL OR SXT 90 ELL @PEA GRAVEL @ PLANTING BACKFILL 1. INSTALL (2) TWO TREE BUBBLERS AT EACH TREE LOCATION. TREE BUBBLER SHALL BE INSTALLED IN ITS OWN PREF. PIPE, NOT IN THE DRAIN PIPE. THEREFORE EVERY TREE SHALL HAVE TWO PREF. DRAIN PIPES PEA DETAIL JN ADDITION TO TWO PREF. PIPES WITH A BUBBLER. BUBBLER INSTALLATION I NOTES: 1. ALL WIRE TO BE INSTALLED AS PER LOCAL CODES. 2. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 3. ADD BRANDING TO ALL LIDS. (i) FINISHED GRADE 1" BELOW VALVE BOX TOP IN TURF AREAS. 2" BELOW VALVE BOX IN SHRUB BEDS @ PURPLE PLASTIC RECTANGULAR VALVE BOX WITH LOCKING LID. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. @ CONTROL VALVE, SEE LEGEND FOR SPEC 8) WATER PROOF WIRE CONNECTOR -DBRY-6. @) 18" WIRE LOOP ( WRAP 15 TIMES AROUND 1/2" DIA PIPE TO FORM COIL -REMOVE PIPE.} @) RECYCLED WATER TAG -CRISTY'S OR EQUAL (j) PVC SCH 40 SLIPxFIPT ADAPTER, (2 REQUIRED) @ PVC LATERAL LINE (PURPLE COLOR) -PIPE PER SPECS. ANGLE TO SPECIFIED DEPTH WITH 45 ELLS 1 @ SCH. 80 UNION 4 5 @) SRICK SUPPORTS -(1) ONE AT EACH CORNER @ 3" SCH. 80 NIPPLE TYP. (3 TOTAL) @ LANDSCAPE FABRIC @ 1 C.F.-PEA GRAVEL @ PVC MAINLINE PIPE (PURPLE COLOR) FROM BACKFLOW PER SPECS. @ PVC SCH.40 ELLS (2) @ CONDUIT FOR FLOW SENSOR AND MASTER VALVE WIRE TO CONTROLLER. @ THREADED NIPPLE. THREAD TO THREAD REMOTE CONTROL/MASTER VALVE INSTALLATION (AT BOXED TREE LOCATIONS) NOTTO SCALE NOTTO SCALE CD NOTE: TO DISTRICTS METER SEE NOTE I APPLY TWO COATS OF PAINT (RECYCLED WATER WARNING COLOR) TO ALL ABOVE GRADE COMPONENTS. :.:.1 '.! X z "' < d ::i z "' '" "' < f-, "' > z t; ~ :,. ~ ;; ;>-5 "' Q c:: J8" MAX g 3-....: "' ::, -('.) t:; 0~ n m CJ !.;..Z ,,. ,e; ~2 u z m~ < 8 "' (i 2 (j) CUSTOMER RESPONSIBLE FOR MAINTENANCE 7 9" ~ . . c-•l c,¢ 3 : ' 9 :·,.-. . . ' .. TYP J --0 J DIRECTIOX Of !'LOW ... ... .. . • .~, . 18" J INSTALLATION PER. NOTJ!S: OMWD STD SPEC. SEE NOTE 5 I. NO OUTL~TS WILL llE ALLOWED IN THE PIPING BETWEEN TlJE MRTERAND BACKFLOW PREVENTER. BACKFLOW PREVENTER SHALL BI! TJJE SAME SIZE AS TIIB METER Al'lD PU'JNG TO THE ASSEMBLY. A PR.ES SURE REGULATOR MAY BB· u "' .. V, s V, Q ;< :;: 0 15 .. ~ z Q !!, ~ .. ; ~ ,_, p ~ [;; ::, "-u 0 IE Q IB z "" a, INSTALLED BETWEEN THE METER AND BACK.FLOW PREVENTER. CUSTOMER IS RESPONSfDLE FOR MAJNTENANCE FROM TH.E METER. 2. BRASS PIPB WITH Tl!REAOED FITTL"lGS HAVL"lG THE SAME CONFJGU.RATJON MAY Bil USEDlN LIEU OF THECOPPRR WATER TUBE. J. PROVIDE GUARD POSTS AND/OR ENCLOSURE WHEN DIRECTED llY THE D!STRICI'S REPR.ESENTA11VE. 4. OMWD MAINTENANCE RcSPONSIB!LITY STOPS AT THE METER. 5. NO OTHER PIPING OR UT!LJT!llS ARE ALLOWED WITHIN BACKFLOW PREVENTER INSTALLATION AREA. ITEM DESCRIPTION I J/4" THRlJ 2" REDUCED PRESSURE llACKFLOW PREVENTER ASSEMllLY 2 COPPER ADAPTER COPPER SOI.DER JO!NT • MALE !PT J COPPER WATER TUBE TYPE K. IIARD 4 COPPER 90' ELBOW WITH COPPER SOLDER JOINTS 5 COPPER UNION WJTII COPPER SOLDER JOINTS 6 COPPER ADAPTER MALE SOLDER x MALE !PT 7 REDUCED PRESSURE BACKFLOW PREVENTER WITH BALL VALVES 8 18" WIDE x 4" THICK CONCRETE PAD LENGTH VAIU!!S PER SIZE 9 CONCRJ:iTE ANCHOR BLOCK WITH I ClJBJC !'OOf SPEC/DWG 15112 15220 H220 15220 15220 15220 15112 llll2 15112 OLIVENHAIN MUNICIPAL WA'fER DIS'fRIC~f BOYLE .ENGJJ',;EERI:'.'tG CORPORATION REDUCED PRESS URE BACK.FLOW PREVENTER ASSY FOR SIZES 3/4-INCH THRU 2-fNCH STDDWGNO. C~/~~T C-2.l JUNE 2008 s DESIGNED BY: DRAWN BY: J.S. PROJECT MGR.: A.M. T.C. 2710 Loker Av1:1nue West Civil Engim1ering ENGINEER OF WORK: Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying Fax: 760-9.31-8680 © 2012 O'Day Consult an ts, Inc. OD□yConsultants.com TIMOTHY 0. CARROLL, JR. Q) DATE: JANUARY 2012 SCALE: 1" = 20' JOB NO.: 101290-04 DATE: RCE: 55381 CU 51DEr'IAL POTABLE SERVICE LINE 24 IN. PURPLE METER BOX LID V'IATER METER 10 FT.0MIN. TO POTABLE MAINLINE IN. 5TREE~I- RECYCLED V'IATER IRRIGATION MAINLINE rl/5LEEVE NOTE, VERTICAL CLEARANCE OF 12 IN. MIN. 15 MANDATORY Y'IHEN CR0551NG PATH OF A POTABLE V'IATER LINE. INSTALLATION OF RECYCLED V'IATER IRRIGATION MAINLINE 24 IN. FROM FACE OF 5IDEr'IALK Y'IILL PROVIDE THE NECE55ARY 10 FT. HORIZONTAL CLEARANCE FROM POTABLE MAINLINE IN THE 5TREET. POTABLE MAINLINE CROSSING "-'.':.---~,...,: ... ., ,. t\OrG~'.,.::.". -· ..... ~.,:' J,?. • TESIDMA DESIGN GROUP LANDSCAPE ARCI-IlTECTURE • LAND Pl.ANNING 9903 BUSINFSSPARK AVE. SUITE 100 • S/\N DIEGO, CA 92131 PH• (8'I!] <lll-81124 FAJQ (NJ fil>-ll82 TOO JOB NO. 12--03 DAIB 8-16--12 BENCHMARK: "AS BUILT" . . ';. "f~,~ rRJ..A ·146(., EXP. ilo/80//(.l f/m~s ATE DESCRIPTION: 2 1/2'' DISC STAMPED "CLSB-011 LS 6215" IN CURB WEST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES AND EAST OF CALLE TIM/TEO. SET IN CURB ON /IEST SIDE OF PARK/NC LOT, /04 FT FROM SOUTf/l'tESTERL Y CORNER OF RESTROOMS REVIEWED BY: RECORD FROM: R.O.S. NO. 17211 (PT NO. 71) ELEV/IJION: !7J.24 DATUM: NCVD 1929 INSPECTOR DATE NOTTO SCALE ® DATE INITIAL ENGINEER OF WORK 4 5 ,---------------,-..,-.- 1---------j L _______________ '--.-- G) LOW VOLTAGE WIRE, 3 MAX. @ OUTER CASE OF CONNECTOR @ INNER CASE OF CONNECTOR 3 G) STRIP & TWIST WIRES FOR PROPER CONNETION @ COPPER SLEEVE CRIMP INSTALLED W/ RECOMMENDED TOOL NOTE: Fill inner case with water proof sealer prior to final assembly. All wire routed between controller and remote control valve shall be a continuous run with no wire splices. Wire splices shall only occur at the remote control valve and controller pigtail ( if required ) WIRE CONNECTOR STREET SURFACE POTABLE MAINLINE (SEE IMPROVEMENT DRAWIN<SS) :'1.5 FEET r-J-"-RECYCLED r'IATER r'IARNIN<S 12 IN. MIN. REQUIRED VERTICAL SEPARATION ____.=. TAPE ABOVE MAINLINE. RECYCLED r'IATER IRRl<SATION MAINLINE NOTE, SEE TRENCHIN<S DETAIL. LEEVE ALL RECYCLED r'IATER IRRl<SATION PIPE AND SLEEVES SHALL BE PURPLE AND LABELED. (SEE NOTE 10, SHEET L-b) POTABLE SERVICE LINE CROSSING I 544T I CITY OF CARLSBAD ENGINEERING DEPARTMENT !RR/CATION DETAILS FOR: LA COSTA TOWN SOUAR£ COMMERCIAL RANCHO SANTA F[ ROAD NOTTO SCALE NOTTO SCALE L-8 1 5525 1 C.T. 01-09 APP~ ?u-~SKI .. I t Z. ENGIN ERING MANAGER PE 41204 EXPIRES 3/13/13 4M/F-- DWN BY: I PROJECT NO. I DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: C:tU CT. 01-09 409-4 REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: 1218/2 i ' 16" ~' 1 " ,r----2 8" 1124"---,I" G) @ STAINLESS STEEL ENCLOSURE. SEE LEGEND AND SPEC. FOR MANUFACTURE AND TYPE 3" PVC SCH.40 GREY CONDUIT @ CONTROLLER. SEE LEGEND AND SPEC. FOR MANUFACTURE AND TYPE @ POWER ON-OFF SWITCH WITH NEMA-3 GFI PLUG/SWITCH BOX WITH STAINLESS STEEL COVER PLATE (j) 3/4" SCH.40 GRAY FLUID TIGHT CONDUIT @ CONCRETE FOUNDATION @ FINISH GRADE TOP VIEW @ ANCHOR BOLTS. INSTALL PER MANUFACTURES RECOMMENDATIONS. BOLTS SHALL BE CADMIUM @ PULL BOX-STD. DWG. SOE-106 (U) 90 DEG. SWEEP ELL 1 FRONT VIEW @ INSIDE BRACKETS, ATTACH CONTROLLER TO BRACKETS WITH CADMIUM BOLTS, 4 PLACES 9 3 2 2" 1il" r'-- ~ SIDE VIEW 5 ~J ® 1011 @ 3" PVC. SCH. 40 CONDUIT @ RECYCLED WATER WARNING TAG NOTE: INSTALL IN HEAVY-DUTY STAINLESS STEEL PEDESTAL ENCLOSURE WITH RADIO ANTENNA. INSTALL CONTROLLER IN THE PUBLIC RIGHT-OF-WAY BETWEEN THE STREET CURB AND THE RIGHT-OF-WAY LINE. CONTRACTOR SHALL PROVIDE A TELEPHONE LINE WITH RJ-11 JACK TO CONTROLLER LOCATION. CONNECT CONTROLLER TO RAIN SENSOR/ET SENSOR THROUGH CENTRAL SOFTWARE. INSTALL A MIN. 14 AWG WIRE IN CONDUIT FROM FLOW SENSOR AND MASTER VALVE TO CONTROLLER LOCATION. FINAL LOCATION OF CONTROLLER SHALL BE APPROVED BY AUTHORIZED CITY REPRESENTATIVE PRIOR TO INSTALLATION. INSTALL PER MANUFACTURER'S SPECIFICATIONS. CONTRACTOR SHALL CONTACT CALSENSE SPECIFICATION MANAGER, ERIN HAGEN, AT 800.572.8608 AND SHALL SCHEDULE PRE-CONSTRUCTION MEETING TO REVIEW INSTALLATION DETAILS AND SPECIFICATIONS IN FIELD. IRRIGATION CONTROLLER IN ENCLOSURE PI/C TEE (line size).--\ Angle up frorn Mainline • PVC Moinline. depth to manifold depth. Ir f~efer to plans far size and pipe l PVC Riser from mainline--\ \ c oss. depth to moirifo!d depth. \ I Length os renuired. \, I I Round valve box for l Quick Couplers. Refer to Stondord Drawing A .. , Sch 40 PVC TEE or ELL ot terrninol end. • /) r,rj£~-=-=-=-=-=-= .... ~,--:/;G,=~Ty~p~ic,fal:. -;:1,===~ I Irr ... ~ )l I I _ _J -' 11 ~ BV· ~"' A-2 Boll valve and round_} valve box. Refer ·to Standord Drowin9 1-11 or l-12, as required by agency 457rnm (18") 457mm 18") 457mm {18") 457mm (18") NOTES Typical 1~ Typico ;f-·-fy_picol t,, Typk:ol , Luse $ch 80 nipples for ...____RCV and rectangular valve box for control valves. g!:lfer to Standard Drawing H. manifold connection to control valves. 1. All PVC Pipe used in manifold assemblies oholl of the some class os specified for the rnoinline, unless otherwise specified. 2. All valve boxes shall be heat branded with the appropriate identification. Refer to plans and specifications, Revision By Approved Dale ORIGINAL Kercheval 12/75 SAN DIEGO REGIONAL STANDAl<D DflAWING RECO!,U,4EJ,IQ(D av TttE SAN 01£00 f{ECIONAL STAtlOAROS COMl,ffTTEE Add M11l,ic lJPDJ\lE l, Ston\w 0..\/llJ JJ. Coro 04/05 REMOTE CONTROL VAL VE MANIFOLD ASSEMBLY WITH P V.C. PIPE ',. 1t{§/iilv;J !N/21/2M$ DRA\llNG NUMBER 1-32 Auoust 2009 REMOTE CONTROL VALVE MANIFOLD NOTTO SCALE NOTTO SCALE DESIGNED BY: A.M. DATE: JANUARY 2012 © 2012 O'Doy Consul ton ts, Inc. 2710 Loker Aven1,1e West Suite 100 Corlsbad, Colifornia 92010 760-931-7i'00 Fax: 760-931-8680 ODayConsultants.com Civil Engineering Planning Prac6ssing Surveying DRAWN BY: ~J=.S~. ___ SCALE: 1" = 20' ENGINEER OF WORK: DATE: TIMOTHY 0. CARROLL, JR. RCE: 55381 " . REVIEWED BY: INSPECTOR * TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE · I.AND PIANNING 9903 BUSINFSSPARK AYR SUITE 100 • $AN DIEGO, CA 92131 l'H' (RIB) "'3-8824 FAX' (8S8) 69Hl82 TOO JOB NO. 12--03 BUILT" _ 4(,zt/15_ DAW DATE DATE: 8-16-12 BENCHMARK: DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 62/5" IN CURB WEST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO DE LOS COCH[S ANO [AST OF CALL[ TIM/TEO. SET IN CURB ON WEST SID[ OF PARKING LOT, 104 FT FROM SOUTHWEST[Rl Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) ELEVATION: l7J.24 DATUM: NCVO 1929 . DATE INITIAL DATE INITV\L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL 1218/Z L-9 Lill CITY OF CARLSBAD CTu 5 ENGINEERING DEPARTMENT 2 IRRIGATION DETAILS FOR: LA COSTA TOWN SQUARE COMMERCIAL RANCHO SANTA FE ROAD C.T. 01-09 APPR~ ~Nu ~ESKI _u. . 2. ENGINE RiNG MANAGER · 'P 4f2b4 . EXPIRES 3/13/13 !o~rl)Z_ DWN BY: PROJECT NO. DRAWING NO. DATE INITV\L CHKD BY: ,::;uJ" C. T. 01-09 409-4 Crrf APPROVAL RVWD BY: TREES PLANT LIST CODE BOTANICAL NAME COMMON NAME QTY SIZE NOTES 0 Standard. Double Stake. Locate in the Pinus roxburghii Chir Pine 15 24" Box center of the median planter cut out. Install all trees with root barrier. See Details 1, 2 and 3. SHRUBS CODE BOTANICAL NAME COMMON NAME QTY SIZE NOTES CD Juniperus x pfitzeriana 'Compacta' Nick's Compact Pfitzer Juniper 507 5 Gallon See Detail 1. MEDIAN CONCERETE NOTES 1. Median island concrete shall match existing median concrete in Rancho Santa Fe Road. 2. Prior to installation, a 10 foot x 10 foot square sample shall be poured at the job site. This sample shall be approved by the City prior to installation of the median concrete. 3. Concrete shall be minimum of 560-C-3250 with 6 x 6 -10 x 10 welded wire mesh throughout. 4. See Civil Engineer Plan for concrete installation details. North u 0 5' 20' 40' SCALE, 1"=20'-0" MEDIAN SOIL NOTES 1. Finish grade shall be two (2) inches below the concrete surface of the median. 2. Soil shall be suitable for plant growth and free of harmful substances or deleterious materials. DESIGNED BY: _cA~.M,,_. __ DATE: JANUARY 2012 DRAWN BY: J.S. SCALE: 1" = 20' PROJECT MGR.: T.C. JOB NO.: 101290-04 TOO JOB NO. 12--03 "AS BUILT" i;i.~.. .~ ;:v/ -4/z!A"=-l·S'E --•~• ,, ........ _, ... •· :J6AT r---------------< fl-1...o,.."~4.5~ EXP. Ei/.3()//'- ©2012 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 ODoyConsulta nts. corn Civil Engineering Planning Proceasing Surveying ENGINEER OF WORK: TIMOTHY 0. CARROLL, JR. REVIEWED BY: · DATE: RCE: 55381 INSPECTOR DATE DATE: 8-16-12 BENCHMARK: DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-011 LS 6215" IN CURB 1/f'ST SID[ OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO 0[ LOS COCHES ANO [AST OF CALL[ TIM/TEO. S[T IN CURB ON Hf'ST SIDE OF PARK/NC LOT, 101 FT FROM SOUTH!lf'STERL Y CORNER OF RESTROOMS RECORO FROM: R.O.S. NO. 17271 (PT. NO. 11) ELEVlirlON: 173.21 DATUM: NCVO 1929 DATE TREE PLANTING NOTES: Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. All trees shall have root barriers. INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INIH',L OTHER APPROVAL SEE SHEET L-13 FOR PLANTING DETAILS SEE SHEET L-15 AND L-16 FOR SPECIFICATIONS SEE SHEET L-11 FOR PLANTING NOTES L-10 Lill CITY OF CARLSBAD Lill 6 ENGINEERING DEPARTMENT 2 PLANT/NC PLAN AND L£G£ND FOR: LA COSTA TOWN SQUARE COMMERCIAL RANCHO SANTA F£ ROAD C.T. 01-09 APPR~ ,'rNU· lM(ESKI -11 z z. ENGIN RING MANAGER PE 4120.4 EXPIRES 3/13/13 &A{/-11,,_ DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL CHKD BY: C[_{A.) C!TY APPROVAL RVWD BY: C,T. 0/-09 409-4 721872 C -,::.. :e 0\ G') 0 -,::.. .... 0 u, \0 N• -,::.. I 8. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE 12. UPON COMPLETION OF PLANTING OPERATIONS AND BEFORE ANY SITE OBSERVATIONS, REMOVE ALL EXTRANEOUS MATERIAL AND DEBRIS, AND BROOM AND WASH THE AREA CLEAN. 13. LONG TERM MAINTENANCE OF THIS PROJECT SHALL BE PROVIDED BY THE CITY. SEE SHEET L-10 FOR PLANTING LIST SEE SHEET L-13 FOR PLANTING DETAILS 4. ALL LANDSCAPING SHALL BE INSTALLED PRIOR TO OCCUPANCY. ARCHITECT PRIOR TO PLANTING. THIS MAY BE DONE EITHER AT THE SITE OR AT THE NURSERY. CONTRACTOR SHALL PAY FOR THE LANDSCAPE ARCHITECT'S TIME AND MILEAGE FOR ALL NURSERY VISITS. 14. ANY EXISTING LANDSCAPE THAT IS DAMAGED AS PART OF THIS PROJECT SHALL BE REPAIRED. SEE SHEET L-15 AND L-16 FOR SPECIFICATIONS North 0 5' 20' 40' SCALE: 1"=20'-0" ©2012 O'Day Consultants, Inc. TREE PLANTING NOTES: Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. All trees shall have root barriers. c~/~~, DESIGNED BY: A.M. DATE: JANUARY 2012 DRAWN BY: J.S. SCALE: 1" = 20' T.C. 101290-04 PROJECT MGR.: JOB NO.: s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Plonning Carlsbad, Califortiia 92010 Processing 760-931-7700 Surveying Fox: 760-931-8680 DATE: ODoyConsultants.com TIMOTHY 0. CARROLL, JR. RCE: 55381 • TESHIMA DESIGN GROUP IANDSCAPE ARCHITECTURE · LAND Pl.ANNING 9903 BUSINl'Sfil'ARK A YR SUITE 100 • SAN DIEGO, CA 92131 PH• (851) (l}H824 FAX• (851) &»-llll2 TOO JOB NO. 12-03 DATE: 8-16--12 . BENCHMARK: "AS BUILT" ~-~ f(J.cA· ::f~ltfx'~'-!1.i;~;1i:.. ifz4/J£_ DATE 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 S/OE OF PARK/NC LOT, 104 FT FROM SOUTHIIESTERLY CORNER OF RESTROOMS REVIEWED BY: RECORD FROM: R.OS. NO 17271 (PT. NO 71) ELEVATION: 173.24 DATUM: NCVD 1929 INSPECTOR DATE ~ CITY OF CARLSBAD f---t---+----------------t---t---t---+---t l_lli ENGINEERING DEPARTMENT >-----+-----+----------------t-----t----+---+-----l PLANTING PLAN AND NOT[S FOR: LA COSTA TOWN SQUARE COMMERCIAL RANCHO SANTA F£ ROAD L-11 I S5E2S I C.T. 01-09 DATE INITIAL DATE INITL>\L DATE INITL>\L OWN BY: __ _ CHKD BY: et,U RVWD BY: PROJECT NO. DRAWING NO. ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CJTY APPROVAL C. T. 01-09 409-4 1218/2 l I I' SEE SHEET L-10 FOR PLANTING LIST SEE SHEET L-13 FOR PLANTING DETAILS SEE SHEET L-15 AND L-16 FOR SPECIFICATIONS SEE SHEET L-11 FOR PLANTING NOTES North 0 5' 20' 40' SCALE, 1"=20'-0" ©2012 O'Day Consultants, Inc. TREE PLANTING NOTES: Plant trees minimum 7' from sewer lines. Trees shall not be planted in conflict with public utilities. All trees shall have root barriers. C~/~~T DESIGNED BY: A.M. DRAWN BY: J.S. PROJECT MGR.: T.C. s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, Colifornia 92010 Processing /60-931-7700 Surveying Fax: 760-931-8680 ODayConsultonts.com TIMOTHY 0. CARROLL, JR. DATE: JANUARY 2012 SCALE: 1" = 20' JOB NO.: 101290-04 DATE: RCE: 55381 • TESIDMA DESIGN GROUP LANDSCAPE ARCIIlTECTURE · I.AND PIANNING 9903 BUSINFSfil'ARK AYE. SUITE 100 • SAN DIEGO, CA 92131 PH1 (858) 693--8824 FAX: (ass) 6'13-l.l.82 TOO JOB NO. 12-03 DATE: 8-16-12 BENCHMARK: "AS BUILT" ~~ ,~[.,,..'. ;146'-\~r'. '~i.ioltro 4{{}1-P- DESCRIPTION: 2 1/2" 0/SC STAMPED "CISB-01/ LS 6215" IN CURB WEST SIOE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON WEST SIDE OF PARK/NC LOT, 104 FT FROM SOUTHWESTERLY CORNER OF RESTROOMS REVIEWED BY: RECORD FROM: R.0.5. NO. 11211 (PT. NO. 11) ELEVATION: 11124 DATUM: NOVO 1929 INSPECTOR DATE \ \ \ \ \ \ \ I I () () CJ I ! L-12 ~ CITY OF CARLSBAD ~ t------+---+------------------+---+--t----+----1 L.i§_J ENGINEERING DEPARTMENT ~ ::==:::'....'.::==========:::'....'.::=~ DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANTING PLAN FOR: LA COSTA TOWN SQUARE COMMERCIAL RANCHO SANTA F£ ROAD C.T. 01-09 APPR~G~x u~*I . · .. . . ~ . . , I .z. i.1,._ ENGINEEWG'iiANAGER . PE 41204 EXPIRES 3/13/13 ~) DWN BY:--~ CHKD BY: QA) RVWD BY: PROJECT NO. C. T. 01-09 DRAWING NO. 409-4 12/8/2 C ~ :e 00 G') 0 ~ ""' 0 UI \0 NI ~ 0 6 G) ROOTBALL. Cg) CROWN -1/2" ABOVE FINISH GRADE. @ FINISH GRADE. @ FINISHED GRADE AT SLOPE. @ 2X ROOTBALL DIAMETER. @ BACKFILL MIX (SEE SPECS.). (z) PLANT TABLETS (SEE SPECS). 2 ® ® 3 4" HIGH WATERING BASIN (IF REQ'D). UNDISTURBED NATIVE SOIL. G) TREE/ SHRUB PLANTING NOT TO SCALE ® c~/~~T DESIGNED BY: A.M. DATE: JANUARY 2012 DRAWN BY: J.S. SCALE: 1" -20' PROJECT MGR.: T.C. JOB NO.: 101290-04 s 2710 Loker Avenue West Civil Engineering Suite 1 QO Planning ENGINEER OF WORK: Carlsbad, California 92010 Processing 760-931-7700 Surveying Fax: 760-931-8680 DATE: ©2012 O'Day Consultants, Inc. ODayConsultants.corn TIMOTHY 0. CARROLL, JR. RCE: 55381 ~--++---+---1 IN. AT TURF -"------,=-\, . ........,,.,,,--2 IN. AT SHRUB - - -R, -SOIL -m=JC = 'z' -~ft . BACKFILL MIX l!i ~lf ROOT BARRIER -I (BIO-BARRIER) NOTE, ROOT BARRIERS SHALL BE INSTALLED Y'IHEN TREE 15 Y'IITH-IN 10 FT. OF ANY HAP.DSC.APE, AND SHALL BE INSTALLED ADJACENT TO THE HAP.DSC.APE ONLY PER THE MANUF. SPECIFICATIONS. BIO-BARRIER SHALL BE 2"1" DEEP u ~uTTPm-TTPm-=m~ I -TREE TRUNK 2 -BIO-BARRlgR BIO-BARRIER AVALIABLE AT HYDRO-SC.APE SAN DIE60, CA. 20' TOTAL LEN6TH -10' EITHER DIRECTION B -ED6E OF HAP.DSC.APE (CURB, PAVINe, PAD, ETC.) ROOT BARRIER " • TESHIMA DESIGN GROUP IANDSCAPE ARCHITECTURE · lAND PIANNING 9903 BUSINESSPARK AYR SUITE 100 • SAN DJEGO, CA 92131 Pl{I (858) 693-8824 FAX1 (858) &»-ll82 TOO JOB NO, 12--03 DA'IB 8-16-12 BENCHMARK: ~ BUILT" ~-~ --~.: ' 11:ilS,tttl ~ --, vh p.~-· j4ol:,, EXP. 1'1/~/l'1 4~t4G- DESCRIPTION: 2 1/2" 0/SC STAMPED "CLSB-011 LS 6275" IN CURB MST S/0[ OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO O[ LOS COCH[S ANO [AST OF CALL[ 1/M/T[O. SET IN CURB ON WEST S/0[ OF PARK/NC LOT, 104 FT FROM SOUTHWEST[RL Y CORNER OF RESTROOMS REVIEWED 'BY: RECORD FROM: R.O.S. NO 11211 (PT NO. 11) ELEVATION: /lJ.24 DATUM: NCVO 1929 INSPECTOR DATE NOTE, PROVIDE DOUBLE STAKE TO ALL TREES. CUT STAKE 6' BELOW TREE CANOPY. I -(2) 2 IN. DIA X 10 FT. LONG LODGEPOLE PINE STAKES, SET PERPENDICULAR TO PREVAILING HINDS. USE 12FT. LONG LOD6EPOLE FOR ALL THE TRISTANIA TREES. 2 _ VINYL TREE TIE (2 rec!'cl per stake!, OR EQUAL. INSTALL AT POINT 6' ABOVE Wf.lERE TREE TRUNK WILL BE f.lELP UFRIC.f.lT AND NOT BEND OVER INSTALL FER MANUFACTURE'S SPECIFICATIONS. B -SET GROHN 2 IN. ABOVE FINISH GRAPE. 4 -GUT TOP SECTION OFF OF STAKE 6" BELOH TREE CANOPY. 5 -FINISH GRAPE. 6 -BACKFILL(SEE SPEG.) PUDDLE AND SETTLE. SET TREE 2 IN. ABOVE FIN. GR. 1 -2 X ROOTBALL DIAMETER. 8 -B IN. r'IA TERI NG BASIN, EXCEPT IN LAY'lN AREAS. REMOVE AFTER MAINT. PERIOD. "I -PLANT TABLETS. INSTALL PER MANUFACTURER'S SPEGIFIGATIONS. 10 -PLACE STAKES OUTSIDE OF ROOTBALL. II -FIN. GRADE AT EXISTINS SLOPE (AS REQ'D). 12 -4" PERFORATED PIPE H/BLACK ROUND GRATE CAP - 4' MIN TO 6' MAX. LENGTH HRAPPED HITH FILTER FABRIC -I PER 15 GALLON TREE - 2 PER 24" AND 56" BOX TREE - 2 FOR TREE BUBBLER. SEE DETAIL. TREE BUBBLERS SHALL BE INSTALLED IN ITS OHN PIPES 15 -5/4" GRAVEL DRAINASE SUMP Y'llTH FILTER FABRIC EDGE 14 -6'-0" MAXIMUM 15 -10'-0" MAXIMUM 16 -TREE PIT-FILL AND SETTLE HITH r'IATER A MIN. OF 24 HOURS PRIOR TO PLANTING. 11 -TREE TRUNK NOTTO SCALE ® TREE DOUBLE STAKING AND DRAINAGE DATE INITIAL DATE INIW,L DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL PLANTING DETAILS FOR: LA COSTA TOWN SQUARE COMMERCIAL NOTTO SCALE L-13 RANCHO SANTA F£ ROAD 1 c.r. 01-09 APP~:-~~~K\:™~SKI _ . -_IL t }k ENGl~cERING MANAGER PE 41204 EXPIRES 3/13/13 -t/Mli DWN BY: I PROJECT NO. I DRAWING NO. CHKD BY: ew CT 01 09 409-4 RVWD BY: • · - 12181 Z ' I I ' I I j r, / J i 1; i SECTION 02480 IRRIGATION PART 1 -GENERAL 1.01 GENERAL CONDITIONS: A. The General Conditions, Special Conditions, and Division 1 are an added part of this section and contract for this work and apply to this section as fully as if repeated herein. 1.02 SCOPE: A. The work includes al! services, labor, materials, transportation and equipment necessary to perform the work indicated on the Drawings and as speclfled. The General Conditions and Division 1 apply to this section as fully as if repeated herein. 1. Related Work: (a) Landscaping Section (02900) 1.03 SUBMITTALS: A.-sUbmif: ~ list ·of afl irrigation equipment to be used, manufacturer's brochures, maintenance manuals, guarantees and operating instructions. 1.04 GUARANTEE: A. Furnish guarantee in accordance with general conditions, for a period of one (1) year from date of final acceptance -at conclusion of the Maintenance Period -on complete water irrigation system, including nansettling of backfill in trenches which, if occurs, shall be corrected, including repairs and/or replacement of any material damaged thereby or therefrom. 1.05 OBSERVATION: A. In all cases where observation of sprinkler system work is required and/or where portions of work are specified to be performed under direction and/or observation of City Inspector and Architect or his representative, Contractor shall notify City Inspector and Architect at least three (3) working days in advance of time such inspection and/or direction is required. B. Observation will be required for the following parts of the work: 1. Upon installation ond testing of main lines and lateral lines; when pipes are laid and are to be submitted to pressure tests. Do not cover any lines until they have been observed and approved. 2. Upon installation and testing of valves, quick couplers, backflow preventer device, autcimatic controllers, and control valves and wires. 3. When sprinkler system is completed, Contractor, in the presence of Architect, shall perform a coverage test to determine if coverage of water afforded the lawn and planting areas is complete and adequate. Contractor shall furnish all materials and perform all work required to correct any inadequacies to cover. 4. Final observation and performance test shall be at the same time as fine! observation of the landscape work. 1.06 TESTING: All PVC main and lateral lines shall be subjected to a pressure test of 125 PSI for a period o.f four hours. All testing shall be in the presence of the City Inspector and Architect. Approval shall be received before backfilling any trench. Do not cover any lines until they have been observed and approved. 1.07 RECORD DRAWINGS (AS-BUILT DRAWINGS): A. Before final acceptance of work, Contractor shall provide a record set of drawings showing sprinkler system work. 1. Any changes in location of items or type of installations from that shown on drawings shall be so indicated on the record drawings. 2. Valves shall be numbered and corresponding numbers shall be shown on record drawings. 3. All remote control valves, shut-off valves, quick coupler valves, meters, controllers, mainlines shall be located by measured dimensions. Dimensions shall be given to permanent objects and shall be to nearest one-half foot. All mainline changes in direction shall be located by measured dimensions. 4. On the inside surface of the cover of each Automatic Controller, prepare and mount a chart showing valves and sprinkler heads serviced by that particular controller. All valves shall be numbered ta match operation schedule and drawings. Only those areas controlled by controller shall be shown. This chart shall be a plot plan, entire or partial, showing building, wa'1ks, roads and walls. A photostatic print of this plan, reduced as necessary and legible in all details, shall be made to a size that will fit inta the controller cover. This print shall be approved by the Architect and shall be hermetically sealed by plastic. This shall then be secured to inside of cover. 5. Immediately upon installation of any buried pipe or equipment, Contractor shall indicate on the drawings locations of said equipment. Dimensions shall be given from permanent objects such as buildings, sidewalks, curbs and driveways. 1.08 GENERAL REQUIREMENTS: A. Code Requirements shall be those of State and Municipal Codes and regulations locally governing this work, providing that any requirements of the Drawings and Specifications, not conflicting therewith but exceeding the Code Requirements shall govern, unless written permission to the contrary is granted by the City Inspector. B. Extreme care shall be exercised in excavating and working in the area due to existing utilities. Contractor shall be responsible for damages caused by his operations. C. Connections shall be made at approximate locations shown on drawings. Contractor shall be responsible for minor changes caused by actual site conditions. D. Landscape headers and mowing strips shall be in place before installation of sprinkler system. E. Scaled dimensions are approximate. Before proceeding with any work, Contractor shall carefully check and verify all dimensions. F. Plan locations of sub surface lines, valves, controller and pipe lines are diagrammatic and indicate the spacing and relative locations of all installations. G. All lines shall have minimum clearance of six (6) inches from each other, and from lines of other trades. Parallel lines shall not be installed directly over one another. H. Dielectric bushings shall be used in any connections with piping of dissimilar metal materials. I. Point of connection shall be approximately as shown on drawings Connect new underground piping and valves and provide all flanges, adapters or other necessary fittings for connection. J. Permission to shut off any existing in-use water lines must be obtained 48 hours in advance, In writing from Owner. Contractor shall receive instructions from Owner, as to the exact length of time of each shut-off. 1. PVC Pressure Mainline Pipe Fittings: All buried private piping in the reclaimed water system shall be installed with warning tape identifying it as reclaimed water with the exception of intermittent pressure lines. Intermittent pressure lines (line on the downstream side of a controller valve that will not be subject to constant pressure) may be excepted as long 03 it is apparent, due to line size and location as determined solely be the District Engineer of City Inspector, that the lines are part of a reclaimed water sprinkler irrigation system. Stenciled pipe, as specified below, will be accepted in conjunction with warning tape. ( a) Pressure mainline piping for sizes 2" and larger shall be PVC Class 315, and shall be purple. (b) Pipe shall be made from an NSF approved Type 1, Grade 1, PVC compound conforming to ASTM Resin Specifications "01784". All pipe must meet requirements as set forth in Federal Specifications PS-22-70, with an Appropriate Standard Dimension (S.D.R.) - (Solvent Weld Pipe). (c) Pressure mainline piping for sizes 1-1/2" and smaller shall be PVC Schedule 40 with solvent welded joints, and shall be purple. (d) Pipe shall be made from NSF approved Type 1, Grade 1, PVC compound conforming to the ASTM Resin Specifications "D1785". All pipe must meet requirements as set forth in Federal Specifications PS-21-70. (e) PVC solvent-weld fittings shall be Schedule 40, 1-2, 11-1 NSF approved conforming to ASTM Test Procedure 02466. (f) Solvent cement and primer for PVC solvent weld pipe and fittings shall be of type and installation methods prescribed by the manufacturer. Mainline pressure pipe. shall be solvent welded utilizing a two step process with primer and gray glue. (g) All PVC pipe must bear the following markings. 1. Manufacturer's Name 2. Nominal Pipe Size 3. Schedule or Class 4. Pressure Rating in P.S.I. 5. NSF (National Sanitation Foundation) Approval 6. Date of Extrusion (h) All fittings shall bear the manufacturer's name of trademark, material designation, size, applicable I.P.S. Schedule and NSF Seal of Approval. A.C.P., 4" and above, shall have the words "RECLAIMED WATER" stenciled in 2-inch green letters on both sides of the pipe In at least three places in a 13-foot section of pipe ( total of six places per section of pipe). All pipe shall have stenciling appearing on both sides of the pipe with the marking "RECLAIMED WATER" in 5/8" letters repeated every 12 inches. 2. PVC Non-pressure Lateral Line Piping (a) Non-pressure buried lateral line piping shall be PVC Sch 40 with solvent-weld joints, and shall be purple. (b) Pipe shall be made from NSF approved, Type 1, Grade 11 PVC compound conforming to ASTM Specifications "01784". All pipe must meet requirements set forth in Federal Specification PS-22-70 with an appropriate Standard Dimension Ratio. (c) All requirements for non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure mainline pipe and fittings as set forth in Section 2.01.A.1 of these specifications, (Primer not required). All unsized end run later lines shall be 3/4" PIPE. 3. Polyvinyl Chloride Pipe Fittings and Connections: Type II, Grade 1, Schedule 40, high impact molded fittings, manufactured from virgin compounds as specified for piping, tapered socket or molder thread type, suitable for either solvent weld or screwed connections. Machine threaded fittings and plastic saddle and flange fittings are not acceptable. Furnish fittings permanently marked with following information: Nominal pipe size, type and schedule of material, and National Sanitation Foundation (NSF) seal of approval. PVC fitting shall conform to ASTM 02464 and D2466. A. Automatic Control Wire: 1. Electric wiring running tram Controller to Automatic control valves shall be No. 14, solid, single conductor, copper wire, 4/64 inch Insulation, 4/64 Inch neoprene Jacket, style BR (Direct Burial) or equal, color code wires to each valve, common wire shall be whtte. B. Automatic Controller: 1. Controller shall be furnished and Installed complete with all water, electrical and drainage services, ready for operation. Unit shall be electric, self-contained outdoor type, wall-mounted, or approved equal. See detail for controller enclosure. 2. Unit shall have a minimum stations as shown on Irrigation Legend. 3. Controller shall be the latest model of the particular manufacturer supplied. 4. Unit shall be 120-volt, 60-cycle controller, be completely automatic and shall function optionally with or without the clock. 5, Any station may be repeated Independently in any 24 hours. 6. Stations shall be adjustable from 1 to 59 minutes. 7. Control panel shall be removable plug-in type. 8. Mechanism shall be housed in sturdy, vandal-proof case, manufactured of 14-gauge steel, or case aluminum; furnished for maximum exterior protection. 9. The clock and all working parts of the controller shall be contained within one protecting cover. C. Control Valves: 1. Remote Control Valves shall be of all Bronze body. Valve shall be provided with an adjustable flow control stem and shall be operable manually without electricity. D. Valve Box: 1. For remote control valves 9-1/2" x 16" x 11" rectangular box manufactured by Carson Industries #1419-12B with purple bolt down cover or approved equal. 2. Far ball valve: approved equal. 10" x 10'1/4" round, Carson Industries #910-10B with purple bolt cover ar Extension sleeve to be PVC-6" minimum size. E. Sprinkler Heads shall be as required on the drawings or approved equal. F. Ball Valves: 1. Bqll valve 1 inch size to 2 inch size shall meet ASTM standards with seals which are self adjusting ta compensate wear. Ball valves shall have molded micro-finish ball with low torque requirements to operate unit manually. Ball valve shall have a patented feature -"Preloaded" stem seal and impact resistant handles. 2. Product: 1" -2" size (King Bros. Lo-torque ball valve models Lt. size (King Bros. Block true union ball valve models Valencia, California (800)541-2672 or (805)257-3262. 1000-t thru Lt.2000-t) 2" -4" 91384 Phone: G. Concrete footings shall be 2,000 psi concrete at 28 days. H. Backfill shall be clean fill soil. I. Contractor shall provide to the Owner: 1. Two (2) Control Valve keys. 2. Twa (2) wrenches for removing each different type of sprinkler head. 3. One (1) 48" tee wrench for operating gate valves. 4. Six (6) quick coupler keys and six (6) hose bib assemblies. 5. Five (5) keys for opening and locking each automatic controller. J. Pressure regulator shall be bronze with screw fitting. See details and drawing. PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: A. Locations on drawings are diagrammatic and approximate only, and shall be changed and adjusted as necessary as directed to meet existing conditions and obtain complete water coverage. Locate and stake all work qnd obtain approval of Architect before Installations. B. Install and extend system as shown on drawings, and as necessary to carry out the intent of Drawings and Specifications. C. Locate lines, valves and other underground utilities and receive approval of Architect before digging trenches. 3.02 INSTALLATION OF IRRIGATION SYSTEM: A. Excavation and Backfilling of Trenches: 1, Excavate trenches, prepare subgrade, and backfill to line and grade with sufficient room for pipe fittings, testing and Inspecting operations. Do not backfill until pipe system has been subjected to hydrostatic test as specified. 2. Depth of cover in the Trench: Polyvinyl Chloride Pressure Line 18" minimum Polyvinyl Chloride Non-Pressure Line 12" minimum Polyvinyl Chloride Non-Pressure Lines for drip system lateral lines shall be installed at 12" depth. Installation of Polyethylene Distribution tubing: Distribution tubing shall be cut inta lengths that will allow tubing to lay in a relaxed manner from emitter point (at shrub stem). Allow two (2) distribution tubes per plant. Tubes shall be pressed firmly onto emitter barb so the tube end comes into contact with emitter body at base af barb. 3. Trenching through areas where topsoil has been spread: (a) Deposit topsoil on one side of trench and subsoil on opposite side. 4. Subsoil shall be free of ell rocks over one (1) inch in diameter, debris, and litter, prior to use as backfill where so indicated on detail. 5. Repair any leaks and replace all defective pipe fittings until lines meet test requirements. Do not caver any lines until they have been inspected and approved for tightness, quality of workmanship and materials. 6. Backfill trenches, after approval of piping, with suitable and approved material, tamping sail around pipe and thoroughly compacting all trench fills until 90% compaction has been achieved. 7. Backfill material shall be approved soil, free from rocks and clods. B. Installation of Polyvinyl Chloride Pipe: 1. Because of the nature of plastic pipe and fittings, exercise caution in handling, loading and storing, to avoid damage. 2. The pipe and fittings shall be stored under cover until using, and shall be transported In a vehicle with a bed long enough to allow length of pipe to lay flot so as not to be subjected to undue bending or concentrated external load at any point. 3. Any pipe that has been dented or damaged shall be discarded until such dented or damaged section is cut and rejoined with a coupling. 4. Trench depth shall be as specified above from the finish grade to the tap of the pipe. bottom of trench shall be free of rocks, clods, and other sharp-edged objects. 5. Pipe ends and fittings shall be wiped with P68 Primer, or equal, before welding solvent Welded joints shall be given a minimum of 15 minutes to set before moving or handling. cuts shall be beveled to remove burrs and excess before fitting and gluing together. The is applied. All field 6. Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contraction. 7. C~nter load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave Joints exposed for Inspection during testing. 8. No water shall be permitted in the pipe until inspections have been completed and a period of at least 24 hours has elapsed for solvent weld setting· and curing. 9. Plastic to metal joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 10. Plastic to Plastic Joints: Solvent-weld, using solvent recommended by pipe manufacturer only. 11. Solvent-weld Joints: Assemble per manufacturer's recommendation. 12. Thrust block shall be Installed as per detail. •~~~~~~ 9903 BUSINBSSPARK. A YR SUIIB 100 , SAN DIBGO, CA 92131 ffi: (8:58) 693-8824 FAX:Z (858) (9'J-1182 TOO JOB NO. 12-03 DATE: 8-16-12 C. Remote Control Wiring: 1. Direct Burial Control wire sizes: As shown and specified herein before. 2. Provide one control wire and one common ground wire to service each valve in system. Provide 4-foot minimum expansion loop at each valve to permit removal and maintenance of valves. 3. Install control wires and irrigation piping in common trenches wherever possible. 4. Control Wire Splices: Allow only on runs of more than 300 feet, splices as follows: (1) Strip off minimum of 2-1/2 inches of insulation from each wire. (2) Twist on Scotchlock electrical spring connector, minimum four complete turns. (3) Seal connector in epoxy resin. ( 4) Tape completed splice with Scotch 33 electrical tape. 5. Numbering and Tagging: Identify direct burial control wires from automatic valves to terminal strips of controller at terminal strip by tagging wire with number of connected valve. D. Automatic Controller: 1. Automatic Controller shall be installed as shown and directed. Controller shall be tested with complete electrical connections. Contractor shall be responsible for temporary power to controller for operation and testing purposes. 2. Connections to control wiring shall be made within the pedestal of the controller. All wire shall follow the pressure main insofar as possible. 3. Electrical wiring shall be in a rigid PVC plastic conduit from controller to electrical outlet. The Electrical Contractor shall be responsible for installing all wiring to the sub-panels, clocks, or elsewhere as required, in order to complete this insta!latlon. A disconnect switch shall be included. 4. Controller shall have a master switch. It shall be possible to operate each valve manuCllly, independent of clock of any other valve. F. Valve Box: 1. Install valve boxes as shown on detail. Install no more than one valve per box. Stencil valve number and controller letter on underside of valve box lld. "DO NOT DRINK" Tag attached to irrigation valve box (See Note #7 on Sheet 1) G. Sprinkler Heads: · 1. All sprinkler heads shall be installed as per details shown. 2. Nozzle size of all heads shall be adjusted to suit any particular conditions of the area. This shall be done after the system has been thoroughly tested, immediately after written notification by the Architect to do so. H. Quick Coupler Assembly: 1. Install all quick couplers as indicated on drawings and as directed. Set all valves plumb and true to finish grade and a maximum of 12 inches from paving, walks, headers or curbs, and as shown on plans and as directed. I. Ball Valves: 1. Install where shown as detailed. J. Backflow Preventer: 1. Back/low preventer assembly shall be installed in accord with Olivenhain Municipal Water District standard specifications, located as directed on drawings, and shall conform to all applicable code and ordinance requirements. Olivenhain Municipal Water Distric Backflow Specialist shall approve location and installation (760) 753-6466. 2. Exact location and positioning shall be verified on the site by Architect and Olivenhaln Municipal Water District. K. Pressure Regulator if needed shall be installed as per drawings and detail. Verify final location with Architect. L. Installation of Anti-Drain Valves: Anti-drain valves shall be Installed In the riser assemblies of all sprinkler heads that do not have manufacturer installed anti-drain devices. M. Install quick couplers and remote control valves adjacent to walks and curbs in shrub planting areas. Install quick coupler valves no further than 150 ft. apart. N. Sleeving: 1. Crossing of vehicular path with Irrigation pipe or wiring shall be avoided wherever possible. If a crossing must be made, Schedule 80 PVC sleeves shall be installed at a minimum depth of 30" below finish grade. 2. Irrigation lines under pedestrian paving shall be installed in Schedule 40 PVC sleeves at a minimum depth of 18" below finished grade. 3. Sleeve sizes for irrigation lines shall be a minimum of two (2) times the size of the line It serves. 4. Controller wires located under streets or other permanent improvements shall be installed in separate PVC sleeves and corresponding to type and depth as specified on 1 and 2. 3.03 CLEAN-UP: A. As project progresses, Contractor shall maintain unsightly debris as necessary. After completion of debris and containers used in accomplishing work. asphalt, and concrete areas adjacent to plantings. *** all areas in a neat manner and remove the project, Contractor shall remove all He shall sweep and clean all sidewalks, L-14 K. Contractor shall acquaint himself with all site conditions. PART 2 -PRODUCTS 2.01 MATERIALS: BENCHMARK: ~ CITY OF CARLSBAD ~ t-------t---t--------------------t---+--+----+----l ~~=Q==--===E=N::::G=IN=E::::E::::Rl=N:::::G::::D=E:::::PA:::::R::::T:::::M:::EN:::::T:::::==:::__:~==2==: Pipe sizes shown are nominal inside diameter unless otherwise noted. ~\l-GF ESS I OJI( dJ5' '<''\ Q. CARl/o '1( <".: c:;,,;, '<'~ f....: ~ , GJ V) --..,.. --_ ,__ ~z to ~ \ NO. 55381 ; © 2012 O'Day Consul\on\s, Inc. J''1/; CIVIC ,1-.~'c r: or CALl'Cj 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-1700 Fax: 760-931-8680 ODayConsult□nts.com Civil Engineering Planning Processing Surveying "AS BUILT" •~~e . 1/gg-~ _____________ _, 'M·I~ · rxP. 6./.30/ '" DESIGNED BY: ~A~.M~·--DATE: JANUARY 2012 DRAWN BY: ~J~.S~. ____ SCALE: 1" = 20' PROJECT MGR.· T.C JOB NO.: 101290-04 ENGINEER OF WORK: REVIEWED BY: DATE: TIMOTHY 0. CARROLL, JR. RCE: 55381 INSPECTOR DATE DESCRIPTION: 2 1/2" 0/SC STAMPEO "CLSB-011 LS 62/5" IN CURB IW:ST S/OE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES ANO EAST OF CALLE TIM/TEO. SET IN CURB ON IW:ST S/OE OF PARKING LOT, 104 FT FROM SOUTHIW:STERL Y CORNER OF RESTROOMS RECORD FROM: R.0.S. NO. 17271 {Pr. NO. 11) ELEVArlON: 173.24 DATUM: NGl/0 1929 DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL DATE INITL>IL CITY APPROVAL IRRIGATION SP[CIFICATIONS FOR: LA COSTA TOWN SQUAR[ COMMERCIAL RANCHO SANTA FE ROAD C. T. 0/-09 APP~~ Gr~i ~A~~KI • ___Jj_1;,,,.J,-z_ ENGINErRING MANAGER PE 41204 EXPIRES 3/13/13 ~ CHKD BY: 6UJ DWN BY: -~~ I PROJECT NO. I DRAWING NO. RVWD BY: ~. _c_. r_. _O_J_-_0_9~. 409-4 . 121812 i SECTION 02900 LANDSCAPING PART 1 -GENERAL 1.01 GENERAL CONDITIONS A. Drawings and General Provisions of Contract, including General and Supplementary conditions and Division 1 Specification sections apply to work of this section, and must be fully considered in connection therewith. 1.02 SCOPE A. The work includes all services, labor, materials, transportation and equipment necessary to perform the work indicated on the drawings and as specified herein and as required to complete properly the contract. B. Related Work: 1. 1.03 SUBMITTALS A. Unused. Irrigation (Section 02480) B. Contractor shall submit a typewritten list with specifications of all feasible materials, including soil amendments, fertilizers, plant materials, etc., with quantities of each. This shall also include a soil analysls report. 1.04 DEFINITIONS OF TERMS A. "Planting Area" shall mean all areas to be seeded, sodded, planted with trees, shrubs, and/or groundcovers. 1.05 GUARANTEES AND REPLACEMENTS A. Plant Materials: Plants (15-gallon size and larger) shall be guaranteed to live and grow in healthy condition during the agreed upon 90 day maintenance period or until final acceptance. Plant material will continue to be guaranteed for one (1) year. B. Plant material smaller than 15-gallon size: Shall be guaranteed to live and grow in vigorous healthy upright condition for a minimum of one growing season after final acceptance of work (excluding seasonal color). C. Replacement: All plants not healthy and in vigorous growing condition as determined by the Landscape Architect shall be replaced immediately. Plants used for replacement shall be the same kind and size as specified in the plant list. They shall be furnished, planted and fertilized as or!glnally specified at no costs to Owner. 1.06 VERIFICATION OF EXISTING CONDITIONS A. All scaled dimensions on the drawings are approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions, quantities, and grade elevations, and shall immediately inform the Landscape Architect of any discrepancies. B. Prior to the excavation for planting or placing of plant materials, the Contractor shall verify the location of all underground utility lines and other improvements, and take proper precautions to avoid damage to such improvements. ln the event of conflict between such improvements and plant locations, the Contractor shall notify the Landscape Architect, and arrangements will be made for relocation as necessary. Failure to follow this procedure places upon the Contractor the responsibility for making any and all repairs for damage resulting from work as herein specified at his own expense. 1.07 PROTECTION OF EXISTING IMPROVEMENTS During the construction and maii:itenance period, the Contractor shall take every precaution to protect and avoid damage to sprinkler heads, irrigation lines, drainage lines, and all other underground facilities and all paving, structures, fixtures, and existing plantings. The Contractor shall be held responsible for any and all damage to such Improvements and shall completely repair or replace the same at no cost to the Owner. 1.08 INSTRUCTIONS AND OBSERVATION A. All changes and deviations to the plans and specifications shall be confirmed in writing via the Landscape Architect. B. The Contractor shall be available on call to make a joint observation with the City Inspector and/or Landscape Architect. The Contractor shall have sufficient work personriel available during normal working hours to correct deficiencies immediately upon request of the Landscape Architect. Such repair or re-work services are to be performed without interference to regular project schedule. C. Plants shall be subject to approval by the Owner's Representative a\ \he place of growth and/or upon delivery to the site for quality, size and variety. Such approval sha!I not impair the right of observation and rejection at the site during progress of work for size, condition of root boll, latent defects, or injuries. Rejected plants shall be removed immediately from the site, unless otherwise approved by the Landscape Architect. D. Site observations herein specified shall be made by the Landscape Architect. The Contractor shall notify the Landscape Architect of a site observation at least 48 hours in advance of an observation. An observation will be made by the Landscape Architect during office working hours on each of the steps or conditions listed below. The Contractor or his authorized representative shall be on site at the time of each observation. The Contractor will not be permitted to initiate the succeeding step of work until he has received approval to proceed by the Landscape Architect. 1. Pre-Construction Meeting: Immediately prior to the commencement of work of this section, Contractor shall receive approval of materials and equipment to be used, and methods of installation. 2. Incorporation of soil conditioning and fertilizing into the soil: Soll tests performed by a pre-approved soil testing the laboratory shall be submitted and paid for by the Contractor for agrj9ult.ural suitabt!ity and approved by the Landscape Architect and City Inspector once rough grading has been completed, and prior to installing any plan\ material. 6. Pre-maintenance observation: When planting and all other indicated or specified work, except the Maintenance Period, has been completed. Acceptance and written approval shall establish beginning of the Maintenance Period. this is not a final observation or acceptance, and it does not relieve the Contractor from any of the responsibilities In the contract documents for this project. 7. Flnal site observation at the_ completion of the specified maintenance period. This observation shall establish the beginning date for the guarantee period. E. Acceptance: Upon completion of the Final Observation and the work of this section, the Contractor will be notified In writing (1) whether the work is acceptable and (2) of any requirements necessary for completion and acceptance. 1.09 SUSPENSION OF WORK A. The Landscape Architect shall recommend to the Owner any necessity tO suspend the work wholly, or in part, for such period or periods as he may deem necessary due to unsu!table weather, or such other conditions as are considered unfavorable for the reasonable performance of the work, or for such time as is necessary due to the failure on the part of the Contractor to carry out orders given or to perform any or all provisions of the contract. B. If it should become necessary to stop work for an indefinite period, the Contractor shall store all materials in such a manner that they will not become an obstruction nor become damaged In any way, and he shall take every precaution to prevent damage or deterioration of the work performed. The Contractor shall cover all open excavations and sha!l provide suitable drainage by opening ditches, planting pits, etc., and erect temporary structures where necessary. C. Grading, sail preparation, and planting work shall be performed only during periods when beneficial and optimum results may be obtained. If the moisture content of the soil should reach a level that working it would destroy the soil structure, spreading, grading and tilling operations shall be suspended until the moisture content reaches acceptable levels and the desired results are attainable. 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL A. The Landscape Landscape Architect shall be furnished with duplicate signed, legible copies of certificates and/or invoices stating \he brand, grade, amount and quantity of each item for all soil, fertilizers, soil conditioners, plans and other materials. THE LANDSCAPE ARCHITECT MAY STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY THE OWNER. B. The Contractor shall notify \he Landscape Architect in advance when all materials are to be delivered and the manner of shipment, and shall furnish therewith an itemized list, in duplicate, of the actual quantity of material ln each delivery, in order to ensure satisfactory coordination of delivery, and to expedite the required inspection at the point of delivery. The itemized list, in duplicate, for each delivery of plant material shall include invoices certifying \hat subject material has been inspected as required by the State Agricultural Code prior to acceptance or planting. Particular care, using approved equipment, shall be exercised to ensure safe loading, unloadlng, shipping and handling for all plantings from source to in-place locations indicated on the drawings. 1.11 PLANT MATERIALS A. Quantities for plant materials are shown per plan for convenience only and not guaranteed. Contractor shall check and verify count and supply sufficient number to fulfill Intent of drawings. 1.12 INVOICE OF MATERIALS A. Upon delivery of materials and/or completion of all soil conditioning and grading, but prior to initiating planting operations, the Landscape Architect with the heretofore specified signed copies of required certificates, trip slips and invoices for soil preparation materials, shall invoice such material, comparing the total quantities of each material furnished against the total area to each operation. If the minimum rates of application have not been met, \he Landscape Architect will require the distribution of additional quantities of these materials to fulfill the minimum requirements specified. B. After installation of plant materials, but prior to the pre-maintenance site observation, the Landscape Architect, with the heretofore specified signed copies of the required certificates and related Items, shall invoice such material, comparing the total area and/or the amounts specified. If the minimum amounts have not been furnished, the Landscape Architect wlll require \he installation of additional materials to fulfill the minimum requirements specified, C. A sample of the soil amendments shall be delivered to the Landscape Architect within 15 days after recording of the contract for submittal to a testing laboratory, along with specifications of each product. After soil amendments have been thoroughly mixed into the site, random samples of the mixed soil will be taken by the engineer and submitted to the soil laboratory for comparison to a control mix. Cost of the above testing by the soils laboratory shall be borne by the Contractor. 1.13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES A. It is the intent of the project that certain areas of the existing plant materials shall be retained. Prior to the removal of any trees, the Contractor shall confer with the Landscape Architect to determine those plants that are to remain. B. All existing trees which are to remain in the project shall be tagged and identified by the Contractor prior to start of work. C. Contractor shall be responsible for all trees that are to remain In the project. Damage to a plant which results in death or permanent disfiguration shall result in the complete removal of the plant, including roots, from the site by the Contractor. The Contractor a\ his own expense shall replace the plant with one of equal value as established by the Landscape Architect or reimburse the Owner the cost of said replacement if a replacement cannot be obtained. The Landscape Architect shall be the sole judge of the condition of \he plant. D. All existing trees that are to remain shall be protected at all times from damage by men and equipment. All damage by the Contractor to existing plants shall be repaired at his expense by personnel approved by the Landscape Architect. E. The Contractor shall insure that no foreign material and/or liquid, such as paint, concrete, cement, oil, turpentine, acid or the like, be deposited or allowed to be deposited on any soil within the drip line ( the outside edge of foliage overhand) of any tree or shrub or within 6' of the trunk of a vine. Should any such poisoning of the soil occur, the Contractor shall remove said soil as directed by the Landscape Architect and replace it with acceptable soil at no expense to the Owner. F. Excavation adjacent to existing trees and shrubs: Where it is necessary to excavate in close proximity to existing trees and shrubs, all possible caution shall be exercised to avoid injury to roots and trunk. Excavation close to trees shall be by hand, tunneling under roots 2" and larger in diameter. Cutting of roots 2" and larger shall be only on the approval of the Landscape Architect. Paint cut roots within 24 hours of Initial damage with approved pruning paint. When this is no\ possible, keep the side of excavation adjacent to tree shaded with moist burlap or canvas. PART 2 -PRODUCTS 2.01 QUALITY A. All materials shall be of standard, approved, and first grade quality and shall be in prime condition when installed and accepted. All commercially processed and/or packaged materials shall be dellvered to the site in the original unopened containers bearing the manufacturer's guaranteed analysis. 2.02 SOIL AMENDMENT AND FERTILIZER SHALL BE FOR BIDDING PURPOSES ONLY Bulk blend all stock piled topsoil with calcium cabonite lime at rate of 60 lbs. per 1,000 S.F. Till down to a depth of 6-8". Dolomite lime should not be used. Specific soil \est shall be conducted after rough grading operation has taken place. A Shnll h,, n ,.,,.,.,.,_,-1 r"""'Jrl, 1nl nrnd""'"-i. deriVF>d from shavinns of nitrofied white fir and /or red fir. Amendment sha,11 upon analysis contain at least 1.0% nitrogen (on a dry weight basis) with an ash content not to exceed 15%. A commercial grade product shall be used. Contractor shall supply Landscape Architect or his appointed representative with a sample of the proposed amendment accompanied by a laboratory analysis from an approved laboratory Illustrating degree of compliance. Guarantee = wt/cu/yd. = 460# -720#, Ammoniac nitrogen = 1.0%, pH (less than 6.8). Salinity (total soluble salts = 3.0 MMHO). Density = 20# cu.ft. Properties = (gradation sieve size) -No. 6 -95% minimum passing; No. 8-80% minimum passing; No. 35 -30% minimum passing. Wetability -to be in compliance with standards as per American Society of Agronomy B. Agricultural Grade Gypsum -Shall be a (Ca S04 -H20) calcium sulfate product -94.3%. 90% shall pass a 50 mesh screen. Chemical reaction will remove Sodium attached to soil particles. Gypsum also loosens heavy clay soils through electro-chemical action. Control of dust during application is mandatory. Shall be U.S. Gypsum, Dolmar, Sof'N'Soil, or Bandini, if not available, shall be equal to. C. Sulfur (Soll) -Shall be elemental sulfur (99.5%) commercially prepared so that 46.9% passes a 50 mesh screen. Shall be Tiger Sulfur, if not available, shall be equal to. D. Iron Sulfate -Iron shall be expressed as metallic -derived from sulfate -deep green (Fe S04 H20). A minimum analysis of 20.0% and 98.3% retained on a 10 mesh screen. Shall be Monterey -30%. If not available, shall be equal to. E. Pre-plant or starter fertilizer shall be a commercial grade flowable fertilizer wlth-1% nitrogen, 24% phosphorous pentioxide and 24xB potassium sulfate at a rate of 15 lbs. per 1,000 S.F. No Potassium Chloride is to be used. Organic nitrogen shall be from Cottonseed Meal and Urea. Phosphate available from superphosphate and Cottonseed Meal. Potash from sulfate of Potash and Cottonseed Meal. F. Post Plant Fertilizer (Maintenance): Fertilizer (commercial) shall be a combination of natural organic and inorganic granular fertilizers, free-flowing, suitable for application with approved equipment and shall contain the following minimum available percentages by weight of plant 'food: Nitrogen Ammoniac Sulfate Remainder of Nitrogen 1.25% Water Insoluble Phosphoric acid Potash Iron Zinc Manganese Calcium 14.0% min. 4.0% min. 8.75% Water Soluble 7.0% min. 3.0% min. 2.0% 0.15% 0.15% 2.0% Organic NitrOgen is derived from Urea and Cottonseed Meal. Phosphate from Superphosphate and Cottonseed Meal. Potash from Sulfate of Potash and Cottonseed Meal. No Potassium Chloride is to be used. Sulfur from Sulfate of Ammonia. Calcium from Superphosphate, Iron from Ferrous Sulfate and mixed Sulfides. Zinc and Manganese are expressed as metallic and in their elemental form. Screen analysis: (% retained) -approximately 4 mesh = 1.3%; 8 mesh = 24.2%; 20 mesh = 74.0%; and 48 mesh 0.05%. Shall be Wil-Gro Fairway, Bandinl, or Kellogg. If not available, shall be equal to. G. Planting tablets shall be tightly compressed chip type commercial grade planting tablets, of varying sizes with the following available percentages by weight of plant food: Nitrogen Phosphoric Potash acid Shall be Agrifarm or Gro-Power. If not available, shall be equal to. 20.0% min. 10.0% min. 5.0% min. • TESHIMA DESIGN GROUP 1ANDSCAPE ARCHITECTURE · lAND PIANNING 9903 BUSINESfil'ARK AVE. SUITE 100 • SAN DIEGO, CA 92131 PH: (858) 69'3--11824 FAX) (ll58) li93-1182 TOO JOB NO. 12-()3 DAIB= 8--16-12 2.03 PLANTING BACKFILL FOR TREES AND SHRUBS A. Rate of application is for bidding purposes only. Soll test may reduce or increase total soil yardage amendment and chemical additives. Planting backfill shall be a thoroughly blended mixture of topsoil and soil amendments at the following mixtures: Soil Amendment 1 /2 c.y. Stock Piled site soil 1/2 c.y. Gypsum5 lbs. per /cu/yd. of mix Sulfur (so11)1 lbs. per /cu/yd. of mix Iron Sulfate1 lbs. per/cu/yd. of mix Pre-Plant (1-10-10) 3 lbs. per/cu/yd. of mix (also see 3.04 Exterior Planter Backfill). 2.04 PLANT MATERIALS A. Nomenclature: Scientific and common names of plants herein specified shall conform with the approved names given in "a checklist of Woody Ornamental Plants of Californla/' published by the University of California, College of Agriculture, Manual 32 (1963). See 11st of plan\ material on drawings. B. Labeling: Each group of plan\ materials delivered on site shall be clearly labeled as to species and variety. However, final determination of plant species and variety will be made by \he Landscape Architect and whose decision will be final. All patented plants (cultivar) required by the plan\ list shall be delivered with a proper plant paten\ attached. C. Quality and Size: All plants shall be vigorous, of normal growth, free from diseases, insects, insect eggs, and/or exceed the measurements specified. D. Container Stock: Shall have grown in containers for at least six months, but not over two years. No container plants that have cracked or broken balls of earth when taken from the container shall be planted, except upon specie! approval. No trees with damaged roots or broken balls shall be planted. E. Pruning: At no time shall the plant materials be pruned, trimmed or topped prior to delivery, delivery and any alteration on the site of their shape shall be conducted only with the approval and in the presence of the Landscape Architect. F. Inspection of Plant Materials: Required by City, County or State authorities, shall be a responsibility of the Contractor, and when necessary he shall have secured permits or certificates prior to delivery of plants at site. G. On-Site Inspection of Plant Materials: Plants shall be sllbject to inspection and approval or rejection at the project site at any time before or during progress of work for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the project site immediately. H. Rejection and Substitution: All plants not conforming to the requirements herein specified shall be considered defective, and such plants, whether in place or not, shall be marked as rejected and be immediately removed from the site of the work and replaced with acceptable plant materials. The plant materials shall meet all applicable inspections required by law. All plants shall be the species, variety, size, age, flower color and condition as specified herein and/or as indicated on the drawings. Under no condition will there be any substltution of plant species, variety, or reduced size for those listed on the accompanying drawings, except with express written consent of the Landscape Architect. I. Ri~ht to Changes: The Landscape Architect reserves the right to change the species, variety and/or sizes of plant material to be furnished, provided that the cost of such plant changes does not exceed the cost of plants in the original bid. The Contractor shall be notified and confirmed in writing prior to sixty (60) days before the planting operation has commenced. Changes in the size and/or variety of any plant to be furnished which involves a reduction or addition in cost shall be adjusted in the contract cost. J. Root Condition: The Landscape Architect reserves the right to inspect root condition of any species, particularly those grown from seed, and if found defective, to reject the plants represented by \he defective sample. K. Protection: All plants at all times shall be handled and stored so that they are adequately protected from drying out, from wind burn, and from all other injury. All plants determined by the Owner's representative to be wilted, burned, or dried out, may be rejected, and removed from the site. The Contractor's on-site plant storage area shall be approved by the Owner's representatlve prior to the delivery of any plant materials. L. Shrub and Tree Samples: Typical samples, three each of all varieties and sizes (shrubs 5 gallon and under, trees 15 gallon and under) of all plant materials shall be submitted for Inspection approval at the site a minimum of fifteen days prior to planting operations. Approved samples shall remain on the site and shall be maintained by the Contractor as standards of comparison for plant materials to be furnished. Samples w!II be incorporated into the work. WEED ABATEMENT PROGRAM Ingredients 1 . 50% Scythe 2. 50% Glyphosate (Roundup) Preparation: Fill the spray tank with the required amount of water, then add above mixture. Agitate thoroughly at mixing and re-agitate occasionally during use. Rates: Above mixture may be used at rates from 3% to ·10% volume to volume in water. Use the lower rates for tank mixing with glyphosate and medium rates when applying alone to weeds less than 6 inches in height. Apply above mixture at the higher rates for weeds greater than 6 inches in height. Application: Use a backpack or hand held sprayer or a conventional spray rig. Be sure to thoroughly cover all of the target plants' foliage. Timing: For fastest kill, apply on a warm, sunny, day, Do not apply during windy conditions that could carry spray to desirable vegetation in nearby locations. L-15 3. Upon the completion of finish grading and mow curbs layout in the field, but pr!or to mow curb installation. BENCHMARK: ~ CITY OF CARLSBAD ~ t----+--t-------------~---+---+---+---+--------< ~~==1 ::::::::'...':====E=N=Gl=NE=E=R=IN=G=D=E=P=AR=T==M=EN=T::::;::=::...'::~==2=! 4. Approval of all plant material quality. 5. Layout of plant material. ©2012 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 0DayConsultonts.com Civil Engineering Planning Processing Surveying DESIGNED BY: ~A~.M~·--OATE: JANUARY 2012 DRAWN BY: ~J~.S~. ___ SCALE: 1" -20' PROJECT MGR.: T.C. JOB NO.: 101290-04 ENGINEER OF WORK: DATE: TIMOTHY 0. CARROLL, JR. RCE: 55381 REVIEWED BY: INSPECTOR DATE DESCRIPTION: 2 1/2" 0/SC STAMPED "CLSB-011 LS 62/5" IN CURB /fEST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARKING LOT NORTH OF CAMINO DE LOS COCHES ANO EAST OF CALLE TIM/TEO. SETIN CURB ON /fEST SIDE OF PARKING LOT, 104 FT FROM SOUTH/fESTERLY CORNER OF RESTROOMS RECORD FROM: R. O.S. NO. 17271 (PT. NO. 71) ELEVATION: l7J.24 DATUM: NGVD 1929 DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PLANTING SP£C/FICAT/ONS FOR: LA COSTA TOWN SQUARE COMMERCIAL RANCHO SANTA F£ ROAD c.r. 01-09 APPR.i(Wt7).: XN~. WESKI A 11,//,. . /4~ ·. · · . , 1 / / 7 ,th,__ ENGINEERING MANAGER PE41204 EXPIRES 3/13/13 ~ DWN BY: CHKD BY: 6uJ RVWD BY: PROJECT NO. C.T. 0!-09 DRAWING NO. 409-4 12/8/2 M. Specimen Tree Selection: 1. One sample each of each tree variety and size, as called out on drawings, 24" box and larger shall be delivered to the project site for approval prior to installation. 2. The Contractor shall immediately remove any trees not approved. 3. The Contractor at his option and at his expense, can retain the services of the Landscape Architect to review trees 24" box size or larger tagged at the nursery and/or at its place of growth. 2.05 GROUNDCOVER A. Groundcover plants shall be healthy, vigorous rooted cuttings grown in flats. 2.06 PLANTER MULCH A. Planter mulch shall be Sierra Walk-On Bork Mulch as manuf, by Sierra Forest products, phone (209) 535-1502, or approved equal. Contractor shall provide samples to owner and City Inspector for approval prior to bulk delivery to job site. 2.07 STAKING MATERIAL A. Tree guy wires shall be of pliable, zinc-coated steel minimum gauge No. 12 and anchor to appropriate dead man, Wire loops at branches shall be covered by 2-ply reinforced rubber 1/4" in diameter. Guy wires shall be flagged with 1/8-inch diameter x 4"-0" length surgical tubing. 2.8 ROOT BARRIER A. Root barrier shall be a multi-year root control system consisting of herbicidal time-released nodules permanently attached to a permeable geotextile fabric which will inhibit plant root encroachment. Active lngredient:Trifluralin (a,a,a -Trifluro-2,6-Dinitro -N,N -Dipropyl - P -Toluidine)17.1% Inert lngredients82.9% Shall be Bio-Barrier -No Known Equal. 2.9 PRE-EMERGENT HERBICIDE A. Pre-Emergent herbicide shall be as determined by the Contractor. 2.10 WEED CONTACT HERBICIDE A. Weed contact herbicide shall be as determined by the Contractor. 2.11 LAWN A. All lawn areas shall be sodded with Marathon Ill Dwarf Fescue blend. PART 3 -EXECUTION 3.01 INSPECTION A. Examine proposed planting areas and conditions of installation. Do not start planting work until unsatisfactory conditions are corrected. 3.02 PREPARATION A. General: The areas to receive trees, shrubs and groundcover plantings ond their respective requirements for imported topsoil, fertilizing , soil conditioning, and other treatment shall be as defined on the drawings. Equipment necessary for preparation of the ground surface and for handling and placing all required material shall be on hand in good working condition. Work shall be performed only during periods when beneficial results can be obtained. B. Clearing and Grubbing: Prior to ripping and tillage operations, all vegetation in the area to be planted shall be grubbed, raked, and cleared from the site. The ground surface shall be cleared of all material which has accumulated during construction and all material which rrilght hinder proper grading, tillage, planting and subsequent maintenance operation. All grubbed materials and debris shall be lawfully disposed of off the site by the Contractor at his cost. C. Obstruction Bel.ow Ground: All subsurface rocks over 2" in diameter and other underground obstructions shall be removed to the depth necessary to permit proper fine grading, tilling, or planting according to plans and specifications. All abandoned utility lines uncovered or severed shall be cut below grade and capped or plugged with concrete. Explosives shall not be used for removal. When the location of utility lines is shown on ·the plans or has been made known to the Contractor, all damage to these lines shall be repaired by the Contractor in a manner approved by the Landscape Architect and affected utility. D. Deep Ripping: •All areas (including slopes) to receive groundcover, shrubs, and hydroseeding shall be deep ripped and loosened to a depth of twelve (12) inches in all directions. 3.03 SOIL AMENDMENTS, FERTILIZING AND ROTOTILLING A. Rate of application is for biddin~ purposes only. Soil test may reduce or increase total soil amendment yardage, Adjustments (plus or minus) may be necessary. Contractor shall obtain at least two soil tests of rough grade at site and submit results to the Landscape Architect for interpretation and recommendation. B, After the areas have been deep ripped, the following rates of soil amendment materials shall be evenly spread over all planting areas and shall be thoroughly scarified to an average depth of six inches by rototilling a minimum of two alternating passes. Amendment must be intimately blended with soil. Soil amendment: 6 cubic yards per 1,000 sq. ft. to a depth of 8", Gypsum: 120 lbs. per 1,000 sq. ft. Soil Sulfur: 10 lbs. per 1,000 sq. ft. Iron Sulfate: 10 lbs. per 1,000 sq. ft. Fertilizer (commercial) 1-10-10 shall be applied at the rate of 30 pounds per thousand square feet and scarified into the top two inches of finish grade. Fertilizer shall be applied after leaching operation. C. The thoroughness and completeness of the rototilling and Incorporation of the soil amendments shall be acceptable to the Landscape Architect. Slopes 2: 1 and steeper or as per the drawings omit soil conditioner application and tilling. D. Deep Water Leaching and Soil Testing: Deep water leaching shall be competed as recommended by a certified agronImIc laboratory. The following process for deep water leaching is for bidding purposes only. Item number three (3.) shall be performed as stated below, 1. After the tilling operation, the area shall be deep water leached three (3) times over a five (5) doy period. Apply 1/2" water at each application. Wait one (1) day between applications. 2. One day after final application of water, the soil shall be tested for content of soluble salts (electrical conductivity E.C.). Landscape Architect and Contractor shall take several soil samples and deliver the samples to a laboratory for testing of soluble salts. E.C. test reading shall not be above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings are not above 2.0 ©2012 O'Day Consultants, Inc. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 OOoyCansultonts.com Civil Engineering Planning Processing Surveying 3. If soil test reading for a particular area tested Is above 2.0, the soil amending, tilling and deep watering procedure shall be repeated until test readings are not above 2.0 E. Care shall be taken that the rate of application of water does not cause erosion or sloughing of soils. F. All depressions, voids, erosion scars and settled trenches generated by the deep watering shall be filled with amended soil and brought to finish grade. G. Apply Naiad Wetting Agent, Sorvon or equal 4 oz. per 1,000 s. f. at the first spray of soil amendments. 3.04 EXTERIOR PLANTER BACKFILL A. Backfill for exterior planters: Shall be as specified in Section 2.03, 3.05 FINISH GRADING A. Finish grades shall be as indicated on civil plan. B. Finish grades shall be measured after the ground has been watered-in and mechanically compacted and settled. The final grade shall be within plus or minus 0.1 foot of the spot elevations and grade lines indicated on the Civil drawing. C. Ease top and toe of all existing slopes. D. All undulations and irregularities in the planting surfaces resulting from tillage, rototilling and all other operations shall be leveled and floated out before planting operations are initiated. E. The Contractor shall take every precaution to protect and avoid damage to sprinkler heads, irrigation lines, and other underground utilities during his grading and conditioning operations. F. Final finish grades shall insure positive drainage of the site with all surface drainage away from buildings, walls, over mow curbs, and toward roadways, drains and catch basins. G. Final grades shall be acceptable to the Landscape Architect before planting operations will be allowed to begin. H. Planting surfaces shall be graded with no less than 2 percent surface slope for positive drainage. I. All rock and debris shall be removed from planting areas and then from the site in accordance with the following criteria, 1" dia, In lawn areas, 2" dia, in shrub area, 2" dia. in h ydroseed areas. J. Finish grade shall be 2" below finish paving surface in shrub areas. 3.06 PLANTING INSTALLATION A. Timing: Actual planting shall be performed during those periods when weather and soil conditions are su!table and in accordance with locally acceptable practice. B. Layout of Trees: All trees(24" box size and larger)shall be placed in the landscape per the direction of the Landscape Architect prior to installation of irrigation system. The trees shall then be moved so that planting holes can be excavated and amended. The trees shall then be installed in their respective hoes and positioned in the holes per direction Qf the Landscape Architect. C. Layout Planting: Locations shall be approved by the Landscape Architect. All container plants shall be set by the Contractor in their final location in their respective containers prior to digging holes and/or planting. All plant locations shall be checked for possible interference with existing underground utility lines. D. Backfill for Trees and Shrubs: Shall be as specified In section 2.03, If artificial drainage is requested, then drains shall be installed first, then backfilled with soil, E. Disposal of Excess Soll and Debris: All excess excavated subsoil, rocks and debris shall be legally disposed of off the site by the Contractor at his cost or utilized on the site as directed by and at the option of the Landscape Architect. 3.07 PLANTING TREES, SHRUBS AND VINES A. Soil moisture level prior to planting shall be no less than horticulturally acceptable. The Contractor shall request approval of moisture, and if found to be insufficient for planting, the planting pits shall be filled with water and allowed to drain before starting any planting operations. B. All excavated holes shall have vertical sides with roughened surfaces and shall be of the minimum sizes indicated on drawings. Holes shall be in all cases large enough to perr;1it handling and pl anting without injury or breakage of root balls or roots. . _- C. Excavation shall Include the stripping and stacking 'of ··all ·acceptable soil encountered within the areas to be excavated for plant pits and planting beds. Protect all areas that are to be trucked over and upon which soil is to be temporarily stacked pending its re-use for the filling of holes, pits and beds. D. Plants shall be removed from containers In such a manner that the ball of earth surrounding the roots is not broken, and they shall be planted and watered immediately after the removal from the containers. E. The plants shall be planted at approved locations with the heretofore specified amendments and soil planting backfill. F. Backfill shall be placed at the bottom of each hole and thoroughly watered and compacted to a depth so that when a plant Is placed in the hole, its root crown is slightly above the established flnal grade, and unless otherwise noted shall be raised or replaced as directed by the Landscape Architect. G. Planting tablets shall be placed in each planting hale at the following rates and per the manufacturer's recommendations.; 1 5 gram tablet per Individual liner and flat size plant. 1 21 gram tablet per gallon container. 3 21 gram tablets per 5 gallon container. 4 21 gram tablet per 15 gallon container. 1 21 gram tablet per each 4 inch box size. Random testing to verify planting tablet installation shall be conducted by the Landscape Architect. H. No plant will be accepted If the rootball is broken or cracked, either before, during, or after the process of installation. I. All plants shall be thoroughly watered to the full depth of each planting hole Immediately after planting. J. Guying: All trees and other plants Indicated on the plans shall be guyed as detailed. K. The Contractor shall be responsible for all surface and subsurface drainage required which may affect his guarantee of the trees, shrubs and vines. L. Pruning after planting shall be required on all trees, shrubs, and vines when necessary to provide the specified or approved standard shapes, form and/or sizes characteristic to each pion\. Pruning may include thinning, topping, and/or cutting and shall be under the direction of the Landscape Architect. Cuts over 3/4-inch in diameter shall be painted with an approved tree sealant. M. All trees 24" box and larger shall be spotted. 3.08 PLANTING GROUNDCOVER A. Ground covers. shall be planted in the areas indicated on the plans and shall be free of surface rock over 2" in diameter and debris. B. If the top four (4) inches of soil In the area to be planted in groundcover is not sufflclently moist (horticulturally acceptable standards), the area shall be thoroughly irrigated and no less than twelve hours shall pass before planting. C. Groundcover plants shall be grown in flats. Variety indicated on the plant list. Flat grown plants (rooted cuttings) shall remain in those fiats until transplanting. The flats soil shall contain sufficient moisture so that it will not fall apart when lifting the plants. Plants shall be protected at all times to prevent drying of the root ball. D. Groundcovers ·shal! be planted in staggered, random rows and evenly spaced unless otherwise noted and at Intervals called out in the drawings. E. The size of planting excavation for groundcover shall be at least twice the depth of the root ball. F. EClch plant shall be p!anted in a manner that will ensure minimum disturbance of the root system, but in no case shall this depth be less than two nodes. Each groundcover plant shall be planted with one 5 gram planting tablet incorporated into the root zone. Planting area shall be hand-smoothed after planting to provide an even and smooth final finished grade. To avoid drying out groundcover, plants must be Irrigated after planting. This may be done manually or by using the installed irrigation system. Repeated applications may be required, especially on a sloping site, This initial irrigation shall continue until o zone at least twice the depth of each hole Is thoroughly moistened. 3.09 POST FERTILIZATION A. Trees -Post fertilization shall occur at 100 day intervals after planting, Bore holes around dripline (various depths) and apply fertilizer at the rate of 1 lb. per 1" caliper in holes. Fertilizes shall be Wil-Gro14-7-3, Fairway, Bandini, or Kellogg. If not available, shall be equal to. B. Shrubs -Post fertilization shall occur 60 days after planting and apply fertilizer at the rate of 1 teaspoon per each 1 gallon plant and 1 tablespoon per 5 gallon plant. Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bandini, or Kellogg. If not available, shall be equal to. C. Groundcover and lawn areas -Post fertilization shall occur 60 days after planting and apply fertilizer at the rate of 7 lb./1,000 s,f, Fertilizer shall be (14-7-3) Wil-Gro, Fairway, Bandini, or Kellogg, If not available, shall be equal to. D. All planted areas shall receive Sarvon, Naiad Wetting Agent or approved equal, 4 oz. per 1,000 s.f. 45 days after the start of the maintenance period. 3.10 GENERAL MAINTENANCE AND ESTABLISHMENT PERIOD A. General: Maintenance operations shall begin immediately after each plant is planted and shall be k~pt in a healthy, growing condition by watering, fertllizlng, pruning, spraying, weeding and all other necessary operations of maintenance, All areas shall be kept free of weeds and noxious grasses and clean and free of rocks, clods, and debris. All paving and walks shall be kept ,clear, clean and washed down. B. Establishment Period: Trees, Shrubs, Vines and Ground Covers -The establishment period shall begin on the date that the Landscape Architect inspects and gives written provisional acceptance of the work and shall be ninety (90) calendar days. The establishment period may be extended or shortened at the discretion of the Landscape Architect. C. Maintenance Operations: Plants shall be kept in a healthy, growing condition by watering, pruning, mowing1 reseeding, rolling, resoddlng, trimming, edging, fertilizing, restaking, pest control, spraying, weeding and all other necessary operations of maintenance. Planting beds shall -be kept free of weeds, grass and other undesired vegetative growth, and lawn areas shall be k~pt free from all weeds. During the specified maintenance period, all plants that ore dead or severely distressed shall be replaced immediately. All seasonal color, annuals or perennials shall ,be maintained in a vigorous, healthy condition through the maintenance period. D. E~tendeJ Maintenance: When, in the opinion of the Landscape Architect, there is improper maln\enance, poor or unhealthy condition of plant materials, the Contractor shall ,be respohslble for additional maintenance of the work at no additional cost to the contract until all the work is acceptable. E. Protection: The Contractor shall be responsible for providing adequate protection of all planting areas against traffic or other use by erecting fencing or other acceptable means immediately after the planting is completed. Warning signs and barricades shall be placed in various high- traffic areas. Damaged areas shall be repaired immediately by the Contractor. F. W~eding and Cultivating: All tree, shrub, groundcover and hydroseeded areas shall be kept free of dePrls and weeds. Groundcover and shrub areas shall be cultivated at intervals of not more \hon fourteen (14) days minimum. G. Replacement: During the maintenance period, plants which die or which are in an unhealthy ar badly impaired condition shall be replaced by the Contractor within fourteen (14) days after unsatisfactory condition is evident. No replacement of plantings shall be made in any season definitely unfavorable for planting. At the conclusion of the maintenance period, the Landscape Architect will make an inspection of the work to determine the condition of all plants. All unhealthy plants shall be removed from the site and replaced with plants of the same kinds and sizes as originally specified. Such replacement shall be made in the same manner as specified for the original planting and at no extra cost to the Owner. H. Acceptance: At the conclusion of the maintenance period, an inspection shall be made by the Landscape Architect, upon written notice requesting inspection before acceptance. Malntf;:!nance period shall continue until .all deficiencies are corrected. *** • TESHIMA DESIGN GROUP LANDSCAPE ARCHITECTURE · lAND PIANNING 9903 BUSJNES5PARK A YR SUITE 100 , SAN DIEGO, CA 92131 ffi: (858') WJ-81124 FAX) (858) fD.3-1182 TOO JOB NO. 12--03 "AS BUILT" DESIGNED BY: 2A~.M~·--DATE: JANUARY 2012 DRAWN BY: "'J,,,,.S~, ---SCALE 1" = 20' <Qr J ij ~ ~ f-PR_o_JE_c_T_M_G_R_., _T_.c_. __ J_o_s_N_o_.,_10_1_29_0_-0_4-1 ~'1:~.·S·~j~/I~ ENGINEER OF WORK: REVIEWED BY: DATE: TIMOTHY 0. CARROLL, JR. RCE: 55381 INSPECTOR DATE DATE: 8-16-12 BENCHMARK: DESCRIPTION: 2 1/2" DISC STAMPED "CLSB-01 I LS 62/5" IN CURB liEST SIDE OF COMMUNITY LOT LOCATION: COMMUNITY PARK/NC LOT NORTH OF CAMINO OE LOS COCHES AND EAST OF CALLE TIM/TEO. SET IN CURB ON liEST SIDE OF PARK/NC LOT, 104 FT FROM SOUTHliESTERL Y CORNER OF RESTROOMS RECORD FROM: R.O.S. NO. 17271 (PT. NO. 71) ELEVATION: 173.24 DATUM: NCVO 1929 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INIW.L DATE INIW.L OTHER APPROVAL Cl1Y APPROVAL ~ L2LJ i ' CITY OF CARLSBAD ENGINEERING DEPARTMENT PLANTING SPECIF/CATIONS FOR: LA COSTA TOWN SQUARE COMMERCIAL RANCHO SANTA f[ ROAD L-16 WJ C.T. 0/-09 APP~::fu_ K~ PESKI ' --1! 'Z fa,..__ ENGIEERJNG MANAGER PE 41204 EXPIRES 3/13/13 /DA~E DWN BY: CHKD l;lY: dP RVWD BY: PROJECT NO. C. T. 01-09 DRAWING NO. 409-4 '121812 C u, :e N~ 0 ~ ...., 0 u, '° N' ~