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Home My WebLink AboutDWG 429-5; MS 04-02; NORTH COAST CALVARY CHAPEL; 01-41GENERAL NOTES 1. THIS PLAN SUPERSEDES ALL OTHER PLANS PR£"70USL Y APPROVED BY TH£ CITY OF CARLSBAD REGARDING IMPROVEMENTS SHOWN ON THIS SET OF PLANS. 2 APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF TH£ CARLSBAD MUNICIPAL CODE, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCUMENTS LISTED HEREON AS THEY MAY PERTAIN TO THIS PROJECT. THE ENGINEER IN R£SPONS/8L£ CHARGE SHALL R£"7SE THESE PLANS WHEN NON-CONFORMANCE IS DISCOVERED. J. CITY APPROVAL OF PLANS DO£S NOT RELIEVE TH£ DEVELOPER OR ENGIN££R- OF-WORK FR()!,{ RESPONS/8/LI TY FOR TH£ CORR£C TION OF ERRORS AND OMISSIONS D!SCOV£R£0 DURING CONSTRUCTION. ALL PLAN R£"7SIONS SHALL 8£ PROOPTl Y SU8AI/TT£0 TO THE CITY £NG!N££R FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FR()!,{ TH£ CITY £NG/NEER llfLL 8£ REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT OF WA Y. PRIOR TO PERM/ T ISSUANCE, A CERT/FICA T£ OF INSURANCE MUST 8£ FILED NAMING TH£ CITY OF CARLSBAD AS AN ADDITIONAL INSURED ON TH£ P£RM!TT££'S POLICY IN THE MINIMUM AMOUNT OF l !,000,000.00 FOR EACH OCCURRENCE OF LIABILITY. THE INSURANCE CQl,(PANY WRITING TH[ POLICY MUST HA V£ A RA TING OF 'A' ANO A SIZE CA ![GORY lf CLASS VAS £STABLISH[D BY 'BESTS' KEY RA TING GU/0£ 5. NO WORK SHALL 8£ COOMENCED UNTIL ALL PERMITS HA V£ 8££N OBTAINED FROO TH£ Cl TY AND OTHER APPROPR!A T£ A GENC/£S. 6. R£"7SION OF THESE PLANS MAY 8£ REQUIRED IF TH£ PROPOSED IMPROVEMENTS AR£ NOT CONSTRUCTED PRIOR TO TH£ DEADLINE DAT£ OF THE IMPROVEMENT AGREEMENT. 7. NO R£"7S/ONS llfll 8£ MAD£ TO THESE PLANS llfTHOUT TH£ WRITTEN APPROVAL OF THE CITY ENGINEER, NOTED llfTHIN THE R£"7SION BLOCK, ON TH£ APPROPR/A T£ SH££T OF TH£ PL.ANS AND TIT/£ SHEET. 8. ORIGINAL DRA/lfNGS SHALL BEC()I.{£ TH£ PROPERTY OF TH£ CITY UPON 8£/NG SIGNED 8Y THE CITY ENGINEER. 9 TH£ ORIGINAL ORA llfNG SHALL 8£ R£"7SED TO REFLECT AS-BUILT CONDITIONS 8Y TH£ £NGIN££R-OF-WORK PRIOR TO FINAL ACCEPTANCE OF THE WORK BY THE CITY. 10. ACCE.s:5 FOR FIR£ AND OTHER EMERGENCY VEHICLES SHALL 8£ MAINTAINED TO TH£ PROJECT SIT£ AT All TIMES DURING CONSTRUCTION. II. llf/ERE TRENCHES ARE /lfTH!N CITY EASEMENTS, A SOILS REPORT COOPRISED OF: (A) SUMMARY SHEET, (8) LABORATORY WORK SHEETS AND (C) COMPACTION CURVES, SHALL 8£ SU8MITT£D BY A PROFESSIONAL ENGINEER OF THE STAT£ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. THE SOILS REPORT llfll 8£ SU8MITT£0 TO THE CITY £NGIN££RING INSPECTOR llfTHIN Tiff:) WORKING DAYS. OF COMPLETION OF FIELD TESTS. THE WRITTEN FIELD COOPACTION R£PORT(S) SHALL 8£ IMM£DIA TEL Y SUBMITTED TO TH£ CITY ENGINEERING INSPECTOR UPON COOPLET/ON OF THE FIELD TESTS. 12 A PRECONSTRUCTION MEETING SHALL 8£ HELO AT TH[ SIT[ PRIOR TO THE BEGINNING OF WORK AND SHALL BE A TT[ND[O BY ALL REPR[SENTA TIV[S RESPOIVS/8LE FOR CONSTRUCTION, INSPECTION, SUP[RWSION. TESTING AND All OTHER ASPECTS lf TH£ WORK. TH£ CONTRACTOR SHALL SCHEDULE TH£ MEETING THROUGH THE PERMIT CLERK (160) (438-3634) AT LEAST FIV£(5) WORKING DAYS. PRIOR TO STARTING CONSTRUCTION. APPROVED DRA/lfNGS MUST 8£ AVAIL.ABLE PRIOR TO SCHEDULING. IJ. ALL !NSP[CTION REQUESTS OTHER THAN FOR PRECOIVSTRUCTION MEETING llfLL BE MADE BY CALLING TH£ £NG/NEERING 24-HOUR INSPECTION REQUEST LINE AT (76Q) 438 3891./NSP[CTION REQU[STS MUST BE RECEIVED PRIOR TO z· oo P.M. ON THE DAY BEFORE THE !NSP[CTION IS N[ED[D. INSPECTIONS llfLL 8£ MADE THE NEXT WORKDAY UNLE.s:5 YOU REQUEST OTHER/lfSE. REQUESTS MAD£ AFTER 2· 00 P.M. llfLL 8£ SCHEDULED FOR Tiff:) Fl/LL WORK DA YS. LA T£R. U. THE OWNER AND/OR APPLICANT THROUGH TH£ D£V£LOPER AND/OR CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY 0£"7C£S, INCLUDING SHORING, AND SHALL 8£ SOLEL Y RESPONSIBLE FOR CONFORMING TO All LOCAL, STAT£ AND FEDERAL SAFETY AND HEALTH STANDARDS, LA/IS AND REGULATIONS. 15. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6705 8Y SU8AIITTING A DETAIL PLAN TO TH£ CITY ENGINEER AND/OR CONCERNED AGENCY SHO/lfNG TH£ 0£SIGN OF SHORING, BRACING SLOPING OR OTHER PROWSIONS TO 8£ MADE OF WORKER PROTECTION FR()!,{ TH£ HAZARD OF CA "7NG GROUND DURING THE EXCA VA TION OF SUCH TRENCH OR TRENCHES OR DURING THE PIP£ INS TALLA TION TH£REJN. THIS PL.AN MUST 8£ PREPARED FOR ALL TRENCHES FIVE FEET (5') OR MOR£ IN DEPTH AND APPROVED 8Y THE CITY ENGINEER AND/OR CONCERNED AGENCY PRIOR TO EXCAVATION. IF TH£ PLAN VARIES FR(JI,{ THE SHORING SYSTEM STANDARDS [STABUSH[D BY THE CONSTRUCTION SAFETY ORD[RS, Till£ 8 CALIFORNIA ADl,f!NISTRA llkf COD£ THE PLAN SHALL 8£ PREPAR[D BY A REGISTERED ENC/NEER AT THE CONTRACTORS EXPENSE. A COPY OF TH£ OSHA £XCAVA TION PERMIT MUST 8£ SU8M!TT£0 TO THE INSPECTOR PRIOR TO £XCA VA TION. 16. IF ANY ARCHAEOLOGICAL RESOURCES ARE DISCOVERED llfTHIN ANY WORK ZON[ DURING CONSTRUCTION, OP(RAT/0/VS llfLL C£AS£ !MMED!A TEL Y. AND TH£ PERM/TT££ llfLL NOTIFY THE CITY ENGINEER. OPERATIONS llfLL NOT RESTART UNTIL THE PERM/TT££ HAS R£C£/V£D WRITTEN AUTHORITY FROO THE CITY ENGINEER TO DO SO. 11. All OPERATIONS CONDUCTED ON THE SIT£ OR ADJACENT THERETO. INCLUDING WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TRUCKS, £ARTHM0"7NG EQUIPMENT, CONSTRUCT/ON EQUIPMENT ANO ANY OTHER ASSOC/A 1£0 GRADING £0UIPM£NT SHALL 8£ LIMITED TO THE PERIOD BETWEEN 7.·00 A.M. AND SUNSET EACH DAY, MONDAY THRU FRIDAY AND NO EARTHMOWNG OR GRADING OPERA T/ONS SHALL 8£ CONDUCTED ON l+f£K£NDS OR HOLIDAYS. (A LIST OF CITY HOLIDAYS. IS AVAILABLE AT TH£ £NGIN££R/NG DEPARTMENT COUNTER.) 18. ALL OfF-S/1£ HAUL ROUTES SHALL 8£ SUBMITTED BY THE CONTRACTOR TO THE CITY ENGINEER FOR APPROVAL TIIQ FUil WORKING DAYS PRIOR TO BEGINNING OF WORK. THE CONTRACTOR SHALL 8£ RESPONSIBLE FOR ANY DEBRIS OR OAMAG[ OCCURRING ALONG THE HAUL ROUT[ OR ADJACENT STREETS AS A RESLIL T OF TH[ GRADING OPERA TION. 19. NO BLASTING SHALL 8£ COOMENCED l+fTHOUT A CITY ENGINEER APPROVED BLASTING PROGRAM. 20. THE EXISTENCE AND LOCATION OF UTILITY STRUCTURES AND FACILITIES SHOWN ON TH£ CONSTRUCTION PL.ANS l+fRE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. A TT£NTION IS CALLED TO THE POSSIBLE EXISTENCE OF OTHER UTILITY FACILITIES OR STRUCTURES NOT SHOWN OR IN A LOCATION DIFFERENT FROO THAT SHOWN ON THE PL.ANS. TH£ CONTRACTOR IS REQUIRED TO TAK£ DU£ PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THE PLANS AND ANY OTHER EXISTING FACILITIES OR STRUCTURES NOT SHOWN. 21. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES (ABOVEGROUND AND UNDERGROUND) l+fTHIN TH£ PROJECT SIT£ SL!fflC/£NTL Y AHEAD OF THE CONSTRUCTION TO PERMIT TH£ R£"7SIONS OF TH£ CONSTRUCTION PLANS IF IT IS FOUND THAT TH£ ACTUAL LOCATIONS ARE IN CONFLICT l+fTH THE PROPOSED WORK. 22. THE CONTRACTOR SHALL NOTIFY AFFECTED UTILITY COMPANIES (SEE BELOW) AT LEAST 2 Fl/LL WORKING DAYS. PRIOR TO STARTING GRADING NEAR THEJR FACILITIES AND SHALL COORDINA T£ TH£ WORK l+fTH A C()l.{PANY R£PR£S£NTA TIii£. UNDERGROUND SERWCE ALERT SDG&-£ SBC ADELPHIA COOMUNICA TIONS COX COMMUN/CATIONS CITY OF CARLSBAD (STREETS &-STORM DRAIN) 'CITY OF CARLSBAD (SEl+fR, WA T£R &-RECLAIMED WA T£R) 'SAN 0/EGU/TO WA T£R DISTRICT 'LEUCADIA COUNTY WA T£R DISTRICT 'VALLECITOS WATER DISTRICT '0L!V£NHAIN WA T£R DISTRICT 'BUENA SAN/TA TION DISTRICT 'AS APPROPR/A T£ ©2006 O'Dav Consultants. Inc. 1-800-422-4/33 (800)660-7343 (800)892-0123 (160)438-7741 (160)806-9809 (160)434-2980 (160)438-2722 (160)633-2650 (760)753-0155 (160)144-0460 (160)153-6466 (760)726-1340 STREET NOTES I. ACTUAL STRUCTURAL SECTIONS /+ILL 8£ 0£1£RMIN£0 AFTER 'R" VALUE TESTS HA V£ BEEN CONDUCTED 8Y A PROFESSIONAL ENGINEER OF THE STAT£ OF CALIFORNIA, PR/NC/PALLY DOING BUSINESS IN THE FIELD OF APPLIED SOil MECHANICS,ON THE PREPARED BASEMENT SOIL THE 'R' VALUE TESTS AND TH£ ENGINEERED STRUCTURAL SECTION MUST 8£ SU8M/TT£0 TO THE ENGINEER/NG INSPECTOR FOR REWEW AND APPROVAL A MINIMUM OF 00 (2) CITY WORKING DAYS BEFORE THE WORK BEGINS. 2 STREET LIGHTS SHALL 8£ INSTALLED AS SHOIIN ON THESE PLANS, UNDERGROUND CONDUIT RUNS, SERWCE POINTS AND HAND-HOLES SHALL 8£ SHOWN ON THE 'AS-8UJLr PLANS. NO DIRECT BURIAL STREET LIGHT FOUNDATIONS llfLL BE ALLOl+fD. ALL LUMINAR!ES SHOULD 8£ ·cur OfF" TYPE. J. ALL UNDERGROUND UTILITIES AND LA T£RALS SHALL 8£ INSTALLED PRIOR TO CONSTRUCTION OF CURBS, CROSS GUTTERS OR SURFACING OF STREETS. 4. STORM DRAIN PIPE SHALL 8£ REJNFORCED CONCRETE PIPE l+fTH A MINIMUM 0-LOAD OF 1,350. FOR PRIVATE STORM DRAIN PIPES, UP TO /5" PVC MAY 8£ UTILIZED PR0"70£D DEPTH IS LESS THAN 15 FEET AND BACKFILLED l+fTH 3/4" ROCK PER SDRSD S-4 TYPE •c• AND PIPE MEETS ASTM STANDARD 3034 FOR SOR 35 SOLID WALL PIPE. ROCK BACKFILL SHALL 8£ WRAPPED l+fTH MIRAFI 140 OR EQU!VAL£Nr 5. WHERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED IT SHALL 8£ REMOVED l+fTHIN TWENTY FEET OF BUILDING OR STREET AREAS ANO REPLACED l+fTH PROPERLY COOPACT£0 SOILS. IN OTHER AREAS THE PIP£ /+ILL 8£ PLUGGED l+fTH CONCRETE OR REMOVED AS APPROVED 8Y THE CITY ENGINEER, AND/OR THE GEO TECHNICAL ENGINEER. 6. WHEELCHAIR RAMPS SHALL 8£ INSTALLED PER REQUIREMENTS OF TITLE 24, CALIFORNIA ADMIN!STRA TIii£ CODE. 7. STREET TREES SHALL 8£ INSTALLED PER SECTION IV 0.3 OF THE CITY OF CARLSBAD LANDSCAPE MANUAL. 8. FIRE HYDRANT MARKERS SHALL 8£ PL.ACED IN TH£ STREET l+fTHIN TH£ LIMITS OF WORK OF THIS PLAN PER SDRS DWG M/9. 9 ALL SURVEY MONUMENTS AND POINTS THAT ARE DISTUR8£D BY THIS WDRK SHALL 8£ RE-ESTABLISHED, PERPETUA 1£0, AND DOCUMENTED PER THE PROF£SSIONAL LAND SURVEYORS ACT. 10. Tiff:) (2) SETS OF SURVEY (CUT) SHEETS SHALL 8£ PR0"70£D TO THE CITY ENGINEERING INSPECTOR. WATER NOTES I. WATER MAIN AND APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE 111TH THE CITY OF CARLSBAD ENGINEER/NG STANDARDS VOLUME 2 &-3 FOR POTABLE AND RECYCLED WA T£R STANDARDS DA 1£0 JUNE JO, 2004. 2 THE CONTRACTOR SHALL D.8TAIN AN EXCAVATION PERMIT FROM THE OMS/ON OF INDUSTRIAL SAFETY AND PR0"70£ PROOF OF OSHA NOTIFICATION BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PROWSIONS OF THE STAT£ CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION OR SHUT DOWN OF VAL 11£S ON EXISTING C.M. W.0. LINES, A PERMIT SHALL 8£ OBTAINED FROO THE C.M. W.D. OFFICE AND MUST 8£ SIGNED AND APPROVED BY DISTRICT ENGINEER AND DISTRICT SUP£R/NT£ND£NT. 4. A PRECONSTRUCTION CONFERENCE MEETING SHALL 8£ H£LD A MINIMUM OF 7 DAYS BEFORE CONSTRUCTION BEGINS. THE CONTRACTOR SHALL NOTIFY TH£ CITY OF CARLSBAD ENG/NEERING INSPECTION 48 HOURS PRIOR TO BEGINNING OF CONSTRUCTION SO THAT INSPECTION MAY 8£ PROWDED (TELEPHONE NO. 760 438-3891) FOR SCHEDULING. 5. NO TREES OR STRUCTURES SHALL 8£ ALLOl+fD IN THE WA T£R LINE EASEMENT, ALL EXISTING TREES AND STRUCTURES SHALL 8£ REMOVED PRIOR TO COMMENCEMENT OF WORK -ANY EXCEPTIONS SHALL REQUIRE WRITTEN PERMISSION FROO TH£ 0/STR/C T ENGINEER. 6. TH£ EXACT HORIZONTAL AND VERTICAL ALIGNMENT AND TYPE OF MA T£RIALS OF THE FIRE LINE LOCA 1£0 BETWEEN THE DETECTOR CHECK VAL V£ AND BUILDING SHALL 8£ DET£RM!N£0 BY THE CITY OF CARLSBAD FIRE MARSHAL. 7. ALL RECLAIMED WA T£R MAINS AND APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE l+fTH THE CITY OF CARLSBAD ENGINEERING STANDARDS VOLUME 2 &-3 FOR POTABLE AND RECYCLED WA T£R STANDARDS DA 1£0 JUNE JO, 2004. 8. ALL BURIED COPPER PIPING AND APPUR T£NANC£S SHALL 8£ PRO T£C 1£0 8 Y MEANS OF CA THO.O/C PROTECTION. IF DEVELOPER/OWNER CONDUCTS A SOILS TEST REPORT AND DEMONSTRA 1£S THAT PROTECTION CAN 8£ PERFORMED IN ANOTHER MANNER, THE DISTRICT ENGINEER llfLL CONSIDER AN ALTERNATIVE FORM OF PROTECTION. 10. All POTABLE WATER SERWCES AND RECYCLED WA T£R SER"7C£S SHALL BE /" AND ALL POTABLE WATER METERS SHALL 8£ 5/8' (UNLE.s:5 OTHERl+fSE NOTED ON PLANS} II. ALL WA T£R METER BOXES SHALL 8£ 11•x3o•x12· POL 'rM[R CONCRETE AS MANUFACTURED BY ARMORCAST OR EQUAL. 12 MINIMUM SPACING BETWEEN POTABLE WA T£R LA T£RALS AND SE/tER SERWCES SHALL 8£ 10 FEET /J. THE TOP OF WA T£R METER BOXES SHALL 8£ FLUSH WITH THE FINISHED SURFACE GRADE. U. CONSTRUCTION OF WATER MAINS AND RECYCLED WA T£R MAINS SHALL ADHERE TO THE 'CRITERIA FOR SEPARA T/ON OF WA T£R MAINS AND SANITARY SEl+fRS" PUBLISHED BY THE STAT£ OF CALIFORNIA'S DEPARTMENT OF HEAL TH S£R"7C£S. SEWER NOTES !. SEl+fR MAIN AND APPURTENANCES SHALL 8£ CONSTRUCTED IN ACCORDANCE 111TH THE 'CITY OF CARLSBAD ENGINEER/NG STANDARDS VOLUME /, GENERAL ENGINEER/NG STANDARDS, CHAPTER 6, DESIGN CRITERIA FOR GRA WTY SEl+fR LINES ANO APPURTENANCES AND VOLUME J, STANDARD DRAl+fNGS AND NOTES DA 1£0 JUNE JO, 2004. '. LA TEST EDITION, AND THE STANDARD SPECIF/CATIONS FOR PUBLIC WORKS CONSTRUCTION, LA TEST EDITION {GREEN BOOK) 2 THE CONTRACTOR SHALL D.8TAIN AN EXCAVATION PERMIT FROM THE OMS/ON OF INDUSTRIAL SAFETY BEFORE ANY EXCAVATION AND SHALL ADHERE TO ALL PR0"7S/ONS OF THE STAT£ CONSTRUCTION SAFETY ORDERS. J. BEFORE ANY CONNECTION TO THE DISTRICTS EXISTING SYS.1£1,1, A PERMIT SHALL 8£ OBTAINED FROM THE DISTRICT. IT MUST 8£ SIGNED AND APPROVED BY THE DISTRICTS ENGINEER AND SUPERINTENDEN[ 4. BEFORE CONSTRUCTION BEGINS IN ANY PUBLIC RIGHT OF WA Y, A CITY RIGHT OF WAY PERMIT SHALL 8£ REQUIRED. 5. THE CONTRACTOR SHALL NOTIFY THE CITY OF CARLSBAD ENGINEERING INSPECTION 48 HOURS PRIOR TO THE BEGINNING OF CONSTRUCTION. (TELEPHONE NO. {760} 438-3891) IMPRO VEMENT PLANS FOR NORTH COAST CAL VARY CHAPEL BASIS OF BEARINGS THE BASIS OF BEARINGS FOR THIS MAP IS l+fST£RLY SECTION LINE OF FRACTIONAL SECTION 22, TOWNSHIP 12 SOUTH, RANCH 4 l+fST, SAN BERNARDINO MERIDIAN AS SHOWN ON MAP No. 13318, 1£. N OO'JJ'JO' £. OWNER/DEVELOPER: NORTH COAST CALVARY CHAPEL 7188 A VEN/DA ENCINAS CARLSBAD, CA 92009-4656 (160) 929-0029 ATTN: JACK M. SHUBIN PROJECT LOCATION THIS PROJECT JS LOCATED l+fTH/N ASSESSOR'S PARCEL NO. 210-010-38. THE CALIFORNIA COORDINA T£ INDEX OF THIS PROJECT IS N .,Hi £ .MZZ SOURCE OF TOPOGRAPHY TOPOGRAPHY SHOWN ON THESE PLANS WAS GENERATED BY AERl4L TOPOGRAPHIC SURVEY BY SAN-LO A£Rl4L SURVEYS, FLOWN ON 6-30-1999 AND FIELD SURVEY BY Oi'.l4Y CONSULTANTS ON JANUARY 20, 2000 FEBRUARY 7, 2000 AND l,(AflCH 2 &-6, 200 I. REFERENCE PLANS 327-90 360-38 DECLARATION OF RESPONSIBLE CHARGE I HEREBY DECLARE THAT I AM THE ENGINEER OF WORK FOR THIS PROJECT, THAT I HA~ EXERCISED R£SPONSl8LE CHARGE OVER THE DESIGN ON THE PROJECT AS DEFINED IN SECTION 6703 OF THE BUSINESS AND PROFESSIONS CODE, AND Tl/AT THE DESIGN IS CONSISTENT WITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHECK OF PROJECT DRAWINGS AND SPECIFICATIONS BY THE CITY OF CARLSB40 DOES NOT RWEVE ME, AS ENGINEER OF WORK, OF MY R.ESPONS/8/LITIES FOR PROJECT DESIGN. 0 VAY CONSULTANTS, INC. 2710 W. LOKER A~NUE SUITE 100 CARLSBAD, CALIFORNIA 920 I 0 (160) 931-7700 J:,,,.7Cjt_#',4-_,.,...,.~_ DATE.~~ K£/TH W. HANSEN (/ R. C.£. NO. 60223 EXP. 6/30/08 • ' CITY OF ,., OCEANSIDE HIGHWAY [7~ - _\ ··-.,r7 '=t--"I p : ~ -~ I ~ i ~ ~'->'-L CITY OF VISTA < ~ -<c Ci,i,,,,vo --~--7 ,~ ......___ j ~011-1sq'.""· Cl rrY O ell --.. -\&suslNESS LEGEND DESCRIPTION SDRSO OWG. NO. SYMBO L WATER SERVICE W/84CK FLOW PREVENTER ....... C.M W.O. W-4, W-20 ... . l--0-¾---® (AIDER AND WATER SERVICE SIZE SHOWN ON PLANS. WATER METERS TO 8£ P/ACED BY CA/WO. INSTALL 84CKFLOW PREVENTER PER W-20) 2" IRRIGATION WATER SERVICE W/ AIDER ....... C.MW.D, W-.-1 ...... . 1--o----® (ME7ER BY CA/WO. SE£ IRRIGATION PLANS FOR 84CK flOW PREVENTER) THRUST BLOCK. . . . . . . . . . . . . . . . . • • • . • CMWD W-15 &, W-19. .. 6" DOUBLE CHECK VALi£ DETECTOR ASSEMBLY ...... C.MW.0. W-22 ..... . CURB OUTLET. . . . . . . . . . . . . . . . . . . . . . . . . . D-25 . . . . . . . . . STREET LIGHT (200W HPS) ................... £-1' ........... . SET STREET MONUMENT .................... J,f-/0 . . . . • . . . . . . • AS /,/00/F/ED BY CITY OF CAR/.S84D STAN£W?DS FOR PUBLIC IMPROVDIENTS "' CITY OF CARI.SBAD STAN£W?D ORAWINGS LEGAL DESCRIPTION: THE NORTHl+fST QUARTER OF TH£ SOUTHl+fST QUARTER OF THE SOUTHl+fST QUARTER OF SECTION 22, TOWNSHIP 12 SOUTH, RANGE 4 l+fST, SAN 8£RNARD!NO MERIDIAN, IN THE COUNTY OF SAN DIEGO, STAT£ OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF. TOGETHER l+fTH THE SOUTH HALF OF THE SOUTHl+fST QUARTER OF THE SOUTHl+fST QUARTER OF SECTION 22 TOWNSHIP 12 SOUTH, RANG£ 4 l+fST, SAN 8£RNARDINO MERIDIAN, IN TH£ COUNTY OF SAN DIEGO, STAT£ OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT THEREOF. EXCEPTING THEREFROM THAT PORTION OF SAID LAND, l YING l+fTH/N FINAL ORDER OF CONDEMNATION RECORDED DECEMBER 22, 1997 AS DOCUMENT NO. /997-0651331, ALSO EXCEPTING THEREFR()I.{ THAT PORTION THEREOF DESCRIBED IN THAT CERTAIN FINAL ORDER OF CONDEMNATION, A CERTIFIED COPY OF WHICH RECORDED NOVEMBER 5, 1999 AS FILE NO. /999-0740360, OF OFFICIAL RECORDS, TOGETHER /+fTH LOT I OF CARLSBAD TRACT 91-12, MARINERS POINT UNIT/, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STAT£ OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 13394, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, CALIFORNIA ON JANUARY 24, 1991. SPECIAL NOTES /. LOCATION OF PRIVATE WATER AND SEWER LATERALS ARE APPROXIAIATE. COORDINATE WITH PLUMBING PLANS FOR ACTUAL LOCATION. 2. PR0"70£ SLINTREE TECHNOLOGIES STORM WATER INSERTS AT All AREA DRAINS, CATCH BASINS &-CURB INLETS. CONTACT BID.CLEAN £N"7RONAl£NTAL AT (160) 433-764D. FOR CATCH BASINS AND AREA DRAINS, PR0"70£ GRAT£ INLET Sl(/AIMER BOX, FOR CURB INLET PR0"70£ CURB INLET BASl(ET. 1-ROAD 1 1 U:,...,....-PARK DR. ~ PALOMAR ~r<c,~ ~ 't-LIONSHEAD AVE. SITE ~ "~, ,, c ~ L< BA \\~\J;~o.P SHEET INDEX ~, ,AK .t---f __ ~.,;;__ CITY OF PACIFIC t ~ -1 \ , SAN MARCOS OCEAN ~ if-1t-/zi~ ~-1--, "- \~ ,,~Is,. -1 4 4 ~~ (~: '"' c;o~I ~,c JtJJ;" ~ ~o \ • . L,__l'-----,."\$ w......_ _r,._J CITY OF ENCINITAS ...,-- I NO 1£S &-LEGEND 2 KEY MAP, SECTIONS &-OETAILS J-8 STREET IMPROVEMENT PLANS 9, IO WATER PLANS 11 SEl+fR PLAN 12-27 LANDSCAPE PL.ANS 28-32 TRAmc SIGNING &-STRIPING PL.ANS 33-41 TRAfflC CONTROL PL.ANS ' QUANTITY I EA I EA 11 EA 5" EA I EA 6 EA 2 EA WORK TO BE DON£ THE IMPROVEMENT WORK SHALL 8£ PERFORMED IN ACCORDANCE WITH THE FOLLOl+fNG DOCUMENTS, CURRENT AT THE TIME OF CONSTRUCTION, AS DIRECTED 8Y THE CITY ENGINEER. I. CARLSBAD MUNICIPAL CODE 2. CITY OF CARLSBAD STANDARDS. J. THIS SET OF PLANS. 4. PLANNING COMMISSION RESOLUTION NO. 5784 THRU 5791, DA 1£0 NOVEMBER 11, 2004. 5. THE STANDARD SPECIF/CATIONS FOR PUBLIC WDRKS CONSTRUCTION (GREEN BOOK). 6. SOILS REPORT AND RECOAIM£NDA TIONS BY G£01£CHNICAL PROFESSIONALS INC.. DA 1£0 MARCH 2, 2005 TITLED G£01£CHNICAL INVESTIGATION PROPOSED NORTH COAST CALVARY CHAPEL 8U/LD/NG PROJECT AWRA PARKWAY AND POINSETTIA LANE CARLSBAD, CALIFORNIA. 7. THE SAN DJEGO REGIONAL STANDARD DRAl+fNGS AND AS MAY 8£ MODIFIED 8Y THE CITY OF CARLSBAD STANDARDS. 8. £N"7RONM£NTAL APPROVAL DOCUMENTS DATED NOVEMBER 17, 2004, RESOLUTION/ 5784 g STORM WATER MANAGEMENT PLAN FOR NORTH COAST CALVARY CHAPEL MS 04-02 PREPARED MARCH 2005 BY OVAY CONSULTANTS, INC. 10. STORM WATER POLLUTION PREV£NTION PLAN FOR CALVARY CHAPEL PREPARED JANUARY 5, 2004 8Y OVAY CONSLILTANTS, INC. 11. CALIFORNIA STORM WA !ER QUALITY ASSOC/A TION, STORM WA T£R BEST MANAGEMENT PRACTICE, CONSTRUCTION HANDBOOK AND THE STAT£ OF CALIFORNIA, DEPARTMENT OF TRANS.PORTA TION, CONSTRUCTION SIT£ BEST MANAGEMENT PRACTICES (8MP) MANUAL. L£G£NO DESCRIPTION SDRSD DWG. NO. SYMBOL A.C. PAWNG OF STREETS 5" A.C. OVER 6' A8 OR AS SPECIFIED BY SOILS ENGINEER GRIND &-I 1/2" A.C. OvfR/AY (MIN.). . . . . . • . . . . . . . . . . . . . . . . . . . R::Rx:R.5-J TRENCH RESURFACIN!i ...........•.••••.. G-24, TYPE A . . . . . . . ~ ASPHALT SWALE. . . . . . . . . . . . . . . . . . . . . . • . . . . . . . • . . . . . . . MEO/AN PAvfAIENT. . . . • • . . • . . • • • • . • . . . . . CS-II'"· . . . . . . . . . S4W CUT. . . . . . . . . . . . . • • • • • • • • . . . . . . . . . . . • . . . . • . • . 6' PCC CURB ANO GUTTER . . . . • . . • • • • . • . . . . .C-2 . . . . . . • • . 8" MEDIAN CURB .........•••••••.•••.... CS-18 "'· ..... . ALLE.Y TYPE ORMWAY . . . . . . . . . . . . . . . . . . . . . CS-20 ,,, . . . . . . . . . . ..,.,,t-=',,, 4' PCC SIDEWALK. . . . . . . . . . . . . . . . . . . . . . . C-1 .......... . ASPHALT PATH • . • • • . • • . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I REAIOvf EXIST. TRAFFIC SIGNS (RELOCATE PER TRAFFIC PLANS}. . . . . . . . . . • . • @ REMOvf EXIST. CURB &-CUTTER. . . . . . . . . . . . . . ........•••..•..••..•..•.•...••• REMOvf EXIST. MEO/AN CURB. . . . . . . . . . . . . . . . . . • . . . • . . • . . . . . . . . . . . . . . . . . . . . . REMOvf EXIST. SIDEWALK. . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . • . . . • . • • • . . • • • • . . REMOvf EXIST. PAvfMENT .....•...•..•••...•.•••.........................• REMOvf EXIST. ASPHALT SWALE. . . . • • . . • • . • • • . . . . . . . . • . • • • • • • • . • • . . . . . . . . . • . 8' P.V.C. SEIYER {SOR JS) ................... S-5 "'. . . . . . . . . ---S'---- SEWER ACCESSHOLE ..................... S-1 "'· SEWER CLEANOIJT • • . • • • • • . • • • • • • • • • • • • • . S-6 •••. 6 • SEIYER IA TEI/AL • • • • • • • • • • • • • • • • • • • • • .S -1 ,,, . ........ ----o--- 1--1 -----<® SLOPE ANCHOR •.•.••••••••••.••••••••• S-9 ...••....... : s I 8" P.V.C. WATER LIN£ (CLASS 150) ..•.•...... C.M.W.O. W-2 ....... . e• WELOEO STEEL PIPE CMl<fC. . • . . . . • . . . . . ............... . " /6" STEEL CASING PIPE ................................. . "'------ e• GATE l/4Lvf ..••••••••.••••••••••.• .C.MW.0. W-/6. 6" GATE VALi£ &-VALi£ BOX ASSEMBLY ........ C.MW.O. W-/6. .... --.---®- ---®- 5• FIR£ HYDRANT ASSE!./BLY ............... .c.M.w.o. w-12 ....... -w--I.x._ 8" £NO CAP. .....•.................. C.M W.0. W-15 ....... . w J 2" !MIii/AL AIR RELEASE ASSEMBLY. ............. W-6 .......... -■-W'-- 2• BLOW OFT VALi£ ASSEMBLY ..........•.... W-6 . . . . . . • . . • ----<--W- 2• AIR-VACUA/Al l/4Lvf ASSY. .......•..••••••• W-1 (A) ....... . 24" STEEL (REC/AIMED) WATER UN£ (10 GA). . . . . . . _ . . . . . . . . . . . . . J' THRUST BLOCK RING w/ ANCHOR ••••••.•.•. .C.MW.0. W-34 ..•.... ■ • ---RW'-- --<;---RW • • e,s,s· TE£ .................••................................... e,e,5• TE£ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . l2x/2x8" TEE .................................................•..• 16" ORY TAP w/ 8" WELD-ON f/ANGEO OUTLET. ..... C.MW.D. W-14 ................... . .... ' ll/YlpO . •~ IJ..I _.I_- QUANTITY 41,950 SF 6,0/)() SF 126 LF 5,930 SF 16,589 SF 4,526 LF 2,180 LF 460 LF J EA 16,050 SF 911 SF 9 EA 680 LF 450 LF 270 SF 8,500 SF 21,700 SF 311 LF 4 EA I EA 2 EA 960 LF 368 LF 40 LF 6 EA I EA 4 EA I EA 5 EA I EA :l EA 40 lF 2 EA I EA I EA I EA I EA CITY OF CARLSBAD FIRE DEPARTMENT "AS BUil T" REQUIREMENT~ NO. OF F.H.(S)!:f:FFLDW 6rfr; P.M. OUT OF ~ F.H.(S). ~-------------------! BL? SPRINKLED@NO ... F.FlOW~.P.M. CARLSBAD MUNICIPAL WATER DISTRICT ~ ~ ,4,, I ~- F;lkE 4 :wz ✓-ATE ~-j"' h.,._~. u~I DA YID HAUSER DA TE DEPUTY CITY ENGINEER R.C.E. 33081 EXP. 6-30-08 DATE 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931 -7700 Fox: 760 931 8680 Civil Engineering Planning Processing Surveying DESIGNED BY: S.K. DRAWN BY: 8.8 .• C.F, PROJECT MGR.· K.H. ENGINEER OF WORK : KEITH W. HNISEN DATE: JAN. 2005 SCALE: IS SHOWN JOB NO.: 97-1039 DATE: ~Jo, RCE: 'l~orESS;% ~ 'II ~ '1( ~t'~. ~~ "' -Z, NO. 60223 Fi ~ EXP. 6/30/08 f;} * * J''1° /l CI V IL -<>-~ '<-< OF CA\..l'i\J'. NOT£!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURvfY CONTROi. BENCHMARK: DESCRIPTION: 4' PLASTIC CAP (S.D. CO. CONTROL PT. T-1301) LOCATION: EAST OF RAILROAD TRACK IN RAILROAD R.O. W. 500 FT. NORTH OF PALOl,/AR A/RPOR T ROAD RECORD FROM: 1980 ADJ ELEVATION: 46.67 M.S.L. i-------J1------+-----------1------1----+---1-------1 I sHIEET I CITY OF CARLS BAD I sH4EET1s I ENGINEERING DEPARTMENT ~='-'=========:::::'...'::===: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IJIPHOV£Jl£NT PLANS FOH: NORTH COAST CALVARY CHAPEL APPR 9J'ED . 4 ,/ "-<I!' JJ••1 ,_,,,. 'i~•/ol l'o-. CONRAD C. HAMMANN RCE 33069 EXPIRES 6-30-08 CITY ENGINEER OWN BY:.~ I CHKD BY:VK-RVWD BY: • PROJECT NO. us 04-02 I DRAWING NO. _ 429-5 G: \971039\9739Dl01.dwg Aug 09, 2006 11: 22cm Xrefs: 9739D1 040609 091 406 KEY J/AP J.EGENJ} PROPOSED EXIST/NG BOUNDARY .......... ---- WATER MAIN ........•. -W---w- FIR£ HYDRANT ASSY.. . . • . . -GATE VALVE ........•. --<>--- STREET LICHT. . . . . . . . . ----n SE~R MAIN ........• ---s---- --S--- S£~RACC£55Ha£. --· ·· ·---0--- SE~R CLEAN OUT ....•... --,,-----o ---0--- _,,,.--~-.... ; ~ c:s 1-... ', caD j/AN£/ ;:: ~ ~ , .t OfRLAY ~ ~ ~ \ I ,<s>~ ' , "' CJ I' MIN I / MIN M, £.x.l A.C. PA VEM£NT .231 I ---l" =~'!"""!- EX AC P'ftlT.J" ..._"'.o.:,.:,.:,:,.:,,..____,.I £X. 8Asl<7 ~ ~ , ,<::i::::;: , ..... _____ ,. OVERLA Y DETAIL L---STR££T LICHT. BAS£ ,t CONDUIT ~ t 102· "=l---'---~=~=~=~--""'---------------,11--1 EXIST/NC MEDIAN CURB q_ PA VE MEDIAN PER CS-II ~ I 2 j 4 :, 15 7 8 9 JO' TO REMAIN 4/' 4/' 4.5' 5.5 14' 18' 9' 9' 18 ' SE£ DETAIL;"' :jy-----'flz~~t= 2:r ---- \----1£XIST/NC M£0/ANI _....,;....;.__ -· I ----~-----"" 0.5' (TYP.) 4" PCC SIDEWALi( STA: 122+2I. 10 TO /33+21.80 6' PCC CURB ,t CUTTER'-_.,, STA: 122+8l.40 TO l33+21.80 \__ EXIST/NC AC PV!.IT. __ _.,, PER Dl+G. No. 360-38 '---~ S€£ 1/'oT~ /1.lfHT _ _.,, POINSETTIA LAN£ /4' .. \ TYPICAL STA: 122+75.02 TO 133+88.78 EASEMENT TABLE OAT£ REC. DOC. NO. 8£N£f/CIARY 0/-10-58 BOOK 6902 PAC£ 504 SOC&,£ 10-01-58 BOOK 7278, PAC£ 537 CITY OF CARLSBAD 12-6-96 F/N /996-0611840 12-6-96 F/N /996-061/84/ 12-22-97 F/N /997-065/33/ 12-22-97 F/N /997-065/33/ 12-22-97 F/N 1997-065/33/ CITY OF CARLSBAD 11-05-99 F/N /999-0740360 II 05 99 /:,:,:, -v,4Wb(J 10' 1.5' FIR£ HYDRANT TYP. 5.5' 11~'1,. z:' 2:r <:,,,, "'9:-r I 4' P.C.C. SIDEWALK STA: l21+75.93 TO 133+88.78 '---5• P.C.C. CURB .t CUTTER (TYP.) STA: l22+75.02 TO 133+88.78 NoRrM f 1Dc S'Ac. l'vM To v~/2 17 "1',.B 5ouTH St QF srl/•. rz1.1-1s ro n. ,zs--, "11c. /t:" 1113_ STA 11 z.,-z, ro f 3"f-oo -•"l'I C/,•11 ,,, S rh113 .,. 'ffoo 'to 137,1,'r(.?o -,,.~,,(,/1,tJ"'~.f]>_ (S:o"~C/zo "MJ. ll<•N) NATURE OF EASEMENT PUBLIC UT/LIT/ES WATER SLOPES STREETS SLOPES STREETS WATER STREETS SLOPES f; 10 11 I J."J • .V.Y f , ... -" ~ONSTRUCT/ON II 11-05-99 f l."l.'l.'I -fJ/4[)_ lrll 12 11-15-96 F/N 1996-0578777 SLOPES 13 01-•4-07 F 97 033837 OPEN SPACE 14 01-24-97 F., N 97-033837 CITY OF CARLSBAD ACCESS 15 • 10 08 96 F. 1996 0509094 EASEMENTS PER CHICAGO Tlll£ C(}l,(PANY PRELIMINARY REPORT DA TEO 10/10/03, ORDER No. 33041084-U50 EASEMENT NOTES: • EASEMENT FOR CA8Lfl1SION SERVICES IN FA WR OF DANIELS CABLEVISION TH£ EXACT LOCAT/ON OF SAID EASEMENT CANNOT 8£ DETERMINED FR(}!,( SAID £AS£!.1£NT. ! WJlP 13378 ' •\ - DESIGNED BY: S.K. DATE: ~-2005 HAS-BUILT H c 2006 o'oa Consultants Inc. 271 0 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931 -7700 Fox: 760-931 -8680 Civil Engineering Planning Processing Surveying DRAWN BY: 8.8., C.F. SCALE: ~ SHOWN .b ~ 11 PROJECT ~GR.;__· -""K,.,_,,H,~_ JOB NO .: -97 1039 ,. ..... ~, < c.,,r)J.,, '--------------___, P.E. 3l0 1/ EXP. 13/,o//L> ENGINEER OF WORK: fe,C&L ,, KEITH W, tw'ISEN DATE:~.,.: RCE: REVIEWED BY: ,JJ. e~/0-: INSPEcm' > ~-. t4 4<> t DATE DATE \ { ' i NOT£1! .., 12{)72 NOT£.!! -- ◄ • I KEY MAP SCALE: 1• = 100' ' 5/' t I 102' /0' 82 ' ........... 5.5 41 ' I 41' 5.5' 9' 9' - I t;; ;::; ~ I, ~ 10' I t ~ DEDICATE JO' RIGHT TURN LAN£ PER PLAN ~I !-.: ~ I! ET LICHT. BAS£ ,t CONDUIT TYP. V STREI I I "-f.5' ~ \ if:·, 2:r 2! •1/ >--~-2:r ff--+--~ 2:r --'< ~F--=--== --------=-= r ......... ..?/ ------------'Sc ---------------~ ...._~ t TYPE •c• CURB ,t CUTTER +--P.C. C. SIOEWALK ' \.__ A.C. PAVEMENT ANO B4S£ ' EXISTING AV/ARA PARKWA r 327-90 5± o· 25' 1 oo ' -----50 200' SCALE: 1" -100' i!: ~ ~t "= l02' 5/' q_ 5/' 4' 5'± 10'± 18'± 9' 9 ' 18'± 10'± 14'± EX PAVEMENT I EX PAVEMENT ___ ,r -c=:.==:i-~ >--+-i= ----~ ----, --------= ---------=-;:::,:-~:.» ------ ~AC. p;; 107SIINC M£0/ANI EXIST. PQINSillA TYPICAL STA: 12-4+00 TO LAN£ 138+00 ELECTRONIC DATA FILES AR£ FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERT/CAL SURVEY CONTROi. ~ CITY OF CARLSBAD I SHEETS I 1-----l--+------------------lf-----+--+-----+-----, LU ENGINEERING DEPARTMENT 41 1-----l--+------------------lf-----+--+-----+-----, BENCHMARK: DESCRIPTION: 4• PLAST/C CAP (S.D. CO. CONTRa PT. T-1307} LOCATION: £AST OF RAILROAD TRACK IN RAILROAD R. 0. W. 500 FT. NORTH OF PAL(}l,(AR A/RPOR T ROAD RECORD FROM: 1980 ADJ ELEVATION: 415.15 7 1,1. S. L. OATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION lllPHOV£ll£NT PLANS FOi/: NORTH COAST CALVARY CHAPEL F--CONRAD C. HAMMANN $ /z, /oi. RCE 33069 EXPIRES 6-30-08 CITY ENGINEER 'DA7'E DATE INITIAL DATE IN!T\AL OTHER APPROVAL CITY APPROVAL OWN BY: PROJECT NO. I DRAWING NO . CHKD BY,~-J~C" n"-0.'2 A'Jn 5 ~o~O ~ ~-~-J _~---~ -J- G,\971039\97390,02.dwg Aug 09, 2006 11,25cm Xrefs: 9739dll Y; 9739DGRD; 9739dmap; 9739DUTL; 9739dstr; 9739SP01; 9739D1; 9739PLAN 040609 091406 ---~ - ------ /' MIN. 25 -----,--j :J-- 6' 12· REMOvE' ----- "' 10· 10· 25' CONST.--..,:::,_/ 8" 1,/[0IAN CURB EXISTING CR/NO &-01-fRLA Y PER CS-18 PAl-f MEDIAN PER CS-II ASPHALT MEDIAN 5' AC PA VINC 01-fR . ~''.ACCIIECA Tf fl.ASE SECTION A-A NO SCALE ©2006 O'Da Consultants Inc. --- ---- BAS£ UN£ 10· 20· 20· ,o· 120· ,o· 10· 10· £XI [ 'NJ. 2.8 ZXIST. TOP IT RT. M£D/AN PA 1-f MEDIAN PER SHT 12 41 PA 1-f MEDIAN PER SHT 12 (EXIST. TAPER DETAIL IMf'ROl-f/,l[NIS __p[fU2.WG_ NO. 327-90) PER GS-11 NOT TO SCALE 45'FLAR£ ,o· 10' s· s' s· 1.5' RAO NOS£ FLARE DETAIL PER GS-I/ NOT TO SCALE DESIGNED BY: S.K. DATE: JNi. 2005 DRAWN BY: 8.8 .• C.F. SCALE: !S SHOWN PROJECT ~GR.·~K=.H~. __ JOB NO.: 97-1039 ---- 120. 00' TAPER ,._ -- "AS-BUILT dJ,,,,,). t------------------< P.E. 32o/~ EXP. 1$/9°'() 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760 931 8680 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: DATE: Wsf4' RCE: - ' ,; " 42 DATE EXIST. + J- 0 "I--PA 1-f MEDIAN I PER SHT 12 -J._ I EXIST. R/W-------....... ·+---+·-- JOO' LEFT TURN LANE + 42+50 ENO EX. CURB &- CONCRETE M[DIAN/8£CIN EX A. C. B[R/,1 &- A. C. MEO/AN ---- • SCA.£: 1 • 1 ,I() , '?"-QfESS t 9l4. 0' ""'H. 11:.,. '( §-# ..,,,,~i "' --NO. 60223 ~ EXP. 6/30/08 ~ * * J'4/J CIVIL fie*'<-< Or CA\.l,a NOTE/! ELECTRONIC DATA FILES ARE FDR REFERENCE DNL Y ANO ARE NOT TO 8£ USEO FDR HORIZONTAL OR VERTICAL SURVEY CONTRD/. BENCHMARK: DESCRIPTION: 4• PLASTIC CAP (S.O. CO. CONTROL PT. T-13D1) LOCATION: EAST OF RAILROAD TRACK IN RAILROAD R.O.W. 5DO FT. NORTH OF PALOMAR AIRPORT ROAD RECORD FROM: /98D AOJ ELEVATION: 46.67 M.S.L. ----------= ----- -· -- - c/6 ----- --·---· 45 46 o· 10· 40' -- = CURB DATA DELTA BEARING RADIUS LENGTH TANGENT REMARKS I S££ TAPER DETAIL 2 t::,. 0'5{J'48" J N 407945 W 4 t::,. -0W;'/7" 5 t::,. 165'3/'JJ' 1397.00' 1403.00' 1.50' 120· ± 20.65' 230.17' 18.89' 4.JJ' 8' MEDIAN CURB CS 18 • • • • • • • • 6 5££ NOS£ FLARE 0£ IL 45' ± 20.40' • • 7 N 39'5105 W 8 N 38'4941 W 9 N 39'26'o8" W 10 t::,. 39'44'54" II 12 /J 14 15 t::,. 90V/'55" t::,. 8879'35 t::,. 35'5l'58' N J6VJ'20" W t::,. OOV304 J0.00' J.00' 1441.00' 11.27' 16.78' .08' 46.23' 46.25' 1.88' 2208' 1.29' T'tP[ "c" CURB &-CUTTER • • • • • • • • • • • C£NT£RLIN£ DATA DELTA BEARING RADIUS LENGTH TANGENT I t::,. 2176'36 1400. 00 519.89 2 N 407945 W 230./1 J t::,. 25'J5J8 1400. 00 204.24 ---C4IJTION !! --5' 20' SCALE: 1. = 40' 80' CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN TH£ FIELD PRIOR TO CONSTRUCTION I SH3EET I CITY OF CARLSBAD I SH4EET1 s I t----+---+--------------------+----+---+----+----< ENGINEERING DEPARTMENT t----+---+--------------------+----+---+----+----1 IIIPliO'IEIIENT PLANS FOK: NORTH COAST CALVARY CHAPEL '--CONRAD C. HAMMANN XPIRES 6-30-08 CITY ENGINEER DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: I CHKD BY: ~ RVWD BY· 9TIL PROJECT NO. MS 04-02 DRAWING NO. 429-5 G: 971039\97390!03.dwg Aug 09, 2006 11: 57cm Xrefs: 9739DGRD; 97390S1R; 9739DUTL; 9739dmap; 9739DI; 9739Dll Y; 9739dpro; 9739topo; 9739PLAN 091406 ) C 2006 0'0a Consultants Inc. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fax: 760-931-8680 46 47 0 0 0 -~ o.l DESIGNED BY: S.K. DATE: J,l,N. 2005 "AS-BUILT DRAWN BY: B.B .• C.F. SCALE: >S SHOWN ,t., d PROJECT MGR.~· _.,,K.,,.H. __ JOB NO.: 97 1039 4,14'7!-<'ry '-----------------' P E 320'/4, EXP 17/~4 Civil Engineering ENGINEER OF WORK: Plonnlng REVIEWED BY: i'J. Processing ~ fE ~_,---~~7 .fl~I -~==-...._ Surveying EITHt+-ZWt:. -.u._.. cs DATE: _ -57 --iwiSEN RCE: 60223 INSPECTOR 5 / / / 49 50 ·~ .. PLAN: A VIARA PARKWAY ., O(c./4?oo8 DATE rDATE SCALE: 1• = #J' '?~Of ESS I :'14, iS> ~ 'II ii;,,. ~ g ~ .. ""V~ 't, "' --NO. 60223 ioi EXP. 6/30/0B !;; * J'-'1/: CIVIL #:'<-< OF CALl'iCJ NOT£.!! ELECTRONIC DA TA RLES ARE FOR REFERENCE DNL r ANO ARE NOT TO BE USED FOR HORIZONTAL OR ff'RT/CAL S/JR',f'Y CDNT/?IX BENCHMARK: DESCRIPTION: 4• PLAST/C CAP (S.O. CO. CONT/?IX PT. T-1307) LOCATION: EAST OF RAILROAD T/?ACK IN RAILROAD R.O. W. 500 FT. NORTH OF PALOOAR AIRPORT ROAD RECORD FRDM: 1980 ADJ ELEVATION: 46.67 M.S.L. - - 51 DELTA BEARING I N 217651 w 2 t::. = OIV9'57' 3 t::. 41V2'45" 4 t::. = 41 '23'58" 5 t::. 02'38'.JB' 6 N /4'4407 W 7 t::. 00'29'47" 8 t::. -IBV8'.23' 9 t::. 47'40'37' 10 t::. 00'29'.22' o· 10· 40• ---- -5' 20' 80' SCALE: 1. = 40' I / CURB DATA RADIUS 1441.00" 20.00· 20.00' 1451.00' 1446.50' 3.00' 3.00' 1-156.50' LENGTH TANGENT REMARKS 35.33' TYPE 'G' CURB .t GUTTER 29.32 • • 14.33 • • 14.45' • • 66.96' • 78.86' 12.53 • • 2.52 • 2.50 • • 12.45' • • CENTERLINE DATA DELTA BEARING RADIUS LENGTH TANGENT t::. 25'3538 1400. 00 421.14 N 14'44 07 W 78.86 CAIITION II CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE RELD PRIOR TO CONSTRUCTION ~ CITY OF CARLSBAD I SHEETS I 1-------1~-+----------------1----+--+--------I------I l__!J ENGINEERING DEPARTMENT 41 l----+----+----------------+-------l-~---+-~----l------1 IIIPIIOYEIIENT Pl.ANS FOR: NORTH COAST CALVARY CHAPEL ,C....CDNRAD C. HAMMANN ,& /4 1/t., RCE 33069 EXPIRES 6-30-08 CITY ENGINEER DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL PROJECT NO. MS 04-02 DRAWING NO. 429-5 G: 971039 9739Dl04.dwg Aug 09, 2006 1:02pm Xrefs: 9739DGRD; 9739DSTR; 9739DUTL; 9739dmap; 973901; 973901LY; 9739dpro; 9739TOP0; 9739PLAN 040609 09 1406 51 c9.~:?,s DESIGNED BY: S.K. DATE: JAN. 2005 DRAWN BY: 8.6., C.F. SCALE: ,s SHOWN PROJECT MGR.· K.H. JOB NO.: 97-1039 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, California 92010 Processing 760-931 -7700 Surveying ~{~· DATE:~«, C 2006 O'Do Consultants Inc. Fax: 760 931 8680 RCE: 23 52 (DESIGN) 53 PROFILE· AWARA PARKWAY SCAJ.£ ~ HORIZ· 1' = -IO' 'IV?T: ,. z 4' "AS-BUILT " 47,-✓• Cf'',,? IJ,#c.. 14 <oa,f EXP~¥4 P.E..J;,'-DATE REVIEWED BY: /. /. r"'.~ 4 ,~ , /4-s It,-, INSPE? DATE SCALE· /' = 40' NOTE!! ELECTRONIC DA TA ALES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL BENCHMARK: DESCRIPTION: 4• PLASTIC CAP (S.D. CO. CONTROL PT. T-1307} LOCATION: EAST OF RAILROAD TRACK IN RAILROAD R.0.W. 500 FT. NORTH OF PALOMAR AIRPORT ROAD RECORD FROM: 1980 ADJ ELEVATION: 4661 M.S.L. NO DELTA BEARING I N 14"44'o7" W 2 t:,. = 04"29'41" J N 1074'26" W 4 l:, 057iO'o7" 0 0 o· 10' 40' -----5' 20' 80' SCALI: 1' = 40' CURB DATA RADIUS LENGTH TANGENT REMARKS 17295' TYPE "G" CURB &-GUTTER 29D.00' 2215 • 67.6/' • • J/0.00' J/.51 • • CENTERLINE DA TA NO DELTA BEARING RADIUS LENGTH TANGENT I N /4 "4407 W 567.04 CAIJTION !! CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UTILITIES IN THE AELD PRIOR TO CONSTRUCTION ~ CITY OF CARI.SHAD I SHEETS I l----l----+----------------1------+----+-----+-----+ ~ ENGINEERING DEPARTMENT 41 l----l----+----------------1------+----+-----+-----+ /IIPROVEll£NT PLANS FON: NORTH COAST CAL VARY CHAPEL Fo,,,. CONRAD C. HAMMANN p /Z 1 / ,, RCE 3069 E PRES 6-30-08 CITY ENGINEER DAf E I-----I-------J.'-.1..1.---------------1-------l----l---+-----l ~D;:W~N:;:::;;B;:;Y:::: =~~t~::;=;:::::::::::::::P:::R=oJ=E==c==T=N=o==.==;~D=R=A=w=1N=G=N~O. DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ~~g ~~: MS 04-02 429-5 D G:\971039\97390105.dwg Aug 09. 2006 1:28pm Xrefs: 9739DGRD; 9739DSTR; 9739DUTL; 9739dmop; 9739D1; 9739DILY; 9739dpro; 9739topo; 9739PLAN 040609 09i406 ) ©2006 o·oa Consultants Inc. ( J 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying DESIGNED BY: S.K. DRAWN BY: B.B., C.F. PROJECT '4GR. · K.H. ENGINEER OF WORK: 122 \ DATE: ».N. 2005 SCALE: ,s SHOWN JOB NO.: 97 1039 DATE:~ RCE: 223 123 124 125 126 PROFILE: POINS£TTA LAN£ RE.I/OW EXIST. ASPHALT PA ITTIENT, CONST. .11£{),~:;4,'.'.u_ =:c-i2f--- ('~T PER cs-11"'-"-"'"""'-!l;c,{' . --··.:. -.. SCALE ,.., Ha?IZ· 1• = ,/0' 1£RT.· 1• = _,. REMOW EXIST. ASPHALT PATH '°"4-11 _I 1 -, II " " II ~ "' \ :1 \ I \l\ I PROPOSED 20• I 'N-' I WATER [51,/T. I I SEE SHEET 10 I "'i FOR WA TER \ LINE PLANS LINE OF SIGHT ~ SE[ SHEIT II FOR SEM:R LATERAL PLANS --t.&_ .. -\ -·~ ....... SCALE: 1• = 40' "AS-BUILT .. ,b .... ,, 1.t~7 a,c . 14' ,,re EXP.~/~., DATE P.E.3LD/f' REVIEWED BY: ft rt3/4 tt c .,,.,,. ' INSPECTOR/ ~DATE ------------- '?l'-ofESS1~ ff) "~-~ <' g~ ~'t, "' -NO. 60223 z " "' 'ti EXP. 6/30/08 ~ * * J''1'-'t-CIVIL fie.*'<- OF c,,..1..1,ci NOTE!! ELECTRONIC OATA RLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USEO FOR HORIZONTAL OR 1£RllCAL S/JRl£Y CONTROL BENCHMARK: DESCRIPTION: 4• PLASllC CAP (S.O. CQ CONTROL PT. T-1J01) LOCATION: EAST OF RAILROAD TRACK IN RAILROAD R. Q W. 5()() FT. NORTH OF PAL(}l,(AR AIRPORT ROAO RECORD FROM: 1980 AOJ ELEVATION: 46.67 .11.S.L = "'· 127 o· 10· 40• ---- -5' 20' 80' SCALE: 1 " = 40' CURB DATA NO DELTA BEARING RADIUS LENGTH TANGENT REMARKS I N 71"50'06' E 22JJ'" TrPE •c• CURB &-CUTTER 2 E. 1671'26' IJ59.00' J84.02' • J N 72V-l'o4' E 23.81' " 4 E. 16"26'!7' 1441.00' -113.42 • •• TRANS/llON CURB (MATCH INTO EX!SllNC CURB) C£NT£RL/N£ DATA NO DELTA BEARING RADIUS LENGTH TANGENT I 2 J N 14'44'o7' W 645.90 N 72'46'o8' E 184.BJ 6 = 17V7JJ 1"00.00 -118.46 CAIJTION !! CONTRACTOR TO VERIFY EXACT LOCAllON OF EXISllNC UllL/llES IN THE RELO PRIOR TO CONSTRIJCllON W CITY OF CARLSBAD L!UHE s t---t---+----------------1---+---+---+-----l ENGINEERING DEPARTMENT 41 1---t--+-----------------l---l---l-----+----l DATE INITIAL ENGINEER oF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL lltll'HO'lfltl£NT l'W(S FOK: NORTH COAST CALVARY CHAPEL APPROVED P"'-CONRAD C. HAMMANN 0/2 1 /o, RCE 33069 EXPIRES 6-30-08 CITY ENGINEER DATE OWN BY: I CHKD BY:~ RVWD BY: --D..tl,:,,. PROJECT NO. MS 04-02 DRAWING NO. 429-5 G: \971039\9739D106.dwg Aug 10, 2006 9: 56cm Xrefs: 9739DGRD; 9739DSTR; 9739DUTL; 9739dmap; 9739DPRO; 973901; 97390ll Y; 9739TOPO; 9739PLAN 040609 ) . . --. 127 -I + ©2006 O'Do Consultants Inc. 128 129 130 131 132 .. ) . , .. , SLOP[ [S/,(T. F /N g 1999-0710360 REMOVE [X!ST. ASPHALT PATH EXIST. 24 • R£CL lrTR =-:--ms~IJ":Hea;c=wm -- -~2"AC1/: EXIST. TRAmc SIGN £%/ST. 24. RELOCATE 8£H!NI . 0/P ~ <>i " ;. Rl - ---------- lO 15' ORA/NACE £5.ll'T. F ,IN 1999-0740360. '~/~- DESIGNED BY: S.K. B.B., C.f . DRAWN BY: PROJECT MGR.· K.H. s 2710 Loker Avenue West Civil Engineering ENGINEER OF WORK: Suite 100 Planning Carlsbad, California 92010 Processing 760-931-7700 Surveying ~¥..w& ft Fox: 760-931-8680 ~ i:'i ~ ....., :;;; _, ~ <,j ~ c:i s::, "' ~b ... ,.. " ~ -11, ._, V) "' " ~_, ;. G li! s:::, ~~ ·., ~;-.. ... · ' ~ "" ,._ ~ \:Ii s::, ~';' !c ~~ " ;. ~ ~~ 11, ~ J, • .... --- ::::: .... --_, '<> ' ;t:~ ..., c:i -'<> .. --•. . --~-·-·'·•-' . --· -- 51.0P[ [SliT. F /N 1999-0710360 --- ~ .... _, ~ 11>'~1 -""' ... " .... 11, "' _, ::::: "' ' ;. " --~~ --.., ;. l:"l - -- - , __ -;::;:.-.::-=52{ir~=--h---:-::::::;:--_!.!!.100!!_'_-=~--::: -[I] 15 ' SOGM [S/,(T. --- _8{)0/f 6902 PArJl 504 I -- PLAN -POINSETTIA SCALE· 1• = 40' "AS-BUILT " DATE: JAN. 2005 ,s SHOWN SCALE: 4""-;!· CIV'o/ JOB NO.: 97 1039 ,&,. 1~ e,c,oz P.E. 3l0/f' EXP. /<!-3/" 7 DATE REVIEWED BY/..)., I /,-s /4-, DATE: 'j'r C•~,4 RCE: 7 223 INSPEcM DATE 132 EXIST. FENCE SUBO. 1/7SION 80/JNOAR Y. - LANE ~\<-ofESS / 9'4 $ :\'<' ~ H.4,11 < ~ .f!? '$ ~ t, "' -'-' NO. 60223 ~ \'i EXP . 6/30/08 r;;;) *J''1r, CIVIL ~.;f,,'t <or o,.Ll'i 133 13,1 135 CURB DATA NO DELTA BEARING RADIUS LENGTH TANGENT REMARKS I 6. 03'22'51" 1359.00' 80. 19' TYPE "G" CURB &-GUTTER 2 N 5275'45" £ 1207' " • • J N 50 77'57" [ f.f..15'" 4 6. 08V5'04" 1359.00' 191.75 5 N 4273'29" [ 113.71 • 6 6. 89'4 7'44" 20. oo· 14.79 7 6. 9072'16" 20.00· 14.93 • • 8 N 4273'29" [ 110. OJ • • 9 6. 02'55'o8" 144/.00' 73.41' • • 10 N 52'43'27' [ --24.34'" • • II N 5071'58" £ 2262'" ASPHAL T CURB 12 6. = 07'58'.JO" 1441.00' 200.57' • • • • • I 6. = 13'25'07' 1400.00' 327.88 2 N 4273'29" £ 47212' NO SCALE PORT/OIi-(){ 600' + !RAVELED WAY TRAIISITl/JN ~~ 't ! O' 10' 40' --- NOTE!.1 ELECTRONIC DA TA flLES ARE FOR R£FFJIENC£ ONLY ANO AR£ NOT TO 8£ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTRCX. BENCHMARK: DESCRIPTION: •• PLASTIC CAP (S.O. CO. CONTRCX. PT. T-1307} LOCATION : [AST OF RAILROAD TRACK IN RAILROAD R.0.W. 500 FT. NORTH OF PALOMAR AIRPORT ROAD RECORD FROM: 1980 ADJ ELEVATION: 46.67 M.S.L - --5' 20· 80' CAIJTION !! SCALE: 1' = 40' CONTRACTOR TO VERIFY [%ACT LOCATION OF [%/STING UT/UT/ES IN TH[ fl[LO PRIOR TO CONSTRUCTION I SH7EET I CITY OF CARLSBAD I SH4EET1 s I l---+-----11-------------------+---+---l-------11-----l ENGINEERING DEPARTMENT l---+-----,1------------------+---+---l------,l-----l DATE INITIAL ENGINEER OF WORK REVISION DESCR IPTION DATT: INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL IIIPROVEMENT Pl.ANS FOH: NORTH COAST CALVARY CHAPEL APPROVW '-k -r.. CONRAD C. HAMMANN "h. , te,' RCE 33069 EXPIRES 6-30-08 CITY ENGINEER I DAT OWN BY: CHKD BY:--1;~- RVWD BY: t PROJECT NO. MS 04-02 DRAWING NO. 429-5 G: 971039\9739D107.dwg Aug 09, 2006 1: 42pm Xrefs: 9739DGRD; 9739DSTR; 9739DUTL; 9739dmop; 9739DPRO; 9739D1; 9739DtLY; 9739TOPO; 9739PLAN 040609 ! 091406 ©2006 O'Da Consultants Inc. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-931-8680 REMOVE EXIST. ASPHAL T SWALE 135 \ DESIGNED BY: S.K. DATE: JNl. 2005 "AS-BUILT DRAWN BY: B.B .• C.F. SCALE: Ki. SHOWN /2 ,-A PROJECT MGR._· _,,,K.,.eH. __ JOB NO.: 97-1039 ~"") 1 LL.'1,1 .,_ _____________ __, P.E. JZ.01/t EXP~w" Civil Engineering ENGINEER OF WORK: Plann;ng REVIEWED BY:: • / ~ Processing .,,4,l.,Jlo Survey;ng f eef /4G ., DATE: S"/A,/.dt' _.c::::::.•~~7~~11'\:::::==- KEITH W. IWISEN RCE: 750123 INSPECTO~ 136 " tl(c, /~ ,ms DATE DATE 137 138 139 £XIST. R/W CITY OF CARLSBAD WATER ES>.fT. BOOK 7278 PAGE 537 EXIST. STORM DRAIN INLET w/ CONCRETE GUTTER PAN 40' -- 'yx~ ion,~-:::: "' "' "' "' "' "' "' "' ' "' ~ ' "' "' "' "' --5' 20' SCALE: 1" = 40' NO HEADER REWIRED 80' 10' 2'AC CENTERLINE DATA 2 DELTA/BEARING RADIUS LENGTH TANGENT N 4273"29 E 4J.7J' t:, = 50'47'26 I ,WO. 00' 506.2 7' CAUTION !! CONTRACTOR TO VERIFY EXACT LOCATION OF EXISTING UT/UT/ES IN THE flELD PRIOR TO CONSTRUCT/ON PLAN -POINSETTIA LANE AC PA "1NG PER TYPICAL SECTION ON SHEET 2 '?'"-QFESS191/i, 0' ~ W. H;;-,. < g '{!-"'Y~ '1, "' -c3 NO. 60223 !ii 'ii! EXP. 6/30/06 ~ * • J'"f/; CIVIi-~*'t-< OF CAll~IJ SCALE 1• = 40' NOT£.!! ELECTRONIC DA TA flLES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CON TROI. BENCHMARK: DESCRIPTION: 4" PLASTIC CAP (S.O. CO. CONTROi. PT. T-IJ07) LOCATION: EAST OF RAILROAD TRACK IN RAILROAD R.O. W. 500 FT. NORTH OF PALOOAR AIRPORT ROAD RECORD FROM: 1980 ADJ ELEVATION: 4667 M.S.L AC SWALE DETAIL • NO SCA/.£ I SHBEET I CITY OF CARLSBAD I SHEETS I 1----+---+----------------+-----l------l----l------l ENGINEERING DEPARTMENT 41 1-----lf--+----------------f---+--+----+-~ /IIPROVfll£NT PL.ANS FON: NORTH COAST CALVARY CHAPEL APPROVE (.ii.CONRAD C. HAMMANN 2 /21 /0& RCE 33069 EXPIRES 6-30-08 CITY ENGINEER DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL OWN BY: CHKD BY: RVWD BY: p s:r: I l)f/1,,. PROJECT NO. MS 04-02 DRAWING NO. 429-5 G: \971039\9739D106.dwg Aug 09. 2006 1: 57pm Xrefs: 9739DGRD; 97390S1R; 97390UTL; 9739DPRO; 973901; 9739DILY; 9739TOPO; 9739PLAN; 9739dmap 040609 10 ©2006 o·oa Consultants Inc. ff 12 2 C~THOD!C T~sr 5TRT10N ft6 - 13 14 INSflltL 16ft. -v' '' Do,,11),r c1,&k ~f;-f't~~r P1'11, C. "'·"'· o ,.,. J.J~. •,,.'l--J"~t• ., . I I I' . •-~-,,y ~-p.J <Fl Tl!' " ,. ' ,, F'J. t' 'f'"l'--1-. V. , 15-1-17.65 WATER LINE ,i' . INSTALL 1 EA. ~ 6 F.I(, ASSY. 15._, J:! ~~ i----).%~ I---\ ~~ I \.~~ I 1-,..,,; ~ I 1~•• ~ I 1--f\.~ 16 __ I 1-+---'-~ ~ II'-+ - - -1---11'-l, I --+-~ ~-' _ -16+J8.11 WATER LINE ,i'~_ J ---+-ct-~ INSTALL 1 £ . ~ 90" P✓xPJ OW --+-,'--"' ' . ~ ' .. , , •', .. _ .. .·_ -·:· .:.-."!'_..--,....;...~, . . . -. ,·, ' •;-. FXIST IR" PIH' 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931-7700 Fox: 760-9.31-8680 Civil Engineering Planning Processing Surveying --..., DESIGNED BY: S.K. DATE: .!AA. 2005 DRAWN BY: 8.8., C.F. SCALE: IS SHOWN PROJECT MGR._· ~K-.H~. __ JOB NO.: 97-1039 ,__ ______________ __, P.E. 3~/Y ENGINEER OF WORK: DATE: '/ 1;/tJ( RCE: 7 23 . --~ ;·· · .. ' :, ·, : PLAN WATER LIN£ }1 ' SCALE· 1' = 40' "AS-BUILT " ,2,c../1 z,,,,J! EXP i,V¥/¢ DATE ,. DATE 17 o· 10· 40' ---- -5' NOTE!! 20' SCAI..£: 80' ,· = 40' ELECTRONIC OA TA FILES ARE FOR REFERENCE CWlY ANO ARE NOT TO BE USED FOR HORIZCWTAL OR VERTICAL SURVEY CONTROi. BENCHMARK: DESCRIPTION: 4• PLASTIC CAP (S.O. CO. CONTROi. PT. T-1307} LOCATION : EAST OF RAILROAD TRACK IN RAILROAD R.O.W. 500 FT. NORT/i OF PALDMAR AIRPORT ROAD RECORD FROM: 1980 ADJ ELEVATION: 4667 M.S.L. 18 19 20 21 22 WATER OAT.A DELTA BEARING RADIUS LENGTH REMARKS 1 N U'5J'#J' E 13.J.97' 8' STEEL ~ CAil &-C 2 N U'53'#i' E 81.91' 8" Pvt:' ~ CL 150 HC 550 3 N 14'524 w 42229 • • 4 N 70'58'28' E 120.58' • • 5 N 59'51'24 E 15.J.64 6 -04'39'36" 500. 00' 40.67' • • 7 N 5577•49• E 86.46 8 I:::,. =06'42'o6' 500. 00 58.48 • • 9 N 48'35'42' W 2231' • • All DEFLECTIONS SHALL BE ACCOAIPL!SHm BY TliE USE OF OEFlECTION COi.LARS OR COIJPLINCS SPEOFICALL Y DESIGNED FOR USE ltflli Pvt:' C900 PIP£ o· 10· 40' -----5' 20· 80' SCAI..£: 1" = 40' 7 I N5flt1,1. t 1"1t~'-"D••11J1,1 Ct'I''"' VlfJ.J,,;I, o,r. ""r. r>eFJ. c/ll'f. --.o ..... -1'). I ~ llf-f ''t..~'•"I,'' (' F) J I SHgEET I CITY OF CARLSBAD 1----+-----,1------------------+---+---1------,1-----< ENGINEERING DEPARTMENT 1----+-----,1------------------+---+---t------,1-----1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL WA TEK PIANS FOK; NORTH COAST CALVARY CHAPEL ONRAD C. HAMMANN ~/4, / o, RC 33069 EXPIRES 6-30-08 CllY ENGINEER DATE DWN BY: CHKD BY: ..t.i1:._ RVWD BY:~ PROJECT NO. MS 04-02 DRAWING NO. 429-5 G: \971039\9739D109.dwg Aug 10, 2006 11: 38om Xr efs: 97390GRD; 97390S1R; 9739DUTL; 973901; 9739TOP0; 9739DPR0; 9739dmap; 9739PLAN 040609 10 11 11 12 8 • ST£E:L Cl,IL,l-C WA T£R LIN£ AT 8£LL 16• 10 GA. ST££L CASING PROFILE WATER LINE '8' {HG=550) • WATER DATA DELTA BEARING' . RADIUS LE~ ' ' REMARKS POL Y£THYL£N£ CASING INSULATORS P£R AOVANC:.;:'£----;f----__, PROOUCTS 4-SYST£1,1S INC. OR £OVAL CASING DETAIL IIOT'/OSCME ©2006 O'Da Consultants . Inc. 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931 -7700 Fax: 760-931-8680 DESIGNED BY: S.K. DRAWN BY: 8.8 .. C.F. PROJECT t.4GR. · K.H. C,fTHo DIC r~sT S Tf/TloN # 3 DA TE: JAN. 2005 SCALE: AS SHOWN JOB NO.: 97-1039 "AS-BUILT /2.-,=-tl<?-;t .,__ ______________ _J P.E. J'Z<v~ EXP. 1~/10 ENGINEER OF WORK: Civil Engineering Plann;ng R,.......EVIEWED BYA / ,I Processing N/....Jf... Survey;ng /4"7? /4; • DATE: j,/4,4': ....,e,::::;,:;l!!!!,::__,~~~:;::;:::,,i,,,,. __ =-KIDH w. 'HANSEN RCE: ?'iiii'223 INSPECToi --------------------------------- - ------- • ' SCAL£: HORIZ. ~ 1 • = ~O' V£RT. ~ 1 •SE£ tftTAILS, THIS SH££T 2 N 30'33'49 • W N 30'33'49• W 15.27' 67.73' e• STEEL ~ CAIL &-C PLAN -WATER '8' SCALE· I' = W' ,,. O#c,,l"J ~ DATE DATE NO. 60223 EXP. 6/30/0S NOTE!! ' / J )J26+01.82, 21. O~S61Jlh,. 12+1382 WAlF/{I.INE ,'(J' 3 N 30'33';9• W 70.80' o· 10· -----5' 20' 80' SCALE: 1' = 40' ELECTRONIC OA TA flLES AR£ FOIi REFERENCE ONLY ANO AR£ NOT TO BE USEO FOR HORIZONTAL OR "f:RTICAL SUR"f:Y CONl/10/. l----+--+----------+-----1----1----1-----1 ~Q CITY OF CARLSBAD I SH4EET1 s I ~LlQ_j::::::::::=::::::'_.':==:::::::E::::N::::G:::IN::::E::::E:::::Rl::::N::::G:::::::D:::EP:::::A::::R:::::T::::M::::E:::::NT::::==='-=:::::::::::::= BENCHMARK: DESCRIPTION: 4• PLASTIC CAP (S.O. CO. CONTIIOL PT. T-1307) LOCATION: £AST OF RAILROAD TIIACK IN RAILROAD R.O. W. 500 FT. NORTH OF PALOMAR AIRPORT ROAD RECORD FROM: 1980 ADJ ELEVATION: 46.67 M.S.L. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION WATE/i PLANS FO/i: NORTH COAST CALVARY CHAPEL APPR ·Ft• CONRAD C. HAMMANN ~ t# 1 )~, RCE 33069 EXPIRES 6-30-08 CITY ENGINEER DATE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. I DRAWING NO. ~~g ~~: ~:-'.--MS 04-02 . 429-5 G:\971039 97390!10.dwg Aug 10, 2006 10:33am Xrefs: 9739DGRD; 9739DSTR; 9739DUTL; 9739D1; 9739dsite; 9739TOPO; 9739DPRO; 9739DMAP; 9739PLAN 040609 ) a• PVC SEWER LIN£ ,4T BELL POLYETHYLENE CASING INSULATORS PER AOVANC£ PRODUCTS ::-----#----.. .t SYST£1,1S INC. OR £0UAL 16 • IO GA. STEEL CASING CASING DETAIL NOT TO SCALE c 2006 O'Da Consultants Inc. Ot~✓ C O N ·s U L T :rT S 2710 Loker Avenue West Suite 100 Carlsbad, California 92010 760-931 -7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying 10 o' 10· 40• -----5' 20' SCALE: 1• = 40' ~-0-/ .. 80' 11 GRADING PLAN FOR RR£ SERVICE ANO OOl,/£S/7C WATERLINE 0£TA/LS 12 13 f BEGIN STEEL CASING 13+86..J8 ~ ~ c::s ~ E; ~ • ~ PLAN -PRIVATE SEWER LIN£ Ji , SCALE· I"= -10' NOTE!! ~ 14 ;I;! ~ ~ "' l ~ I INSTALL 2•' .. AIR-VAC I I, ASSEl,/BL Y ( I . ACCESSHOL£ 14+74.93 SE~RL/N£ :.t' =125+10.95 PO!NSEmA 14 15 1iillL ACCESSHOLES SHALL BE UNED PER Dl+G S-IA. I 2 3 4 STATION !0+13.!I 10+93.15 11+90.85 12+1281 SEWER LATERAL DA TA INV. 0 MAIN LENGTH DROP TO MAIN INV. SLOPE % GROUND ELEV. DEPTH REMARKS 299.-11 6 . .J8' 1.20' 298.20 !8.91X 303.2 5.0/J' 4• pvr; 297.80 13.58' 1.20' 298.10 6.63% 303.1 • • 295.15 32A5' 1.20' 298.20 7.55% JOJ.2 • • 295.31 6 . .J8' 1.20' 298.10 53.13% 303.1 • • PRIVATE SEWER DATA DELTA BEARING RADIUS LENGTH REMARKS I N 58'2-1'23" W --89. O!J' PR/VA TE 8" PvC SOR 35 2 N 28'59'27" W llZ 3 NZr"'tftr W --77.JO 4 N 29V4'4-I" W --PUBLIC 8" PvC SOR 35 ELECTRONIC DA TA RLES AR£ FOR REFERENCE ONLY AND AR£ NOT TO B£ USED FOR HORIZONTAL OR VERIICAL SURVEY CONTROL ~ CITY OF CARLSBAD ISH4EET1SI l-----l-----+-----------------1------+--+---+----I w_j ENGINEERING DEPARTMENT >----t----+-----------------t----+---+---+---+ DESIGNED BY: S.K. DATE: JAN. 2005 "AS-BUILT " DRAWN BY: B.B •• C.F. SCALE: AS SHOWN ~ ,,-A /.7• ,~ '&.., u :;Jo/ O« . 1ct zuc,8 PROJECT MGR._· =K-=H. __ JOB NO.: 97-1039 t-----------------1 P.E. 3Z€>/f' EXP. 1$/.ylo ENGINEER OF WORK: ~ . ."®' DATE:~ RCE:223 - REVIEWED BY: t.L ,<"O ~•" INSPECTO> - ' -- ------------- DATE ~DATE ~\l.of ESS I~ iS> '(\~ ~ §-# . ~~ "' -;:; NO. 60223 ~ 'ti EXP. 6/30/08 !;; * * J''fJ; C/V\\. fl-~'<' < OF CALl'i<:J BENCHMARK: DESCRIPTION: -1• PLASIIC CAP (SO. CO. CONTROL PT. T-1301) LOCATION : £AST OF RAILROAD TRACK IN RAILROAD R.O. W. 500 FT. NORTH OF PALOMAR AIRPORT ROAD RECORD FROM: 1980 ADJ ELEVATION: 46.61 M.S.L DATE INITIAL ENGINEER OF WORK REVISION DESCR IPTION SEWER PL.ANS FOR: NORTH COAST CALVARY CHAPEL I'.._ CONRAD C. HAMMANN ~zit' IRES 6-30-08 CITY ENGINEER DE DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL I DRAWING NO. 429-5 ~-------~ PROJECT NO. AIS 04-02 G: 971039 9739D111 .dwg Aug 09, 2006 3'.10pm Xrefs: 9739DGRD; 9739DSTR; 9739DUTL; 9739D1; 9739SITE; 9739TOPO; 9739DPRO; 9739dmap; 9739PLAN I 040609 NOT.FIi T STA. PT. 40+00 MEDIAN LANDSGAPE GONSTRUGTION REQUIREMENTS D.4-3.4 MEDIAN CONCRETE D.4-3.4-1 THE MEDIAN LAYOUT SHALL BE IN G0NF0RMANGE Y'IITH THE "ARTERIAL MEDIAN LAYOUT" D.4-3.4-2 G0NGRETE GOLOR AND PATTERN SHALL BE AS SPEGIFIED UNDER "ARTERIAL STREET5GAPE THEMES" AND AS APPROVED THE PARKS AND REGREATI0N DIREGT0R. D.4-3.4-3 PRIOR TO INSTALLATION, A 10 ' X 10 ' 5GIUARE SAMPLE SHALL BE POURED AT THE JOB SITE. THIS SAMPLE SHALL BE APPROVED BY THE GITY PRIOR TO INSTALLATION OF THE MEDIAN G0NGRETE. D.4-3.4-4 GONGRETE SHALL BE A MINIMUM OF 560-G-3250 Y'IITH b X b -10 X 10 Y'IELDED Y'IIRE MESH THROU6H0UT. D.4-3.5 SOIL D.4-3.5-1 FINISH 6RADE SHALL BE 2" BEL0Y'I THE G0NGRETE 5URFAGE OF r!E MEDIAN. D.4-3.5-2 SOIL SHALL BE SUITABLE FOR PLANT GROY'ITH AND FREE OF HAF MFUL 5UBSTANGES OR DELETERIOUS MATERIALS. D.4-3.b MEDIAN PLANTING REQUIREMENTS D.4-3.b-l TREES AND SHRUBS SHALL BE AS SPEGIFIED IN THE 'ARTERIAL : TREET THEMES." D.4-3.b-2 TREES SHALL BE 24" BOX MINIMUM SIZE; ONE OR MORE PER PLAI ITER. D.4-3.b-3 SHRUBS SHALL BE 5 GALLON MINIMUM SIZE. D.4-3.b-4 SHRUB SPAG IN6 SHALL BE 5UGH THAT 100% G0YERAGE Y'IILL 0GGUR Y'IITHIN ONE YEAR. D.4-3.b-5 INSTALLATION DETAILS SHALL G0NF0RM TO "PUBL IG PROJEGT LAND5GAPE DETA ILS." D.4-3.1 MEDIAN IRRIGATION REQUIREMENTS D.4-3.1-1 ALL IRR IGATION EQUIPMENT SHALL BE APPROVED IN Y'IRITING BY THE PARKS AND REGREATI0N DEPARTMENT PR IOR TO PREPARATION AND SUBMITTAL OF PLANS D.4-3.1-2 INSTALLATION DETAILS SHALL G0NF0RM TO "PUBLIG PROJEGT LAND5GAPE DETAILS.' D.4-3.1-3 G0NTROLLERS, AND BAGKFL0Y'I DEVIGES, SHALL BE L0GATED 2 ' INSIDE THE PUBLI G RIGHT-OF-MY IN THE PLANTIN6 AREA UNLESS SPEGIFIED 0THERY'IISE BY THE GITY. MTER METERS SHALL BE INSTALLED AS REQUIRED BY THE MTER DISTR IGT ...URISDIGTI0N . D.4-3.1-4 G0NTROLLERS SHALL BE INSTALLED IN SEPARATE STEEL L0GKING ENGL05URES. ENGL05URES SHALL HAYE THE F0LL0Y'IING Y'IORDS STENG ILED Y'IITH 2 INGH HIGH Y'IHITE LETTERS ON THE SIDE FAGING THE STREET "C ITY OF CARLSBAD MED IAN IRRIGATION" D.4-3.1-5 SLEEVING SHALL GONF0RM TO REQUIREMENTS SPEGIFIED IN SEGTI0N IV.B.3-12. D.4-3.1-b NO IRRIGATION GIRGUIT SHALL SPAN SEPARATE ISLANDS. D.4-3.1-1 NO IRRIGATION GIRGUIT SHALL SPAN MORE THAN FIVE PLANTERS. D.4-3.1-B THE IRRIGATION SYSTEM SHALL G0NSIST OF DRIP IRRIGATI ON SERVIGING THE SHRUBS AND FLOOD BUBBLER5 IN "DEEP MTERING DEYI GES" SERYIGING THE TREES. D.4-3.1-q QUIGK G0UPLERS SHALL BE INSTALLED EVERY TH IRD MED IAN PLANTER. BE NC HMARK: DESCRIPTION, 4" PLASTIC CAP (S.D. CO. CONTROL PT. T-1307} ELECTRONIC OATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SUR'tf:Y CONTROL LOCATION, EAST OF RAILROAD TRACK IN RAILROAD R.O.W 500 FT. NORI// OF PALOMAR AIRPORT ROAD RECORD FROM, 1980 AOJ .ELEVATION, 46.67 /.1.S.L .. 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying MEDIAN PLANTER 20' X 14' TYPIGA L A VIARA MEDIAN PAVING GONGRETE STAMP 4 PATTERN TO MATGH EXI STI NG RAISED MEDIANS TO THE NORTH RAISED MEDIAN PAVING 5GALE = I ,I 00 o' so· 1 oo· 200· PO INSETTI A MEDIAN PAVING GONGRETE STAMP 4 PATTERN TO MATGH EXISTING RAISED MEDIA NS TO THE EAST STA. PT. 134+00 MEDIAN PLANTER 20' X 14 ' TYPIGAL AD L----llil WiUllii PLAN NIN G-'§11m2',iir.Glli _. II llilllil ASSOC I AT E S_lllll~llilLlllii LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE .. C .. C A R L S B A D, C A. 9 2 0 0 B (760}729-8BJJ FAX,~B0}729-8J24 ORAWN BYJ0./ S.M. DA1£, 90/05 -9/'IIJ/05 -6/19/06 rT""---=========--1 OF CARI.SBAD FIRE DEP REQU JR NO. OF F.H.\~J:'.!._ BLDG. SPRINKLED ILT" DATE REVIEWED BY, INSPECTO t----+---+-------------+---11----1--t----1 [IT] CITJGIN~fiNG ~~~N~AD ~ /ANDSCAPF MEDIAN !MPROVEMFNT PLANS FOR: DESIGNED BY, ~S-=K. __ DATE, JAN. 2005 utl n...,ING DEPARTMENT AP P NORTH COAST CAL VARY CHAPEL DRAWN BY, 6.0'D., J.B. SCALE, />S SHOWN I I PROJECT MGR., K.H . JOB ND., 97-1039 ENGINEER OF WORK, Al,f'RQVEJY . ~ ~ Nm COA/Llft &. fitY914MN RCE 530<1! EXPIRES l,-'6o-Oi CllY EN GINEER DATE, KEITH W. HANSEN RCE, 60223 (PRINT NAME) DATE INITIAL ENGINEER OF WORK REVISIO N-DESCR IPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL CH KD BY: RVWD BY: ',.PROJECT· NO. CUl-'"04-05 DRAWI NG NO. 429-5 090809 l)9i~06 . / GENERAL NOTES RECYc.LED l"IATER. NOTES. I. ALL ~RK SHALL BE DONE IN ACCORDANCE YilTH THE C.ARLSBAD MJNIC,IPAL YiATER DISTRICT'S 'C,ARL.56AD RULE5 4 l<EGULATIONS FOR WNSTRUC,TION OF REGYC.LED YiA TER MAINS' DA TED OCTOBER 1'1"13. 2. DRINKING FOUNTAINS SHALL BE PROTECTED FROM SPRAY OF l<EC.YC.LED YiATER. BEST MANA6EMENT PRACTICES SHALL 13E USED TO MINIMIZE RECYCLED YiATER ENCROACHMENT ON RJl3LIC, FACILITIES 5UC,H AS PICNIC TAl3LES, 1300'5, PLAY- 6ROUNDS, SAND TOT LOTS, ETC. 9. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT P055I13LE, PONDING, RIJN-oFF, OVER SPRAY AND MISTING. 4. HOSE 131135 ARE STRIC.TL Y PROHIBITED 5. ON-SITE C,RQSS-C,ONNEC.TIONS 13ETl"IEEN REGYC.LED YiA TER LINES AND POTAl3LE YiATER LINES 15 STRICTLY PROHIBITED. 6. NO SU35TITUTION OF PIPE MATERIALS YilLL BE ALLOYiED YilTHOUT PRIOR APPROVAL OF THE CARLSBAD MJNIC.IPAL YiATER DISTRICT. 1. ALL MAINLINE PIPES SHALL HAYE YiARNING TAPE PER THE CARLSBAD MUNICIPAL YiATER DISTRICT'S RULES AND REGULATIONS. •e. THE IRRIGATION SYSTEMS SHALL RlJN 13ETl"a:N THE HOURS OF 10,00 P.M. AND 6,00 A.M. THE FOLLOYilNG MORNING (SPOT IRRIGATION C,Q!JLD BE DONE AT A DIFFERENT TIME) YilTH QUALIFIED SUPERVISION PERSONNEL ON SITE. •'I. PROVIDE A MINIHJM OF AT LEAST Ie, INC.HES OF COYER OYER ALL YilRING AND PIPING. 10. NON-DESIGNATED USE AREAS SHALL 13E PROTECTED FROM CONTACT YilTH RECYCLED YiATER, YiHETHER 13Y YilND 6LOYiN SPRAY OR l3Y DIRECT APPLICATION, THROUGH IRRIGATION OR OTHER APPROVED USE. LACK OF PROTECTION, YiHETHER BY DESIGN, WNSTRIJC,TION PRACTICE OR SYSTEM OPERATION, 15 STRIC,11. Y PROHIBITED. II. IRRIGATION HEADS SHALL BE RELOCATED OR ADJJSTED TO PREVENT OYER-SPRAYING ON SIDEYiALKS, STREETS, AND NON-DESIGNATED USE AREAS. 12. RECYCLED YiA TER GUIC,K C,OIJPLING VAL YES SHALL BE OF A TYPE DESIGNED FOR THE USE ON RECYCLED YiATER DISTRl61./TION SYSTEMS (SPIKES NOT EXC,HANGEAl3LE YilTH POTABLE QUIC.K C,OIJPLER SPIKES) PER CARLSBAD MJNIC.IPAL YiATER DISTRIC.T'S RULES AND REGULATIONS. 19. METERS SHALL BE SIZED BY THE CARLSBAD MJNIC.IPAL YiATER DISTRICT. 14. ALL IRRIGATION PIPES SHALL BE STENCILED YilTH THE YiARNING 'NON POTABLE YiATER' OR 'REGYC.LED YiATER", COLOR C,ODED (PURPLE) AND LAID l"IITH YIARNING TAPE AND STENCILING ORIENTED TOYiARD THE TOP OF THE TRENCH PER C.ARL513AD MUNIC.IPAL YiATER DISTRIC.T'S RULES AND REGULATIONS. 15. ALL POTABLE YiATER AND REGYC.LE!) YiATER PIPING SHALL BE INSTALLED YilTH THE STENCILING ORIENTED TOYiARD THE TOP OF THE TRENCH 16. YiHEN A POT ABLE YiA TER LINE AND REGYC.LED l"IA TER LINE GROSS, THE REGYC.LED LINE SHALL BE INSTALLED l"IITHIN A PROTECTIVE SLEEVE THE SLEEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE OF POTAl3LE LINE, FOR A TOTAL OF 20 FEET. 11. A TEN FOOT HORIZONTAL SEPARATION BETl"IEEN POTABLE YiATER AND REC.YC.LED 1""-TER MAINS MU5T BE MAINTAINro AT ALL TIMES. THE POTABLE LIM: MUST BE INSTALLED Al30VE THE REc.YCLED LINE. le. A MINIM.JM OF 12 INC.HES OF YERTIC.AL SEPARATION BETYiEEN l/TILITIES MUST BE MAINTAINED AT ALL TIMES. I'!. THE REQUIRED C,R055-C,ONNEC.TION SHJTDOYiN TEST SHALL BE DONE l3Y THE CARLSBAD MJNIC,IPAL l"IATER DISTRICT AND THE SAN DIEGO C,Q!JNT'( DEPARTMENT OF ENVIRONMENTAL HEALTH. 20. QUICK WUPL.ING VALVES USED IN REC.Ye.LE!) YiATER SYSTEMS SHALL CONFORM TO THE FOLLOl"IING, REC.YC,LE!) l"IATER, QUICK COUPLING VALVES USED IN RECYCLE!) YiATER SYSTEMS 5'-W.L HAYE AC.ME TYPE THREADS (SPIKES NOT INTERGHANGEAl3LE YilTH POTAl3LE YiATER QUIC.K COJPL.ER SPIKES) AND RIRPLE COLORED LOCKING C,OVER5 PERMANENTLY ATTAC.HED TO THE VALVE. QUICK COUPI...ING VALVES SHALL 6E NELSON NO. 1h49, Hl,l;TER NO. HYIOOA-RL-NP OR APPROVED EQUAL. 21. AN ANN.JAL GROSS CONNECTION INSPECTION YilLL BE DONE l3Y EITHER C.ARLSBAD MJNIC.IPAL l"IATER DISTRIC.T OR SAN Dll:60 GOUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. COPIES OF INSPECTION i<EPORTS YilLL 6E FORYiARDED TO THE NON-INSPEc.TING PARTY. *22. THE DESIGN AND LOCATIONS PROPOSED FOR REC.YC.LED l"IATER 'DO NOT DRINK' SIGNS SHALL BE GALLED Ol/T ON THE PLANS. "29. AN ON-SITE USER/SUPERVISOR SHALL 6E DESIGNATED IN jl'f;tlTING. THIS INDIVIDUAL SHALL BE FAMILIAR YilTH PLUMBING SYSTEMS YilTHIN THE PROPERTY, YilTH THE BASIC c.oNc.EPTS OF 6ACKFL.Ol"I/C.R055-C,ONNEGTION PROTECTION, AND THE SPECIFIC. REQUIREMENTS OF A REC.Ye.LE!) l"IA TER SYSTEM. COPIES OF THE DESl6-NATION, YilTH CONTACT PHONE i'UMElERS, SHALL 6E PROVIDED TO C.ARLSBAD MJNIC.IPAL l"IATER DISTRIC.T AND SAN DIEGO C,Q!JNTY DEPARTMENT OF ENVIRONMENTAL HEALTH. IN CASE OF EMERGENCY CONTAc.T, (FILL IN) ·-=-oc._.,..(NAME)~--era.NO) OR AFTER HOURS GONTAC,T, (FILL IN) --,,-(NAME)=..,--(TEL.NO) 24. 5HOY'I ALL RJl3LIC. 4 PRIVATE POTAl3LE YiATER MAINS ON THE PLANS. 25. CALL Ol/T ON THE PLANS IF THERE ARE OR ARE NOT DRINKING FOUNTATINS AND/OR DESIGNATED Ol/TOOOR EATIN6 AREAS ON THIS SITE. 26. A PHYSIC.AL SEPERATION SHALL 6E PROVIDED BETYiEEN ADJACENT AREAS IRRl6-ATED YilTH REGYC.LED l"IITH RECYCLE!) YiATER AND POTAl3LE YiATER. SEPERATION SHALL 6E PROVIDED BY DISTANCE, CONCRETE MOYi STRIPS OR OTHER APPROVED METHODS. 21. ON REGYC.LED YiA TER SYSTEMS, ALL APFURTENANc.ES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR-C,ODED RIRPLE PER AYiYiA 6UIDalNES AND SEC.TION llbE>l5 OF THE C.ALIFORNIA HEALTH AND SAFETY CODE. BENCHMARK: NO RTH COAST CALV ARY CHAPEL ME DIAN IMPROVEMENTS CITY OF CARLSBAD RECYCLED WATER USE PLAN SIGNAGE NOTES THE FOLLOY'-llNG GUIDELINES FOR THE USE OF REGYGLED V'IATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EAGH GONTROLLER Y'-lHERE THEY ARE EASILY VISIBLE. PLAGE ON 8-I/2"XII" SIZED SIGN. GOLOR, PURPLE BAGKGROUND Y'-llTH BLAGK LETTERING. GUIDELINES FOR RECYCLED it'IATER USE I. IRRIGATE BETY'-lEEN THE HOURS OF 10,00P.M. AND 6,00A.M. ONLY. Y'-lATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY Y'-llTH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURIN6 USE OUTSIDE THE NORMAL SGHEDULE. 2. IRRIGATE IN A MANNER THAT Y'-llLL MINIMIZE RUN-OFF, POOLING AND PONDING. THE APPLIGATION RATE SHALL NOT EXGEED THE INFILTRATION RA TE OF THE SOIL. TIMERS MUST BE AD.JUSTED SO AS TO BE GOMPATIBLE Y'-llTH THE LOY'-lE5T SOIL INFILTRATION RATE PRESENT. THIS PROGEDURE MAY BE FAGILITATED BY THE EFFIGIENT SGHEDULING OF THE AUTOMATIC, GONTROL GLOGKS, (I.E., EMPLOYING THE REPEAT FUNGTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO GYGLE5 THAT Y'-llLL PROMOTE MAXIMUM SOIL ABSORPTION). 9 . AD.JUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE GONTROL OF THE GU5TOMER, FOR EXAMPLE, PRIVATE PATIOS AND LOTS, OR STREETS, AND 5IDEY'-lALK5. APPARENT. 4. MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIALS FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETG. SHOULD BE REPAIRED AS SOON AS THEY BEGOME 1. ALL REGYGLED V'IATER SPRINKLER GONTROL VALVES SHALL BE TA66ED Y'-llTH IDENTIFIGATION TA65. A. TAGS SHALL BE Y'-lEATHERPROOF PLASTIC,, 9" X 4" PURPLE IN GOLOR l"IITH THE Y'-lORD5 REGYGLED J/'IATER-DO NOT DRINK" IMPRIN~R~li-iG ONE SIDE, AND "AVl50-A6UA IMPURA-NO TOMAR" ON THE OTHER SIDE. IMPR INTIN6 SHALL BE PERMANENT AND BLAGK IN GOLOR. USE TAGS AS MANUFAGT\JRED BY T. GHRIST"!' ENTERPRISES OR APPROVED EQUAL. B. ONE TAG SHALL BE ATTAGHED TO EAGH VALVE OR AS FOLLOY'-l5, I. ATTAGH TO VALVE STEM DIREGTLY OR l"IITH PLA5TIG TIE-l"IRAP 2. ATTAGH TO SOLENOID l"IIRE DIREGTLY OR l"IITH PLASTIC, TIE-l"IRAP 9. ATTAGH TO VALVE GOVER Y'-llTH EXl5TIN6 VALVE GOVER BOLT. 8. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS REGYGLED V'IATER SPRINKLER HEADS. Cf. EAGH AUTOMATIC, GONTROLLER AND ITS A5SOGIATED EQUIPMENT SHALL BE IDENTIFIED l"IITH A SIGN BEARING THE l"IORD5 REGYGLED l"IATER USED FOR IRRIGATION IN ENGLISH AND SPANISH, l"IITH BLAGK LETTERS I" HIGH ON A PURPLE BAGK6ROUND. THE SIGN SHALL BE PLAGED 50 THAT IT GAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZIN6 THE EQUIPMENT. INSF'EyTIQN f'8QC,EDYRES GITY GON5TRUGTION IN5PEC.TION SHALL INCLUDE, I. A. LOCATION OF PIPE LINES. SHEET 15 4 2:3 SHEET INDEX, SHEET 12 SHEET 1:3 SHEET 14 TO 11 SHEET i2> SHEET l'l SHEET 20 4 21 SHEET 22 TO 25 SHEET 2b SHEET 21 RAISED MEDIAN PAVIN(:1 PLAN TITLE SHEET/REC,YC,LED ViATER NOTES LANDSC.APE IRRIGATION PLANS LANDsc.APE IRRl"'ATION NOTES 4 LE(:>END LANDSC.APE IRRl(:>ATION DETAILS LANDSC.APE IRRl(:>A TION SPEGIFIC,A TION5 LANDSC.APE PLANTING PLANS LANDsc.APE PLANTIN(:1 LE(:>END, NOTES 4 DETAILS LANDSC.APE PLANTIN"' 5PEC.IFIGATION5 SHEET 14 4 22 PACIFIC. OC.EAN SHEET 11 4 2-~---~ SHEET lb 4 24 B. TRENCH DEPTH. G. REQUIRED 5EPAAATION (HOR.IZONTALL Y AND VER.TICALL Y) RECYCLED ~TER USE AREA MAP D. PIPE IDENTIFICATION. (P.O.C.'S) POINTS OF CONNECTIONS. SC.ALE= 1,200 E. LOCATION AND IDENTIFICATION OF SPRINKLER HEADS. o· 100' 200' 400' F. Y'IARNING SIGNS AT THE SITE AND ON THE TRI.JC,KS HAULING REGYGLED Y'IATER (IF REGYGLED Y'IATER 15 USED FOR GONSTRUGTION). JOB ........, ~-SI TE VICINITY MAP NOT TO SC.ALE LEGEND POINT OF C.ONNECTION Ir) I C) ~ N LV (METER AND BACKFLOl"i PREVENTION) - BLAGK L060 "DO NOT DRINK' 5I6-N LOCATIONS AREA OF PROPOSED REC.LAIMED J/'IATER POT ABLE l"iA TER LINES RECYCLED l"iATER STREET MAIN PURPLE BAGK6ROUND I" ElLAGK LETTERS S611 RNIN6 REC.LAIMED l"iATER 00 NOT DRINK NO TOME EL A6-UA EGLAIMED Y'lATER 5. EDUGATE ALL MAINTENANGE PERSONNEL ON A GONTINUOU5 BA5I5 OF THE PRESENGE OF REGYGLED Y'-lATER. PERSONNEL MUST BE INFORMED THAT REGYGLED Y'-lATER 15 MEANT FOR IRRl6ATION PURPOSES ONLY, AND 15 NOT APPROVED FOR DRINKIN6 PURPOSES, HAND AND TOOL V'IA5HIN6, ETG. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSGAPING INDUSTRY, IT 15 IMPORTANT THIS INFORMATION BE D ISSEMINATED ON AN ALMOST DAILY BA5I5. IT 15 YOU, THE LANDSGAPE GONTRAGTOR l"IHO 15 RESPONSIBLE FOR EDUGATING EAGH AND EVERY ONE OF YOUR EMPLOYEES. 6. OBTAIN PRIOR APPROVAL OF ALL PROPOSED GHAN6E5 AND MODIFIGATIONS TO ANY PRIVATE ON SITE FAGILITIE5. 5UGH GHANGE5 MUST BE SUBMITTED TO AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PRO.JECT SHALL BE OBTAINED FROM THE DISTRICT, AND BE FORl'IIARDED TO THE COUNTY HEAL TH DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. HANDS AFTER CONTACT1N6 ,Vce~U5 ANOS DesFIJE5 l?E U5AR I" BLAC.K LETTERS AND APPROVED BY THE Dl5TRIGT ENGINEERING OFFIGE AND DESIGNED IN AGGORDANGE l"IITH Dl5TRIGT STANDARDS. r 2. DISTRIC.T FINAL IN5PEC.TION SHALL INCLUDE, A. GOVER.AGE TEST, AFTER. COMPLETION OF THE SPRINKLER. SYSTEM, TO DETER.MINE THE ADEQUACY OF GOVER.AGE ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING REGYGLED Y'IATER. B. Y'IARNING SIGNS AND LABELS. G. QUICK COUPLING VALVES. D. ALL ASPECTS OF THE IRRIGATION CONDITIONS INCLUDING l"IINDBLOl"IN SPAAY, RUNOFF, AND PONDING. E. REQUIRED PR.OTEGTION OF ALL RESIDENTIAL AREAS. F. REQUIRED PROTECTION OF l"IELLS, STREAMS, RESERVOIRS, ETC. G. GR.055-CONNEGTION. S. ANNUAL INSPECTION SHALL INCLUDE, A COMPLETE INSPECTION l"IHIGH SHOULD GOVER PART A, PART BAND PART G OF THE DISTRICTS FINAL INSPECTION. DECLARATION OF RESPONSIBLE CHARGE I HEREBY DEGLARE THAT I AM LANDSGAPE ARGHITEGT OF l"IORK FOR THIS PRO.JEGT, THAT I HAVE EXERCISED RESPONSIBLE GHAR6E OVER THE DE5I6N OF THIS PRO.JEGT AS DEFINED IN 5EGTION 6103 OF BU5INE55 AND PROFE55I0N5 GODE AND THAT THE DESIGN 15 GON5I5TENT l"IITH GURRENT STANDARDS. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION In order-to c.oi--~-RECLAIMED J/'IATER IN USE DO NOTQ\NO Toi-E DRINK \/!!_/El. "'5'JA I """91-1 HN"'5 ~ GOHT>GflM& ~ .......,.,., ... ,.....,._.,._ (PLACARD Size) Ie,• X Ie,• SIZE .092 ALUMINUM, .ObO ABS PLASTIC OR STIC.K-ON VINYL SICS.NS REVIEWED: (PLACARD SIZe! I2'X 96' 2" ElLAGK LETTERS .ObO ABS PLASTIC OR STIC.K-ON VINYL SICS.NS ALSO .092 ALUMINUM AD L---OOIB .--------------=======;::=======-=·-L A N D p L A N hj l N C PLAN NIN G-_.lillllifil ASSOCIATES---■llf!l[[ill; LANDSCAPE ARCHITEC TURE 2979 STATE STREET SUITE "C " C A R L S B A D, C A. 9 2 0 0 8 (760)729-8637 FAX,(760)729-8324 DRAWN F!f:J.0./ S.M. OATE, 9/)/[Yj -9/20/[Yj -6/19/06 "AS BUILT" ~ 7-~~-~r Rc;z:;.;,:'2'· II DATE REVIEWED BY: ,-,,,---,.1 ..... INSPECTOR I UNDERSTAND THAT THE GHEGK OF PRO.JEGT DRAl"IINGS AND 5PEGIFIGATIONS BY THE GITY OF GARL5BAD, GARL5BAD MUNIGIPAL Y'IATER Dl5TRIGT AND THE SAN DIEGO GOUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH 5ERVIGE5 15 GONFINED TO A REVIEl"I ONLY AND DOES NOT RELIEVE ME, AS LANDSGAPE ARGHITEGT F 1'""10RK, OF MY RE5PON5IBILITIE5 FOR PRO.JEGT DESIGN. l.L~~::::.._-?_5::=====-=t,:::~~z=-=~=--6 1----L-+------------+---+--+--+--t LIT] CITJGINiriNG q~~JJAD ~ GLENN LEEKS DATE LANDSCAPE MEDIAN IMPROVEMENT PLANS FOR: ENVIRONMENTAL HEALTH SPECIALIST LID'l.l~ING DEPARTMENT APP..,,....,.., NORTH COAST CAL VARY CHAPEL DESCRIPTION: 4• PLAS/IC CAP {S.O. CO. CONTROi. DESIGNED BY: -""'"S.K"'-·--DATE: JAN. 2005 DRAWN BY: 8.0'0., J.B. SCALE: AS SHOWN -----=~---""7"'"'"'E: I I NOTE.(1 ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR ff:R/ICAL SURff:Y CONTROi. PT. T-1307} LOCATION: EAST OF RAILROAD TRACK IN RAILROAD R.O.W. 500 FT. NORTH OF PALOMAR AIRPORT ROAD RECORD FROM: 1980 AOJ ELEVATION: 46.67 M.S.l. 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 760-931-7700 Fax: 760-931-8680 PROJECT MGR., K.H. JOB NO.: 97-1039 Civil Engineering ENGJNEER OF WORK: , Planning Processing Surveying DATE: KEITH W. HANSEN RCE: 60223 (PRINT NAME) 090809 ✓ -"'-,··~ ' -- I L ~---50-:::ce..::::.~-:2 -~ ----• __L I --11 li'w / _ -y_ h__ --1----oc Q ---------Q_~---~~-----,,~l-~-~-~~~h~~ ---------------- -----1/ ""------ -- --~ ---------------- -WIL ----~--.;----..4--1/ ------J --- ""--- ~~ O ■ -------i=-.--y-_Jr I I - AV AR-A'. !o/ARKV'{AY -I---f' -- + 285 ?90 11' I\\ • I. • , , //\ -\-;/\--II\ I - --:=-//Ht'-" ~ .. -··. -. -.. -_J ~o,'i\l --Co ' )--_ --RU,;----~ __ " "' :::~~. "I --- • • ·• ,I -----~ _ _ (60; FX. WA TFR -----::-"'--__,_ ----== ---+- = + 1'1.6 A-I I II --- ~ - "'- '() ~ -+-l::c:i "ct- I I ill I tH --➔ KEYMAF tUl't ~~ ~ ------__2,: STUB "'--I =--~----===:.:, ~· ---1zy -----"'--I ----~ Co~· --~+-----L --/ ------..____ NTS ) + w L ~ ----------w~_____,,,, SEE SHEET 18 FOR IRRIGATION LEGEND AND NOTES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. NOTEI_I [L[CTRONIC DA TA FILES AR[ FOR R[F[R[NC[ ONLY ANO AR[ NOT TO 8[ USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL BENCHMARK: DESCRIPTION: 4" PLASTIC CAP (S.O. CO CONTROL PT. T-1307} LOCATION: [AST or RAILROAD TRACK IN RAILROAD ROW. 500 FT. NORTH or PALOMAR AIRPORT ROAD RECORD FROM: 1980 ADJ ELEVATION: 4667 MS.I. + + .- W- + 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 76D-931-7700 Fax: 760-931 -8680 Civil Engineering Planning Processing Surveying _.\;- + DESIGNED BY: ~S=.K~. _ DATE: JAN. 2005 DRAWN BY: B.O'D. J.B. SCALE: AS SHOWN PROJECT MGR.: K.H. JOB NO.: 97-1039 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 "'----I -----VAL\,f..S ANb MA!NUN I=. ~l-Oc;,:\ IE t::> T O '? !<I=> FLANTT-K (~ '?1-tffT 1'7) AD L----till... ---;[=: Elli P LA N N I N G !i!H.f:!'.E.flli ...... . _.II Lhf till... ASSOCIATE s_.■li~lilliE LANO PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "c" C A R L S B A D, C A. 9 2 0 O 8 060}719-'637 FAX:(760)719 -832' DRAWN fJ'/: J 0./ S.~. O.TE: 9/7 /05 -9/20/05 -6/19/06 "AS BUILT" ~ 7·'>•-0 l R~·~/• // DATE REVIEWED BY: z/2 0/4 , INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1---+----+-------------+---+--t---t----1 ~ ENGINEERING DEPARTMENT ~ ~=:===:;:;::;:::;::::;::::;::::=::;~=:::::..::===; LANDSCAPE: M£D/AN IMPROV£M£NT PLANS FOR: ITTOI.J sJN G DEPARTMENT APP ci,, '", l----1---1-----------+-+----+---t------J NORTH COAST CAL VARY CHAPEL I I L---1----l--------------+---+--t--t---i ,'(IYPR 9V • . .· . ,, / 1---l---l----------------+--+--+---+---t ~ '-&,c,, ~ C, j./l.'MMAI.IN ~/ .. 6, RCE EXPIRES -~-lSO-otl Cl1Y ENGINEER I DATE (PRINT NAME) DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL .DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: CHKD BY·~"-'-'" RVWD BY: f'-. PROJECT NO. CUP 04-05 DRAWING NO. 429-5 090809 POINT OF CONNECTION TO BE A 2 " IRRIGATION METER. 6 -, ' -. . .. . . . :_ .;,-, ..... <'·'.:, __ · .• : ... .-. -. .. - •·· -· "i' • . ' ' .. --.' . · .. --,-,w -- II ?8 INSTALL Y'llTH A 2" REDUGED PRESSURE BAGKFLOY'l PREVENTER AND A 2 " MASTER CONTROL VALVE. Q,) ~ 1'€U>C,l>(tS-O 1 0 "--9 /4 " 'f----i/11 ~-s -11.,_f-LAt-t-1°l='~-~ --14/ -- 11 ~ I Cl /4 " - .. ·, -,.--·:···:_._, .. . ... •·•. - I 4 f-----1---1 e ruu.. f.x>)( <r ~LL VAL...\/E. A-2. A-1 ~ ® ~- / I /\ SEE SHEE T 18 FOR IRRIGATION LEGEND AND NOTES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. NOTE'.! [L£CTRONIC DA TA FIL£S AR[ FOR REF[R[NC[ ONL Y ANO AR[ NOT TO BE USEO FOR HORIZONTAL OR V[RTICAL SURV[Y CONTROL BENCHMARK: DESCRIPTION: 4• PLASTIC CAP (S.D CO. CONTROL ~\'-OrESS10'¼, PT. T-1307} d?,.<,.Y"' '/1. /i.i,1,0/ ~ LOCATION: [AST OF RAILROAD TRACK IN RAILROAD ,-.: '<" '<'i, c, R. 0. W. 500 FT. NORTH OF PALOMAR VJ Z Z:, NO. 60223 rs AIRPORT ROAD ~ EXP. 6/30/08 C:! DESIGNED BY: ~S=.K~. _ OATE: JAN. 2005 DRAWN BY: 8.0'0. J.B. SCAf_E: AS SHOWN PROJECT MGR.: K.H. JOB NO.: 97-1039 ING DEPARTMENT APP -----,,;;;c~=---~•"'UE: I I L /U . . ~ ·, .. '• ; .. , ."? n ,., - ill ·•·!'.:-·\, .. · .. , .•. , •• -.._ .... , ·• ;,• ....... :·-.:_ "',, .-·.,_ .. . . =-----=--<(] EX 12 ' RECL. ur C7 I 375 Hf+.7" u,1-< - o· IO' 201 40• KEYMAP NT5 LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE '"C" C A R L S B A D, C A. 9 2 0 0 8 (760)729-8637 fAX:(760)729-8324 DRAWN BY;J.0/ S.~. J:l'.TE: 9/7/05 -9/20/05 -6/19/06 "AS BUILT" ~~/-// REVIEWED BY: DATE ~ CITY OF CARLSBAD I SHEETS I 1----1---1--------------+---t---+--t----; ~ ENGINEERING DEPARTMENT 41 1---1---l--------------+---+--+--t---l LANDSCAPE Al.[D/AN /!.IPRDV[Al.[NT PLANS FOR: NORTH COAST CAL VARY CHAPEL A PRO F-o RCE 330<,, EXPIRES . . ' Q/Eo/o4 <.,-~-OIi Cl1Y ENGINEER 1DATE ....,. -v 2710 Loker Avenue West Civil Eng ineering ENGINEER OF WORK: RECORD FROM: /980 ADJ * * su;te 1 oo Plonn;ng DWN BY: . PROJECT NO. " DRAWING NO. J'~/; CIV\\... ~~ Carlsbad, California 92008 Processing DATE INITIAL DATE 1NITIAL DATE INITIAL CHKO BY:~~~ · CU,'P 04 Q'5 4'29 5 L------------------E-LEV-A-TIO_N_: --46_.6_1 _AI._S.L_. _________ '_o_r _c,1 , __ ~1,~()'l'~-L~~E76[D-~9f31;-~77~00~==Su:rv:•Y:;ng~=1~~~~===~DAgTEt: ~~~~==~==~~~::====tE:NG:IN~EE:R~OF~W:OR:K1===~R:EV::IS:IO:N~DE:S:C:R:IP~Tl:ON~==J~oT::;H:ER~AP:P:RO~Vf,J__d~CITY~AP:P:Ro:Vf,J__d.;R;Wl~D~B;;Y:~P;;~~~;;;;;;;;;;;;;;;;;;;;;;;;;~;;;;;;;;;;;;;;JJ :.. Fax: 760-9.31-8680 KEITH W. HANSEN RCE: 60223 (PRINT NAME) 090S09 1/ -- .. . . .. -· , .. ; ··• lJJ ::-;,_ - .£._ ------ ------=-= - · • , -.1' .~ Effq{i::=,.~~ ::-.~_.:-:-. ~•,,.:_• .: .... ·_ .: . -... -·. - . -. ~ ' -,-\, •• : • ·✓\.· -~ :;::J;::; ---. : .. ·, ---_ .. ; .. . --~ .... ~ . .--:. "': .. ·;(I~":·. -' --RW RW ------------ 264.7 !F ;fa ---If-_! -/----I -------:=::::--_ . . . " .. ----...,_ . I " POINT OF CONNEC T ION TO BE A ;2'' IRRIGATION METER . INSTALL V'l lTH A J " REDUCED PRESSURE BACKFLOV'l PREV ENTER AND A %' MASTER CONTROL VALVE. ;;' ffoM ~Ac-IL. 11/r,'IRRIGATION CONTR OLLER "B " Of 01DEWAI-\<. - , .. ·I:--.~ JI~_· .. : ··: .4= _-... _0!\ .~. 1- 1 -+-II I .. : _:-. t ~ . . .. , .. ·1~~· CL ~I~ -1'\'IN'l:cl'iac 1 \"JO 3 /4 " -~ ·.. -----=:::;...-/ 1/ -------=---=--w=-=== . . ' .. . -·,·. . • .... ' ... . ,.., , -. . .. ,-. . . . • • • • I ___ I / /,"-== .-·.__ .. :· ~ , : _. __ ·_•.:.: .. ---~ .,. ', :.,·: ·.'_:' .. ::· .. • .. :':, ·,.:-,'.·.0::·,·':>··.:; ..... ;·-.·; ,: .,·:. (1 .,•· . ' .. ··, ... - w If, ~ ,. ... • ~ : .••, •• ... • .-~ •. J; ~ ✓ . .. .. ~ . . .. .. ' -'-. ' . . ·• . ·-,: .. ··~: ,•,· ... '•-.: ., .: .•· .,•.·.:-.~ -~·· ••:·•·,_._._;; ,,•· _•.-·'····-.--.... . . . ·-• •·· .-·. /· --~-~.-~j ..... ·. ·_··. J; • • . . -' ~ . .. _;~ -•· .. . o· ·.•.·: .,;-· • =23 -::.•;:_, W- . ,,, , • .. I , I ----- I -~----~-- ---- -~-- \ ----~ -- ·--.. :·>•·: . ·. . .,, ... ·. . . ' ✓ • • ... • • • ••• ·' .. - ... ' . . . ------- -__:;::::::=:----. ' ' . . . . . ._·. ;_ . · .... .• . ~ . ..~. . ( &,U.... VAI..\JE. -. • \ • '• < •• , I :·. ,• .•. -.. •-· .. '-":'. •,:.-~ • .. .:.• ... '• .. : '• . ' . . . ~ .. . . . . . . . ~-·. -~ ~ . • '~-_,.c----' •. :, . . . . ·, • ..... _ ....--. . ., APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS . NOTE!! ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR ';cRT!CAL SUR';cY CONTROL ·-.. ·.· ·~--•,_ :., . .,,--~ ....... : .... , . L=594.92 KEYMAP NT5 BENCHMARK: DESCRIPTION: 4" PLASTIC CAP (S.D. CO. CONTROL PT T-1307} LOCATION: EAST OF RAILROAD TRACK IN RAILROAD R.O.W. 500 FT NORTH OF PALOMAR AIRPORT ROAD RECORD FROM: 1980 ADJ ELEVATION: 46.67 !.ISL --7---- l'lz." CL ~I'? MAINL..l 1'I e. eA\.I.. VAL.'/~ (2) D D G.CV ® - e,-4 e, -1:, 271 0 Loker Avenue West Sui te 100 Ca rlsbad, Californ ia 92008 760-931-7700 Fmc 760-931 -8680 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: KEITH W. HANSEN - RCE: 60223 (PRINT NAME) SEE SHEET 18 FOR IR R IG ATION LEGEND AND NOTES AD L----llifil P LAN N I N G [i!jfruElli]µ ., •. ,., ... ,., ---□ [ifilfillfilllli ASS O C I ATE s--■~il.illill L AN D PLANNING LANDSCA PE ARC H IT ECTURE 2979 STAT E ST REET SUITE "C" C A R L S 8 A D, C A. 9 2 0 0 8 0 6 0)7 29-8 63 7 FAX:(76 0}72 9-8 321 DRAWN fJ'(;J.0./ S.M. DATE: 9/7/05 -9/20/05 -6/19/06 "AS BUILT" DATE ~ b. • REVIEWED BY: INSPECTOR 1---+--+-------------j----t---t----t----, [jTI CITJGIN~ENG ~~~N~AD ~ LANDSCAPE MEDIAN 1/.IPRDVE/.IENT PLANS FOR: NORTH COAST CALVARY CHAPEL I I RCE ~30"'1 EXPIRES c .. H B/ 2.1)•' G,-30·08CITY ENGINEER I DATE DATE INITIAL ENGINEER l QF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: . • PR OJ ECT NO. DRAWING NO. ~~g ~~: '&\;"': ~_C_Ui_'P_04_-_0_~-~~_42_9_-_5_ 090B09 ,. . ,. . . . ---I . . •·. -~,' ._.~ r. ·• .. r· -.. ::-·:·-.-... -~. ·:,·•'·-'.>'·.• . •-. " . '. . ; . ' ;·.•-~:•· ·:,-.-~-· ... -. :• •.. ~(~;,) I \ " r--J l 'f' C.L ,;10 MAINL.lt-\E .... : ; :.. ,• .-' . --· ··•-~.· 369 7 \ (B:)~ i 1/2," e,A-L-L VALVE. r1:::J e,-5> o e,-eo SEE SHEET 18 FOR IRR IGATION LEGEND AND NOTES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. NOTEI.I £L[CTRONIC OATA F/L[S AR£ FOR R£F£R£NC£ ONLY AND AR£ NOT TO 8£ US£D FOR HORIZONTAL OR VERTICAL SUR'lrY CONTROL BENCHMARK: DESCRIPTION: 4" PLASTIC CAP (SD. CO. CONTROL PT. T-/JO1) LOCATION: £AST or RAILROAD TRACK IN RAILROAD R.O. W 5DO FT. NORTH OF PALOMAR AIRPORT ROAD RECORD FROM: 1980 ADJ ELEVATION: 46.67 MS.L 0 C O N 271 0 Loker Avenue West Suite 1 00 Carlsbad, California 92008 760-931 -7700 Fax: 760-931-8680 3/4 / •• ,•· •• r•-,•c··• l • . : ... ·: . . ... ,._._ .. -,· . . . ., ,., .. / DESIGNED BY: --"'-S.=K. __ DATE: JAN. 2005 DRAWN BY: B.O'D. J.B. SCALE: AS SHOWN PROJECT MGR.: K.H. JOB NO.: 97-1039 Civil Engineering ENGINEER OF WORK: Planning Processing Surveying KEITH W. HANSEN DATE: RCE: 60223 / I --/ ING DEPARTMENT APP ----,;;;;,~,---~""'-IE: I I {PRINT NAME) / / KEYMAF NTS / \ - - ADL ----[.1§ _ _,l='.!lli.ill PLANNING llll!lli.ill _jiiJ lfilfil[.illfil ASSOC I ATE s_.■IIIEE! I lL () --- I l-- L 1/ _J ,, LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE ""C"' C A R L S 8 A D, C A. 9 2 0 0 8 {760)721-!6l7 FAX:{760)729-!lll DRAWN BY:JD/ S.M. DATE: 9/7/05 -9/20/05 -6/19/06 BUILT" EXP • ., • ~/-// DATE REVIEWED BY: -,/3,.,/o'J INSPECTOR DATE ~ CITY OF CARLSBAD ~ 1---1---1-----------------,f---+--t---t---i :::~==7~.;;:::::::::;:::::EN:::G:::IN:::E~E:::R:::IN:::G::D:::E:;P=A::RT:::::M::::E:::::NT:::::=~~==1=: LANOSCAP£ M£D/AN IMPROV£M£NT PLANS FOR: NORTH COAST CAL VARY CHAPEL ,Af\PR,O~D t====:::====:::==============================~~====:====:====~===~ !J~ f;'r...--,. • ., CONBAP c .#11Nr.fANN RCE 3301,q EXPIRES •. /,;-30-reCITY ENGINEER '!j-..1 )6(,. DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY: PROJECT NO. CHKD BY·f".\:O..~ CU,'P 04-0:5 RVWD BY: D£A., DRAWING NO. 429-5 090809 ---------------------------------------------------------------------- IRRIGATION NOTES THE PROJECT I. THIS PROJECT INCLUDES GONSTRUGTION Of IRRIGATION SYSTEMS FOR THE SUPPORT Of DECORATIVE LANDSCAPE Of A GOMMERGIAL PROPERTY. TRADITIONAL OVERHEAD, SPRAY SYSTEMS ARE INTENDED FOR THE LARGER PLANTED AREAS OF THE STREET FRONTAGE AND PERIMETER. SUBSURFACE DRIP METHODS ARE INTENDED FOR THE PARKING LOT PLANTERS AND THE SMALLER PLANTED AREAS AROUND THE BUILDINGS. 2. DRIP IRRIGATION, AS SHOHN AND SPECIFIED ON THESE PLANS, HILL PROVIDE THE LANDSCAPE MANAGER A BETTER MEANS TO CONTROL IRRIGATION i"lATER AND REDUCE RUN-Off. DRIP IRRIGATION, ESPECIALLY SUBSURFACE DRIP IRRIGATION, REQUIRES SPECIAL ATTENTION TO DETAILS. THE CONTRACTOR IS ENCOURAGED, AND IN FAGT REQUIRED, TO REQUEST TEGHNIGAL ASSISTANCE FROM Tf-tE DRIP PRODUCT MANUFACTURER, NETAFIM IRRIGATION, ING. (888)638-2345. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL REGONNAISSANGE HORK REQUIRED TO COMPLETE THE INTENT Of THE DRAV'!INGS. TO INTERFACE V'!ITH ALL EXISTING CONDITIONS THE GONTRAGTOR MUST BECOME VERY FAMILIAR V'llTH THESE CONDITIONS. THE GONTRAGTOR SHALL COORDINATE ALL V'!ORK AFFECTED BY EXISTING CONDITIONS V'!ITH APPROPRIATE ON-SITE PERSONNEL. 5. ALL GONNEGTIONS AND CONTROL V'!IRE AND PRESSURE SYSTEM INSTALLATION SHOV'!N ON THE PLAN ARE DIAGRAMMATIC. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR LOCATING POINTS OF GONNEGTION. THE GONTRAGTOR SHALL STAKE THESE LOCATIONS, INTENDED ROUTING OF MAINLINE AND CONTROL V'!IRE AND LOCATION OF INTENDED RGY INSTALLATIONS FOR APPROVAL OF THE LANDSCAPE ARGHITEGT. APPROVAL Of THE LANDSCAPE ARCHITECT MUST BE OBTAINED BEFORE PROCEEDING HITH INSTALLATIONS. i"lA TER SOURCE I. IRRIGATION SYSTEMS OF THIS PROJECT ARE DESIGNED FOR USE OF RECYCLED V'!ATER. ALTHOUGH REGYGLED HATER HILL NOT BE AVAILABLE AT TIME OF INSTALLATION AND THE PROJECT HILL BE SERVED HITH POTABLE i"lATER TENPORARIL Y, ALL INSTALLATIONS SHALL BE AGGORDING TO REQUIREMENTS OF THE C.M.V'l.D., THE GITY OF CARLSBAD, THE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH AND ALL OTHER CODES AND ORDINANCES AFFECTING GONSTRUGTION HITH OR USE OF REGYGLED V'!ATER. 2. USE Of REGYGLED HATER REQUIRES THAT ALL PIPE, SLEEVES, SPRINKLER HEADS, REMOTE CONTROL VALVES, QUICK COUPLER VALVES AND VALVE BOXES BE IDENTIFIED AS CONTAINING REGYGLED i"lATER. 3. STATIC, PRESSURE FOR THE DOMESTIC. V'!ATER Of THE LANDSCAPE IRRIGATION SYSTEM IS CALCULATED FRON A HYDRAULIC. GRADIENT Of 341 FT HITH A POSSIBLE 40 FT REDUCTION FOR TANK i"lATER LEVEL CONDITION AND DELIVERY LINE LOSS. HATER PRESSURE AT THE POINT OF GONNEGTION SHALL RANGE FROM A HIGH Of 145 AND A LOH Of 128 PSI STATIC.. THIS HATER PRESSURE INFORMATION V'!AS OBTAINED FROM THE OLIYENHAIN i"lATER DISTRICT (160) -153-6466, FEBRUARY. V'!ATER SHALL BE DEVELOPED AND REGULATED TO SYSTEM OPERATION PRESSURE Of 80 PSI. 4. THE GONTRAGTOR SHALL VERIFY i"lATER PRESSURE BY DIRECT MEASUREMENT IN THE FIELD. IF EXISTING PRESSURE IS NOT AS STATED ON THE PLANS THE GONTRAGTOR SHALL NOTIFY THE OV'!NERS' REPRESENTATIVE BEFORE PURCHASE Of EQUIPMENT AND/OR BEGINNING INSTALLATION. PURCHASE OF EQUIPMENT AND ANY INSTALLATIONS HHEN EXISTING STATIC. PRESSURE IS BELOH THAT STATED ABOVE SHALL BE THE SOLE RESPONSIBILITY OF THE GONTRAGTOR. S. THE REGYGLED V'!ATER IRRIGATION POINT Of GONNEGTION SHALL BE APPROXIMATELY V'!HERE SHOHN AS PROVIDED BY OTHERS (SEE GIYIL DRAV'!INGS). THE GONTRAGTOR SHALL CONNECT DOV'!NSTREAM Of THE METER, INSTALL BAGKFLOH PREVENTION DEVICES AS REQUIRED BY THE EASTERN MUNICIPAL HATER DISTRICT AND EXTEND PIPE AND FITTINGS TO THE SPECIFIED STRAINERS, BOOSTER PUMP STATION AND CONTROL DEVICES. PYG PIPE AND FITTIN6S SHALL BE INSTALLED DOHNSTREAM OF THE BACKFLOV'l PREVENTION DEYIGE. CONTROLS I. SYSTEMS OF THIS PROJECT ARE CONTROLLED BY SOLID STATE, COMPUTER IRRIGATION CONTROLLERS. THE GONTRAGTOR SHALL EXERCISE STRICT GOMPLIANGE V'!ITH THE MANUFACTURERS' INSTRUCTIONS FOR INSTALLATION AND GROUNDING. 2. CONTROLLER LOCATIONS ARE SHOV'!N DIAGRAMMATICALLY. FINAL LOCATIONS TO BE APPROVED BY THE OV'!NER'S REPRESENTATIVE. POHER SHALL BE PROVIDED BY OTHERS (SEE ELEGTRIGAL AND/OR ARCHITECTURAL DRAHINGS). THE GONTRAGTOR SHALL BE RESPONSIBLE FOR GONNEGTION Of POV'!ER TO THE CONTROLLER IN COMPLIANCE TO ALL 60YERNING CODES. 3. AS REQUIRED BY THE GITY Of CARLSBAD THE IRRIGATION CONTROL SYSTEM SHALL INCLUDE A RAIN SENSING DEVICE. THIS DEVICE SHALL BE ATTACHED TO THE CONTROLLER ENCLOSURE. RAIN SENSING DEYIGE SHALL BE NINI-GLICK AS INCLUDED HITH THE CONTROLLER/ENCLOSURE AS ASSEMBLED BY UNITED GREENTEGH Of LAGUNA HILLS ,GA ("14'1) 831-4131 NOTEJI ELECTRONIC DA/ii FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR 1/ER//C~l SURVEY CONTROL BEN CI-IJ\IIARK: DESCRIPTION: 4" PLAS//C CAP (S.D. CO. CONTROL Pl: T-/J07) LOCATION: EAST OF RAILROAD TRACK IN RAILROAD R. 0. W. 500 FT. NOR TH OF PAL OMAR AIRPOR F ROAD RECORD FROM: 1980 ADJ ELEI/ATIOfl: 46.67 M.S.L. GENERAL I. DRAV'!INGS ARE DIAGRAMMATIC.. THE SC.ALE OF THE PLANS SOMETIMES MAKES IT NECESSARY TO SHOV'l IRRIGATION PIPELINES V'!ITHIN THE BUILDINGS, HALKS OR OTHERHISE OUTSIDE OF THE PLANTING AREAS. THIS IS ONLY FOR CLARITY Of THE PLANS. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED IN PLANTER AREAS V'!HEREYER POSSIBLE. 2. UNLESS OTHERHISE SPECIFIED ON THE PLANS, * ALL LATERAL END RUNS ARE TO BE 1/2" * ALL SUB-MAINS (NON-PRESSURE LINE CONNECTED DIRECTLY DOV'!NSTREAN Of THE REMOTE CONTROL VAL.YE) SHALL BE ONE SIZE LARGER THAN THAT REMOTE CONTROL VALVE. • MAINLINE END RUNS ARE TO BE I 1/2". • ALL PIPE SHALL BE DOHNSIZED IN DIRECTION OF FL.OH ONLY. 3. THE CONTRACTOR SHALL NOT INSTALL THE IRRIGATION SYSTEM AS SHOV'!N ON THE PLANS HHEN IT IS OBVIOUS THAT FIELD CONDITIONS SUCH AS OBSTRUCTIONS, GRADING DIFFERENCES OR DIFFERENCES IN SIZE AND SHAPE OF THE PLANTED AREAS MAY NOT HAYE BEEN AGGOMMODATED IN THE ORIGINAL DESIGN. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF SUCH CHANGE IN FIELD CONDITIONS. IF NOTIFICATION IS NOT PERFORMED, THE GONTRAGTOR SHALL BE FULLY RESPONSIBLE FOR THE INSTALLATION AND FOR ANY NEED OF SUBSEQUENT REVISIONS. 4. ALL PIPE LINES AND CONTROL V'!IRES GROSSING UNDER PAYING SHALL BE SLEEVED. SLEEVES SHALL BE PYG SGH 80 PIPE HITH BELLED ENDS AND SHALL BE TV'!O TIMES THE DIAMETER OF THE SLEEVED PIPE OR HIRE BUNDLE (2" MINIMUM). CONTROL V'!IRE TO BE SLEEVED SEPARATELY FROM Pl PE. 5. THIS PROJECT INCLUDES VERY CONFINED PLANTING AREAS. OYER-SPRAY IS NOT AGGEPTABLE. THE GONTRAGTOR SHALL UTILIZE PRESSURE COMPENSATING SCREENS HHERE SPECIFIED OR V'!HERE NECESSARY AND ADJUST RADIUS Of SPRAY TO PREVENT OYER-SPRAY BEYOND INTENDED AREAS OF COVERAGE. 6. IN GASE Of POSSIBLE CONTROL HIRE FAILURE OR FUTURE EXPANSION THE GONTRAGTOR SHALL INSTALL A MINIMUM OF TV'!O SPARE CONTROL i"llRES FRON THE CONTROLLER TO THE FARTHEST VALVE IN EAGH CONTROLLER SERVICE AREA. ADDITIONALLY SPARE i"llRE FROM ALL EMPTY STATIONS SHALL BE INSTALLED SINILARLY. ALL SPARE V'!IRES SHALL PASS THROUGH ALL VALVE BOXES ALONG THE MAINLINE ROUTE. THESE V'!IRES SHALL BE A DIFFERENT COLOR FRON OTHER CONTROL V'!IRES AND BE LABELED AS SPARE AT THE CONTROLLER CABINET, IN THE VALVE BOX Of THE FARTHEST VALVE AND ALL OTHER VALVE BOXES. 1. GONTRAGTOR SHALL VERIFY LOCATION Of ALL UNDERGROUND UTILITIES V'!ITHIN i"lORK AREA PRIOR TO START Of GONSTRUGTION. AT LEAST TV'lO V'!ORKING DAYS PRIOR TO EXCAVATION, THE GONTRAGTOR SHALL REQUEST MARKOUT Of UNDERGROUND UTILITIES BY GALLING THE REGIONAL NOTIFICATION GENTER FOR AN INQUIRY IDENTIFICATION NUMBER THE GONTRAGTOR SHALL ALSO REFER TO ALL OTHER IMPROVEMENT PLANS FOR THIS PROJECT FOR UTILITY LOCATIONS. FINAL EQUIPMi=NT LOCATION I. MAJOR IRRIGATION EQUIPMENT IN PLANTER BEDS SHALL BE HIDDEN FROM CASUAL VIEl"l. 2. THE FINAL LOCATION OF ALL VALVES SHALL BE APPROVED BY THE LANDSCAPE ARGHITEGT IN THE FIELD PRIOR TO INSTALLATION. SEE PLANS FOR PARTICULAR INFORNATION ON VALVE PLACEMENT. 3. THE GONTRAGTOR SHALL STAKE LOCATIONS FOR REYIEV'l AND ADJUSTMENT BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. NECESSARY RELOCATION OF IRRIGATION EQUIPMENT AS A RESULT Of THE GONTRAGTORS FAILURE TO STAKE LOCATION AND RECEIVE APPROVAL SHALL BE AT THE GONTRAGTORS EXPENSE. DRIP IRRIGATION I. NANY PLANTING AREAS OF THIS PROJECT SHALL BE IRRIGATED BY SUBSURFACE DRIP IRRIGATION i"llTH POLYETHYLENE DRIP LATERALS SECURED TO TRENCH BOTTOM OR FINISH GRADE -4" i-"IITH JUTE NET STAPLES S FT. O.G. BEFORE BACKFILLING. 2. THE GONTRAGTOR SHALL PRAGTIGE CAUTION i-"IHEN INSTALLING DRIP IRRIGATION EQUIPMENT. ALL NANUFAGTURERS ILLUSTRATIONS, DIRECTIONS, INSTRUCTIONS, RECOMMENDATIONS AND V'lRITTEN LITERATURE SHALL BE FOLLOV'!ED. 3. PYG SHAVINGS AND BURRS i-"IILL NOT BE TOLERATED IN THE SYSTEN. ALL PYG PIPE SHALL BE GUT V'!ITH THE APPROPRIATE PYG PIPE GUTTERS. USE Of ANY TYPE Of SAi-"I FOR GUTTING PYG PIPE IS NOT AGGEPTABLE. THE GONTRAGTOR SHALL BE RESPONSIBLE FOR ALL DEBRIS INTRODUCED INTO THE SYSTEM DURING GONSTRUGTION AND SUBSEQUENT MAINTENANCE PERIOD. L!ndergrovnd 5ervk;e Alert Call: TOLL FREE 1-800 422-4133 TY'IO Y'IORKING DAYS BEFORE YOL! DIG REMOTE CONTROL VAL VE GONTROLLER IDENTIFIER VALVE SIZE ;~------STATION NL!NBER /A-1\ l'.2.5 ~ VALVE DISCHARGE (GPN) IRRIGATION HEAD LEGEND: SYJvlBOL, DESCRIPTION, ARC, P.S,1. RAD. G.P.t-1. • RAINBIRD BUBBLER FULL 25 () RAINBIRD 12" POP-UP SPRAY IBO 25 Ci RAINBIRD 12" POP-UP SPRAY "10 25 IRRIGATION EQUIPMENT LEGEND: ~ AAINEllRD-f'EB-NP-HAN REMOTE C,ONTROL Y AL YE ~ AAINEllRD-PEB-NP-+IAN REMOTE C,ONTROL Y AL YE EB-, !"<EA THERHATIG (B GALSENSE HASTER CONTROL Y AL YE FLOJAI SENSOR TREES SHRUBS + G.C,. N/A 8' 8' @ NELSON GlUICK COUPLING VALVE FOR RECLAIMED JAIATER ~ l'llLKINS 850 ISOLATION SALL VALVE (SIZE SAME AS PIPE) N FEBGO BAC.KFLOJAI PREVENTION DEYIC.E(SIZE FER FLAN) I.O 1.6 .85 5/8" $ I 1/2" JAIATER METERS (SEE STREET IMPROVEMENT FLANS) FLAC.E JAIITHIN HYDROSAFE STAINLESS STEEL ENCLOSURE: NO SYJvlBOL GALSENSE ET2000-!l-R-RR-5S€-R PAIGE P-1111-D GABLE 8 STATION ET AND MOISTURE: DRIYl:N IRRIGATION C,ONTROLLER, PHONE LINE CAPABILITY, ONE PHONE LINE INTEGRATED RADIO REMOTE RECEIVER SOARD, HEAVY-DUTY STAINLESS-STEEL ENCLOSURE JAIITH INSTALLED TF-1, TF-110 AND ANT-I CONTROLLER HERJvlETIGALL Y SEALED GOJvlJvllJNIGATION GABLE SERVICE ROUTED TO ALL CONTROLLERS FOR CENTRAL COMMAND GAP ABILITY, FYC CLASS 515 MAIN LINE (COLOR FURFLE) FYC. C.L200 NON-PRESSURE LATERAL LINE FOR REC,LAINED JAIATER (COLOR FURFLE) IRRIGATION SLEEVES (TO BE 2X SIZE OF FIFE) PRESSURE LOSS CALCULATIONS EXISTINe. STATIC PRESSURE BAGKFLOl'l PREVENTER MAINLINE GATE/BALL VALVE REMOTE CONTROL Y AL VE LATERAL LINE LOSS THROUGH FITTINGS ELEVATION GAIN TOTAL LOSS PRESSURE AVAILABLE PRESSURE REQUIRED RESIDUAL PRESSURE '10 PSI 12.00 PSI 2" @ 665' = 1.12 PSI 1.00 PSI 1.00 PSI ~" @ 10' = 1.1 PSI I" @ 80' = l.'i2 PSI 10% OF TOTAL 1.43 PSI +11.5' @ 0.499/FT = 1.5e, l'i.l'i PSI 10.e,1 PSI 90 PSI 40.81 PSI F CARLSBAD FIRE DEPAR,~LH REQUIRE,\ "S NO. OF F.H.(S)_ FLOW, __ G.P.M. 0 T _F.H.(S). BLDG. SPFJINKLED YES .. F.FLOW G.P.M. DATE NOTES, 1404 I 800 PRS-Bl#J', I BOO PRS-BGl 8200 CR Ft-1 SERIES 111645-1" (AC.ME THREADS) 825 Y AVAILABLE FROM HYDR05C,APE IRRIGATION (160) 4BB-1bbl LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "c" C A R L S 8 A D, C A, 9 2 0 0 8 (760)719-8637 fAX:(760)729-8324 DRAWN BY: J.0./ S.M. DAfE: 9/1 /05 -· 9/20/05 -6/19/05 "AS BUILT" ~ ' ?-~J-0"/ R~E ').~ EXP. ~-~/ -// DATE V INSPECTOR t, l---+--+-------------1---1---t--t----l CT[] cirErGIN9ErNG s~~N~AD ~ LANDSCAPE MEDIAN IMPROVEMENT PLANS FOR: DESIGNED BY: ~S~.K~. __ DATE: JAfl. 2005 DRAWN BY: 8.0'D. J.B. SCALE: AS SHOWN ~ DEPARTMENT_ 1~PP -'_ (SIGNF~'Dr--.,_ . I I NORTH COAST CAL VARY CHAPEL 27"IO Loker Avenue West Suite 1 00 Carlsbad, California 92008 760-931-77DO Fax: 760 931 8680 Civil Engineering Planning Processing Surveying PROJECT MGR.: K.H. JOB NO.: 97-1039 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 p1:),,; ' ' IECTOJI ----------"--''"', ---,=--(5-------~-" \TE: / / (• ,GD) ""---I JIEC '' •NDED UY:-------ra;,,;;:;:-;scc.;;;s----..........._-"', 1...... (PRINT NAMl11) '- ,PRJV~/_ '>J•i l----+----1-------------~+----+--+---+---1 r~::!_J~~:!;:,,-:::::::c-~~~~.J.CQ!QM':JlM~P~L;_.,_.~MA~M"l.JH~A~NlllN!!:::-'=-' ~/z;/o~ RCE 33O!o'I EXPIRES. 0-30-08 CITY ENGINEER , DAW-- DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL DWN BY: .!>IY CHKD BY:-;;!'v\"c'-!:-: 't,-,'IS~,.I RVWD BY: Dr /1., PROJECT NO, CUP 04-05 DRAWING NO, 429-5 090809 I I ) ·>0::1 =~~~~-~~~~~~~~~~~~~~'·~'··~·' --------,~ POTABLE MAIN LINE---------~ (SEE IMPROVEMENT DRAi"IINGS) S.5 FEET 12" MINIMJM REQUIRED VERTICAL SEPARATION SLEEVE--~ RECLAIMED f'IATER !RRl6ATION MAIN LINE: A. POTABLE HAINLINE CROSSING PAVING LATERAL LINE (IN SLEEVE) PRESSURE SUPPLY LINE (IN SLEEVE) GONTROL v'IIRES (IN GONDUIT) 1;3AGKFILL (SEE SPEGIFIGATIONS) . <J . LI :2" MIN .. LI . ·" ' . .-. -. ,, ~---· ·.:", 2" MIN REGLAIMED v'IATER v'IARNING TAPE (SEE SPEGIFIGATIONS) 30" GOVER UNDER VEHIGLE PAVING v'I/ SGH 80 SLEEVE 18" GOVER UNDER PEDESTRIAN PAVING v'I/ SGH 40 SLEEVE ALL SLEEVES TO BE TY'llCE DIAMETER OF PIPE (PER SPECIFICATIONS) E. TRENCHING / SLEEVING BEN CI:-INI1\RK: N.T.S. N.T.S. NOT£1.1 D[SCRIPTION: 1" PLASTIC D1P (S.D CO. CONmOL PT T-/J01) NOTE: SIDEi"IALK CURB r METER BOX f'I/ METER 24" II ,if----=-'----!--f---,lf- APPROX El" v POTABLE SERVICE LINE J ==--~-== 10' MINIMJM TO POTABLE MAIN LINE IN STREET RECLAIMED i"IATER IRRIGATION MAIN LINE f'I/ SLEEV6 12" MINIMUM VERTICAL CLEARANCE OF 12" MINIMUM IS MANDATORY i"IHEN CROSSING PATH OF A POTABLE i"IATER LINE. B. POTABLE SERVICE LINE CROSSING CD FINISH 6RADE @) CONTROL Y'llRES ~-----<S t," MIN. Q) LATERAL LINE @ PRESSURE SUPPLY LINE @ BACKFILL (SEE SPECIFICATIONS) @ RECLAIMED Y'lATER Y'lARNING TAPE (SEE SPECIFICATIONS) INSTALL CONTROL Y'llRES ON THE UNDERSIDE OF PRESSURE SUPPLY LINE. F. TRENCH I NG N.T.S. N.T.S. DESIGNED BY: ~S.K~. __ DATE: Ji1N. 2005 DRAWN BY: B.O'D. J.B. SCALE: AS SHOWN El[Cll?O~.~tC DA T;1 Fll.[5 AR[ FOR REFERENCE 0/1/l r AND ;Wt NUT ro lit USED FON HORIZON/AL 0/r' VERT!C:4l SURVEY CONTROL LOCATION: £AST OF RAILROAD TRACK W RA/U?OAO R. 0. W 600 FJ: NO!/ !I/ Uf PA/OMA// AIRPORT ROAD c~:l,s PROJECT MGR.: K.11. JOB NO.:_ 97-1039 RECOR~ FROII: 1980 ADJ [1_[\/AlON: 46.67 M.5.l. L/10 Loker }\venue Wesl Suite 1 OD CCJrlsb(lc, Cc1liforriio CJ?C08 760-931-7700 Fux: 76'.J-931-R680 Civ:I Er1gineerir1y PIC1nr1ing Pr::icecJ:;:nCJ Surveying ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 60223 © ® CD BLOCKED TRUE UNION BALL VALVE Q) PVC MAINLINE-SEE IRRIGATION SPECS. FOR PIPE DEPTH G;) VALVE BOX -SEE IRRIGATION SPECS. @ @ FINISH GRADE (j) PEA &RAVEL, 2" DEPTH 4" i"IIDE BRICK SUPPORT, @ SLIP END CONNECTORS SUPPLIED i"IITH VALVE ONE PLACED AT EACH CORNER NOTE, VALVE SHALL HAVE A MINIMUM OF 4" CLEARANCE FROM THE BOTTOM OF THE VALVE BOX LID, AND 2" MINIMUM CLEARANCE FROM THE BOTTOM OF VALVE AND TOP OF GRAVEL SUMP. C. BALL VALVE 6'' .24" MAIN LINE tJl ---~1 - f - ----I J) I , H - l 10 --------- "'<'" ~~ h I vi I f i I ~ ' -, .. i ' I ® I --F --- -- - -~---- "l -r-'-- I ' . --' -' ' r-FE~ -i ! PA -~ --- r -- LATI:RAL -LINE 'V ~-PLANTI:R w .{_ ______ "'"_0_,AN ______ •~-.~ET ____ l_•,o_E_>"W-_K_I ___ I ' ~H t- CD METER ~ BAGKFLOY"l FR.EVENTER @ MASTER GONTROL VALVE @) FLOf'l SENSOR @ GONTROLLER ENGLOSURE G. HEDIAN IRRIGATION @ REMOTE CONTROL VALVE a) MAIN LINE SLEEVE @ LATERAL SLEEVE @) ELEG TRI GAL l"J.I RE SLEEVE (@ ISOLATION BALL VALVE (SAME SIZE AS PIPE) N.T.S. N.T.S. CD GONGRETE THRUST BLOGK, REFER TO SPEGIFIGATIONS FOR SIZING G;) GASKET FITTING ® PVG BELL REDUGER UNDISTURBED SOIL D. CONC THRUST BLOCKS N.T.S. CD G;) ® @ @ 10" ROUND VALVE BOX @ PVC SCH 40 ELL OR TEE Y'llTH PURPLE LID G) PVC SCH. 80 NIPPLE FINISH GRADE ® 3/4" CRUSHED ROCK SUMP QUICK COUPLING VALVE (ONE CUBIC FOOT) PRESSURE SUPPLY LINE ® PVC SCH. 80 NIPPLE PVC STREET ELL (3 REQUIRED) @ 36' MIN. LENGTH #4 REBAR STABILIZER ATTACH Y'llTH Tf'!O STAINLESS STEEL BANDS *RECYCLED i"IATER QUICK COUPLING VALVES SHALL BE A TYPE DESIGNED FOR USE ON RECYCLED i"IATER DISTRIBUTION SYSTEMS PER THE CARLSBAD MUNICIPAL i"IATER DIST. RULES AND REGULATIONS. H. QUI CK COUPLER VAL VE N.T.S. DATE LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S 8 A D, C A. 9 2 0 0 8 (760)719-Bfill FAX:(760)729-8314 DRAWN BY:cl.0./ S.M. DATE: '}/7/05 -9/20/05 -6/19/06 "AS BUILT" ~ 1-~~-~r RCE" '4:t?f" EXP. ':> -~/-// DAIE INSPECTOR fsREITl CITY OF CARLSBAD I SHEETS I l----l-----+----------------1------l---+---+-----l L...:2J ENGINEERING DEPARTMENT 4 1 ::=l=A=No=:,:::_C.::'AP~[:::::::M:::[0:::/A=N=. =1M::P:::R:::o=v,s:::M::[/=✓T:::::::Pl=A==N==s=1<:::0::R.=· ==-==~ ING DEPARTMENT APP 1 DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL NORTH COAST CAL VARY CHAPEL RCE 330io9 EXPIRES OWN BY: CHKD BY:t'\,"--U~ RVWD BY: CONRAD c. f:/AMr:1ANN 0-3O-oe Cl1Y ENGINEER PROJECT NO. DRAWING NO. CUP 04-05 429-5 \ ) SPEGIFIGATIONS NOTE, CARLSBAD MUNICIPAL V'IATER DISTRICT RECYCLED V'IATER SPECIFICATIONS TAKE PRECEDENCE OVER THE FOLLOV'IING SPECIFICATIONS. SECTION 02BIO -IRRIGATION SYSTEM PART I -GENERAL I.I. RELATED DOCUMENTS, I.I.I. DRAV'IINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION-I SPECIFICATION SECTIONS, APPLY TO V'IORK OF THIS SECTION. 1.1.2. CITY OF CARLSBAD'S LANDSCAPE MANUAL. 1.1.3. CARLSBAD MUNICIPAL V'IATER DISTRICT'S STANDARD SPECIFICATIONS FOR V'IATER, SEV'IER AND RECYCLED FACILITIES. 1.1.4. COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEAL TH , RECYCLED V'IATER PLAN GHEGK AND INSPECTION MANUAL, DATED DECEMBER, 1~~1. 1.2. DESCRIPTION OF V'IORK, 1.2.1. THE V'IORK CONSISTS OF FURNISHING LABOR, TOOLS, MACHINERY, MATERIALS, AND PROCESSES REQUIRED TO COMPLETE THE SPRINKLER IRRIGATION SYSTEM DESCRIBED HEREIN AND SHOV'IN ON THE DRAV'IINGS. 1.2.2. THE INTENT OF THE DRAV'IINGS AND SPECIFICATIONS IS TO INDICATE AND SPECIFY A COMPLETE SPRINKLER SYSTEM, INSTALLED READY FOR USE HITHOUT FURTHER COST IN LABOR OR MATERIALS TO THE OHNER, AND COMPLYING HITH ALL APPLICABLE CODES, SPECIFICATIONS AND DETAILS. 1.3. QUALITY ASSURANCE, 1.3.1. SUBCONTRACT V'IORK TO A SINGLE FIRM SPECIALIZING IN IRRIGATION V'IORK. CONTRACTOR SHALL POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE V'IORK OF THIS GONTRAGT INCLUDING A C-21 LANDSCAPING LIGENSE. 1.4. SUBMITTALS, 1.4.1. PRODUGT DATA 1.4.1.1. THE CONTRACTOR SHALL SUBMIT TO THE LANDSCAPE ARCHITECT CATALOG DATA AND FULL DESCRIPTIVE LITERATURE fOR APPROVAL OF ITEMS DIFFERENT THAN THOSE SPECIFIED. APPROV- AL OF ANY ITEM, ALTERNATE OR SUBSTITUTE, INDICATES ONLY THAT THE PRODUGT(S) APPARENTLY MEET THE REQUIREMENTS OF THE DRAV'IINGS AND SPECIFICATIONS ON THE BASIS OF THE INFORMATION OR SAMPLES SUBMITTED. 1.4.1.2. THE CONTRACTOR SHALL FURNISH THE ARTICLES, EQUIPMENT, MATERIALS OR PROCESSES SPECIFIED BY NAME IN THE DRAV'IINGS AND SPEGIFIGATIONS. NO SUBSTITUTION V'IILL BE ALLOV'IED HITHOUT PRIOR V'IRITTEN APPROVAL BY GITY, THE LANDSCAPE ARGHITEGT, OR THE OV'INER'S AUTH- ORIZED REPRESENTATIVE. EQUIPMENT OR MATERIALS INSTALLED OR FURNISHED V'IITHOUT THE PRIOR V'IRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT MAY BE REJECTED AND THE CONTRACTOR REQUIRED TO REMOVE AND REPLACE SUGH MATERIALS FROM THE SITE AT HIS OHN EXPENSE. 1.4.2. RECORD DRAY-IINGS, 1.4.2.1. PRIOR TO FINAL ACCEPTANCE OF V'IORK, THE GONTRAGTOR SHALL PROVIDE A RECORD SET OF DRAHINGS HHIGH RECORDS ALL FIELD REVISIONS TO THE IRRIGATION SYSTEMS. RECORD DRAV'IINGS SHALL BE PREPARED ON 2 SETS OF BLUEPRINTS FOR REYIEV'I AND APPROVAL BY ARCHITECT AND CITY. THIS INCLUDES, BUT IS NOT LIMITED TO POINT OF CONNECTIONS, AUTOMATIC CONTROLLER, BACKFLOH ASSEMBLY, AUTOMATIC CONTROL VALVES, ISOLATION VALVES, QUICK COUPLING VALVES, PRESSURE SUPPLY LINE ROUTE AND CONTROL HIRE ROUTE. 1.4.2.2. IMMEDIATELY UPON THE INSTALLATION OF ANY BURIED PIPE OR EQUIPMENT, THE CONTRACT- OR SHALL INDICATE ON THE DRAV'IINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS SHALL BE GIVEN FROM PERMANENT OBJECTS SUCH AS BUILDINGS, SIDEV'IALKS, CURBS AND DRIYEV'IAYS. 1.4.2.S. ANY CHAflGES IN LOCATION OF ITEMS OR TYPE OF INSTALLATIONS FROM THAT SHOV'IN ON DRAV'IINGS SHALL BE SO INDICATED ON THE RECORD DRAY-IINGS. 1.4.2.4. AUTOMATIC CONTROLLED VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS SHALL BE DESIGNATED IN THE FIELD. 1.4.2.5. ALL APPURTENANCES SHALL BE LOCATED BY MEASURED DIMENSIONS. TV'IO DIMENSIONS TO PERMANENT OBJECTS AND SHALL BE TO THE NEAREST FOOT. 1.4.3. CONTROLLER CHARTS, 1.4.3.I A SET OF CONTROLLER GHARTS SHALL BE SECURED ON THE INSIDE SURFAGE OF THE COVER OF EAGH AUTOMATIC CONTROLLER. THE GON"fRACTOR SHALL PREPARE A COLOR-CODED CHARTS SHOV'I THE VALVES, MAINLINE, AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR CONTROLLER. 1.4.3.2. V-V IN EACH CONTROLLER, EACH VALVE SYSTEM SHALL BE IDENTIFIED BY A UNIQUE COLOR. 1.4.3.3. ALL VALVES SHALL BE NUMBERED TO MATCH THE OPERATION SCHEDULE AND THE DRAHINGS. ONLY THOSE AREAS CONTROLLED BY THAT CONTROLLER SHALL BE SHOV'IN. 1.4.3.4. CONTROLLER CHARTS SHALL BE A FLOT PLAN, ENTIRE OR PARTIAL, SHOV'IING BUILDINGS, V'IALKS, ROADS AND Y1ALLS. A PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE THAT HILL FIT IN THE CONTROLLER COYER. 1.4.3.5. THIS PRINT SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT OR THE OHNER'S AUTHORIZED REPRESENTATIVE AND SHALL BE HERMETICALLY SEALED BETHEEN TV'IO PIEGES OF TEN MIL. THICK PLASTIC. 1.4.4. EQUIPMENT, KEYS, MANUALS 4 CERTIFICATIONS, 1.4.4.1. UPON COMPLETION OF THE CONTRACTOR'S MAINTENANCE PERIOD, THE CONTRACTOR SHALL PROVIDE THE FOLLOV'IING EQUIPMENT, (2) STANDARD QUICK COUPLING KEYS AND MATCHING SHIYELS FOR POTABLE V'IATER IRRIGATION SYSTEMS. (2) ACME THREAD QUICK COUPLING KEYS AND MATCHING SHIYELS FOR RECYCLED HATER IRRIGATION SYSTEMS. (2) SETS OF TOOLS REQUIRED FOR SERVICING AND/OR ADJUSTING EACH SPRINKLER AND VALVE TYPE. 1.4.4.2. THE CONTRACTOR SHALL PROVIDE THO SETS OF KEYS FOR EACH CONTROLLER ENCLOSURE. 1.4.4.3. THE CONTRACTOR SHALL PROVIDE THO SETS OF SERVICE MANUALS FOR ALL IRRIGATION EQUIPMENT INSTALLED. 1.4.4.4. BAGKFLOH PREYENTERS SHALL BE TESTED BY A CERTIFIED TESTER AND THE RESULTS MUST BE GIVEN TO THE OHNER AND HATER DISTRICT. 1.4.5. GUARANTEES, 1.4.5.1. CONTRACTOR SHALL FURNISH A HRITTEN GUARANTEE IN ACCORDANCE HITH THE GENERAL CONDITIONS, FOR A PERIOD OF ONE (I) YEAR FROM THE DATE OF FINAL ACCEPTANCE AND CON- CLUSION OF THE MAINTENANCE PERIOD. GUARANTEE SHALL COYER THE COMPLETE IRRIGATION SYSTEM, INCLUDING SETTLING OF THE EIAGKFILL IN TRENCHES AND REPAIRS AND/OR REPLACEMENT OF ANY MATERIAL DAMAGED THEREBY OR THEREFROM. 1.4.5.2. MANUFACTURER'S V'IARRANTIES SHALL NOT RELIEVE THE CONTRACTOR OF HIS LIABILITY UNDER THE GUARANTEE. SUCH HARRANTY SHALL ONLY SUPPLEMENT THE GUARANTEE. PART 2 -REG Y CLED V'IA TER NOTES 2.1. CARLSBAD MUNICIPAL V'IATER DISTRICT, 2.1.1. ALL ON-SITE IRRIGATION IMPROVEMENTS SHOHN ON THESE PLANS ARE PART OF A RECYCLED V'IATER DISTRIBUTION SYSTEM. NO GONSTRUGTION HILL BE ALLOHED UNTIL ALL APPROVALS HAYE BEEN OBTAINED. 2.1.2. GROSS GONNEGTIONS BETV'IEEN RECYCLED HATER LINES AND POTABLE V'IATER LINES ARE STRICTLY PROHIBITED. 2.1.3. USE Of RECYCLED HATER SHALL BE ADHERE TO TITLE 22, DIVISION 4, CHAPTER 3 OF THE CALIFORNIA CODE Of REGULATIONS AND CURRENT RULES, REGULATIONS AND SPECIFICATIONS OF THE DISTRICT. 2.1.4. THE CITY INSPECTOR SHALL BE NOTIFIED 42> HOURS (2 HORKING DAYS) PRIOR TO THE START OF CONSTRUCTION. ALL HORK PERFORMED HITHOUT BENEFIT Of INSPECTION SHALL BE SUBJECT TO REJECTION AND REMOVAL. 2.1.S. PUBLIC FACILITIES, SUCH AS DRINKING AND DECORATIVE FOUNTAINS, COMFORT STATION, PLAYGROUND EQUIPMENT, ETC., DO NOT EXIST ON THIS PROJECT. 2.1.6. ALL ON-SITE RECYCLED V'IATER IRRIGATION PIPING, AND ON-SITE POTABLE V'IATER PIPING INSTALLED UNDER THIS DESIGN SHALL BE IDENTIFIED IN ACCORDANCE HITH THE DISTRICT STANDARD SPECIFICATIONS. 2.1.1. ALL ON-SITE RECYCLED HATER PIPING SHALL BE PURPLE COLORED PVC, CONTINUOUSLY STENCILED ON OPPOSITE SIDES Of THE PIPE HITH THE HORDS "CAUTION -RECYCLED V'IATER". APPROVED MANUFACTURERS MANUFACTURE'S OF THIS PIPE CAN BE FOUND IN THE DISTRICTS' "APPROVED MATERIALS LIST". BEN CI-IMI\RK: NO{Efl [LE'CTRON!C DA TA FILE'S AR[ FOR R[ffR[NC[ ONLY ANO AR[ NOT TO 8[ USlV FOf/ HOfl/ZONfAL OIi VtTl!IC:41 SVf/VEY CONTf/OL DESCRIPTION: 4" PLASTIC CAP (S.D. CO. CONTROL PT. T-/J01) LOCATION: [AST OF RAILROAD TRACK IN RAILf/DAD f/.0.W 500FT. NOf/Tfl OF PALOMAR AIRPORT ROAD RECORD FROM: 1980 ADJ ELEVATION: 46.67 IJ.S.l. 2.1.2>. EACH AUTOMATIC CONTROLLER AND ITS ASSOCIATED EQUIPMENT SHALL BE IDENTIFIED HITH A SIGN BEARING THE V'IORDS "RECYCLED V'IATER USED FOR IRRIGATION" IN ENGLISH AND SPANISH, HITH BLACK LETTERS AT LEAST ONE INCH HIGH ON A PURPLE, PANTONE 512, EIAGKGROUND. THE SIGN SHALL B~ SO PLACED AS TO BE READILY SEEN BY ANY OPERATIONS PERSONNEL UTILIZING THE EQUIPMEN r. 2.1.'l. THE CON CRAG TOR SHALL ADJUST ALL SPRINKLER HEADS FOR OPTIMUM PERFORMANCE. THIS SHALL INCLUC: THROTTLING THE FLOY1 CONTROL AT EACH VALVE TO OBTAIN THE OPTIMUM OPERATING F' U:SSURE FOR EAGH SYSTEM. CONDITIONS THAT CAUSE OYERSPRAY, PONDING, OR RUNOFF SHAL.. BE ELIMINATED. ADJl)ST SYSTEM TO AVOID THESE CONDITIONS. 2.1.IO. THE IRR GATION SYSTEM HAS BEEN DESIGNED TO AND SHALL BE OPERATED EIETV'IEEN THE HOURS OF IO, )0 P.M. AND 6,00 A.M. UNLESS OTHERHISE APPROVED BY THE DISTRICT. 2.1.11. NO SUBS "ITUTION OF PIPE MATERIALS V'IILL BE ALLOHED HITHOUT PRIOR APPROVAL Of THE DISTRICT 2.1.12. AN INITI ~L AND ANNUAL CROSS-CONNECTION INSPECTION Y11LL BE DONE AT SITES Y11TH BOTH POTAEIL ': AND RECYCLED HATER SERVICED BY THE DISTRICT AND/OR THE SAN DIEGO COUNTY DEPP .RTMENT OF ENVIRONMENTAL HEALTH. COPIES Of INSPECTION REPORTS HILL BE FORV'IARDED ro THE NON-INSPECTING PARTY. 2.1.13. FAILURE TO COMPLY HITH THE DISTRICT'S RULES AND REGULATIONS IS A VIOLATION AND COULD RESULT IN SUSPENSION OF SERVICE UNTIL THE APPROPRIATE CORRECTIVE STEPS HAVE BEEN TAKEN. 2.1.14. HHEN RECYCLED V'IATER BECOMES AVAILABLE, AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNATED IN HRITING. THIS INDIVIDUAL SHALL BE FAMILIAR HITH PLUMBING SYSTEMS HITHIN THE PROPERTY, HITH THE BASIC CONCEPTS OF EIACKFLOY'VCROSS CONNECTION PROTECTION, THE RECYCLED PURVEYOR'S RULES AND REGULATIONS AND THE SPECIFIC REQUIREMENTS Of A REGYGLED HATER SYSTEM. COPIES OF THE DESIGNATION, HITH CONTACT PHONE NUMBERS SHALL BE PROVIDED TO THE OLIVENHAIN MUNIGIFAL HATER DISTRICT AND SAN DIEGO COUNTY DEPT. OF ENVIRONMENTAL HEALTH. 2.1.15. BEST MANAGEMENT PRACTICES SHALL BE USED TO ELIMINATE OR CONTROL TO THE BEST EXTENT POSSIBLE PONDING, RUN-Off, OYER-SPRAY AND MISTING. 2.1.16. RECYCLED V'IATER QUICK COUPLING VALVES SHALL BE OF A TYPE DESIGNATED FOR FOR USE ON RECYCLED V'IATER DISTRIBUTION SYSTEMS (SPIKES NOT INTERCHANGEABLE r'IITH POTABLE HATER QUICK COUPLING VALVE SPIKES) PER OLIYENHAIN MUNICIPAL HATER DISTRICT'S REGULATIONS. 2.1.11. IN CASE Of AN EMERGENCY, CONTACT, MIGHAEL UGAR AT 160-2,04-1514. OR AFTER HOURS, CONTACT, MICHAEL UGAR AT 160-2>04-1514. ' LONG TERM MAINTENANCE SUPERVISOR AND GONTAGT PHONE NUMBERS SHALL BE PROVIDED ON RECORD DRAY11NGS. 2.2. DEPARTMENT OF ENVIRONMENTAL HEALTH SUPPLEMENTAL NOTES, 2.2.1. ALL HORK SHALL BE DONE IN ACCORDANCE Y11TH THE CARLSBAD MUNICIPAL V'IATER DISTRICT'S RULES AND REGULATIONS. 2.2.2. NON-DESIGNATED USE AREAS SHALL BE PROTECTED FROM CONTACT HITH RECYCLED HATER, Y1HETHER BY HINDEILOHN SPRAY OR BY DIRECT APPLICATION THROUGH IRRIGATION OR OTHER USE. LACK Of PROTECTION, HHETHER BY DESIGN, CONSTRUCTION PRACTICE OR SYSTEM OPERATION, IS STRICTLY FORBIDDEN. 2.2.3. IRRIGATION HEADS SHALL BE LOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE SPRAYING ON SIDEV'IALKS STREETS AND NON-DESIGNATED USE AREAS. ' 2.2.4. ON RECYCLED V'IATER SYSTEMS, ALL APPURTENANCES (SPRINKLER HEADS, VALVE BOXES, ETC.) SHALL BE COLOR CODED PURPLE PER AV'lr'IA GUIDELINES AND SECTION 1162>15 OF THE CALIFORNIA HEAL TH AND SAFETY CODE. 2.2.5. ALL MAINTENANCE PERSONNEL MUST BE EDUCATED ON A CONTINUOUS BASIS Of THE PRESENCE OF REGYGLED V'IATER. PERSONNEL MUST BE INFORMED THAT THE RECYCLED V'IATER IS MEANT FOR IRRIGATION PURPOSES ONLY AND IS NOT APPROVED FOR DRINKING PURPOSES, HAND V'IASHING AND CLEANING OF TOOLS. 2.2.6. A PHYSICAL SEPARATION SHALL BE PROVIDED EIETHEEN ADJACENT AREAS IRRIGATED HITH RECYCLED HATER AND POTABLE HATER. SEPARATION SHALL BE PROVIDED BY DISTANCE, CONCRETE MOH STRIP OR OTHER APPROVED METHODS. PART S -SE!< VICES 3.1. V'IATER SE ?.VICE, 3.1.1. POINT OF CONNECTION SHOHN ON PLANS IS APPROXIMATE. CONTRACTOR SHALL COORDI- NATE HITH OY NER'S AUTHORIZED REPRESENTATIVE AND GOVERNING Y1ATER DISTRICT TO HAYE HATER AVAILABLE Y1HEN REQUIRED. 3.1.2. INDIYIDL \LLY OHNED, ACCESSED OR MAINTAINED AREAS SHALL BE SEPARATELY METERED AND CONTROi LED. 3.1.3. EACH POINT OF CONNECTION SHALL BE SERVICED BY A BAGKFLOH PREVENTION DEVICE, LOCATED DOHN STREAM OF THE METER AND APPROVED BY THE GITY OF CARLSBAD, OLIVENHAIN MUNICIPAL HATER DISTRICT, AND THE COUNTY Of SAN DIEGO DEPARTMENT Of ENVIRONMENTAL HEALTH. 3.2. ELECTRICAL SERVICE, 3.2.1. POINT OF CONNECTION SHOHN ON PLANS IS APPROXIMATE. CONTRACTOR SHALL COORDINATE HITH OHNER'S AUTHORIZED REPRESENTATIVE TO HAVE POHER AVAILABLE HHEN REQUIRED. 3.2.2. INDIYIDUALL Y OHNED, ACCESSED OR MAINTAINED AREAS SHALL BE SEPARATELY METERED AND CONTROLLED. 3.2.3. CONTROLLERS SHALL OPERATE ON SINGLE PHASE, 110 TO 120 VOLT, 60 CYCLE, ALTERNATING CURRENT AND "UL" LISTED. 3.2.4. CONTROLLERS SHALL BE ENCLOSED IN A U.L. LISTED HEATHERPROOF GORROSION-RESISTANT ENCLOSURE HITH LOCKING COYER. 3.2.S. CONDUIT FOR 120 VOLT AND 24 VOLT HIRING SHALL BE APPROVED BY GOVERNING BUILDING GODES FOR ELECTRICAL SERVICE. PART 4 -PRODUCTS 4.1. IRRIGATION PIPE AND FITTINGS, 4.1.1. COPPER PIPE AND FITTINGS, 4.1.1.1. PIPE EIETV'IEEN THE METER AND THE BACKFLOH PREVENTION DEVICE SHALL BE HARD COPPER, TYPE "K". 4.1.1.2. FOR GOFFER TUBING, ANSI 5 16.22 HROUGHT GOFFER OR CAST BRASS, RECESSED SOLDER JOINT TYPE FITTINGS. 4.1.2. BRASS PIPE AND FITTINGS, 4.1.2.I. BRASS PIPE, BRASS PIPE SHALL BE IFS STANDARD HEIGHT 125 POUNDS, % RED BRASS. 4.1.2.2. BRASS PIPE FITTINGS AND CONNECTIONS, STANDARD 125 POUND CLASS B5 % RED BRASS FITTINGS AND CONNECTIONS. 4.1.3. POL YYINYL CHLORIDE /PVC) AND FITTINGS, 4.1.3.1. ALL ON-SITE RECYCLED HATER IRRIGATION PIPING, AND ON-SITE POTABLE V'IATER PIPING INSTALLED UNDER THIS DESIGN SHALL BE IDENTIFIED IN ACCORDANCE HITH THE DISTRICT'S STANDARD SPECIFICATIONS. 4.1.3.2. ALL ON-SITE RECYCLED HATER PIPING SHALL BE PURPLE COLORED PVC, CONTINUOUSLY STENCILED O~l OPPOSITE SIDES OF THE PIPE HITH THE HORDS 'CAUTION RECYCLED V'IATER'. PAGIFIC PLA\'TIG CYCLE SLOH RECYCLED V'IATER PIPE OR EQUAL. 4.1.3.3. PRESSURE SUPPLY LINES, FOR PIPING UPSTREAM OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL THO (2) INCH AND LARGER SIZED PIPE SHALL BE CLASS 315 POL YYINYL CHLORIDE (PVC). ALL 1-1/2 INCH AND SMALLER SIZED PIPE SHALL BE TYPE I, GRADE 2, DESIGNATED AS PVC 1220, SCHEDULE 40. 4.1.3.4. FOR IRRIGATED AREAS V'IITHIN A HOME OHNER'S ASSOCIATION MAINTAINED AREA, ALL NON-PRESSURE PIPING DOHNSTREAM OF REMOTE CONTROL VALVES, TYPE I, GRADE 2 (IMPACT MODIFIED), AS DESIGNATED AS PVC 1220, GLASS 200, (SDR 21), CONFORMING TO COMMERCIAL STANDARDS GS 256-63. 1/2" PURPLE PIPE IS NOT PERMITTED. /FOR RECYCLED V'IATER) 4.1.3.5. IDENTIFIGATION, FURNISH PLASTIC PIPE CONTINUOUSLY AND PERMANENTLY MARKED Y11TH FOLLOHING INFORMATION, MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND TYPE OF PIPE, HORKING PRESSURE AT 13.4 DEGREES F., AND NATIONAL SANITATION FOUNDATION (NSF) RATING. 4.1.3.6. SLEEVES SERVICING HATER LINES AND ELECTRICAL CONDUIT SHALL BE SCHEDULE 2>0 PVC. 4.1.3.1. POL YYINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS, TYPE II, GRADE I, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR PIPING TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE FOR EITHER SOLVENT HELD OR SCREV'IED CONNECTIONS. MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS PERMANENTLY MARKED HITH FOLLOY-IING INFORMATION, NOMINAL FIFE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC FITTING SHALL CONFORM TO ASTM D2464 AND D2466. 4.1.3.2>. SOLVENT CEMENTS SHALL COMPLY HITH ASTM D2564. SOCKET JOINTS SHALL BE MADE PER RECOMMENDED PROCEDURES FOR JOINING PVC PLASTIC PIPE AND FITTINGS HITH PVC SOLVENT CEMENT BY THE PIPE AND FITTING MANUFACTURER AND PROCEDURES OUTLINED IN THE APPENDIX OF ASTM D2564. 4.1.3.'l. THREAD LUBRICANT SHALL BE TEFLON RIBBON-TYPE, OR APPROVED EQUAL, SUITABLE FOR THREADED INSTALLATIONS AS PER MANUFACTURER'S RECOMMENDATIONS. 4.1.3.10. NO CLOSE NIPPLES SHALL BE USED. 4.2. VALVES, 4.2.1. MASTER CONTROL VALVES, 4.2.1.1. MASTER GONTROL VALVES SHALL BE AS SPECIFIED IN DRAHINGS. 4.2.1.2. MASTER CONTROL VALVES SHALL NORMALLY CLOSED VALVES AND OPERABLE MANUALLY HITHOUT ELECTRICITY. 4.2.2. REMOTE CONTROL VALVES, 4.2.2.1. REMOTE CONTROL VALVES SHALL BE AS SPECIFIED IN DRAHINGS. 4.2.2.2. VALVES SHALL BE OPERABLE MANUALLY HITHOUT ELECTRICITY. THE VALVE SHALL HAVE A PRESSURE REGULATING MODULE CAPABLE Of REGULATING OUTLET PRESSURE BETV'IEEN 15 AND 100 P.S.I. (+ 5 P.S.I.). MODULE SHALL HAYE AN ADJUSTING SCREH FOR SETTING PRESSURE AND A SCHRADER VALVE CONNECTION FOR MONITORING PRESSURE. PRESSURE REGU- LATOR SHALL BE ADJUSTED AT EACH VALVE FOR PROPER DOHNSTREAM PRESSURE REQUIRED. 4.2.3. QUICK COUPLING VALVES, 4.2.3.l. QUICK COUPLING VALVES SHALL BE I" SIZE, BRASS AND AS SPECIFIED ON THE DRAHINGS. 4.2.3.2. QUICK COUPLING VALVES SERVICING POTABLE V'IATER IRRIGATION SYSTEMS SHALL HAYE A STANDARD KEY AND BODY HITH LOCKING YELLOH RUBBER GOYER. 4.2.3.3. QUIGK COUPLING VALVES SERVICING RECYCLED V'IATER IRRIGATION SYSTEMS SHALL HAVE AN ACME THREADED KEY AND BODY HITH LOCKING PURPLE RUBBER GOYER. COYER SHALL BE MARKED "DO NOT DRINK" IN SPANISH AND ENGLISH. 4.2.3.4. QUICK COUPLING KEY SHALL BE Of BRASS/BRONZE HITH A HOSE E\15 ASSEMBLY. SUPPLY THO (2) HOSE 515 ASSEMBLIES FOR EAGH TYPE OF QUICK COUPLING VALVE USED. 4.2.4. BALL VALVES, 4.2.4.1. BALL VALVES SHALL BE AS SPECIFIED IN DRAY11NGS. 4.2.5. CHECK VALVES, 4.2.5.1. CHECK VALVES AND/OR ANTI-DRAIN VALVES SHALL BE REQUIRED TO PREVENT LOH HEAD DRAINAGE OF IRRIGATION HATER FROM SPRINKLER SYSTEM DUE TO CHANGES IN ELEVATION 4.2.5.2. CHECK VALVES SHALL BE HUNTER HGV-SERIES. 4.3. VALVE AND PULL BOXES, 4.3.1. REMOTE CONTROL VALVE BOXES FOR POTABLE V'IATER IRRIGATION SYSTEMS SHALL BE 10" XI'!' NOM. PLASTIC VALVE' BOXES, MANUFACTURED BY AMETEK, PART #110106, OR EQUAL. 4.3.2. REMOTE CONTROL VALVE BOXES FOR RECYCLED HATER IRRIGATION SYSTEMS SHALL BE 10" XI'!" NOM. PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #110131, OR EQUAL. 4.3.3. BALL VALVE BOXES FOR POTABLE V'IATER IRRIGATION SYSTEMS SHALL BE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #IBII04, OR EQUAL. 4.5.4. BALL VALVE BOXES FOR RECYCLED V'IATER IRRIGATION SYSTEMS SHALL BE PURPLE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #IBll13, OR EQUAL. 4.S.5. FULL BOXES FOR POTABLE V'IATER IRRIGATION SYSTEMS SHALL BE PURPLE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #12>1104, OR EQUAL. 4.3.6. PULL BOXES FOR RECYCLED V'IATER IRRIGATION SYSTEMS SHALL BE PLASTIC VALVE BOXES, MANUFACTURED BY AMETEK, PART #12,1113, OR EQUAL. 4.4. SPRINKLERS, 4.4.1. SPRINKLER HEADS SHALL BE OF THE TYPES AND SIZES HITH DIAMETER (OR RADIUS) OF THROH, PRESSURE, NOZZLE DISCHARGE AND/OR OTHER DESIGNATIONS INDICATED ON THE DRAHI NGS. 4.4.2. ALL SPRINKLER HEADS OF THE SAME TYPE AND SIZE SHALL BE OF THE SAME MANU- FACTURER. HEADS SHALL BE EQUIPPED HITH ALL OPTIONS AND EQUIPMENT PER THE IRRIGATION LEGEND. 4.4.3. ALL SPRINKLER HEADS SHALL BE EQUIPPED HITH A MANUFACTURER INSTALLED INTERNAL CHECK VALVE, HHEN AVAILABLE. 4.4.4. ALL SPRINKLER HEADS USED ON RECYCLED Y1ATER SYSTEMS SHALL BE EQUIPPED HITH MANUFACTURER'S PURPLE COVERS. 4.5. DRIP IRRIGATION EMITTERS 4.5.1. THE EMITTER SHALL HAYE A 1/2 INCH FEMALE NATIONAL PIPE THREAD (FNPT) INLET FOR CONNECTING TO THE PIPING SYSTEM. 4.5.2. THE EMITTER SHALL BE A PRESSURE COMPENSATING TYPE CAPABLE OF HAYING A DISCHARGE RA TE FROM .5 TO 6 GALLONS PER HOUR, HITH ONLY ONE OUTLET OPEN INITIALLY AND THE PROVISION FOR ADDING ADDITIONAL OUTLETS. 4.5.3. THE EMITTER SHALL OPERATE HITHIN A PRESSURE RANGE OF $ -60 P.S.I. 4.5.4. THE EMITTER BODY SHALL BE CONSTRUCTED OF DURABLE HEAT-RESISTANT AGETYL PLASTIC (UY RESISTANT). THE FLOY1 REGULATING DIAPHRAGM SHALL BE OF SILICONE RUBBER. 4.5.5. THE EMITTER SHALL BE CAPABLE OF OPERATING HITH 140 MESH FILTRATION. 4.5.6. PRODUCTS, THE EMITTER SHALL BE MANUFACTURED BY OLSON OR APPROVED EQUIVALENT. 4.6. 5ACKFLOY1 PREVENTION DEVICES, 4.6.1. REDUCED PRESSURE PRINCIPLE EIACKFLOH PREVENTERS SHALL BE BRASS, BRONZE, OR EPOXY COATED CAST-IRON BODIES HITH ALL BRONZE OR STAINLESS STEEL TRIM AND ALL MOVING PARTS OF NON-CORROSIVE MATERIALS AND SHALL COMPLETELY AND POSITIYEL Y PREVENT BACK-SIPHONING OF V'IATER. THE EIACKFLOH PREVENTER ASSEMEIL Y SHAFT INCLUDES INLET AND DISCHARGE SHUTOFF BALL Y AL YES V'IITH ALL RISERS, CONNECTORS, AND APPURTENANCES OF CLASS I RED BRASS PIPE, CONFORMING TO f"'lf"'l-P-351, AND RED BRASS FITTINGS HITH PRESSURE RATING I CONFORMING TO Y1H-P-460. EIACKFLOH PREYENTERS SHALL BE Of THE TYPE AND SIZE DESl0NATED ON THE DRAHINGS. 4.6.2. ATMOSPHERIC AND ANTI-SIPHON EIAGKFLOH FREVENTERS SHALL BE BRASS HITH NON- CORROSIVE PARTS AND SHALL COMPLETELY AND FOSITIVEL Y PREVENT BACK-SIPHONING OF V'IATER. ANTI-SIPHON VALVES SHALL BE CONVERTIBLE TO AUTOMATIC CONTROL. BACKFLOH PREYENTERS SHALL BE TYPE AND SIZE AS DESIGNATED ON THE DRAHINGS. 4.1. PRESSURE REGULATION DEVICES, 4.1.1. PRESSURE REGULATION DE'/ICE SHALL BE AS SPECIFIED IN DRAHINGS. 4.8. CONCRETE THRUST BLOCK AND SUPPORTS, 4.8.1. ALL CONCRETE HORK SHALL BE 2,000 PSI MINIMUM COMPRESSIVE STRENGTH AT THENTY- EIGHT (22>) DAYS, 5 SAGK MIX, TOOL FINISHED ON EXPOSED SURFACES. 4.'l. AUTOMATIC CONTROL SYSTEM, 4.'1.1. CONTRACTOR SHALL FURNISH LOH VOLTAGE SYSTEM MANUFACTURED EXPRESSLY FOR CONTROL Of AUTOMATIC CIRCUIT VALVES OF UNDERGROUND IRRIGATION SYSTEMS. PROVIDE UNIT OF CAPACITY TO SUIT NUMBER OF CIRCUITS AS INDICATED. 4.'1.2. AUTOMATIC CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE HITH ALL ELECTRICAL CONNECTIONS, READY FOR OPERATION, AND HITH OPTIONS SPECIFIED HEREIN. 4.'l.2.1. AUTOMATIC CONTROLLER SHALL BE AS SPECIFIED IN DRAHINGS. 4.'l.2.2. UNIT SHALL HAYE AN INPUT Of II0/120 VOLT, 60 GYCLE, BE GOMPLETEL Y AUTOMATIC AND SHALL FUNCTION OPTIONALLY HITH OR HITHOUT THE CLOCK. UNIT SHALL HAYE A SECONDARY OUTPUT OF 24/28 VOLT, 60 CYCLE. 4.'1.2.S. ANY STATION MAY BE REPEATED INDEPENrJENTLY IN ANY 24 HOURS. 4.'l.2.4. STATIONS SHALL BE ADJUSTABLE TO I MINUTE TO 5'! MINUTES. 4.'l.2.5. MECHANISM SHALL BE HOUSED IN A STURDY, VANDAL-PROOF ENCLOSURE, MANUFACTURED OF 14 GAUGE STEEL, OR CASE ALUMINUM; FURNISHED FOR MAXIMUM PROTECTION, AS GALLED FOR ON THE DRAHINGS (SIZE AS REQUIRED) 4.10. AUTOMATIC CONTROL r'IIRE, 4.10.1. DIRECT BURIAL COPPER r'IIRE AHG-U.f. 600 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE, RATED FOR DIRECT BURIAL APPLICATION. 4.10.2. USE U.L. APPROVED, MINIMUM 14 GAUGE FOR PILOT AND SPARE HIRES FOR HIRE RUNS IN LESS THAN 1,200 LINEAL FEET. 4.10.3. USE U.L. APPROVED, MINIMUM 12 GAUGE FOR PILOT AND SPARE HIRES FOR HIRE RUNS IN EXCESS OF 1,200 LINEAL FEET. 4.10.4. USE U.L. APPROVED, MINIMUM 12 GAUGE FOR COMMON HIRES. 4.10.S. PILOT HIRES SHALL NOT BE HHITE OR RED AND MUST BE UNIQUE IN COLOR FROM ANY OTHER PILOT HIRE ON THE SAME CONTROL SYSTEM. 4.IOh. COMMON r'IIRES SHALL BE GOLORED HHITE. 4.10.1. SPARE HIRES SHALL BE COLORED RED. 4.11. FLOH SENSING DEVICE, 4.11.1. FLOH SENSING DEYIGE SHALL BE AS SPECIFIED IN DRAHINGS. 4.12. RAIN SENSING DEVICE, 4.12.1. RAIN SENSING DEVICE SHALL BE AS SPECIFIED IN DRA}'{INGS. 4.IB. SOIL MOISTURE SENSING DEVICE, 4.13.1. SOIL MOISTURE SENSING DEVICE SHALL BE _AS SPECIFIED IN DRAHINGS. 4.13.2. THE DEVICE SHALL BE SOLID STATE AND INSTALLED PER MANUFACTURERS SPECS. ADL----LlZ _ _,1_m:)@BJ PLANNING ~iiLlZ As SOC I ATES ffl!lfflllt,sa~l\i/::'.[\:\· ~-=@filj 122 F CARLSBAD FIRE DEPAR RE(lU!REli .''"S NO. OF F.H.(S) · c FLOW, __ G.P.M. 0 _F.H.(S). BLDG. SPRINKLED YES .. F.FLO __ G.P.M. IT LAND PLANl'-!ING LANDSCAPE ARCHITECTURE 29 79 STATE STREET SUITE "c" C A R L S B A D, C A. 9 2 O O 8 (760)129-8637 FAX:(760)729-al24 DRAWN BY:J.0./ S.M. DATE: 9/7/05 -9/20/05 -6/19/06 "AS BUILT" ~ ?-',>b,Of RCE ~---EXP. !)-'?/ -II DATE REVIEWED BY: ,,1. I ,,...,..., ~ .tr .. J;. -1 Ii~ /4, INSPECTOR/ DATE -~ CITY OF CARLSBAD ~ l---l---+----------------1----1---+--+----I ~ ENGINEERING DEPARTMENT ~ .-----------.----------1~:---rN_I_N_G_D_E_PA_R_T_M-EN-rl-, -AI-JI-) -,-::-t;-~~-!~~_j;-~~~~~~~~~~~~~-·;-_-_-_-_-_--11----_--+r_-_--JT_-_-_-+1----l1 1\lsorES IO;JI, 0 ~~ DESIGNED BY: ~S=.K~. __ DATE: JAN. 2005 ............... ~L=A==N==Ds==c.==A:..;P[:;=U=.F.:::D/.::,IN==/U::P::::'R::::O::VF,::::M,:::F,::N:::T=P::1.A::f=./S=F,==O::::R=.-=='..:::==::; NORTH COAST CAL VARY CHAPEL ,,::;> <,'0 'Ii. , 4;<,7< ~ / :? DRAWN BY: 8.0'0. J.B. SCALE: AS SHOWN E: / / <2/ :<,', 'J~ ''¼c (SIGNE~ /;:; '"' ''t, c;_ PROJECT MGR.: K.H. JOB NO.: 97-1039 p , ,' rnc!'Oll co NO. 6( 223 ~ C O N S U L T ,6 NT S ~-------"--' 'ci EXP. 6/2 J/08 ~;J cr.,'L . . ~ 4..,f',DNf2A /) c. HAMM -~ ( 6 ' RCE330i,'l EXPIRES /o-'30-0ll CITY ENGINEER DAE Suite 1 DO Planning " DWN BY: PROJECT NO. DRAWING NO. Jlq-1.; c1v1 . '<:.-0,'t-' Carlsbad, California 92008 Processing DATE IN!TIAL DATE INITIAL DATE INITIAL CHKD BY:M ~U\~ * * 27"!0 Loker Avenue West Civil Engineering ENGINEER OF WORK: L'•'D) ·"~"TE: / / (' or CA,\'c,'<' 760-931-7700 Sucveying DATE: REC ENGINEER OF Wor<K REVISION DESCRIPTlON OTHER APPROVAL CITY APPROVAL RVWD BY: \)flt. ' CUP 04-05 429-5 L __________________________________________________ _!===F=o=x:=·=16=0=-=93=· 1=-=8=6=8D=======::!=K=E=IT=H=W=·=H=A=NS=E=N======R=C='E=: =6=0=22:3:::::::!~~=====~====~(P:J<~JN~'l'~N:A:Me~··)====~~"-;d:::,;;;,:::.b===~~~~~=~~-~~~===d~::~=:~b~~=:~b;;;;;;;;~~;;;';;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;J.J ) '· ) SPECIFICATIONS CONT. 4.13.3. THE DEVICES SHALL BE LOCATED PER THE DRAY'!INGS AND SUBJECT TO FIELD APPROVAL BY THE LANDSCAPE ARCHITECT. 4.14. IDENTIFICATION TAPE, 4.14.1. MARKER TAPE FOR SLEEVES SHALL BE METALLIC BASED 5" Y'!IDE LOCATING TAPE MARKED "IRRIGATION" IN TY'!O INCH PURPLE LETTERS AT THREE FEET ON CENTER 4.14.2. NOT REQUIRED. 4.15. RECYCLED Y'!ATER TAG, 4.15.1. RECYCLED Y'!ATER IDENTIFICATIONS TAGS SHALL BE Y'!EATHERPROOF PLASTIC 3" X 4", PURPLE IN COLOR Y'!ITH THE Y'!ORDS IN BLACK READING, "CAUTION -RECYCLED Y'!ATER -DO NOT DRINK", IMPRINTED ON ONE SIDE AND "PELIGRO -AGUA IMPURA -NO TOME", PRINTED ON ON THE OTHER SIDE. 4.15.2. RECYCLED Y'!ATER IDENTIFICATIONS TAGS SHALL BE MANUFACTURED BY T. CHRISTY ENTERPRISES, (114) 111-4142, OR EQUAL. PART 5 -EXECUTION 5.1. SYSTEM DESIGN, 5.1.1. ALL SCALED DIMENSIONS ARE APPROXIMATE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS ON THE SITE PRIOR TO PROCEEDING Y'!ITH Y'!ORK UNDER THIS CONTRACT. 5.1.2. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING UTILITIES SUCH AS POY'!ER, TELEPHONE, DOMESTIC Y'!ATER, Y'!ATER, AND TILE DRAINS. EXTREME CARE SHALL BE TAKEN BY THE CONTRACTOR Y'!HEN EXCAVATING OR Y'IORKING IN THESE AREAS AND COORDINATION AND COOPERATION BETY'!EEN THE OY'!NER'S REPRESENTATIVE AND THE CONTRACTOR IS REQUIRED AS THE Y'lORK PROGRESSES TO THE AREA CONTRACTOR SHALL GIVE 24 HOURS NOTICE TO REPRESENTATIVE AS Y'!ORK PROGRESSES TO UNDERGROUND UTILITY AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES. 5.1.5. SHOULD UTILITIES NOT LOCATED OR MARKED BE FOUND DURING EXCAVATION, THE CONTRACTOR SHALL PROMPTLY NOTIFY THE OY'!NER AND SHALL DISCONTINUE Y'IITH Y'lORK IN THE AREA1,EXCEPT NECESSARY EMERGENCY Y'lORK, TO REPAIR OR PREVENT DAMAGE UNTIL INSTRvCTIONS ARE GIVEN TO THE CONTRACTOR BY THE OY'INER'S REPRESENTATIVE. 5.1.4. FAILURE TO NOTIFY THE OY'lNER OF DISCOVERY OF SUCH UTILITIES OR DAMAGE THERETO Y'!ILL RESULT IN THE CONTRACTOR BEING LIABLE FOR ANY AND ALL DAMAGE CAUSED TO THE UTILITIES AS A RESULT OF HIS ACTIONS. 5.1.5. THE CONTRACTOR SHALL, BEFORE STARTING Y'!ORK ON THE SPRINKLER SYSTEM, CAREFULLY ALL FINISH GRADES IN ORDER TO SATISFY HIMSELF THAT HE MAY PROCEED Y'!ITH THE Y'!ORK, AND TO RESTORE FINISH GRADES TO ORIGINAL CONTOURS BEFORE COMPLETION. 5.1.6. INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING PIPE, SHALL BE COORDINATED vtl THE LANDSCAPE DRAY'!INGS TO AVOID INTERFERING V'VTHE TREES, SHRUBS, OR OTHER PLANTING. 5.1.1. LAY OUT SPRINKLER HEADS AND MAKE ANY MINOR ADJUSTMENTS REQUIRED DUE TO DIFFERENCE BETY'!EEN SITE AND DRAY'!INGS. ANY SUCH DEVIATIONS IN LAYOUT SHALL BE Y'llTHIN THE INTENT OF THE ORIGINAL DRAY'!INGS, AND Y'llTHOUT ADDITIONAL COST TO THE OV'<NER, THE LAYOUT SHALL BE APPROVED BEFORE INSTALLATION, 5.1.8. DO NOT V'<ILLFULLY INSTALL THE SPRINKLER SYSTEM AS INDICATED ON THE DRAY'!ING Y'!HEN IT IS OBVIOUS IN THE FIELD THAT PREVIOUSLY UNKNOV'<N OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAYE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 5.1.9. 1-'lATER SUPPLY, THE CONTRACTOR SHALL CONNECT TO THE 1-'lATER SOURCE AS INDICATED ON THE DRAHINGS THE CONTRACTOR SHALL VERIFY STATIC PRESSURE AS STATED ON THE PLANS PRIOR TO BEGINNING.HORK. IF STATIC PRESSURE OR POINT OF CONNECTION DIFFER FROM THAT SHOl-'lN ON THE PLANS, THE CONTRACTOR HILL PROMPTLY NOTIFY LANDSCAPE ARCHITECT BEFORE STARTING V'<ORK. 5.1.IO. HORKMANSHIP AND PROCEDURE, THE ROUTING OF THE PRESSURE SUPPLY LINES AS INDICATED ON THE DRAHINGS IS DIAGRAMMATIC. LOCATE ALL PRESSURE SUPPLY LINES IN PLANTING AREAS. CROSS PERPENDICULAR UNDER PAVEMENT IN A SLEEVE AS DESCRIBED IN THESE SPECIFICATIONS. PART 6 -INSTALLATION, 6.1. GENERAL, 6.1.1. PLANS ARE DIAGRAMMATIC. ALL PIPING, VALVE BOXES, AND ASSOCIATED EQUIPMENT SHALL BE LOCATED IN LANDSCAPE AREAS. NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN HARDSCAPE, GROUP VALVE BOXES TOGETHER AND LOCATE IN SHRUB AREAS, 1-'lHENEYER POSSIBLE. 6.1.2. UNLESS OTHERl-'llSE INDICATED, COMPLY HITH REQUIREMENTS OF UNIFORM PLUMBING CODE. 6.1.3. PLJ,NT MATERIAL 24" BOX SIZE AND LARGER SHALL BE PLANTED PRIOR TO THE INSTALLATION OF IRRIGATION PIPING. 6.1.4. VERIFY 1-'lATER PRESSURE AT EACH POINT OF CONNECTION PRIOR TO INITIATING 1-'lORK. NOTIFY THE OHNER'S AUTHORIZED REPRESENTATIVE IF PRESSURE IS LESS THEN INDICATING ON DRAV'<INGS. CONTRACTOR IS RESPONSIBLE FOR ALL FIELD REVISIONS IF OHNER'S AUTHORIZED REPRESENTATIVE IS NOT INFORMED OF DISCREPANCIES. 6.1.5. CONNECTION TO MAIN, CONNECT TO EXISTING SERVICE LINE AT LOCATION INDICATED. 6.2. EXCAVATION OF TRENCHES, 6.2.1. EXCAVATE TRENCHES, PREPARE SUBGRADE, AND BACKFILL TO LINE AND GRADE HITH SUFFICIENT ROOM FOR PIPE FITTIN6S, TESTIN6 AND INSPECTIN6 OPERATIONS. DO NOT BACKFILL UNTIL THE PIPE SYSTEM HAS BEEN SUBJECT TO A HYDROSTATIC TEST AS SPECIFIED. 6.2.2. TRENCH DEPTH SHALL BE AS FOLLOY'lS, 6.2.2.1. RECYCLED PRESSURE SUPPLY LINE (2-1/2" I.D. PIPE AND SMALLER) 18" MIN. COYER 6.2.2.2. RECYCLED PRESSURE SUPPLY LINE /5" I.D. PIPE AND LARGER) 24" MIN. COYER 6.2.2.5. RECYCLED NON-PRESSURE LINE (2-1/2" I.D. FIFE AND SMALLER) 12" MIN. COVER. 6.2.2.4. RECYCLED NON-PRESSURE LINE (5" I.D. PIPE AND LARGER) 18" MIN. COVER. 6.2.2.5. RECYCLED PRESSURE SUPPLY LINE IN SLEEVE 50" MIN. COYER 6.2.2.6. RECYCLED NON-PRESSURE LINE IN SLEEVE 50" MIN. COYER 6.2.2.1. ELECTRICAL AND COMMUNICATION CABLE IN SLEEVE 30" MIN. 6.2.2.8. DISTRIBUTION DRIP TUBING 4" MIN. COYER. 6.2.5. SUBSOIL SHALL BE FREE OF ALL ROCKS OYER ONE (I) INCH DIAMETER, DEBRIS, AND LITTER PRIOR TO USE AS BACKFILL. 6.2.4. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE OR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT COVER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED FOR TIGHTNESS, QUALITY OF HORKMANSHIF AND MATERIALS. 6.2.5. BACKFILL TRENCHES, AFTER APPROVAL OF FIFING, HITH SUITABLE AND APPROVED MATERIAL, TAMP SOIL AROUND FIFE AND THOROUGHLY COMPACT ALL TRENCH FILLS UNTIL 90 % COMPACTION HAS BEEN ACHIEVED. 6.2.6. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL, FREE FROM ROCKS AND CLODS. PROVIDE BACKFILL UNDER, AROUND AND ABOVE TOP OF FIFE FOR PVC PLASTIC FIFE AND BRASS FIFING. 6.5. INSTALLATION OF POLYVINYL CHLORIDE PIPE, 6.5.1. BECAUSE OF THE FRAGILE NATURE OF PLASTIC PIPE AND FITTINGS, EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. 6.5.2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL USED AND SHALL BE TRANSPORTED IN A VEHICLE HITH A BED LONG ENOUGH TO ALLOY'l THE LENGTH OF FIFE TO LAY FLAT SO AS NOT BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED EXTERNAL,LOAD AT ANY POINT. 6.5.5. ANY FIFE THAT HAS BEEN DENTED OR DAMAGED SHALL BE DISCARDED UNLESS SUCH DENT OR DAMA6ED SECTION IS CUT OUT AND PIPE REJOINED Y'llTH A COUPLING. }!QTE[I BENCtLtvI1\RI(: DESCRIPTION: 4" PLASTIC CAP (SO. CO. CONTROL PT. T-/307) 6.5.4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE FINISH GRADE TO THE TOP OF THE PIPE, THE BOTTOM OF THE TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP-EDGED OBJECTS. . 6.55. PIPE ENDS AND FITTINGS SHALL BE HIPED Y'llTH "MEK" PRIMER, OR APPROVED, EQUAL, BEFORE HELDING SOLVENT IS APPLIED. Y'lELDED JOINTS SHALL BE 61YEN A MINIMUM Of 15 MINUTES TO SET BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE BEVELED TO REMOVE aJRRS AND EXCESS MATERIAL BEFORE FITTING AND GLUING TOGETHER. 6.3.6. PIPE SHALL BE SNAKED FROM SIDE-TO-SIDE OF TRENCH BOTTOM TO ALLOv-1 FOR EXPANSION AND CONTRACTION. 6.5.1. GENTER LOAD FIFE HITH SMALL AMOUNT OF BACKFILL TO PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE JOINTS EXPOSED FOR SITE OBSERVATION DURING TESTING. 6.3.8. NO HATER SHALL BE PERMITTED IN THE PIPE UNTIL SITE OBSERVATION HAS BEEN COMPLETED AND A PERIOD OF AT LEAST 24 HOURS HAS ELAPSED FOR SOLVENT HELD SETTING AND CURING. 6.3.9. PLASTIC TO METAL JOINTS SHALL BE MADE HITH PLASTIC MALE ADAPTERS, METAL NIPPLE HAND TIGHTENED, PLUS ONE TURN Y'llTH A STRAP HRENCH. 6.3.10. PLASTIC TO PLASTIC JOINTS, SOLYENT-Y'!ELD, USING SOLVENT RECOMMENDED BY FIFE MANUFACTURER ONLY. 6.5.11. SOLVENT-HELD JOINTS, ASSEMBLE FER MANUFACTURER'S RECOMMENDATIONS. 6.3.12. PROVIDE MINIMUM OF 4" OF GLEARANCE BETY'lEEN FIFES SHARING THE SAME TRENCH. 6.4. INSTALLATION OF METAL PIPE, 6.4.1. GUT BRASS PIPIN6 BY POHER HACKSAY'l, CIRCULAR CUTTING MACHINE USING AN ABRASIVE HHEEL, OR HAND HACKSAH. GUT NO PIPING i-'IITH METALLIC HHEEL CUTTER OF ANY DESCRIPTION. REAM AND REMOVE ROUGH EDGES OF BURRS FOR SMOOTH AND UNOBSTRUCTED FLOl-'I. 6.4.2. CAREFULLY AND SMOOTHLY PLACE THREAD LUBRICANT ON MALE THREAD ONLY. TIGHTEN SCREY'lED JOINTS HITH TONGS OR HRENCHES. CAULKING IS NOT PERMITTED. 6.4.3. DIELECTRIC PROTECTION, USE DIELECTRIC FITTINGS AT CONNECTION HHERE PIPES OF DISSIMILAR METAL ARE JOINED. 6.5. REMOTE CONTROL VALVES,'.. 6.5.1. Y'lHERE POSSIBLE, INSTALL REMOTE CONTROL VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOY'lN ON THE DRAHINGS. 6.5.2. HHERE POSSIBLE, VALVES SHALL BE GROUPED TOGETHER. 6.5.3. REMOTE CONTROL VALVES SHALL BE NORMALLY CLOSED TYPE VALVES . VALVES SHALL BE OF SLOH CLOSING DESl6N AND AUTOMATIC.ALLY CLOSE IN THE EVENT OF POHER FAILURE. 6.5.4. ALL CO INECTIONS TO VALVES SHALL BE MADE HORIZONTALLY. 6.6. QUICK CC !FLING VALVES, 6.6.1. Y'lHERE F '.JSSIBLE, INSTALL QUICK COUPLING VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS Ai SHOHN ON THE DRAl-'IINGS. 6.6.2. QUICK C OUPLIN6 VALVES SHALL BE APPROXIMATELY 12 INCHES FROM PAVIN6, HALKS, HEADERS OR .~URBS, AND AS SHOY'lN ON PLANS AND AS DIRECTED. 6.6.3. QUICK C aUPLING VALVES SHALL BE INSTALLED APPROXIMATELY THREE INCHES ABOVE FINISH GRADE IN SHRUB AND/OR GROUNDCOYER AREAS. VALVES SHALL BE INSTALLED 1/2" ABOVE FINIS!-GRADE. HHERE REQUIRED TO BE LOCATED IN TURF AREAS. 6,.6.4. QUICK COUPLING VALVES ON RECYCLED 1-'lATER SYSTEMS BE OPERATED ONLY HITH A SPECIAL KEY Y'llTH ACME THREADS AND LOCKING COYER TO PREVENT UNAUTHORIZED USE. COVER SHALL BE PURPLE RUBBER OR VINYL. 6.6.5. ACME THREADED QUICK COUPLING VALVES ARE NOT PERMITTED ON POTABLE Y'!ATER SYSTEMS. . ohh. QUICK COUPLING VALVES ON RECYCLED 1-'lATER SYSTEMS SHALL BE INSTALLED IN 9' DIA PURPLE VALVE BOXES. 6.1. BALL VALVES, 6.1.1. HHERE POSSIBLE, INSTALL BALL VALVES IN SHRUB AREAS, AT APPROXIMATE LOCATIONS AS SHOHN ON THE DRAY'!IN6S. 6.1.2. BALL VALVES SHALL BE INSTALLED TO ISOLATE INDIVIDUAL VALVES OR VALVE MANIFOLDS. 6.1.3. BALL VALVES SHALL BE INSTALLED TO BREAK UP AREAS INTO MANAGEABLE AREAS, TO LIMIT DRAINING OF MAINLINE DURING REPAIRS. 6.8. CHECK VALVES, 6.8.1. PROVIDE MANUFACTURER'S INSTALLED CHECK VALVES IN ALL POP-UP SPRINKLER HEADS. 6.8.2. Y'lHERE MANUFACTURER'S INSTALLED CHECK VALVES ARE NOT AVAILABLE INSTALL CHECK VALVES ON FOP-UP SPRINKLERS SHING JOINT ASSEMBLY OR BELOV1 THE HEAD FOR SHRUB HEADS ON RISERS. 6.8.5. ADDITIONAL IN-LINE CHECK VALVES SHALL BE INSTALLED i-'IHEREVER NECESSARY TO PREVENT LOH HEAD DRAINAGE AFTER THE SYSTEM IS SHUT OFF. 6.9. VALVE AND PULL BOXES, 6.9.I. INSTALL NO MORE THAN ONE VALVE PER !;lOX. 6.9.2. VALVE BOXES SHALL BE INSTALLED ADJACENT TO PAVING SURFACES, i-'IHERE POSSIBLE. 6.9.3. VALVE BOXES SHALL BE INSTALLED HITH THE TOP OF COYER SET NO HIGHER THAN ADJACENT PAYING SURFACE. 6.9.4. IN SHRUB AREAS VALVE BOXES SHALL BE INSTALLED i-'IITH THE TOP OF COYER SET TY'lO INCHES ABOVE FINISH GRADE. 6.9.S. IN LAV'<N AREAS VALVE BOXES SHALL BE INSTALLED HITH THE TOP OF COYER SET ONE- HALF OF AN INCH ABOVE FINISH GRADE. 6.9.6. ON THE INSIDE SURFACE OF EACH REMOTE CONTROL VALVE BOX, PULL BOX LID AND QUICK COUPLING BOX LID, 1-'lRITE THE VALVE DESIGNATION NUMBER IN PERMANENT BLACK MARKER OR FAINT. DO NOT HRITE ON VALVE BOX LID. 6.9.1. BALL VALVE.BOX LIDS SHALL MARKED 1-'llTH THE LETTERS "BV". 6.9.8. MASTER VALVE BOX LIDS SHALL MARKED Y'llTH THE LETTERS "MY". 6.'l.'l. QUICK COUPLING VALVE BOX LIDS SHALL MARKED i-'IITH THE LETTERS "QC". 6.9.10. PULL BOX LIDS SHALL MARKED Y'llTH THE LETTERS "PB" OR "E". 6.9.II. 1-'lHERE FVLL BOXES ARE LOCATED AT STREET CROSSINGS, FULL BOX LIDS SHALL MARKED HITH THE LETl ERS "XING". 6.10. SPRINKLI 'R HEADS, 6.10.1. ALL SPI :INKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOY'lN. 6.10.2. SHRUB 1EADS ON RISERS ARE NOT PERMITTED TO BE LOCATED ADJACENT TO PAYING SUR- FACES, HEAD! RS, TOP Of RETAINING Y'!ALLS, IN FRONT OF PROJECT SIGNAGE OR IN TURF AREAS. 6.10.3. TOP Of POP-UP SPRINKLER HEADS SHALL BE INSTALLED FLUSH HITH ADJACENT PAVING SURFACE. 6.10.4. FOP-UF SPRINKLER HEADS SHALL BE INSTALLED APPROXIMATELY FOUR INCHES AHAY FROM ANY PAVING i URFACE. IN SHRUB AREAS, HHERE POP-UP SPRINKLER HEADS ARE LOCATED AT THE HEAD ON A PARKING STALL, POP-UP SPRINKLERS SHALL BE LOCATED EIGHTEEN INCHES FROM BACK UF CURB. 6.10.S. SPRINKLER HEADS SHALL BE LOCATED OR ADJUSTED TO MINIMIZE OR ELIMINATE OYER-SPRAYING ON SIDEHALKS, STREETS, HINDOHS, HALLS AND ALL OTHER NON-DESIGNATED USE AREAS. ' 6.10.6. SPRINKLER HEADS Y'IITHIN THE SAME CIRCUIT SHALL BE OF THE SAME MANUFACTURER AND SERIES AND HAYE A UNIFORM PRECIPITATION RATE. 6.10.1. SPACING OF SPRINKLER HEADS SHALL NOT EXCEED MAXIMUM DISTANCES AS INDICATED IN THE IRRIGATION LEGEND. 6.10.c). ADJUST NOZZLES ARCS AND PRESSURE COMPENSATING DEVICES TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA THIS SHALL BE DONE AFTER THE SYSTEM HAS BEEN THOROU6HL Y TESTED, IMMEDIATELY AFTER HRITTEN NOTIFICATION BY THE LANDSCAPE ARCHITECT TO DO SO. 6.11. BACKFLOv-1 PREVENTER. 6.11.1. BACKFLOH PREVENTER ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE i-'IITH MANUFACTURER'S SPECIFICATION, LOCATED AND A$ DIRECTED ON DRAHINGS ADJACENT TO THE POINT OF CONNECTION, AND SHALL CONFORM TO ALL APPLICABLE HEAL TH CODE AND ORDINANCE REQUIREMENTS. 6.11.2. BACKFLOV1 PREVENTER ASSEMBLIES SHALL BE LOCATED SHRUB AREAS Jl,IHERE POSSIBLE. EXACT LOCATION AND POSITIONING SHALL BE VERIFIED ON THE SITE AND SHALL BE APPROVED BY THE DISTRICT. 6.11.3. BACKFLOl-'I PREVENTER ASSEMBLIES FOR POTABLE Y'!ATER IRRIGATION SYSTEMS SHALL BE PAINTED FLAT BLACK. 6.11.4. BACKFLOl-'I PREVENTER ASSEMBLIES FOR POTABLE RECYCLED Y'!ATER IRRIGATION SYSTEMS SHALL BE PAINTED PURPLE. 6.12. FLUSHING SYSTEMS, 6.12.1. AFTER PIPING AND RISERS ARE IN PLACE, BUT PRIOR TO THE INSTALLATION OF THE SPRINKLER HEADS, A FULL HEAD OF Y'!ATER SHALL BE USED TO FLUSH OUT THE SYSTEM. AFTER SYSTEM IS THOROUGHLY FLUSHED, CAP ALL RISERS. 6.13. TESTING, 6.15.1. NOTIFY LANDSCAPE ARCHITECT AND CITY INSPECTOR IN Y'lRITING i-'IHEN TESTING HILL BE CONDUCTED. CONDUCT TESTS IN PRESENCE OF THE LANDSCAPE ARCHITECT AND CITY INSPECTOR. 6.15.2. PRESSURE TEST, 6.13.2.1. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE Of 125 LBS. FER SQ. INCH AND ALL NON PRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE AND BOTH BE PROVEN Y'lA TERTIGHT. /CONTRAG TOR TO SUPPLY ALL HYDROSTATIC TEST EQUIPMENT NEEDED FOR TESTING.) 6.15.2.2. PRESSURE SHALL BE SUSTAINED IN THE LINES FOR NOT LESS THAN FOUR HOURS. IF LEAKS DEYELOP1 THE JOINTS SHALL BE REPLACED AND THE TEST REPEATED UNTIL THE ENTIRE SYSTEM IS FROvEN HATERTIGHT. 6.15.2.3. TESTS SHALL BE OBSERVED AND APPROVED BY THE CITY INSPECTOR, LANDSCAPE ARCHITECT AND/OR OHNER PRIOR TO BACKFILL. BACKFILLING TRENCHES PRIOR INSPECTION Y'!ILL NOT BE ALLOY'!ED AND ALL FREMATUREL Y FILLED TRENCHES SHALL BE SUBJECT TO REOPENING AS DIRECTED BY THE LANDSCAPE ARCHITECT OR CITY INSPECTOR. 6.13.5. COVERAGE TEST, 6.13.B.1. COVERAGE TESTING, PERFORM OPERATIONAL TESTING AFTER HYDROSTATIC TESTING IS COMPLETED, BACKFILL IS IN PLACE, AND SPRINKLER HEADS ADJUSTED TO FINAL POSITION. 6.13.:l.2. AFTER COMPLETION OF LANDSCAPE Y'lORK, CAREFULLY ADJUST HEADS SO THEY HILL BE FLUSH HITH LAY'lN AREAS OR NOT MORE THAN 1/2" ABOVE FINISH GRADE IN GROUNDCOVER AREA 6.14. CONCRETE THRUST BLOCKS AND SUPPORTS, 6.14.1. THRUST BLOCKS AND FOOTINGS SHALL BE PLACED ON NINETY PERCENT ("!0%) COMPACTED OR UNDISTURBED SUBGRADE. CONSTRUCT TO SHAPES SPECIFIED AND PARALLEL TO Y'lALKY'lAYS. TOOL FINISH EXPOSED SURFACE. 6.15. AUTOMATIC CONTROL SYSTEM, 6.15.1. AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOHN AND AS DIRECTED. CONTROLLER SHALL BE TESTED Y'llTH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POl-'IER TO THE CONTROLLER FOR OPERATION AND TESTING. 6.15.2. CONNECTIONS TO CONTROL V11RING SHALL BE MADE i-'IITHIN AUTOMATIC CONTROLLER ENCLOSURE. ALL HIRE SHALL FOLLOY'l THE PRESSURE MAIN INSOFAR AS POSSIBLE. 6.15.3. ELECTRICAL 1-'llRING SHALL BE ON A RIGID PVC PLASTIC CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL HIRING TO THE SUB-FANELSJ CLOCKS~ OR ELSEJl,IHERE AS REQUIRED. IN ORDER TO COMPLETE THIS INSTALLATION. A DISc.,ONNECT ::,HITCH SHALL BE INCLUDED. 6.15.4. CONTROLLERS SHALL HAYE A MASTER SHITCH. IT SHALL BE POSSIBLE TO OPERATE EACH YALYE MANUALLY INDEPENDENT OF THE CLOCK OR ANY OTHER VALVE. 6.15.5. CONTRACTOR SHALL SUPPLY AND INSTALL A MANUFACTURER APPROVED BATTERY IN CONTROLLER TO PREVENT LOSS OF. PROGRAM. 6.15.6. CONTROL SYSTEM SHALL BE PROGRAMMED TO OPERATE ONE SYSTEM AT A TIME. 6.15.1. SYSTEM ENCLOSURES SHALL BE EQUIPPED Jl,IITH A AUTOMATIC RAIN SHUT-OFF DEVICE. 6.16. AUTOMATIC CONTROL 1-'llRE, 6.16.1. DIRECT BURIAL CONTROL HIRE SIZES, AS SHOHN AND SPECIFIED HEREIN BEFORE. 6.16.1.1. PROVIDE ONE CONTROL Jl,IIRE AND ONE COMMON GROUND 1-'llRE TO SERVICE EACH VALVE IN SYSTEM. PROVIDE 4 FOOT MINIMUM EXPANSION LOOP AT EACH VALVE TO PERMIT REMOVAL AND MAINTENANCE OF VALVES. 6.16.1.2. INSTALL CONTROL HIRES AT LEAST 12" BELOY'l FINISH GRADE AND MINIMUM OF 4" FROM ANY PIPE OR FITTINGS EXCEPT AT TERMINAL POINTS. ~ 6.16.1.5. INSTALL CONTROL HIRES AND IRRIGATION PIPING IN COMMON TRENCHES Y'lHERE POSSIBLE. 6.16.1.4. IN CASE OF DAMAGE TO ANY COMMON OR CONTROL Jl,IIRE, CONTRACTOR;IS TO RUN AN EXTRA COMMON AND THO EXTRA CONTROL HIRES ON EACH LEG OF MAINLINE TO THE FARTHEST RCY BACK TO THE CONTROLLER. 6.16.1.5. ALL SPLICES SHALL BE ENCASED IN Y'!ATERFROOF CONNECTORS PER APPROVED MATERIALS. 6.16.lh. PROVIDE THO SEPARATE SPARE HIRES TO EACH VALVE MANIFOLD OR INDIVIDUAL VALVE. SPARE Jl,IIRES LOOPED TO EACH VALVE MANIFOLD IS UNACCEPTABLE. 6.16.1.1. END OF SPARE HIRES SHALL BE ENCASED IN A Y'!ATERPROOF CONNECTOR. 6.16.1.8. INDIVIDUAL CONTROL HIRES SHALL BE BUNDLED TOGETHER Y'llTH A COLORED TAPE AT TEN FOOT INTERVALS. TAPE COLORS SHALL BE UNIQUE FOR EACH CONTROLLER'S HIR!;'S. 6.16.1.'i. INSTALL CONTROL Y'llRES IN SLEEVES SEPARATE FROM PIPING. 6.16.1.10. CONTROL Y'llRE SPLICES, ALLOY1ED ONLY ON RUNS OF MORE THAN 300-FEET, SPLICES ··AS FOLLOY'lS, 6.16.1.10.1. STRIP OFF MINIMUM OF 2-1/2" OF INSULATION FROM EACH HIRE. 6.16.1.10.2. SEAL CONNECTOR IN EPOXY RESIN AND aJRY IN A ROUND VALVE BOX Y11TH A TY10 . FOOT EXPANSION LOOP. 6.16.1.IO.B. NUMBERING AND TAGGING, IDENTIFY DIRECT BURIAL CONTROL Y'llRES FROM AUTOMATIC , VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING Y11RE Y'llTH NUMBER OF CONNECTED VALVES. 6.11. FLOY'l SENSING DEVICE, b.11.1. FLOH SENSING DEVICE SHALL BE LOCATED APPROXIMATELY AS INDICATED ON PLANS AND INSTALLED PER MANUFACTURE'S SPECIFICATIONS. 6.11.2. FLOY'l SENSING DEVICE SHALL BE INSTALLED DOY'lN STREAM OF PRESSURE REGULATOR. 6.18. FLOY'l SENSING DEVICE, 6.18.I. RAIN SENSING DEVICE SHALL BE LOCATED APPROXIMATELY AS INDICATED ON PLANS AND INSTALLED PER MANUFACTURE'S SPECIFICATIONS. 6.18.2. EACH CONTROLLER ASSEMBLY SHALL BE EQUIPPED Y11TH ITS OY'lN RAIN SENSING DEVICE, UNLESS SYSTEM IS OPERATED BY A CENTRAL CONTROL SYSTEM. ' 6.19. SITE OBSERVATION VISITS BY THE ARCHITECT, 6.19.I. IN ALL CASES Y1HERE SITE OBSERVATION VISITS OF THE IRRIGATION SYSTEM Y'lORK IS REQUIRED AND/OR Y1HERE PORTIONS OF THE Y'lORK ARE SPECIFIED TO BE PERFORMED UNDER THE DIRECTION AND/OR SIGHT OBSERVATION OF THE ARCHITECT OR HIS REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY THE CITY INSPECTOR AND ARCHITECT AT LEAST THREE (3) Y10RKING DAYS IN.ADVANCE OF THE TIME SUCH SITE OBSERVATION AND/OR DIRECTION IS REQUIRED. 6.19.2. SITE OBSERVATION Y'llLL BE REQUIRED FOR THE FOLLOHING PARTS OF THE i-'IORK, 6.19.3. UPON INSTALLATION AND TESTING OF SLEEVES, MAIN LINES AND LATERAL LINES; Y1HEN PIPES ARE LAID AND ARE TO BE Sl!BMITTED TO PRESSURE TESTS. DO NOT COYER ANY LINES UNTIL THEY HAVE BEEN CHECKED AND APPROVED. 6.19.4. UPON INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, DEVICES, AUTOMATIC CONTROLLERS, AND CONTROL VALVES AND HIRES. 6.19.5. Y1HEN THE SPRINKLER SYSTEM IS COMPLETED PRIOR TO PLANTING, THE CONTRACTOR, IN THE PRESENCE OF CITY INSPECTOR AND ARCHITECT, SHALL PERFORM A COVERAGE TEST TO DETERMINE IF THE COVERAGE OF Y'lATER AFFORDED THE LAY1N AND PLANTING AREAS IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL 1-'lORK REQUIRED TO CORRECT ANY INADEQUACIES. 6.l'ih. FINAL SITE OBSERVATION VISIT BY THE ARCHITECT AND PERFORMANCE TEST SHALL BE AT THE SAME TIME AS THE FINAL SITE OBSERVATION Of THE SPECIFIED LANDSCAPE MAINTENANCE PERIOD Y'lORK. END OF SECTION 02810 ADL----llillli.l _.c--f1-t:m;gg PLANNING ===llifilt ASSOCIATE s--■■@llill±Z iYi:\~~ARLSBAD FIRE DEPAR 1 NO. OF F.H.(S) --....c FLOW . G.P.M. 0 _F.H.(S). BLDG. SPRINKLED YES~.F.FLDW G.P.M. DATE INSPECTOR? LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S 8 A D, C A. 9 2 0 0 8 (160)129-8831 FAX:(180)729-8324 DRAWN BY:JO./ S.M. DATE: 9/1/05 -9/20/05 -5/19/05 DATE -· ~ CITY OF CARLSBAD ~ 1---+---+-----------------i---+---+----+----l ~ ENGINEERING DEPARTMENT l_!2_j .. r.::-----'-' _.,;:_ ____________ ;.;;··-L---_-_-_---+t_-_-_-_---+t_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_-_,t_-_-_-_-_1~---_-_1-_-_-_-_-+1_-_-_-__,7 .------------.----------~NING DEPARTMENT APP ' L >----+----+-----------------+----+----+------------<f------< ~LA=fl=os=c:=,1'..,'.p£==.,==£0=1A=N=1.,=P=='R=o=vt:=M.='£.=N=r =P=zA=N=s=F.=o=R=: =::::::'.-===::: NORTH COAST CAL VARY CHAPEL E/ECTRONIC DATA FIi.ES ARE FOR REFERENCE ONLY AND ARE NOT TO BE USEO FOR HORIZONTAL OR VERTICAL SURVEY CONTROL LOCATION: DIST OF RAILROAD TRACI< IN RAILROAD R. 0. H: 500 FT. NOf/TH OF PALOMAR AIRPORT ROAD 0 /~~ DESIGNED BY: ~S~.K~. __ DATE: JAN. 2005 ........... :7 DRAWN BY: 8.0'0. J.B. SCALE: AS SHOWN ........... E: / / KH 97 1039 (SIGN~~;/ PROJECT MGR.: ~• ~· ~· __ JOB NO.: -PLl , , ECTOR CONSULTJ'~lrS -----~ AV,/-'RO\'.EQw ,II.~~ c,., COAll2APr./.lA""""" .,_/z.1)0( RCE '5:50"1') EXPIRES lo-;a-oe CITY ENGINEER DA~ RECORD FROM: 1980 ADJ ELEVATION: 46.67 :wsL. 2710 Loker Avenue West Suite \ OD Curlsbod, ColifOrnio 92008 lti0-9:61-T/00 Fox: 750 931 6680 Civil Engineering Planning Processing Surveying ENGINEER OF WORK: (o• ED) ~ / / DATE: REci1:, DED BY:----,==-="'--...........__~,,.. -K-E-ITH~W-.-H-A-NS_E_N ______ ---RCE:. 60223 .,,,. (PRINT MAME) .......... DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DAJE INITIAL _ DATE INIJIAL OTHER APPROVAL CITY APPROVAL DWN BY: - CHKD BY~•,.?,\.\".~ RVWD BY: DE6, PROJECT NO. CUP 04-05 DRAWING NO. 429-5 \ ) 090809 l I ~I • WlL ~ -X I I I SEE SHEET 20 FOR PLANT I NG LEGEND AND NOTES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. BENCHMARK: DESCRIPTION: 4" PLASTIC CAP (S.D. CO. CONTROL NOTE'.1 PT T-1307) 75[ AZR 1 ?90 ~ + Ki I I h.._ Q_ - P INUS GANARIENSIS 2 0 RKJ/\iAY + 285 ?90 . ',· ..... ~, -~ . . . ' :, . nCo(ry EX. WATER- v STUB + GANARY ISLAND P INE 24" BOX HIN. 11'-ofESS I O,v, <,) "'< f<o '-"' 'IL H,i,y ~ GOPROSHA KIRKI I 48 (24 PER PLANTER 5 <SAL. TYPIGAL) DESIGNED BY: S.K. DRAWN BY: B.O'D. J.B. DATE: JAN. 2005 SCALE: AS SHOWN ~ + O' 10' :20' ELECTRONIC DATA FILES ARE FOR REFERENCE ONL y ANO ARE NOT TO BE USED FOR HORIZONTAL OR VERTICAL SURVEY CONTROL LOCATION: [AST OF RAILROAD TRACK IN RAILROAD g~ ~ 'f, '~~:?, PROJECT MGR.: K.H. JOB NO.: 97-1039 NING DEPARTMENT APP ----=~;::---~--·E: I I s "' -R.O. W. 500 FT NORTH OF PALOMAR ;:; NO. 50223 iii ENGINEER OF WORK: AIRPORT ROAD w EXP. 6/30/08 ~ 2710 Loker Avenue West Civi l Engineering 1980 ADJ * * Suite 100 Planning RECORD FROM: ,J'~ C/Vl\.. ~"t' Carlsbad, California 92008 Processing DATE: '1 )'; ii' 760-931-7700 Surveying ELEVATION: 46.67 M.S.L < or CALl'(J KEITH W. HANSEN RCE: 60223 Fox: 760-931-8680 I I (PRINT NAME) ) -40' ~ 'C) ~ i-- "::I- I I 0 ~ I I -I '- ~-s: I I ~ JP <( ill L I tH KEYMAF NT5 AD L---illlifil P LAN N I N G 9r?;wlli18 , --~ill!IE.ill ASSOCIATE S--■~Li3BE -- + fl/ --- --- O' 10' :20' -40' LANO PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE •·c-· C A R L S 8 A D, C A. 9 2 0 0 8 (760)729-1837 FAX:(760)729-8324 DRAWN BY: J.0./ S.~. D\TE: 9/7 /0', -9/20/05 -6/19/11£ "AS BUILT" ~ 7 -~~·d'[ RC~~/.// DATE REVIEWED BY: INSPECTOR ~ CITY OF CARLSBAD ~ ~====±===~~===========================t====f===j====t===3 ~ ENGINEERING DEPARTMENT ~ I-LANDSCAP£ M£D!AN !MPROV£M£NT PLANS FOR: NORTH COAST CALVARY CHAPEL DATE INITIAL DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL PROJECT NO, CUP 04-05 090809 I .. ~ , \ /1\ \ 1 I I -•_IJ • I • • • --;_· I • • • • • -1---~-':i:: ~: -,,/--~-:m-DH'---Cj"2_"-™ : ::i ,: ~-~ : :: : ~~\-----~:wA/,__-/ __ ;_,-~_:,-+·---~---~-~-w--i)1 ______ -1,'--------+------'-J-,.J--r1(;+-i,''-f,'ft.,'----------+--------1,,1,1·,,__C1 ~ ~ ~ ttl-z -rfJ-,~-----.. "i ~------~ " W ~ --~------"--.----<:e-'><~""---------+ ~ ~ / 375 HG W ■ y ill -1x 1J't . . -. -t--,",---~'4._ d O d "'a 4 "'-. \ ------4 O --------O •----------\ 4 O ~; ~ C~ . -~=r --------~ /\ \ ' ----', '--~ I ~ ----------------------I\ \ _)\ -I - -\~', :-?8~,-.. .,.. '\ ~ ?80 , " . = lli , -~ -, __ '1c::.6-+-G=-O=-P_R_O_S_M_A-,-K-,-I_R_K=-I I_, . \) I (0 ·" ' . ~ ill \J I L-5 6AL. (24 PER PLANTER "'l.. I 4 P INUS GANARIENSIS + TYPIGAL) L I ~ 24" BOX M IN. GANARY ISLAND P INE \J 1 . ,. -.... I I \ -- <( I ' SEE SHEET 26 F OR PLANT I NG LEGEND AND NOTES I ~ O' 10' 20' ,40' KEYMAP NTS AD L ----lliillt N N I N G---!±=j"illifil p LA ~~LlSlli ASSOCIATE S ...Jl■~~lli.fil F CARLSBAD FIRE DEPAR ' L AND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "'C"" C A R L S B A D, C A. 9 2 0 0 8 {760)729-8 637 r,x:{76D)729-a32, DRAWN sr:JO/ S.M. DATE: 9/7 /05 -9/20/05 -6/19/0€ "AS BUILT" DATE REVIEWED BY: c::"c:a•. ._. 1 DATE APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS . NOTE11 ELECTRONIC DATA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR vcRTICAL SURvcY CONTROL BENCHMARK: DESCRIPTION: 4• PLASTIC CAP (S.D. CO. CONTROL PT. T-1307) LOCATION: EAST OF RAILROAD TRACK IN RAILROAD R.O.W. 500 FT. NORTH OF PALOMAR AIRPORT ROAD RECORD FROM: 1980 ADJ ELEVATION: 46.67 MSL. 2710 Loker Avenue West Suite 100 Carlsbad, Ca lifornia 92008 760-931-7700 Fox: 760-931-8680 Civil Engineering Planning Processing Surveying DESIGNED BY: ~S-=K. __ DATE: JAN. 2005 =-~,ING DEPARTME NT APP ORAWN BY: B.O'D. J.B. SCALE: AS SHOWN --~~c---------c_,,,,,.1E: I I PROJECT MGR.: K.H. JOB NO.: 97-1039 ENGINEER OF WORK: I I DATE: KEITH W. HANSEN RCE: 60223 {PRINT NAM E) INSPECTOR ~ CITY OF CARLSBAD I SHEETS I l---+---1--------------t---t---t--r---; ~ ENGINEER ING DEPARTMENT 4 1 1---+---1--------------t---t---t--r---i DATE INITIAL DATE INITIAL DATE INITLI\L ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL LANDSCAPE MEDIAN IMPROVD.IENT PLANS FOR: NORTH COAST CAL VARY CHAPEL PROJECT NO. CUP 04-05 ✓-.,/,c DAt E DRAWIN G NO. 429-5 090S09 /,1/ ,, ') ,; IJ n ...:::; I ~ri ' :JJ'{' :" '\'. : _,. . . ~ ·•.·.,-·c -•''·: I I l'l.., Ill .. ' : ... . --..-.; ·-· APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. NOTt!.' ELECTRONIC DA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO 8£ USED FOR HORIZONTAL OR l/£RTICAL SURl/£Y CONTROL . :.\ .·. ;'.~ .·. -~. . _.i •. •. , . ~--.. ; ·.:. KEYMAP BENCHMARK: DESCRIPTION 4" PLASTIC CAP (S.D. CO CONTROL PT T-1301} LOCATION, EAST OF RAILROAD TRACK IN RAILROAD R.O. W. 500 FT NORTH OF PALOMAR AIRPORT ROAO RECORD FROM: 1980 ADJ ELEVATION: 46.67 M.S.L. \" I I I I I / , I , , /// I I // // / , , , I , ; I I ; I - " \U ,.-~_C) .. ,., •. ~~ ----===--"--=~-======-~=======-~/// , :::=::::::==:-~~~-=;:1 I ,, ,,, , , , , , , -...._ , - , , .. ''.~.· .-·--~"", -.. ., • ,. ;T . •·-;. .· .. ·.: . . . . " _., .. ·.-.,-,.-. . , . . .. .... --- . . . .. . ....... , ·•·. :· __ ·: .. ·· .. .,.: , ._,.. / .. · .. :, .... ·.·.· .. ······,··~---. --··• •'• -·· . ..•. :.·.•·•--.;· ~-·_:' ;,_ - . ' . -. ., . -.. ·, . . '·. . . 2710 Loker Avenue West Suite 100 Carlsbad, California 92008 76D-931-7700 Fax: 760-931-8680 Civil Engineering Planning Processing Surveying . · ..... ·. :.··\. ... ...• -=-= . . . .. . ... • i • ·' • ;,1,· .•. · ....•. ·• . " .. ' I•••,,,•.::~·.•·••;· ·" .. ·. . . .... . PITTOSPORUM TOBIRA 240 'Yl!HEELERS DYl!ARF' 5 GAL. (24 PER PLANTER TYPICAL) MAGNOLIA GRANDIFLORA 10 SOUTHERN MAGNOLIA 24" BOX MIN. .. · ...... . -. .. -, . . . . . ;.. ,<•:_ ._.,._-. . . .. _. .. , . ) LAND PL ANN ING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "c" C A R L S B A D, C A. 9 2 0 0 8 060)729-!637 fAX,(7!0)729-1324 DRAWN BY.JO/ S.~. O.TE, 9/7 /r:fJ -9/20/05 -6/19/06 II AS BUILT" ~ , .. , .. , RC,~~· ,1-II DATE REVIEWED BY: INSPECTOR SEE SHEET 26 FOR PLANTING 1--+---+-----------+--+--+--+---1~4 CITY OF CARLSBAD ~ LEGE ND A ND NO TE s :=~===-,~::::;::E=N=Gl::;NE::::::ER:::::IN==G:::::D:::::E::;:PA=RT::;M:::EN::;:T===-=~===; LANDSCAPE MEDIAN /!.IPRDV[!.l[NT PLANS FOR: DESIGNED BY, ~S.=K. __ DATE, JAN. 2005 Ltl1"1....,I NG DEPARTMENT APP DRAWN BY, B.O'D_ J.B. SCALE, AS SHOWN I I PROJECT MGR., K.K. JOB NO., 97-1039 ENGINEER OF WORK, DATE INITIAL DATE, KEITH W. HANSEN RCE, 60223 (PRINT NAME) ENGINEER OF WORK REVISION DESCRIPTl0N DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL NORTH COAST CAL VARY CHAPEL RCE :S:50 EXPIRES OWN BY: CHKD BY:~ RVWD BY· Otb PROJECT NO. CUP 04-05 g./l. ~ 0' DA DRAWIN G NO. 429-5 : •... ' .. ~ . ~: .... ' .. . '. : :· ' _;_ -t' _ •. ·-:. · .. , ' SEE SHEET 26 FOR PLANTING LEGEND AND NOTES APPROVED FOR PLANTING AND IRRIGATION ONLY, INCLUDING PRECISE LOCATIONS OF PLANTING AREAS. NOTE!.1 [LECTRONIC OA TA FILES ARE FOR REFERENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL OR ',fRIICAL SURVEY CONTROL BENCHMARK: DESCRIPTION: 4' PLASIIC CAP (SO. CO CONTROL PT. T-1307} LOCATION: EAST OF RAILROAD TRACK IN RAILROAD R. 0. W 500 FT. NORTH OF PALOMAR AIRPORT ROAO RECORD FROM: 1980 AOJ ELEVATION: 46.67 I.I.SL. . ' , -.. ·:. ·-· .... ,. .. . ... --~ :-: ·,' ·--~-·-·. . ·-.-· :---~---•.·-.... · , . . 369.77 \ 2 . .., .. . . .. .. . • • • • ✓: ,:_ • • , ,. r ·i ;,,~:-· ·•··- . ;. • '! -.. :·-·.-. .. • . . -·' , .. ·-• MAGNOLIA GRANDIFLORA ,. .. • : . .:::., ·--~_-,,,.~ ... ,_._. __ , __ .. ,, --~ ~-·, ,:-. ._ I -- 24" BOX MIN. SOUTHERN MAGNOLIA 48 P ITTOSPORUM TOBIRA 5 GAL. 'Y'lHEELERS DY'lARF ' (24 PER PLANTER TYPIGAL) 2710 Loker Avenue West Suite 100 Carlsbad. California 92008 760-931-7700 Fox: 760-9.31-8680 Civil Engineering Planning Processing Surveying DESIGNED BY: --"'S.=K. __ DATE: JAN. 2005 Ufi""'-!ING DEPARTMENT APP DRAWN BY: B.O'D. J.B. SCALE: AS SHOWN -----=~,---------;,'-1E: I I PROJECT MGR.: K.H. JOB NO.: 97-1039 ENGINEER OF WORK: DATE: KEITH W. HANSEN RCE: 6D223 (PRINT NAME) \ ( I -- o· 10· :20· 40• KEYMAP NTS AD L----llifi _ _,[-J[±j P LAN N I N G HP:;rn[I ....... . _lllij[1z.IT llifi ASSOCIATE S_.iiilE.S . __ G.P.M. 0 _F.H.(S). '-/~_G.P.M. LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C'" C A R L S 8 A D, C A. 9 2 0 0 a (760)729-!6J) f,X:(760)729-8J24 DRAWN l!l'J0/ S.~. DATE: 9/7/05 -9/20/05 -6/19/0li "AS BUILT" ~• 7-~b-~f RC~:}-~/,// DATE REVIEWED BY: ' DATE ~ CITY OF CARLSBAD ~ 1----1--+---------------t---t---t--+----I ~~==5 :::::::==::::E:::::NG::::l:::::NE::E:::R:::IN::::G=D::::E:::P=AR=T=M::::EN=T===-=~==1=: LANDSCAPE MEO/AN IMPROVEMENT PLANS FOR: DATE INITIAL DATE INITIAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL NORTH COAST CAL VARY CHAPEL RCE 3,01,'f EXPIRES "-30-08 Cl1Y ENGINEER DWN BY: CHKD BY·~S:,..,.,.) RWID BY: 1)",t, PROJECT NO. CUP 04-05 DRAWING NO. 429-5 090809 2% SLOPE------_ 2" BASIN BERM ~---ROOTBALL -SET GROJ/'lN I" ABOVE GRADE ----rlNISH GRADE FERT'ILIZER TABLET PER SPEGIFIGATIONS SLOPE---~ PLANTING HOLE - 2 TIMES BUBBLER IN PIPE, 2 PER TREE :\ (SEE DETAIL "I", THIS SHEET) GONTAINER J/'llDTH AND DEPTH pL.v5 <>" ro e.'1 IRRIGATION LATERAL L _ .-=, AMENDED BAGKFILL-PER SPEGIFIGATIONS . -=111-;,--r.=;cl,-f',"' .. ,'[ .. ; ,·>:r::::--'J,• --r-rl _1\~=m: i1~m:~m:: :1 :.· \;{i\;!'1}\" A. SHRUB PLANT I NG PLANT I NG NOTES I. THE PLANTING PLAN IS DIAGRAMMATIC AND SHALL BE USED AS A GUIDE FOR SETTING OUT PLANTS. PRIOR TO PLANTING, THE LANDSCAPE ARGHITEGT SHALL BE GONTAGTED TO APPROVE ALL PLANT LOCATIONS AND DIRECT ADJUSTMENTS. 2. PLANT MATERIALS SHALL CONFORM TO NURSERYMAN'S STANDARDS FOR SIZE AND HEALTH. ALL PLANTS ARE SUBJECT TO REJECTION BY THE LANDSCAPE ARGHITEGT IN SUBSTANDARD IN SIZE, QUALITY, OR HEALTH, 3, PROVIDE HATER.PROOF SPECIES IDENTIFICATION TAGS ON ONE PLANT PER SPECIES PER GROUPING. 4. PLANT COUNTS ARE FOR THE GONYENIENGE OF THE LANDSCAPE GONTRAGTOR ONLY. S, GONTRAGTOR IS RESPONSIBLE FOR ALL PLANTS SHOHN ON THE PLAN. b, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS THOROUGHLY SOAKED PRIOR TO PLANTING. 1. LANDSCAPE GONTRAGTOR SHALL REMOVE EXISTING VEGETATION, TRASH, CLIPPINGS, ROGK AND OTHER DEBRIS IN PLANTING AREAS. RAKE AND FINE GRADE ALL PLANTING AREAS PRIOR TO GOMMENGEMENT OF PLANTING OPERATIONS. 8. PLANTING PITS SHALL BE THIGE THE CONTAINER HIDTH AND OF EQUAL DEPTH. Pu./6 <>" 1l> f" GI. PLANTING PITS AND PLANTERS SHALL BE BACKFILLED HITH EXISTING SITE SOIL AND 1/4 (BY VOLUME) NITRIFIED TOP SOIL MIX. FERNS, AZALEAS AND AGID PLANTS SHALL RECEIVE AN ADDITIONAL 1/3 (BY VOLUME) PEAT IN BACKFILL MIX. 10. TREES AND SHRUBS SHALL BE FERTILIZED AT THE TIME OF PLANTING HITH 2I-GRAM AGRIFORM TABLETS AT THE FOLLOHING RATES, 6ROUNDGOYER-(5 GRAM 20-I0-S TABLET) I 6AL.SIZE-I TABLET 15 6AL.-S TABLETS 3b" BOX-I0 TABLETS S GAL. SIZE-3 TABLETS 24" BOX-8 TABLETS 48" BOX-I2 TABLETS II. STAKE 5 6ALLON AND DOUBLE STAKE 15 GALLON AND 24" BOX TREES. GUYING OF LAR6ER TREES SHALL BE DONE AT THE LANDSCAPE ARGHITEGTS DISCRETION. 12. GONTRAGTOR SHALL BE RESPONSIBLE FOR TREE STABILITY DURING LENGTH OF THE GUARANTEE PERIOD. 13. VERIFY TREE PIT DRAINA6E HITH 24 HOUR HATER FILL TEST PRIOR TO PLANTIN6, ALL BOXED TREES NOT DRAININ6 ARE TO HAYE A 4" DIAMETER AUGER HOLE DRILLED THROUGH ANY HARDPAN OR GOMPAGTED EARTH AS REQUIRED TO PROVIDE DRAINAGE IN A 24 HOUR PERIOD. 14. ALL PLANTIN6 AREAS EXCEPT SLOPES SHALL BE PREPARED BY APPL YING THE FOLLOHIN6 AMENDMENTS TO THE SOIL AND TILLIN6 INTO THE TOP b" OF SOIL 3 GU, YD./I000 S.F. NITRIFIED HOOD SHAVIN6S IOOLBS./I000 S.F. AGRIGUL TURAL GYPSUM 25 LBS./I000 S,F. 12-12-12 FERTILIZER NOTE, SUBJECT TO GHAN6E PER SOIL TEST RECOMMENDATIONS. 15. AFTER ROUGH GRADING, GONTRAGTOR SHALL TAKE SOIL SAMPLES FROM ENOU6H LOCATIONS ON THE SITE TO REPRESENT AN ADEQUATE GROSS SECTION OF CONDITIONS. lb. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY (PRE-APPROVED BY THE GITY). THE TEST SHALL INDICATE BUT NOT BE LIMITED TO THE FOLLOHIN6, A OR6ANIG MATTER CONTENT B, N.P.K. G. PH D. ED E. SOIL TEXTURE (SILT, GLAY, SAND) F. RECOMMENDATIONS FOR AMENDMENTS, LEACHING, AND MAINTENANCE 11. THE RESULTS AND RECOMMENDATIONS OF THE SOIL TESTING LABORATORY SHALL BE SUBMITTED TO AND APPROVED BY THE GITY. THE APPROVED RECOMMENDATIONS FOR AMENDMENTS AND BACKFILL SHALL BE INCORPORATED INTO THE LANDSCAPE PLANS BY THE LANDSCAPE ARGHITEGT PRIOR TO THE START OF GONSTRUGTION AND SHALL BECOME P,6-RT OF THE APPROVED PLANS. 18. POST PLANTIN6 FERTILIZATION SHALL BE PERFORMED BY GONTRAGTOR AT 30, bO, AND GIO DAYS AFTER PLANTING. 19. PLANTS SHALL NOT BE PLACED HITHIN 12" OF SPRINKLER HEADS. 20. SHRUBS AND TREES SHALL BE UNDERPLANTED HITH 6ROUNDGOYER AS SHOHN BY ADJACENT SYMBOL. 21. GROUNDGOYER SHALL BE PLANTED USING TRIANGULAR SPAGIN6 AS NOTED IN LE6END. 22. PROVIDE A 3" LAYER OF "HALK ON BARK" FOR ALL NON-TURF AREAS LESS STEEP THAN 3,1, SUBMIT SAMPLE TO GITY INSPECTOR FOR APPROVAL PRIOR TO "BULK DELIVERY" TO SITE. 23. VINES SHALL BE SECURED TO ADJACENT FENCES POSTS OR HALLS USING VINE TIES, 24. LANDSCAPE GONTRAGTOR SHALL MAINTAIN ALL PLANTIN6S FOR A PERIOD OF NINETY ("10) DAYS AFTER COMPLETION. ALL AREAS SHALL BE KEPT GLEAN, HATERED, AND HEED-FREE. ALL DEAD OR DYIN6 PLANTS SHALL BE REPLACED DURIN6 THE MAINTENANCE PERIOD. 25. GONTRAGTOR SHALL GUARANTEE PLANT LON6EYITY AS FOLLOHS, TREES-ONE YEAR, SHRUBS 4 6ROUNDGOYER-SIX MONTHS. N.T.S. V •• ' ~ .,.,,, 0m-.. m---m--... ,-m -111-'-I I I iJ 6" PERFORATED PIPE,-----""m--rn. .• =Ill I 1 -~ FILL Vi/ 3/8" GRUSHED ROGK IIIIIIIITII ~ (2 PER TREE) 111=1 I E~r/em:;;~~✓ m 11i"m--m m m= lli,,,lli, ,,1~111 111ml 111 I i'I 111 ,101 ,,_ - B. TREE PLANTING/DEEP Y'lATERING DEVICE SLOPE REVEGETATION/EROSION CONTROL POLICIES AND REQUIREHENTS FF '.JM GITY OF CARLSBAD LANDSCAPE HANUAL SECTION IV E.3 SL ?PE PLANTING E.3-I SL ?PE PLANTING STANDARDS E.3-1.JSL ?PES REQUIRING EROSION CONTROL MEASURES AS SPECIFIED HERIN SHALL BE TREATED HITH ONE Of.'', MORE OF THE FOLLOHING PLANTING STANDARDS, A. S1 6-NDARD #I -GOVER DROP/JUTE MESH G( 'VER GROP SHALL BE A SEED MIX TYPIGALL Y MADE UP OF QUIGK 6ERMINATIN0 AND i=AST COVERING 6FASSES,GLOYERS, AND/OR HILD FLOHERS. SUBMIT THE SPEGIFIG SEED MIX FOR GITY APPROVAL PRIOR TO APPLICATION. THE GOVER GROF SHALL BE APPLIED AT A RATE AND HANNER SUFFICIENT TO PROVIDE GI(% COVERAGE HITHIN 30 DAYS. TYPE OF JUTE MESH SHALL~ AS APPROVED BY THE GITY AND STAKED TO THE SLOPE AS RECOMMENDED BY THE MANUFACTURER. JUTE MESH SHALL BE REQUIRED HHEN PLANTING OGGURS BETHEEN AUGUST IS AND APRIL 15. DURING THE REHAINDER OF THE YEAR, THE GOVER GROP AND/OR THE JUTE HESH HAY BE USED. B, STANDARD #2 -6ROUND GOVER ONE HUNDRED (100%) OF THE AREA SHALL BE PLANTED HITH A GROUND GOYER KNOHN TO HAVE EXCELLENT SOIL BINDIN6 GHARAGTERISTIGS (PLANTED FROM A MINIMUM SIZE OF FLATTED MATERIAL AND SPACED TO PROVIDE i=ULL COVERAGE Y'!ITHIN ONE YEAR). G, STANDARD #3 -LOH SHRUBS LOH SPREADING HOODY SHRUBS (PLANTED FROH A HINIMUM OF 2" LINERS) SHALL GOVER A HINIHUH OF SEVENTY (10%) PERCENT OF THE SLOPE FAGE (AT HATURE SIZE). D. STANDARD #4 -TREES AND/OR LARGE SHRUBS TREES AND/OR LAR6E SHRUBS SHALL BE (PLANTED FROH A MINIMUH OF I GALLON CONTAINERS) AT A MINIHUM RATE OF ONE (I) PLANT PER THO HUNDRED (200) SQUARE FEET. E.3-1.2 AREAS OF APPLICATION (PLANTING) E,3-I.2.I SLOPES 6,1 OR STEEPER AND, A. 3 rEET OR LESS IN VERTICAL HEl6HT AND ARE ADJACENT TO PUBLIC HALKS OR STREETS REQUIRE A MINIMUM STANDARD# (COYER CROP AND JUTED). B. 4 FEET TO 8 FEET IN VERTICAL HEl6HT REQUIRE STANDARDS #I, #2, AND #3. G. IN EXCESS OF 8 FEET IN VERTICAL HEl6HT REQUIRE STANDARDS #I, #2, #3 AND #4. E,B-I.2-2 SPECIAL CONDITIONS E.3-I.2-2.IAREAS 6RADED FLATTER THAN 6,1 REQUIRE STANDARD #I (GOVER GROP) HHEN THEY HAVE ONE OR MORE OF THE FOLLOHIN6 CONDITIONS, A. SHEET GRADED PADS NOT SCHEDULED FOR IMPROVEMENTS HITHIN b MONTHS OF COMPLETION Or ROUGH 6RADIN6. B. A POTENTIAL EROSION PROBLEH AS DETERMINED BY THE GITY. G. IDENTIFIED BY THE GITY AS Hl6HLY VISIBLE AREAS TO THE PUBLIC OR HAYE SPECIAL CONDITIONS THAT HARRANT IMMEDIATE TREATHENT. E.3-I,2-2.2'-REAS TO BE HYDROSEEDED SHALL FIRST BE DISKED OR ROTOTILLED TO PROVIDE A FRIABLE, LOOSE SEED BED, TREE 4" J/'lATERING BASIN BERM --FINISH GRADE "---ROOTBALL -SET GROJ/'lN 2" ABOVE GRADE '-----BAGKFILL-PER SPEGIFIGATIONS ----4" DIA. AUGER HOLE-FILL Vi/ 3/8" GRUSHED ROGK (2 PER TREE) N.T.S. PLANT I NG LEGEND SYHBOL SIZE I" TREES +· 24" BOX MIN. ~J!A 24" BOX MIN. \(/ry (:) 5 GAL. SHRUBS (;) 5 GAL. II PREVAILING J/'llND AXIS AT F;!,\RALLEt. TO STAKES fl I GiJ.fT ArJfrL, C.. f'65Tti 11-~----2" DIA 10' PINE LODGE POLE STAKE "Y'!ONDER TREE TIES" (3) OR APPROVED EQUAL I I ~FINISH GRADE C. TREE STAKING BOTANICAL NAHE PINUS GANARIENSIS MAGNOLIA GRANDIFLORA PITTOSPORUM TOBIRA GOPROSMA KIRKII COHHON NAME GANARY ISLAND PINE SOUTHERN MAGNOLIA 'Y'!HEELERS DY'!ARF' ROOTBALL N.T.S TOTAL 6 -·---------------···-.. 12 288 144 LAND PLANNING LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C" C A R L S 8 A D, C A. 9 2 0 0 8 (760)729-8637 fAX:(760)729-8324 DRAWN BY: J.0./ S.M. DA7E: 9/) /05 -9/10/05 -5/19/06 "AS BUILT" EXP. "1·~/· I/ DATE CTr] 6 CITY OF CARISBAD ~ 1 ENGINEERING DEPARTMENT LANDSCAPE MEO/AN IMPROVEMENT PLANS FOR: BEN C.f-IIV'.(ARK: DESCRIPTION: 4" PLASTIC GAP (S.D. CO. CONTf/O1 Pr T-/JO7) DESIGNED BY: ~S.K=·--DATE: JAN. 2005 1.J1'1N.l)IN G DEPARTMENT APP f L ---------------+---+---+---+-___, NORTH COAST CAL VARY CHAPEL NOl[!! ELECTRONIC DATA Fl/ES AR£ FOR R£F£R£NC£ ON/ Y AND AR£ NOT TO BE USED FOR HORIZONTAL OR YERI/C:41 SURVEY CONTROL LOCATION: EAST OF RAILROAD TRACK IN RAILROAD RO. W. 500 Ff. NOf!lfl OF PAL.OMA!/ AIRPORT ROAD RECORD FROM: 1980 ADJ ELEVATION: 46.67 M.S.L. 271 0 Loker Avonue West Sui le 100 Carlsbad, California 92008 760-931-7700 Fax: 760-931-8680 DRAWN BY: B.O'D. J.B. SCALE: AS SHOWN PROJECT MGR.: K.H. JOB NO.: 97-1039 Civil Engineering ENGINEER OF WORK: Planning Processing Surveying KEITH W. HANSEN OATE: RCE: 6022J I I DAfE INlflAL DAfE INITIAL (PHIN'l' NAM!':) ENGINEER OF WORK REVISION DESCRIPTION OTHER APPROVAL ~PRO~ ,.., C ib /',.iJA • 1.ill•l•I g/,.,/e, , RCE ,~o&,"I EXPIRES b-'5C>·08 CITY ENGINEER r5ATE DATE INITIAL CITY, APPROVAL OWN BY: PROJECT NO. DRAWING NO. CHKD BY:i\;\,Y,w~~ CUP 04-05 429-5 RVWD BY: !.)f ,t.... 090809 I ! LANDS6APE PLANTING SPECIFICATIONS· LANDSCAPE t'iORK PART I • GENERAL I.I. RELATED DOCUMENTS I.I.I. DRA!'ilN6S AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION I SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.11. CITY Of CARLSBAD'S LANDSCAPE MANUAL. 1.2. SUMMARY 1.2.1. THIS SECTION INCLUDES PROVISIONS FOR THE FOLLOf'!ING ITEMS, 1.2.1.1. TREES. 1.2.1.2. SHRUBS. 1.2.1.3. PLANTS. 1.2.1.4. GROUNDGOVER 1.2.1.5. SOIL AMENDMENTS. 1.2.lh. FINISH GRADING. 1.2.1.1. MAINTENANCE PERIOD. 1.2.2. RELATED SECTIONS, THE FOLLOf'!IN0 SECTIONS CONTAIN REQUIREMENTS THAT RELATE TO THIS SECTION. 11.2.1 .. UNDERGROUND SPRINKLER SYSTEM IS SPECIFIED IN DIVISION 2 SECTION, AS A RECLAIMED f'!ATER IRRl0ATION SYSTEM 1.3. QUALITY ASSURANGE 1.3.1. THE CONTRACTOR SHALL SPECIALIZE IN LANDSCAPE t'iORK AND POSSESS ALL LICENSES AND PERMITS REQUIRED TO PERFORM THE f'!ORK INCLUDING PEST CONTROL APPLICATOR'S AND G-21 LANDS6APING LICENSES. 1.3.2. SO~E QUALITY CONTROL, 1.3.2.1. GENERAL, SHIP LANDS6APE MATERIALS f'!ITH CERTIFICATES OF INSPECTION REQUIRED BY GOVERNING AUTHORITIES. COMPLY f'!ITH REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS. 1.3.2.2. DO NOT HAKE SUBSTITI/TIONS. IF SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF Of NON-AVAILABILITY TO LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT SHALL SPECIFY ALTERNATE MATERIAL. CITY INSPECTOR MUST APPROVE SUBSTITI/TIONS. 1.3.2.3. ANALYSIS AND STANDARDS, PACKAGE STANDARD PRODUCTS f'!ITH MANUFACTURER'S CERTIFIED ANALYSIS. FOR OTHER MATERIALS, PROVIDE ANALYSIS BY RECOGNIZED lABORATORY MADE IN ACCORDANCE f'!ITH METHODS ESTABLISHED BY THE ASSOCIATION Of OFFICIAL AGRICULTURE CHEMISTS, f'!HEREYER APPLICABLE. 1.3.2.4. TREES, SHRUBS, AND PLANTS, PROVIDE TREES, SHRUBS, AND PLANTS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY SHOf'!N AND SCHEDULED FOR LANDSCAPE f'!ORK AND COMPLYING f'!ITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI 260.I "AMERICAN STANDARD FOR NURSERY STOCK". PROVIDE HEALTHY, VIGOROUS STOCK, GROf'!N IN A RECOGNIZED NURSERY IN ACCORDANCE f'!ITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN-SCALD, INJURIES, ABRASIONS, OR DISFl0UREMENT. • 1.3.2.5. f'!HERE FORMAL ARRANGEMENTS OR GONSEGUTIYE ORDER OF TREES OR SHRUBS ARE SHOf'!N, SELECT STOCK FOR UNIFORM HEl0HT AND SPREAD. 1.3.2.6. SELECTION, THE LANDS6APE ARCHITECT MAY CHECK TREES AND SHRUBS EITHER AT PLACE OF GROf'!TH OR AT SITE BEFORE PLANTIN0, FOR COMPLIANCE f'!ITH REQUIREMENTS FOR GENUS, SPECIES, VARIETY, SIZE, AND QUALITY. THE CONTRACTOR SHALL SUBMIT PHOTOGRAPHS TO LANDSCAPE ARCHITECT OF TYPICAL TREES (15 GAL. AND LARGER CONTAINER SIZES) FOR LANDSCAPE f'!ORK. LANDSCAPE ARCHITEvT RETAINS Rl0HT TO FURTHER GHEGK TREES AND SHRUBS FOR SIZE AND CONDITION Of BALLS AND ROOT SYSTEMS, INSECTS, INJJRIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS Of f'!ORK. CONTRACTOR SHALL REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. 1.4. SUBMITTALS 1.4.1. GENERAL, SUBMIT THE FOLLOf'!ING IN ACCORDANCE f'!ITH GONDITION5 OF CONTRACT AND Dll/I5ION I SPECIFICATION SECTIONS. 1.4.2. PLANT AND MATERIAL CERTIFICATIONS, 1.4.2.1. CERTIFICATES Of INSPECTION AS REQUIRED BY GOVERNMENTAL AUTHORITIES. 1.4.2.2. MAA!FAGTURER'S OR VENDOR'S CERTIFIED ANALYSIS FOR $?IL AMENDMENTS AND FERTILIZER MATERIALS. 1.4,2.3, LABEL DATA SUBSTANTIATING THAT PLANTS, TREES, SHRUBS AND PLANTING MATERIALS GOMPL Y Y'IITH SPECIFIED REGl.llREMENTS. 1.4.2.4. SEED VENDOR'S CERTIFIED STATEMENT FOR EACH SEED MIXTURE REQUIRED, STATING BOTANICAL AND COMMON NAME, PERCENTAGES BY f'!EIGHT, AND PERCENTAGES OF PURITY, GERMINATION, AND f'!EED SEED FOR EACH SEED SPECIES. 1.4.9. SOIL TESTING, 1.4.9.1 UPON COMPLETION OF GRADING OPERATIONS, THE CONTRACTOR SHALL TAKE ONE REPRESENTATIVE SOIL SAMPLE FROM EACH DIFFERENT SOIL TYPE AND CONDITION FOR AGRICULTURAL SUITABILITY TESTING AT A DEPTH OF 6" TO 12". SOIL SAMPLES SHALL REPRESENT A GROSS SECTION OF SOIL CONDITIONS PRESENT AT THE SITE. 1.4.3.2. SOIL TEST SHALL BE PERFORMED BY A SOIL TESTING LABORATORY PRE-APPROVED BY THE CITY. TESTS SHALL INDICATE ORGANIC MATTER CONTENT; N, P, K; PH; EG; SOIL TEXTURE; RECOMMENDATIONS FOR AMENDMENTS, LEACHING, HYDROSEEDING, SOD LAf'!N, SEED LAf'!N, ACID LOI/ING PLANTS AND MAINTENANCE FERTILIZATION. 1.4.3.3. SOIL TEST RESULTS AND RECOMMENDATIONS OF THE LABORATORY SHALL BE SUBMITTED TO THE CITY OF CARLSBAD INSPECTOR AND THE LANDS6APE ARCHITECT FOR INCORPORATION INTO THE PLANS. TEST RESULTS M\iST BE REYIEf'!ED AND APPROVED PRIOR TO SOIL AMENDING. 1.4.3.4. PRODUCTS SPECIFIED BY PRODUCT NAME BY THE SOILS TESTING LAB IN THE RECOMMENDATIONS MAY BE SUBSTITUTED f'!ITH "OR EQUAL' PRODIJGTS APPROVED BY THE Of'!NER'S REPRESENTATIVE. 1.5. DELIVERY, STORAGE AND HANDLING 1.5.1. PAvKAGED MATERIALS, DELIVER PA0KAGED MATERIALS IN CONTAINERS SHOf'!ING f'!EIGHT, ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DIJRING DELIVERY, AND f'!HILE STORED AT SITE. 1.5.2. TREES AND SHRUBS, DO NOT PRUNE PRIOR TO DELIVERY UNLESS OTHERf'!ISE APPROVED BY LANDSCAPE ARCHITECT. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH MANNER AS TO DAMAGE BARK, BREAK BRANCHES, OR DESTROY NATURAL SHAPE. PROVIDE PROTECTIVE l.5.3. DO NOT REMOVE GONTAINER-GROf'!N STOCK FROM CONTAINERS UNTIL PLANTIN0 TIME. 1.6. JOB CONDITIONS 1.6.1. IJTILITIES, DETERMINE LOCATION Of UNDERGROUND UTILITIES PRIOR TO THE INITIATION OF ANY f'!ORK. PERFORM ALL f'!ORK IN A HANNER Y'IHIGH f'!ILL AVOID POSSIBLE DAMAGE TO UTILITIES. HAND EXCAVATE, AS REQUIRED. MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL IS MUTUALLY AGREED UPON BY PARTIES CONCERNED. 1.6.2. EXCAVATION, f'!HEN CONDITIONS DETRIMENTAL TO PLANT GROf'!TH ARE ENCOUNTERED, SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRJJCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTIN0. 1.1. SEQUENCING AND SCHEDULING 1.1.1. PLANTING TIME, PROCEED f'!ITH, AND COMPLETE LANDSCAPE f'!ORK AS RAPIDLY AS PORTIONS OF SITE BECOME AVAILABLE. f'!ORK SHALL BE PERFORMED DURING THOSE PERIODS ~HEN f'!EATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE f'!ITH LOCALLY ACCEPTED HORTIGUL TURAL PRAG TICE. 1.1.2. COORDINATION f'!ITH GROUNDGOYERS , PLANT TREES AND SHRUBS AFTER FINAL GRADES ARE ESTABLISHED AND PRIOR TO PLANTING of GROUNDCOI/ERS, UNLESS OTHERf'!ISE APPROVED BY LANDSCAPE ARCHITEG T. IF PLANTING Of TREES AND SHRUBS OCCURS AFTER GROUNDCOI/ER PROTECT GROUNDGOVER AREAS AND PROMPTLY REPAIR DAMAGE TO GROUNDCOVERS RESULTIN0 FROM PLANTIN0 OPERATIONS. 1.8. SPECIAL PROJECT f'!ARRANTY 1.8.1. f'!ARRANTY LAHNS AND GROUNDGOI/ERS THRO\JSH SPECIFIED MAINTENANCE PERIOD, AND UNTIL FINAL ACCEPTANCE. 1.8.2. f'!ARRANTY SHRUBS FOR A PERIOD OF <IO DAYS AFTER DATE OF FINAL ACCEPTANCE. 1.8.3. f'!ARRANTY TREES, FOR A PERIOD Of ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION, AGAINST DEFECTS INCLUDING DEATH, POOR 0RO~TH OR FORM. 1.8.4. REMOVE AND REPLACE TREES, SHRUBS, OR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY CONDITION DIJRIN0 f'!ARRANTY PERIOD. MAKE REPLACEMENTS f'!ITHIN 14 CALENDAR DAYS Of NOTIFICATION. REPLACE TREES AND SHRUBS l'IHICH ARE IN DOUBTFUL CONDITION AT END OF f'!ARRANTY PERIOD; UNLESS, IN OPINION OF LANDSCAPE ARCHITECT, IT IS ADVISABLE TO EXTEND f'!ARRANTY PERIOD FOR A FULL GROf'!ING SEASoN. 1.8.5. ANOTHER f'!ARRANTY SITE OBSERVATION VISIT f'!ILL BE coNDIJCTED AT END Of EXTENDED f'!ARRANTY PERIOD, If ANY, TO DETERMINE ACCEPTANCE OR REJECTION. REQUIRED REPLAGEMENT5 SHALL BE FURNISHED, AND PLANTED AS ORIGINALLY SPECIFIED. PART 2 -PRODUCTS 2.1. SOIL AMENDMENTS 2.1.1. ORGANIC SOIL AMENDMENT SHALL BE A BLENDED :oMHERGIALLY PROCESSED SOIL CONDITIONER CONSISTING OF AN ORGANIC-BASED CONDITIONER, PRE 'ARED BY MIXIN0 A LIGHT, FRIABLE, SILICEOUS MATERIAL f'!ITH NITROGEN-FORTIFIED, FINELY GROUND [ i\RK, moo CHIPS AND/OR SAf'l DUST. THE MATERIAL SHALL CONTAIN A LON0·LASTING FORM OF I (ON AND SHALL BE f'!ILBUR-ELLIS "ORGANO-LIFE" SOIL AMENDMENT OR APPROVED EQUAJ . 2.1.2. BARK MULCH, BARK HULGH SHALL BE INSTALLED AT A MINlelJM DEPTH OF 3" IN ALL PLANTING AREAS. MULCH SHALL BE EARTHf'!ISE ECO-MULCH, AS M. ,NUFACll!RED BY A.J. ECOLOGY INDUSTRIES ING., (blq) 144·0<142. SUBMIT SAMPLE TO CITY INSPEGTCR FOR APPROVAL PRIOR TO BULK DELIVERY TO SITE. 2.1.3. COMMERCIAL FERTILIZER COMPLETE FERTILIZER OF NEUTRAL CHARACTER, PER THE $?IL TEST RECOMMENDATIONS. 2.1.4. PLANT TABLETS, 2.1.4.1. GROUNDGOYER, AGRIFORM 5-GRAM (20-10-5) BLUE CHIP TABLETS. 2.1.4.1. SHRUBS AND TREES, A0RIFORM 2I-GRAM (20-10-5) BLUE CHIP TABLETS. 2.1.5. IRON SULFATE, IRON SHALL BE EXPRESSED AS METALLIC-DERIVED FROM SULFATE-DEEP GREEN (FES04H20) A MINIMUM ANALYSIS OF 200 % AND <18.3% RETAINED ON A 10 MESH SCREEN. 2.1.6. GYPSUM, AGRICULTURAL GRADE GYPSUM SHALL BE A (GAS04H20) CALCIUM SULFATE <14.3 SHALL PASS A 50 HESH SCREEN. 2.2. PLANTING BACKFILL MIX 2.2.1. PLANTING BACKFILL SHALL BE A THOROUGHLY BLENDED MIXTURE OF EXCAVATED SOIL FROM THE PITS AND SOIL AMENDMENTS AT THE RATE RECOMMENDED IN THE SOIL TEST RESULTS. 2.3. PLANT MATERIAL 2.3.1. QUALITY, PROVIDE TREES, SHRUBS, AND OTHER PLANTS OF SIZE, GENUS, SPECIES, AND VARIETY SHOY'IN AND SGHEDIJLED FOR LANDSCAPE f'!ORK AND GOMPL YIN0 f'!ITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI 260.1 "AMERICAN STANDARD FOR NURSERY STOCK." 2.3.2. CONTAINER STOCK (I GAL., 5 GAL., 15 GAL., BOXES) SHALL HAVE BEEN GROf'!N IN CONTAINER FOR AT LEAST SIX MONTHS, BUT NOT OYER Tf'!O YEARS. NO CONTAINER PLANTS THAT HAVE CRACKED OR BROKEN BALLS Of EARTH, Y'IHEN TAKEN FRON THE CONTAINER, SHALL BE PLANTED, EXCEPT UPON SPECIAL APPROVAL. NO TREES f'!ITH DAMAGED ROOTS OR BROKEN BALLS SHALL BE PLANTED. 2.3.3. TREES, PROVIDE TREES OF HEl0HT AND f'!IDrrl SCHEDIJLED OR SHOf'!N AND f'!ITH BRANCHING CONFIGURATION RECOMMENDED BY ANSI 260.1 FOR TYPE AND SPECIES REQUIRED,. UNLESS OTHERf'!ISE SPECIFIED QUANTITIES SHALL BE FURNISHED AS NEEDED TO COMPLETE f'!ORK SHOf'!N ON DRA!'ilNGS. PROVIDE SINGLE STEM TREES EXCEPT f'!HERE SPECIAL FORMS ARE SHOf'!N OR LISTED. 2.3.4. SHRUBS, PROVIDE SHRUBS Of THE HEIGHT AND f'!IDTH SHOf'!N OR LISTED REQUIRED BY ANSI 260.I FOR TYPE AND HEIGHT OF SHRUB REQUIRED. 2.4. GROUNDCOI/ER MATERIALS 2.4.1. SEED, PROVIDE FRESH, CLEAN, NEf'l-GROP SEED COMPLYING 111TH TOLERANCE FOR PURITY AND GERMINATION ESTABLISHED BY OFFICIAL SEED ANALYSTS Of NoRTH AMERICA. PROVIDE SEED MIXJlJRE COMPOSED Of SEED SPEGIE5, PROPORTIONS AND MINIMUM PERCENTAGES OF PURITY, GERMINATION, AND MAXIMUM PERCENTAGE OF f'!EED SEED, AS SPECIFIED II' THE "SCHEDULE Of SEED MIXTURES" INDICATED ON PLANS. 2.4.2. PROVIDE GROUND GOVER PLANTS ESTABLISHED. ,ND f'!ELL ROOTED IN FLAT REMOVABLE CONTAINERS AND f'!ITrl NOT LESS THAN MINIMUM NUMBEF AND LENGTH OF RUNNERS REQUIRED BY ANSI 260.1 FOR THE POT SIZE SHOf'!N OR LISTED. 2.5. HYDROSEED COMPONENTS AND ADDITIVES 2.5.1. MATERIALS, ALL MATERIALS SHALL BE STANDAI' ), APPROVED, FIRST GRADE Gl.lALITY AND IN PRIME CONDITION f'!HEN INSTALLED. ALL COMMERCIAL 'ROGESS OR PACKAGING MATERIAL SHALL BE DELIVERED TO THE SITE IN THE ORIGINAL UNOPENED CC ffAINERS BEARING THE MANUFACTURER'S GUARANTEED ANALYSIS. 2.51. BINDER -AZ·TAG OR EQUAL. 2.5.3. CELLULOSE FIBER e!JLGH -f'!EYERHAEUSER "SILVA-FIBER" OR EQUAL. 2.6. MISCELLANEOl)S LANDS6APE MATERIALS 2.6.1. STAKING MATERIAL, STAKES SHALL BE OF LODGEPOLE PINE. THESE SHALL BE STRAIGHT SHAFTS, SHAVED AND GUT CLEAN AND BARE Of BRANCHES AND STUBS, OF UNIFORM THIGKNE$S f'!ITH A MINIMUM DIAMETER OF 2 INCHES, FREE OF LOOSE KNOTS, SPLITS OR BENDS. STAKES SHALL BE NO LESS THAN TEN (lo) FEET IN LENGTH. 2.6.2. TREE TIES, TREE TIES SHALL BE 1/.1.T. GINGH-TIE OR APPROVED EGl.lAL. 2.6.3. Gil( f'!IRES, 12 GAUGE GALVANIZED f'!IRE. 2.6.4. Gil( HIRE HOSE, 3/B' OR 5/16" X .062" f'lT POLYETHYLENE TUBING BY f'!ARD MFG., (114) 631-5055. 2.6.5. ROOT BARRIERS, GOPOL YHER POLYPROPYLENE, INJECTION MOLDED, .080 THICKNESS ROOT BARRIER AS MANUFACTURED BY DEEP ROOT CORPORATION, (800) 45B-166B. USE MODEL UB 24·2 ADJACENT TO CURES AND PAVING SURFACES. USE MODEL UB %-2 ADJACENT TO RETAINING f'!ALLS AND BUILDING FOOTINGS. PART 3 -EXECUTION 3.1. PREPARATION -GENERAL 3.1.1. ALL ROCK AND OTHER GROf'!TH OR DEBRIS ACCUMULATED DURING THE DURATION OF THE PROJECT SHALL BE REMOVED FROM THE SITE. 3.1.2 GRADING AND SOIL PREPARATION f'!ORK SHALL BE PERFORMED ONLY DURING THE PERIOD f'!HEN BENEFICIAL AND OPTIMUM RESULTS MAY BE OBTAINED. IF THE MOISTURE CONTENT OF THE SOIL SHOULD REACH SUCH A LEVEL THAT f'!ORKING IT f'!OULD DESTROY SOIL STRUCTURE, SPREADING AND GRADING OPERATIONS SHALL BE SUSPENDED UNTIL THE MOISTURE CONTENT IS INCREASED OR REDUCED TO ACCEPTABLE LEVELS AND THE DESIRED RESULTS ARE LIKELY TO BE OBTAINED. 3.1.3. ALL SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROGEEDIN0 f'!ITH ANY f'!ORK, CAREFULLY GHEGK AND VERIFY ALL DIMENSIONS AND IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT Of ANY DISCREPANCY BETf'!EEN THE DRA!'ilNGS AND/OR SPECIFICATIONS AND ACTUAL CONDITIONS. 3.1.4. QUANTITIES FOR PLANT MATERIALS ARE SHof'!N FOR CONVENIENCE ONLY, AND NOT GUARANTEED. CHEvK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO FULFILL INTENT Of DRAl'IING5. vERTIFY ANY CLARIFICATION'S f'!ITH THE LANDSCAPE ARCHITECT. ADEGl.lATELY STAKE, BARRlvADE, AND PROTECT ALL IRRIGATION EQIJIPMENT, MANHOLES, UTILITY LINES, AND OTHER EXISTIN0 PROPERTY DIJRING ALL PHASES Of THE SOIL AMENDING, PLANTING AND GRADING OPERATIONS. 3.1.5. CONTRACTOR SHALL SUPPLY SIGNED COPIES OF REQUIRED CERTIFICATES, TRIP SLIPS, AND INVOICES FOR SOIL PREPARATION MATERIALS, AND SHALL INVOICE SUGH MATEl'JAL, vOMPARING THE TOTAL QUANTITIES OF EACH MATERIAL FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IF THE MINIMJM SOIL PREPARATION RATES Of APPLICATION HAYE NOT BEEN MET, THE LANDSCAPE ARCHITECT f'!ILL REaJIRE AT No COST TO Of'!NER, THE DISTRIBUTION Of ADDITIONAL aJANTITIES Of THESE MATERIALS TO FULFILL THE MINIMUM APPLICATION REGl.llREMENTS SPECIFIED. 3.2. FINISH GRADING 3.2.1. FINISH GRADING, FINISH GRADES SHALL BE AS INDICATED ON THE CIVIL ENGINEER'S DRA!'ilNGS AND LANDSCAPE DRA!'ilNGS. 3.2.2. FINISH GRADES SHALL BE MEASURED AS frlE FINAL f'!ATER COMPACTED AND SETTLED SURFACE GRADES; AND SHALL BE f'!ITHIN PLUS OR MINUS 0.1 FOOT OF THE SPOT ELEVATIONS AND GRADE LINES INDICATED ON THE DRAf'!IN6. 5.2.5. MOLDING AND ROUNDING OF THE GRADES SHALL BE PROVIDED AT ALL CHANGES IN SLOPE f'!HERE REQUIRED BY THE LANDSCAPE ARCHITECT. 3.2.4. ALL UNDULATIONS AND IRREGULARITIES IN THE PLANTING SURF AGES RESULTING FROM TILLAGE, ROTOTILLING AND ALL OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT BEFORE PLANTING OPERATIONS ARE INITIATED. 3.2.5. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PROTECT AND AVOID DAMAGE TO SPRINKLER HEADS, IRRIGATION LINES, AND OTHER UNDERGROUND UTILITIES DIJRIN0 HIS GRADING AND CONDITIONING OPERATIONS. 5.2.6. FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE Of THE SITE f'!ITH ALL SURFACE DRAINAGE Af'!AY FROM BUILDINGS, f'!ALLS, AND TOf'!ARD ROADf'!AYS, DRAINS AND CATCH BASINS. 3.2.1. FINISH GRADE SHALL MATCH THOSE OF THE CIVIL ENGINEER'S DRAf'!INGS. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE ARCHITECT BEFORE PLANTING OPERATIONS f'!ILL BE ALLOf'!ED TO BEGIN. 3.3. PREPARATION FOR PLANTING AREAS 3.3.1. SOIL CONDITIONING, FERTILIZING I ROTOTILLING, AFTER THE PLANTING AREAS HAVE BEEN GRADED, APPLY SOIL AMENDMENTS AND INITIAL FERTILIZERS AS SPECIFIED IN ALL LAHN AND GROUND COVER AREAS ~ITH A SLOPE OF 3,1 OR FLATTER. ALL LAf'!N AREAS SHALL BE GROSS-RIPPED IN Tt'lo DIRECTIONS TO A DEPTH OF 8 INCHES MINIMJM BELOf'l FINISH GRADE. DURING THIS OPERATION, ALL STONES OVER I INCH IN GREATEST DIMENSION SHALL BE REMOVED. REMOVE HIGH AREAS AND FILL IN DEPRESSIONS. TILL TO A DEPTH Of NOT LESS THAN 6 INCHES BY ROTOTILLING A MINIMUM OF Tf'!O (2) ALTERNATING PASSES. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE, FREE Of LUMPS, GLOD5, STONES, ROOTS AND OTHER EXTRANEOUS MATTER. GRADE SHALL BE RETURNED TO THE CONDITION OF THE APPROVED GRADING PLANS. 3.3.1.1. PRIOR TO PREPARATION OF UNGRADED AREAS DESIGNED TO BE LANDSCAPED, REMOVE EXISTING VEGETATION AND f'!EEDS. PROPERLY DISPOSE Of SUCH MATERIAL OUTSIDE OF OHNER'S PROPERTY. 3.3.1.1.1. SOIL AMENDMENTS SHALL BE APPLIED AT THE RATES RECOMMENDED BY THE SOIL TESTING LAB. THE FOLLOl'IING SCHEDULE 15 FOR BIDDING PURPOSES ONLY. ADJUSTMENTS MAY BE NECESSARY. 3.3.1.1.1.1. ORGANIC AMENDMENT 6 GU. YD. PER 1,000 50. FT. 3.3.1.1.1.2. IRON SULFATE, 20 LBS PER 1,000 SO. FT. 9.3.1.1.1.3. GYPSUM, 120 LBS PER 1,000 50. FT. 3.3.1.1.1.4. PRE-PLANT FERTILIZER 30 LBS PER 1,000 SQ. FT. 3.3.2 ALL SLOPE AREAS 2,1 OR STEEPER SHALL RECEIVE GYPSUM AT A RATE Of 120 LBS. PER 1,000 50. FT. 3.4. EXCAVATION FOR TREES AND SHRUBS 3.4.1. CONTAINER GROf'!N STOCK IN GANS SHALL BE REMOVED l'1ITHOUT DISTUREING THE ROOT BALL. STOCK GROl'IN IN BOXES SHALL HAYE BOTTOMS REMOVED. ALL USED CONTAINERS SHALL BE REMOVED TO THE STORAGE AREAS OR FROM THE SITE. EACH TREE AND SHRUB SHALL BE PLACED IN THE CENTER Of THE HOLE AND SHALL BE SET PLUMB, REMOVE SIDES OF BOXES AND HOLD RIGIDLY IN POSITION UNTIL THE PLANTING BACKFILL HAS BEEN TAMPED AROUND EACH ROOT BALL. 3.4.1.1. FOR CONTAINER GROf'!N STOCK, EXCAVATE AS SPECIFIED FOR SIZE Of CONTAINER f'!IDTH AND DEPTH. 3.4.1.2. DISPOSE OF EXCESS SUBSOIL REMOVED FROM PLANTING EXCAVATIONS. 3.4.1.3. FILL EXCAVATIONS FOR TREES AND SHRUBS f'!ITH f'!ATER AND ALLOf'l f'!ATER TO PERCOLATE OUT PRIOR TO PLANTING. 3.5. PLANTING TREES AND SHRUBS 3.5.1. ALL PLANTS SHALL BE SET AT SUCH A LEVEL THAT AFTER SETTLIN0, THEY BEAR ONE INCH ABOVE THE SURROIJNDING FINISH GRADE AS THEY BORE TO THE SOIL LINE 0RADE IN THE CONTAINER. 3.5.2. PLANTING TABLETS SHALL BE PLACED IN EACH TREE AND SHRUB PLANTING HOLE AT THE 3.5.2.1. 1·21 GRAM TABLET PER I GALLON CONTAINER. 3.5.2.2. 3-21 GRAM TABLETS PER 5 GALLON CONTAINER. 3.5.2.3. 4-21 GRAM TABLETS PER 15 GALLON CONTAINER. 3.5.2.4. 1·21 GRAM TABLET PER EACH 4 INCH OF BOX SIZE. 5.5.2.5. 1-5 GRAM TABLET PER FLATTED OR LINER PLANT. 3.5.3. NO PLANT f'!ILL BE ACCEPTED IF THE ROOTBALL 15 BROKEN OR 6RACKED, EITHER BEFORE, DIJRING OR AFTER THE PROCESS Of INSTALLATION. 3.5.4. YIATER BASIN SHALL BE FORMED AROUND EACH TREE AND SHRUB PER DETAIL. ALL PLANTS SHALL BE THOROUGHLY f'!ATERED IMMEDIATELY AFTER PLANTING. 3.5.5. l'IHEN DIRECTED BY THE LANDSCAPE ARCHITECT, CONTRACTOR SHALL PRUNE, THIN OUT, AND SHAPE TREES AND SHRUBS IN ACCORDANCE f'!ITH STANDARD HORTICULTURAL PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. UNLESS OTHERf'!ISE DIRECTED BY LANDSCAPE ARCHITECT, DO NOT GUT TREE LEADERS, AND REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOf'!ERING TREES, IF ANY. PRUNE TREES AND SHRUBS TO RETAIN NATURAL CHARACTER. 9.5.6. REMOVE AND REPLACE EXCESSIVELY PRUNED OR MISFORMED STOCK RESULTING FROM IMPROPER PRUNING. 3.5.1. STAKE TREES IMMEDIATELY AFTER PLANTING, AS INDICATED. ALL TREES, 15 GALLON AND SMALLER SHALL BE SINGLE STAKED, 24' BOX AND LARGER SHALL BE DOUBLE STAKED AS INDICATED ON DRAf'!INGS. THE STAKES SHALL BE DRIVEN IN PLUMB AND SECURE. SPECIAL GARE SHALL BE TAKEN THAT THE DRIVING IN OF THE STAKE DOES NOT DAMAGE THE TREE ROOTS OR ROOTBALL. TREE TIES SHALL BE FASTENED PER DETAIL. 3.6. HYDROSEEDING 3.o.l. INSPECTION Of CONDITIONS, BEFORE PROCEEDING f'!ITH ANY f'!ORK, THE HYDROSEEDING LANDS6APE CONTRACTOR SHALL CAREFULLY CHECK PLANTING AREA vONDITIONS AND SHALL IMMEDIATELY INFORM THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETf'!EEN THE DRA~INGS AND ACTUAL CONDITIONS. NO f'!ORK SHALL BE DONE ON ANY AREA f'!HERE THERE ARE SUCH DISCREPANCIES OR f'!HERE CONDITIONS ARE UNSUITABLE FOR SUCCESSFUL PLANT MATERIAL ESTABLISHMENT UNTIL APPROVAL HAS BEEN GIVEN BY THE LANDSCAPE ARCHITECT. 3.6.2. QUALITY OF f'!ORK, THE HYDROSEEDING f'IORK SHALL BE PERFORMED BY A COMPETENTLY TRAINED INDIYID\JAL OR HYDROSEEDING COMPANY IN ACCORDANCE f'!ITH THE BEST STANDARDS AND PRACTICES RELATED TO THE TRADE. 3.6.3. SOIL PREPARATION, f'!ATER ALL PLANTING AREAS THOROUGHLY AND CONTINUOUSLY FOR THREE (3) CONSEGIJTIYE DAYS TO SATURATE UPPER LAYERS Of SOIL PRIOR TO HYDROSEEDING OPERATION. ALLOf'l PLANTING AREA SOIL SURFACE TO DRY OUT FOR ONE DAY ONLY PRIOR TO THE HYDROSEEDING APPLICATION. CARE MUST BE TAKEN TO NOT ALLOf'l THE SOIL SURFACE TO BE SUPER SATURATED f'!ITH f'!ATER PRIOR TO THE HYDROSEEDING INSTALLATION AT THE SAME TIME THE SOIL SURFACE SHOULD NOT BE BONE DRY. THERE SHOULD BE SOME RESIDIJAL MOISTURE f'!ITHIN rrlE FIRST 1/4 INCH Of SOIL SURFACE. 3.6.4. BEGIN THE HYDROSEEDING OPERATION ON ALL AREAS AS SPECIFIED HEREIN. 3.6.4.1. HYDROMULCHING APPLICATION AND PLANTING SCHEDULE, THE HYDROMULCHING SHALL BE APPLIED IN THE FORM Of A FLURRY CONSISTING OF ORGANIC SOIL AMENDMENTS, GOMMERGIAL FERTILIZER, AND OTHER GHEHICAL5 GALLED FOR. HHEN HYDRAULICALLY SPRAYED ONTO THE SOIL, THE MULCH SHALL NoT FORM A BLOTTER LIKE MATERIAL. THE SPRAY OPERATION MUST BE SO DIRECTED THAT THE SLURRY SPRAY f'!ILL ALSO PENETRATE THE SOIL SURFACE AS TO DRILL AND MIX THE SLURRY COMPONENTS INTO THE SOIL, THUS ENSURING MAXIMUM IMPRE0NATION AND COVERAGE. 3.6.4.2. PREPARATION OF HYDROSEEDIN0 MIXTURE, THE SLURRY SHALL BE PREPARED AT THE SITE AND ITS GOMPONENT5 SHALL BE MIXED TO SUPPLY THE RATES Of APPLICATION AS PER SPECIFICATIONS. 3h.4.3. SLURRY PREPARATION SHALL BEGIN BY ADDIN0 f'!ATER TO THE LINK f'!HEN THE ENGINE IS AT ONE-HALF THROTTLE. f'!HEN THE f'!ATER LEVEL HAS REACHED THE HEIGHT Of THE AGITATOR SHAFT AND GOOD RECIRCULATION HAS BEEN ESTABLISHED, THE FERTILIZERS SHALL BE ADDED TO THE MIXTURE (THE TANK SHALL BE AT LEAST 1/3 FILLED f'!ITH f'!ATER AT THIS TIME). 9.6.4.4. THE ENGINE THROffiE SHALL BE OPEN TO FULL SPEED f'!HEN THE TANK IS 1/2 FILLED f'!ITH f'!ATER. ALL ORGANIC AMENDMENTS, FIBER, AND CHEMICALS SHALL THEN BE ADDED BY THE TIME THE TANK IS 2·1/3 TO 3/4 FULL. AT THIS TIME THE SEED MIX SHALL ALSO BE ADDED. 3.6.4.5. SPRAYIN0 SHALL COMMENCE IMMEDIATELY f'!HEN THE TANK 15 FULL AND THE SLURRY IS NIXED. 3.6.5. APPLICATION, THE OPERATOR SHALL SPRAY THE AREA f'!ITH A UNIFORM VISIBLE GOAT USIN0 THE DARK COLOR OF THE CELLULOSE FIBER OR. ORGANIC AMENDMENT AS A VISUAL GUIDE. THE SLURRY SHALL BE APPLIED IN A DOf'!Nf'!ARD DRILLING NOTION VIA A FAN STREAM NOZZLE. 3.6.6. TIME LIMIT, THE HYDROelJLGHING SLURRY COMPONENTS ARE NoT TO BE LEFT IN THE HYDROMULGH MACHINE FOR MORE THAN Tf'!O HOURS. IF SLURRY COMPONENTS ARE LEFT FOR MORE THAN TYlO HOURS IN THE MACHINE, THE CONTRACTOR SHALL ADD 50% MORE OF THE ORIGINALLY SPECIFIED SEED MIX TO ANY SLURRY HIX ~HIGH HAS NOT BEEN APPLIED f'!ITHIN THE Tf'!O HOJRS AFTER MIXING. THE CONTRACTOR SHALL ADD "/5% MORE OF THE ORIGINAL SEED MIX TO ANY SLURRY MIXTURE f'!HICH HAS NOT BEEN APPLIED EIGHT HOURS AFTER MIXING. ANY MIXTURE NoT APPLIED AFTER EIGHT HOIJRS SHALL BE REJECTED AND DISPOSED Of 0Ff-5ITE AT CONTRACTOR'S EXPENSE. 3.6.l PROTECTION, SPECIAL GARE IS TO BE EXERCISED BY ]}IE CONTRACTOR TO PREVENT ANY Of THE SLURRY FROM BEING SPRAYED ONTO ANY ADJACENT PROPERTY, ETG. ANY SLURRY SPRAYED ONTO THESE AREAS SHALL BE GLEANED OFF AT THE GONTRAC TOR'S EXPENSE. 3h.8. HYDROMULCHING SCHEDULE, AS AN ADDED PRECAUTION, THE HYDROSEEDED AREA SHALL BE PRESOAKED f'!ITH f'!ATER BY THE IRRl0ATION SYSTEM TO A DEPTH OF THREE (3) INCHES 48 HOURS PRIOR TO THE HYDROSEEDING INSTALLATION. 3.6.<I. APPLICATION RATES, CELLULOSE FIBER· 2,000 LBS/AGRE M-BINDER -140 LB5 PER AGRE SEED MIX· AS INDICATED ON DRA!'ilNGS FERTILIZER, 3.6.I0.2. THE EQUIPMENT SHALL HAYE A BUILT-IN AGITATION SYSTEM UNDER OPERATING CAPACITY SUFFICIENT TO AGITATE, SUSPEND AND HOMOGENEOUSLY MIX A SLURRY CONTAINING NoT LESS THAN 20 KILOS (44 LBS.) Of ORGANIC MULCHING AMENDMENT PLUS FERTILIZER CHEMICAL ADDITIVES AND SOLIDS FOR EACH 100 GALLONS OF f'lA TER. 3.1. PLANTING GROUND COVER 3.1.1. 5PAGE GROUND GOVER PLANTS AS INDICATED OR SCHEDULED. 3.1.2. DIG HOLES LARGE ENOUGH TO ALLOf'l FOR SPREADING OF ROOTS AND BACKFILL f'!ITH PLANTING SOIL. f'!ORK SOIL AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUGER INDENTATION AROUND PLANTS. f'!ATER THOROUGHLY AFTER PLANTING, TAKING GARE NOT TO GOVER GROf'!NS Of PLANTS f'!ITH f'!ET SOILS. PROVIDE PLANT TABS PER SPECIFICATION 3.5.2. 3.1.3. PROVIDE 3 INCH THICKNESS OF BARK MULCH IN ALL NON· TURF PLANTIN0 AREAS LESS STEEP THAN 3,1 (RIPARIAN AREAS EXCLUDED) 3.8. POST FERTILIZATION 3.8.1. POST FERTILIZATION FOR ALL AREAS SHALL OCGURAFTER PLANTING AT A RATE SPECIFIED IN THE SOIL TEST RECOMMENDATIONS. 3_q_ MAINTENANCE PERIOD 3.<1.1. THE MAINTENANCE PERIOD BEGINS ON THE FIRST DAY AFTER ALL LANDSCAPE, IRRIGATION, AND ALL OTHER INDICATED OR SPECIFIED f'!ORK ON THIS PROJECT 15 COMPLETE, CHECKED, ACCEPTED AND f'!RITTEN APPROVAL FRON THE LANDSCAPE ARCHITECT IS GIVEN. 3_q1_ THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ALL INVOLVED AREAS OF THE CONTRACT DURING THE PROGRESS Of THE f'!ORK AND DIJRING THE MAINTENANCE PERIOD UNTIL THE FINAL AGGEPTANGE Of THE t'iORK. BAB. THE MAINTENANCE PERIOD SHALL CONTINUE UNTIL FINAL ACCEPTANCE, BUT IN NO GASE, LESS THAN <10 DAYS AFTER APPROVED COMPLETION OF LANDSCAPING. 3A4. ]}IE CONTRACT COMPLETION DATE Of THE CONTRACT MAINTENANCE PERIOD f'!ILL BE EXTENDED, f'!HEN IN THE OPINION Of THE LANDSCAPE ARCHITECT, IMPROPER MAINTENANCE AND/OR POSSIBLE POOR OR UNHEALTHY CONDITION Of PLANTED MATERIAL OR UNESTABLISHED NaN-COVERING LAf'!NS ARE EVIDENT AT THE TERMINATION Of THE SCHEDULED MAINTENANCE PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL MAINTENANCE Of THE f'!ORK AT NO CHANGE IN CONTRACT PRICE UNTIL ALL Of THE f'!ORK IS COMPLETED AND ACCEPTED LANDSCAPE ARCHITECT. 9AS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEaJATE PROTECTION OF THE LANDSCAPE AREAS. DAMAGED AREAS SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 3.<1.6. THE CONTRAvTOR MAINTAIN TREES, SHRUBS, AND OTHER PLANTS BY PRUNING, MOf'!ING, CULTIVATING, AND f'!EEDIN0 AS REQUIRED FOR HEALTHY GROf'!TH; CONTRACTOR SHALL RESTORE PLANT f'!ATERING BASINS, TIGHTEN AND REPAIR STAKE AND Gil( SUPPORTS, RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED, AND SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. 3.10. GLEAN.JP AND PROTECTION 9.10.1. DURING LANDSCAPE f'!ORK, KEEP PAVEMENTS GLEAN AND f'!ORK AREA IN AN ORDERLY CONDITION. 3.10.2. PROTECT LANDSCAPE f'!ORK AND MATERIALS FROM DAMAGE D\JE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES, AND TRESPASSERS. MAINTAIN PROTECTION DIJRING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR REPLACE DAMAGED LANDSCAPE f'!ORK AS DIRECTED. 3.11. SITE OBSERVATION VISITS, 3.12.1. SITE OBSERVATION VISITS HEREIN SPECIFIED SHALL BE MADE BY THE CITY INSPECTOR AND THE LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL REQUEST SITE OBSERVATION IN 48 HOURS ADV ANGE OF THE TIME OBSERVATION IS REQUIRED. 3.11.2. SITE OBSERVATION ~ILL BE REQUIRED FOR THE FOLLOf'!ING PARTS Of THE f'!ORK, 3.11.2.1. INCORPORATION Of S?IL CONDITIONER AND FERTILIZER INTO THE SOIL. 3.11.2.2. UPON COMPLETION Of FINISH GRADING PRIOR TO PLANTING. 3.11.2.3. APPROVAL Of PLANT MATERIALS. 3.ll.2.4. l'1HEN PLANTING, AND ALL OTHER INDICATED OR SPECIFIED f'!ORK, EXCEPT THE MAINTENANCE PERIOD, HAS BEEN COMPLETED. 3.11.2.5. FINAL SITE OBSERVATION VISIT AT THE COMPLETION Of THE MAINTENANCE PERIOD. THIS SITE OBSERVATION VISIT SHALL ESTABLISH THE BEGINNING DATE FOR THE f'!ARRANTY PERIOD OF PLANT MATERIAL. 3.11.2.6. UPON COMPLETION Of THE f'!ARRANTY PERIOD. 3.11.3. ACCEPTANCE, UPON COMPLETION OF THE FINAL SITE OBSERVATION VISIT AND THE f'!ORK OF THIS SECTION, THE CONTRACTOR l'1ILL BE NOTIFIED IN VIRITING (I) yjHETHER THE f'!ORK 15 ACCEPTABLE; (2) OF ANY REQUIREMENTS NECESSARY FOR COMPLETION AND AGGEPTANGE. 3.11.4. THE CONTRACTOR OR HIS NiTHORIZED REPRESENTATIVE SHALL BE ON THE SITE AT THE TIME Of EACH SITE OBSERVATION VISIT BY THE LANDSCAPE ARCHITECT. END Of SECTION 02<100 L A N D PLANNING TURF AREA -(12-12-12) -400 LBS. / AGRE OTHER AREAS· (0·36-0) -300 LBS./ AGRE (38-0-0) -50 LBS. / ACRE 3.6.10. HYDROSEEDING EQUIPMENT, THE SPECIFIED COMPONENTS SHALL BE MIXED TOGETHER IN A HYDROSEEDING MACHINE DESCRIBED AS FOLLOf'!S, PLANNING JlilLl±l ASSOCIATE S_J!i!J_ m!UtBtzE LANDSCAPE ARCHITECTURE 2979 STATE STREET SUITE "C'' C A R L S 8 A D, C A. 9 2 0 0 8 (/ 60)/ 29-'6 JI fAX:(/60)/29-8314 DRAWN BY: J.O.l..itL DATE: 9/7 /05 -9/10/05 -6/19/06 3.6.IO.I. THE HYDROMULGHING EQUIPMENT SHALL MEET THE MINIMUM REQUIREMENTS OF A SLURRY DISTRIBUTION LINE LARGE ENoUGH TO PREVENT CLOSING AND GONTINUoUS NON FLUCTUATING DISCHARGE Of AT LEAST 25 PSI AT THE END OF THE SPRAY NOZZLE. THE SLURRY TANK SHALL HAVE A MINle!JM CAPACITY Of 2000 GALLONS AND SHALL BE MOUNTED ON A TRAVELING UNIT EITHER SELF-PROPELLED OR DRAf'!N BY A SEPARATE UNIT. Cl F CARLSBAD FIRE DEPAR ] REQUIREli r,·s NO. OF F.H.(S)'""'-J.FLOW .. ___ G.P.M. 0 __F.H.(S). BLDG, SPRINKLED YE .. F.FLOW G.P.M. DATE "AS UILT" EXP. 'z · '?/-// DATE REVIEWED BY: Ji. ~ . I c~,-~b._91.. INSPECT~ ---., DATE t----+---+--------------t---1--1--1---1 uTI CITEYGINifiNG ~~MiN~AD LITJ :=LA===M::::os==c==11:..;P[===M.:::[::::O/,::'AN===1A==,IP::::'R:::;O:::V£.::::ill:=,[:::N:::::T=P:::ZA:::N:::S=r::;::o:::R::::: =:::::::...:===::; COVERING DURING DELIVERY. BEN CfilVL'-\RK: FOLLOV'ilNG RATE, r,;;;::-------------------:_..1;:::::J:::::t:::::::::::::::::::::::::::::::::::j;:::::r:::::r:::::t::::-=i ,-----,---------,----------1 P~KrING DEPARTMENT APPR. . L 1----+--+----------+---1---j---t----1 NORTH COAST CAL VARY CHAPEL NOTE!.1 ELECIT/ONIC OA TA FILES Af/E FOTI f/EFET/ENCE ONLY ANO ARE NOT TO BE USED FOR HORIZONTAL Of/ VET/TICA/ SURVEY CONTROL DESCf<IPTION: LOCATION: RECORD FROM: ELEVATION: 4" PLASTIC CAP (5.0. CO. CONTROL PT. T-1301) EAST OF RAILROAD If/ACK IN RAIU/OAD R.O. W 500 FT. NOT/Tl/ OF PALOMAR AIRPORT ROAD 1980 ADJ 46.67 M.S.L. 0 ?)~ DESIGNED BY: ~S=.K~. -~ DATE: ~JA~N~. ~2~00~5~_ ~ .. / ~ DRAWN BY, B.O'D. J.B. SCALE: AS SHOWN ........... J'E· / / K.H. (SIGNJ.<.:DJ ' PROJECT MGR.:~~-~ JOB NO.: 97-IQ}\L._ PLA RECTOR C O ~I S ULT/INT S ,/' 2710 Loker Ave;u~~e W1~6 g:~i~n~~tneering ENGINEER OF WORK: ~-------,;;0 ;;;;, •• -,::,,,_;:'i;,.D:):::::~ ... ~:.::=cc-!'J-'E_,_1_~1 ... Carlsbad, California 92008 Processinr,i 7E.i0-931-7700 Surveying DATE': ( I ENGINEER OF WORK Fox: 760 931 8680 KEITH W. '.HANSEN RCE;: 60223 PRINT NAME ........... DME INITIAL DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL ff/. PRC IL r,tJ RCE:53M-,q F.......fl,••'-.1/\/' liAJi •••A ~Jo, EXPIRES 1,-30-oe, CITY ENGINEER DATt DWN BY: . , CHKD BY:1;;--,_;:' RI/WO BY: • PROJECT NO, CUP 04-05 DRAWING NO, 429-5 090809 ) I ' I OJ LEGEND: B@ = BEGIN DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A20D). E@ = END DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A20D). 0 = 12" SOLID WHITE LINE DETAIL PER CALTRANS STANDARD PLANS (THERMOPLASTIC). @ = DETAIL XX PER CALTRANS STANDARD PLANS. (XX) = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). r...,..= ; = ~ = / = V) > = STOP = ◊ = BIKE LANE LEGEND PER CAL TRANS STANDARD PLANS A24D. (THERMOPLASTIC) TYPE IV (LT) ARROW PER CALTRANS STANDARD PLANS (A24A) (THERMOPLASTIC). TYPE IV (RT) ARROW PER CAL TRANS STANDARD PLANS (A24A) (THERMOPLASTIC). TYPE VI ARROW PER CAL TRANS STANDARD PLANS (A24A) (THERMOPLASTIC). SIGNAL AHEAD PAVEMENT LEGEND PER CALTRANS STANDARD PLANS (A24D). (THERMOPLASTIC) PER CAL TRANS STANDARD PLANS (A24D). (THERMOPLASTIC) EXISTING PAVFMFNT MARKING. td' ¢..> ::::; EXISTING BIKE LANl LEGlND V) p = Ii§] = Ii[] = (RL) = IBRl = EXISTING SIGNAL AHEAD PAVEMENT LlGlND REMOVE AND SALVAGE REMOVE AND RELOCATE REMOVED AND RELOCATED REMOVE AND RESET ROAD SIGN CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE 'MTH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR 'MLL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 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 LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 'MTH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS 'MLL 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. I THIS PLAN SHEET A CCU RA TE FOR ELECTRICAL WORK ONL y I DRAWING FILE NAME: 3302-PD-Ol_C U.S.A. I. 003302 4-17-06 AT, MV MP: 4-17-06 STRIPING AND SIGNING: 1. The contractor Is responsible for installation of all signing and striping. 2. All signing, striping and pavement markings shall conform to the Federal Highway Administration (FHWA) Manual on Uniform Traffic Control devices (MUTCD) 2003 Edition as amended by the MUTCD 2003 California Supplement, the Caltrans Standard Specifications (2002 or latest version thereof), these plans and the Special Provisions. 3. All signing and striping is subject to the approval of the public Works Director or his representative, prior to installation. .. 4. Any deviation from these signing and striping plans shall be approved by the Engineer of Work and Public Works Director prior to any change in the field. 5. All striping shall be reflective per Caltrans specification. Striping shall be repainted two weeks after initial painting. 6. All signage shall be reflective per Caltrans specifications and shall use encapsulated lens reflective sheeting (High intensity or equal). 7. Prior to final acceptance of street improvements, all street striping and markings within a 500' perimeter of the construction project will be restored to a "like new" condition, in manner meeting the approval of the City Inspector. 8. Exact location of striping and stop limit lines shall be approved by the Public Works Director or his representative prior to installation. 9. Contractor shall remove all conflicting painted lines, markings and pavement legends by grinding. Debris shall be promptly removed by the contractor. 10. All pavement legends shall be the latest version of the Caltrans stencils. 11. Limit lines and crosswalks shall be field located. Crosswalks shall have 1 O' inside dimension unless otherwise specified. 12. All crosswalks, limit lines, stop bars, pavement arrows and pavement legends shall be thermoplastic unless otherwise specified. 13. Fire h~rant pavement markers shall conform to the MUTCD 2003 Editions as amended by the 2003 California Supplement and San Diego Regional standard Drawing M-19. 14. All median noses and flares shall be painted yellow. 1,5. All signs shall be standard size as shown In the MUTCD 2003 Editions as amended by the 2003 California Supplement unless otherwise specified. 16. Sign posts shall be square perforated steel tubing with breakaway base per San Diego Regional Standard Drawing M-45. 17. When a sign is attached to a pole, it shall be mounted using a standard City of Carlsbad approved mounting bracket with straps. 18. Existing signs removed by the contractor shall be delivered by the contractor to the City of Carlsbad Public Works Yard at 405 Oak Avenue. 19. All signs shown on these plans shall be new signs provided and Installed by the contractor except those signs specifically shown as existing to be relocated or to remain. • / 11!5)fUSJ BASE PROVIDED BY: O'DAY CONSULTANTS lf_4,,'<'J 1 ? ~ ~ STRIPING AND SIGNING DESIGN BY: s"Q . ·, . URBAN SYSTEMS ASSOCIATES, INC. ~ Q ffi 0930 4540 KEARNY VILLA ROAD, SUITE 106 ~ a(. ,-SAN DIEGO, CA 92123, (858) 560-4911 ~ "-'D'.P.t./JII {"" 1§~~~~~ c"=~ @ 4 ~,,A Ffv.;l$•t1.~1 , A •11 .,,If OF c~~~ t:7, iib', . .J1" ' , , • ·· '"'~ ANDREW P. SCHLAEFLI -"r.£. lfitf}jo?, #930 DAT£ NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALILA TION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT (MAY 20, 2004 )". 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AND CALIFORNIA SUPPLEMENT (MAY 20, 2004) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 A THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DA TED JULY 2004 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOYEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL. 5. CHANNELIZATION TYPE SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT" AND CONSISTENT 'MTH FIELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE 'MTH NORTH COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. ••-c·.-~~ .. ~i~~_Ess,oj;; \ {'--~~~ P. scr~~,),....~----------~ S"tf~" ';,,(,,'\'~-.\. "ASlUILT" {J !j TF! O'.l:!O ,o i •· • • /} ~ <EY,?&/J,,'tc,~} di~:~u~ c4Ad{· 11/t.5'/~ ~,_. "fl ,0 J:..,:/)· · 1\NDRiw P. SCHLAEFLI T.E. 930 • ' DATE -/,f-'(:'~f ,r:f/'°,;; REGISTRATION EXPIRES: 6-30-06 0~ REVIEWED BY: _,/} --·-BY: ,,..---,. · I_ 1/1 3/0.,., INSPECTOR/ -----.. DATE ' ~ 1 CITY OF CARLSBAD 11 SHEETS I 1-----+---+--------------+---l-----1----1---~. ENGINEERING DEPARTMENT . 4 1 f-----1---+-----------------+--..J.-----l-----+--- /o-9.o/f U5'AI DATE INITIAL ENGINEER OF WORK A5-B'U1LT REVISION DESCRIPTION DA TE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL S I G NIN G AND STRIPING PLAN FOR: POINSETTIA A VENUE AND A VIARA PARKWAY .C....._ CONRAD C. HAMMANN CITY ENGINEER PE: 33Q6,9. EXPIRES 6-30-08 DWN BY: AT PROJECT NO. CHKD BY: __ _ RVWD BY: Oc"L M.S. 04-02 r,-1)0' bATE DRAWING NO. 429-5 ! \ } Oli0609 . I LEGEND: B@ = E@ = BEGIN DETAIL PER CAL TRANS STANDARD PLANS (A20 TI-IROUGH A20D). END DETAIL PER CALTRANS STANDARD PLANS (A20 TI-IROUGH A20D). @ = @ = 12" SOLID WHITE LINE DETAIL PER CAL TRANS STANDARD PLANS (TI-IERMOPLASTIC). DETAIL XX PER CALTRANS STANDARD PLANS. (XX) = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). CD r_.,. = BIKE LANE LEGEND PER CAL TRANS STANDARD PLANS A24D. (TI-IERMOPLASTIC) ; • / - = = TYPE IV (LT) ARROW PER CAL TRANS STANDARD PLANS (A24A) (TI-IERMOPLASTIC). TYPE IV (RT) ARROW PER CAL TRANS STANDARD PLANS (A24A) (TI-IERMOPLASTIC). TYPE VI ARROW PER CAL TRANS STANDARD PLANS (A24A) (TI-IERMOPLASTIC). CJ) > STOP = = SIGNAL AHEAD PAVEMENT LEGEND PER CALTRANS STANDARD PLANS (A24D). (TI-IERMOPLASTIC) PER CAL TRANS STANDARD PLANS (A24D). (TI-IERMOPLASTIC) =~ = EXISTING PAVEMENT MARKI~IG, uJ I • c=C:o· = EXISTING BIKE LANE LEGEND (/) ]> = EXISTING SIGNAL .~HEAD PA\/EMEIH LEGENI IB§] = REMOVE AND SALVAGE lfilJ = REMOVE AND RELOCATE (RL) = REMOVED AND RELOCATED liIBl = REMOVE AND RESET ROAD SIGN NOTES: 1. TI-IE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING TI-IE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON TI-IESE PLANS. 2. TI-IE APPLICATION OF TI-IE TRAFFIC CONTROL DEVICES AND TI-IEIR PLACEMENT SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY TI-IE MUTCD 2003 CALIFORNIA SUPPLEMENT (MAY 20, 2004)". 3. IN ADDITION TO TI-IE GUIDELINES PROVIDED BY TI-IE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AND CALIFORNIA SUPPLEMENT (MAY 20, 2004) FOR TI-IE SELECTION OF TI-IE MOST APPROPRIATE DEVICES AND TI-IEIR PLACEMENT, TI-IE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 A TI-IROUGH T17 OF TI-IE CALIFORNIA STANDARD PLANS DA TED JULY 2004 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING TI-IE PATI-1 OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. TI-IE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELO CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF TI-IE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL 5. CHANNELIZA llON TYPE SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY TI-IE MUTCD 2003 CALIFORNIA SUPPLEMENT" AND CONSISTENT WITI-1 FIELO CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVER CONFILICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFILICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. !THIS PLAN SHEET ACCURATE FOR SIGNING AND STRIPING WORK ONLY! DRAWING FILE NAME: 3302-PD-2_C U.S.A. I. 003302 4-17-06 AT, MV MP· 4-17-0R EXISTING STRIPING RAISED MEDIAN -----------= ------ RW EXISTING STRIPING CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERAU Y ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION Of THE PROJ::CT, INCLUDING SAFETY Of ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLO DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PROJ::CT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING 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. RW TYPE IV (L) ARROW CURB CURB 36" X36" ~ W 41 (W3-3) BASE PROVIDED BY: O'DAY CONSULTANTS TRIPING AND SIGNING DESIGN BY: RBAN SYSTEMS ASSOCIATES, INC. 4540 KEARNY VILLA ROAD, SUITE 106 SAN DIEGO, CA 92123, (858} 560-4911 © B 38 SCALE: 1"=40' 0 20 40 -. ~ 1 CITY OF CARLSBAJ)7 I SHEETS I 1----+----+---------------+--_,___---1-_----1._--1 ~ _ ENGINEERING DEPARTMENT ::__J 4 1 f---+---+-----------------+-----+----+-----l------< ' to-"l-o~ us:Ax. DA TE INITIAL ENGINEER OF WORK AS-f!v,1.r REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL SIGNING AND STRIPING PLAN FOR: A VIARA PARKWAY A:aO,D: _,>/, -/4 ~ ~~ COORAo·c.,HAMMANN 8/21/6, CITY ENGINEER , PE:330_6 9 , EXPIRES 6-30-08 ~ DWN BY: AT CHKD BY:_~_ RVWD BY: 1),i: A..., PROJECT NO. M.S. 04-02 DRAWING NO. 429-5 I I EXISTING R&l-5 (CA) 24"X30" NO PARKING ANY ""' E 22 PAINT MEDIAN NOSE YELLOW. 24"X30" EXISTING R 7 (R4-7) R 26A 25' NO PARKING ANY ""' TYPE N-1 (OM1-3) YFl.l .OW RFFI .FCTI VF SHEETING NOTES: R 7 (R4-7) TYPE N-1 (OM1-3) YELLOW REFLECTIVE SflEETING GRIND EXISTING SlRIPING AND PAVEMENT MARKING FXISTl~IG W 17 (W3-I) R?6D (R8-3o) EXISTING STRIPING R 26A 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAmC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT (MAY 20, 2004 )". 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFlERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AND CALIFORNIA SUPPLEMENT (MAY 20, 2004) FOR THE SELECTION OF THE MOST APPROPRIATIE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1A THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATIED JULY 2004 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TIRAmc CONTIROL DEVICES ARE APPROXIMA TIE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAmC CONTIROL DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL. 5. CHANNELIZATION TYPE SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TIRAFFIC CONTIROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENr AND CONSISTIENT WITH FIELD CONDITIONS DURING CONSTIRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STIRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. B. CONTRACTOR TO COORDINA TIE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANY TIRANSPORTA TION CHANGES/COORDINATION. !THIS PLAN SHEET ACCURATE FOR SIGNING AND STRIPING WORK ONLY! R 1 (R1 -1) - EXISTING R26D (R8-3a) IFNDI R 818 DRAWING FILE NAME: 3302-P0-3_D U.S.A. I. 003302 4-17-06 AT, MV MP: 4-17-06 GRIND EXISTING CONFLICTING SlRIPING. CURB MATCH EXISTING E 9 200' --- ------- RAISED MEDIAN 36"X36" W 41 ( W3-3) 12"X18" ® BIKE LANE (R7-9a) EXISTING STRIPING RW 48 30" STOP R 1 (R1 -1) GRIND EXISTING CONFLICTING SlRIPING.--- -_J "' s· <[ C/) --~-,------ ---- EXISTING STRIPING CURB 12· 12' 42"X48" ONLY RJ-5 TYPE IV (R) ARROW ~(TYPICAL) ., I JO' II 12' 15' 12· 12· 12· 36"X36" RIGHT LANE MUST TURN RIGHT R 18-2 (R3-7) -----+ ---4t,'---. ~ -9 • 12' --+---- -- GRIND EXISTING CONFLICTING STRIPING. CURB ---------+----- R RW 24"X30" NO PARKING ANY TIME 26A (CA) TYPE IV (R) ARROW (TYPICAL) -----f--___ --- ------ 36"X36" RIGHT LANE MUST EXISTING SPEED TURN RIGHT LIMIT 45 R 18-2 (R3-7) R 2 (R2-1) 200' EXISTING STRIPING --8' --=~-=~=-f'o/=r-~=I~~ ~~ --__ --=-VAR. /-r/r- RW I®= SIGNALIZED INTERSECTictl I SEE DRAYING 429-SB 48"X16" ONE WAY R 10 (RT) (R6-1) RW A VIARA PARKWA y ---- B£_--=:w=,--,.,·~=----=,-,,..,'95."'5"'"''=~ Cl) z --=---,=-1~ n, 12' 12· -------n, ---------~ ~ ---~c.n EXISTING ® [Bi;] 6lo BIKE LANE R26D/R81 (R8-3a/R81) 36"X36" 0 0 W 41 ( W3--)3 EXISTING ~ 0 W 17 (W3-1) ~ EXISTING R26D (R8-3a) I BEGIN I R 81A CONSTIRUCTION CONTIRACTOR AGREES THAT IN ACCORDANCE Vl1TH GENERALLY ACCEPTED CONSTIRUCTION PRACTICES, CONSTRUCTION CONTIRACTOR V11LL BE REQUIRED TO ASSUME SOLE AND COMPLETIE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSlRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE UMITIED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION Vl1TH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS Vl1LL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN ~ITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. EXISTING iloNE WA~ R 10 (RT) (R6-1) RIGHT TURN ONLY TYPE N-1 (0M1-3) YELLOW f\EFLEGTI\/E SHEETING EXISTING BIKE LANE R26D/R81 (R8-3a/R81) 4540 KEARNY VILLA ROAD, SUIT£ 106 SAN DIEGO, CA 92123, (858} 560-4911 © EXISTING W 41 (W3-3) EXISTING STRIPING EXIST NG CURB - RAISED MEDIAN SIGNAL AHEAD PAVEMENT MA.RKING LEGEND: EXISTING SPEED LIMIT 45 R 2 (R2-1) = BEGIN DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A20D). = END DETAIL PER CAL TIRANS STANDARD PLANS (A20 THROUGH A20D). = 12" SOLID WHITIE LINE DETAIL PER CALTRANS STANDARD PLANS (THERMOPLASTIC). = DETAIL XX PER CAL TRANS STANDARD PLANS. (XX) = w r...,.. = .:I'= += /= MANUAL ON UNIFORM TRAmc CONTROL DEVICES (MUTCD). BIKE LANE LEGEND PER CAL TRANS STANDARD PLANS A240. (THERMOPLASTIC) TYPE IV (LT) ARROW PER CAL TRANS STANDARD PLANS (A24A) (THERMOPLASTIC). TYPE IV (RT) ARROW PER CAL TRANS STANDARD PLANS (A24A) (THERMOPLASTIC). TYPE VI ARROW PER CAL TRANS STANDARD PLANS (A24A) (THERMOPLASTIC). c.n + c.n 0 v, ► = SIGNAL AHEAD PAVEMENT LEGEND PER CALTRANS STANDARD PLANS (A240). (THERMOPLASTIC) STOP = PER CALTRANS STANDARD PLANS (A24D). (THERMOPLASTIC) ◊ = EXISTING PAVEMENT MARKING. to , s> = EXISTING BIKE l.ANF I FGF~ID v, J> = EXISTING S!Ci~IAI AHEAD PAVEMENT LEGEND !RS!= REMOVE AND SALVAGE !RL! = REMOVE AND RELOCATIE (RL) = REMOVED AND RELOCA TIED !RR! = REMOVE AND RESET ROAD SIG SCALE: 1 "=40' 0 20 40 ·---,. DATE fs@7 I CITY OF CARLSBAD 11 SHEETS I >------+-----+----------------+---+----+-----+-----< Ll.Q_j . ENGINEERING DEPARTMENT . 4 1 f-----f-----+-----------------+----+--+---+----i lo-6t-"8 li,A :I. DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL SIGNING AND STRIPING PLAN FOR: POINSETTIA AVENUE AND ,,---. AVIARA PARKWAY APP'J;V'J\;,/ 9/21)0 6 I , , 'f;tt CONR~D =c. HAMMANN '/ V • CITY ENGINEER PE: 33069 EXPIRES 6-30-08 DA1£ DWN BY: AT PROJECT NO. DRAWING NO. CHKD BY: U.S. 04-02 429-5 RVWD BY: :;Ji /l... ' I I I ) 01}0609 LEGEND: B@) = E@) = 0 = @ = (XX) = BEGIN DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A20D). END DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A20D). 12" SOLID WI-Ill£ LINE DETAIL PER CALTRANS STANDARD PLANS (THERMOPLASTIC). DETAIL XX PER CAL TRANS STANDARD PLANS. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). m ,---= BIKE LANE LEGEND PER CAL TRANS STANDARD PLANS A240. (THERMOPLASTIC) .:I' = TYPE IV (LT) ARROW PER CALTRANS STANDARD PLANS (A24A) (THERMOPLASTIC). "'\,, = / = V) )> = STOP = ◊ = (/) :> ::::; IR§] = lfilJ = (RL) = liIBl = TYPE IV (RT) ARROW PER CAL TRANS STANDARD PLANS (A24A) (THERMOPLASTIC). TYPE VI ARROW PER CAL TRANS STANDARD PLANS (A24A) (THERMOPLASTIC). SIGNAL AHEAD PAVEMENT LEGEND PER CALTRANS STANDARD PLANS (A240). (THERMOPLASTIC) PER CAL TRANS STANDARD PLANS (A240). (THERMOPLASTIC) FXETING PAVEMENT MARKING. EXISTING BIKE LANE LEGEi~D EXISTI~G SIGNAL AHEAD PAVEMENT LEGEND REMOVE AND SALVAGE REMOVE AND RELOCA 1£ REMOVED AND RELOCA1£D REMOVE AND RESET ROAD SIGN EXISTING R 7 (R4-7) SEE SHEET 30 ◊ MATCH LINE STA 55+S0 CURB ~ ; I I 88' : I / YELLOW REcLECTIVE I v EXISTING ___ [®] l:iJ R 26D/R81 (R8 -3a/R81) EXISTING ®~ c!ikJ BIKE LANE R 76D/R81 (R8-3a/R81) TYPE N-1 (OM1-3) ~~ 8'112°'12' 10 12'11 12'18'1, ,"..,.--- EXISTING STRIPING SHEETING , I v I 1 1 tv B9200' \: RW--... ~ ~r--: I 7 B@ E1S200' CURB -=-=-=-=-==tt============P=O=l=N=--S_E_T_T_IA_A_V_E_N_U_E ____ R_w_ \~:::=::::==:==\1::±:\, :====CU=RB=,~~~=-=-=-=-=-=-=-=-=-=-=-=-~/--_,-/ I/), ; -;-~,~i i / 1t \~w I / _; ~r------t--J>-~f-----;¼ ~/. _,, .,.- 1 /-___ I 39 - ---;~:---/_ ✓--® ----_-_-_-_ -_ c. ~ -~ c 0::---:: c _ :"::'5}'::__j---j-· ------1-+21----_ ~ _ 94' 10· di' s@-- , U1 ---,-------+----Q 12 ..._ ------~ 12' E ~GRIND EXl~TING ' '\ ------~-~ --~----/ -~ 7; :-\------------;;7,JittJ=:~":l...~~,=--~-~c=::::~~~~~~~~~~-~t_r-/~F~~~~~~~~~~~----i----_--.:_---:-;.:..~~~"":·~~~~~~~~=~~----ff-=:--1-P-E_:~____:8PAVEMENt ~ARKER: 39 ~ 7B / Es / / // Cl // ) f / F),.~L--~;t-=._-_-,---=-~ 200' MATCH EXISTING 200' ~tii"J RW~ f CURB . ~ 12 \ 7,, J~ EXISTING SIGNAL AHEAD E 7 ~ EXISTING STRIPING / ' 1 1 , I ,;fr --- 3 j_ p {?" ~-( -- ez:::' ttJ ~ .,... I r:; I I I --l_ . ·-- ' p - EXISTING STRIPING 12 12' 12' 1 o· 8' 12' 12' R' r >-a 82' 32' EXI STl,N,cc.G_~.RS!--_RS_ II ·-·-- ---~---"---- EXISTINGRW ' \ _EXISTING -~ LANE ENDS I I - 124 ' - ~"-."' -• <( VJ ---er. (fl ---/ I "" I I ' I CURB - EXISTING *~ W 41 W3-3 @1..---t--1RS c!ikJ BIKE LA~ R 26D/R81 (R8-3a/R81) --32' - 36"X45" I PA\/C:MC:N I MARKING B'39°' -TYPE IV (RT) S' 12' 12' ~•:10'12' :12'118' \:::;I (TYPICAL) : I EXISTING CURB-~ 32' , I i 52'1 I \ """'" \ THRU '-" EXISTING 36'X36' EXISTING MERGE I\ LEFT GR'ND EXISTING PAVEMENT MARKERS SPEED LIMIT NOTES: TRAFFIC MERGC:: LEFT W 74 (W4-1a) 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD} 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT (MAY 20, 2004)". 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AND CALIFORNIA SUPPLEMENT (MAY 20, 2004) FOR THE SELECTION OF THE MOST APPROPRIA1£ DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 A THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DA 1£0 JULY 2004 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL. 5. CHANNELIZATION TYPE SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA} MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD} 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENr AND CONSIS1£NT WITH FIELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. !THIS PLAN SHEET ACCURATE FOR SIGNING AND STRIPING WORK ONLY! DRAWING FILE NAME: 3302-PD-04_0 U.S.A. I. 003302 4-17-06 AT, MV R 41 (W3-3) §1 RIGHT L/\NE I MUST TURN RIGHT R 18-2 (R3-7) 2 RIGI IT LANE RIGHTLANES §] MUST MUST 1URN RIGHT TURN r<IGHT ---------. -- R 18-2 R 18-2 (R 3-7) (R3 7) (MOD.) I@'" SIGNI\LIZED INTERSECTION I SEE DRAVING 429~B CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR 'MLL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJ::CT, INQUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION 'MTH PERFORMANCE OF WORK ON THIS PRO.ECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS 'MLL 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. MP: 4-17-06 R W ~ EXISTING STRIPING --=cci:--~ ~ --,..__ ~· ; I 81=1' I I I I '---RW r1~ , I / / "---cuRB Ir-~; V / I : ( EXISTING STRIPING R 7 (R4-7) ◊ TYPE N-1 (OM1-J) YELLOW REcLECTIVE SHEETING AVIARA PARKWAY SCALE: 1 "=40' o 20 40 W 75 (W9-2) 36"X36' RIGHT LANE ENDS (W9-1) W 11 (RT) (W4-2) EXISTING @L c!ikJ ' BIK1,W'IE' R 260/R81 (R8-3a/R81) ~-~ BY: 45 R2 (R2-1) 12"X18" ® BIKE LANE (R7-9a) ANDREW P. SCHLAEFLI REGISTRATION EXPIRES: REVIEWED BY. : A.' If BY: ~ ~ INSPECT6R : DATE DATE ~ I CITY OF CARLSBAD I I SH4EE1TS I >-----+---+-----------------+----+----+---+-----< L..Jlj ENGINEERING DEPARlMENT 4540 KEARNY VILLA ROAD, SUIT£ 106 SAN 0l£GO, CA 92123, (858) 560-4911 © 1----1----+-----------------+---+--+---+----, DATE INITIAL ENGINEER OF WORK A5-!3111u-r- REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL SIGNING AND STRIPING PLAN FOR: POINSETTIA AVENUE AND = AVIARA PARKWAY AP7l:Y/I F•~ CONRAD C. HAMMANN aL~,1_0& Ei-3□-oe ' DATE CITY ENGINEER PE: 3<1069 EXPIRES DWN BY: AT PROJECT NO. DRAWING NO. CHKD BY: M.S. 04-02 429-5 RVWD BY: IX /h \ l ) / ; ; Qir0609 FXIS IING -12"X18" ~ ® (RL) EXISTlflG BIKE @ §§] LANE W 41 -- W3-3 (R7-9a) c5l0 BIKE: LANE: R 26D/R81 12 GRIND EXISTING 0 (RS-3u/R81) 0 PAVEMENT MARKING -+-. =------= r::-v,_ ----------,. ___ ----~ ~-RW~ ,_,.,., ·------~ \ CURB\ POINSETTIA I ----------- ,:5h -r-------- LEGEND: B@ = E@) = = -· V)f:::J,~ --~ I -. I ;J:: I -...,__ ±f!Vi,.._ ______ -<{ (/) -. -::Jk/ --+--<{ (/) -~----bf_ ---+ --------~----==-~-~i -==---------- l I BEGIN DETAIL PER CALTRANS STANDARD PLANS (A20 THROUGH A20D). END DETAIL PER CAL TRANS STANDARD PLANS (A20 THROUGH A20D). ~ 140' 36"X36" lh W 11 (RT) (W4-2) -------+-. ·----------+-------~ "' ' -' ' ' \ I Edv - --/ RW ' .\ <? _J P1 -~ ·--82' -·I -~1 200' I J CURB/ 550' C:XIS IING SPEED LIMIT ✓----§] 45 R 2 (R2-1) / @ 12" SOLID WHITE LINE DETAIL PER CALTRANS STANDARD PLANS (THERMOPLASTIC). DETAIL XX PER CALTRANS STANDARD PLANS. EXISTING @ = (XX) = cc r....,_ = ; = "'\,, = / = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). BIKE LANE LEGEND PER CALTRANS STANDARD PLANS A24D. (THERMOPLASTIC) TYPE IV (LT) ARROW PER CAL TRANS STANDARD PLANS (A24A) (THERMOPLASTIC). TYPE IV (RT) ARROW PER CAL TRANS STANDARD PLANS (A24A) (THERMOPLASTIC). TYPE VI ARROW PER CAL TRANS STANDARD PLANS (A24A) (THERMOPLASTIC). MATCH EXISTING E 7B MATCH EXISTING EXISTING STRIPING E 39 RW STOP R1-1 (/) > STOP = = SIGNAL AHEAD PAVIEMENT LIEGEND PER CALTRANS STANDARD PLANS (A24D). (THERMOPLASTIC) PER CALTRANS STANDARD PLANS (A24D). (THERMOPLASTIC) ◊ = EXISTING PAVEMENT MARKING. wr·-cc:>= FXISTING BIKE LANE LEGEND V) J> = C:XJSTING SIGNAL AHEAD PAVFMFNT LEGEND Ii§] = REMOVIE AND SALVAGE liill = REMOVIE AND RELOCATE (RL) = REMOVIED AND RELOCATED liIBl = REMOVIE AND RESET ROAD SIGN NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAmc CONTIROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT (MAY 20, 2004)". 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVIE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AND CALIFORNIA SUPPLEMENT (MAY 20, 2004) FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1A THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED JULY 2004 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PA TH OF VIEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVIER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVIE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL 5. CH ANN ELIZA TION TYPE SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT" ANO CONSISTENT WITH FIELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVIER OVIER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVIERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVIE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVIEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANY TRANSPORTATION CHANGES/COORDINATION. !THIS PLAN SHEET ACCURAlE FOR SIGNING AND STRIPING WORK ONLY! DRAWING FILE NAME: 3302-PD-05_0 U.S.A. I. 003302 4-17-06 AT, MV MP: 4-17-06 EXISTING R 7 (R4-7) ◊ TYPE N-1 (OM1-31 YELLOW REFLECTIVt: SHEETING 540' TRANSITION EXISTING l<i==i>I W 56 (W1-7) ◊ TYPE ~1-1 (OM1 -31 YELLOW REFLECTIVt: SHEETING CONSTIRUCTION CONTIRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 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 LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER 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 THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING 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. ' 42"X48" ~ 30" 12"X18" -/ ONLY / ® R3-5 STOP -,~ ~ BIKE R 1 LANE (R1-1) ,,.--- 30' (R7-9a) 12' 15' E@: .gp,s AVENUE CJ l r- E • ·-I 12· I 8' -_J "" 12' -I 32' -- 12· ·-'"'5:' ---+----+---"---'&-+--t-- 200· / 24' 32' ·-8' tt> ' ' \ \ /_ \ \ 12"x1 s" 24"X36"/ TYPE VI ARROW ® DO (TYPICAL) NOT PASS BIKE LANE R 63 (R7-9a) (R4-1) EXISTING BRIGANTINE DR. R 7 (R4-7) ◊ EXISTING ~ TYPE IV (R) ARROW (TYPICAL) ' '"' 22 30' s@ R 26D/R81 (RB-3a/R81) E~200' y RW\ E 12 B 9 00' " \ / ' / -'-. -. 8' ,___. ----- - - - -..--. 12' -----12· ' ~-' --+-3 -+--- ---18'-1 1-----+ --f- I ~ - VAR. tt> .-f-- .--I -' 8' I ,.--~-- ' RW) I I /_ 540' \ \ -; 12"x1s"/ TRANSITION \ 48"X16" EXISTING STRIPING 11 ONE WAY ® B 9 200' B 7B R 10 (RT) BIKE E@ (R6-1) LANE (R7-9a) TYPE N-1 (OM1-31 YELLOW REFLECTIVt: RW E 7B MATCH EXISTING \ I EXISTING ® 00 BIK!: LANE R 26D/R81 (R8-3a/R81) SHEETING EXISTING STRIPING 4540 KEARNY VILLA ROAD, SUIT[ 106 SAN DIEGO, CA 92123, (B58} 560-4911 © EXISTING STRIPING SCALE.: 1 "-40' 0 20 40 RW EX'STINC STRIPING EXISTING E.P EXISTING E.P "AS ~ILT" BY:{Z~t:LI ¥ft{'/~~ REGISTRATION EXPIRES: 6-30-06 ::VIE:: BY: Al.k · INSPEra ... ~ DATE ~ 1 CITY OF CARLSBAD I r sH4EE1Ts 1 r-----<---+-----------------+----+----<---+---< LlZ_J. ENGINEERING DEPARlMENT . r---t----+-----------------+---+--+---+----, /()-9-"8 USAL DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL SIGNING AND STRIPING PLAN FOR: POINSETTIA A VENUE AND AVIARA PARKWAY APP G)VED~ fe'( CONRAo-C. HAMMAIJN CITY ENGINEER PE:33069, EXPIRES 6-30-0e DWN BY: AT PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: QE,C.... M:.S. 04-02 429-5 \ l ) 040609 ' ) / TYPICAL CLOSING OF HALF ROADWAY R:-0:-W l [I£ G20-2 SIDEWALK W4-2ILTI W20-5[LTI W20-I TAPER L [SEE TABLE I I PARKl~/811<£ L/J'E TAPER L [SEE TABLE I I • • ... L1 ),L, LI L2 Slifu.ll'WE: BUFFER ... 12' Ml . ),L, Li CLEAR I.-----''-"'---!.---"'--L3 L3 L3 ADVANCE WARNING SIGNS [SEE TABLE 3J+- • • • • • • • • • • • • • • • ... • ... • • 12' MIN. C30 ICA 1., t • CLEAR • • ... '-~,;~: c·=,': ,-;:a~.-;;; -.~:.:-u,· •~-r•:.,. •:•.: • • • • • , .. ·· ~. _ ____,___. ... -+-_•_• ,'.t-C30[CAI + • • • ... ADVANCE WARNING SIGNS [SEE TABLE 3) ,a • ~ • • • ~ ... 1--~L~--+--=L'"----+-------'L"-----+-""L '---+--);"-' ~L '----1 ~ • r C30[CAI WORK AREA WI -3 OR ... -~ • t ~ y ~ * ICMSI • • • • • Wl-4 AND W3-l PARK!~ IKE LAt£ G20-2 W4-2IRTI Wl-3 OR Wl-4 SIDEWALK AND W3-I R9-9 R9-9 R-0-W Lit£ R9-I Io CD TEMPORARY "NO PARKING/TOW AWAY" ZONE l'lll TO SCN,,.E CD IF OUTSIDE LANE IS A PARKING LANE THEN TEMPORARY "NO PARKING/TOW AWAY" SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOTE 4. TYPICAL LANE AND SHOULDER CLOSURE CD TEMPORARY "NO PARKING/TOW AWAY" ZONE R;-O-W I It£ SIFII£! rWt. G20-2 W2 l -5 W20-I SIDEWALK , . • .... J:::~WORK_ !°IF~~~ . . . ' ' PARKI~/811<£ LAt£ . 12' Ml I TAPER .-l§L, L3 L 3 ... I [SEE TABLE I ... CLEAR DVANCE WARNING SIGNS [SEE TABLE 3) ... SIRE.£1 NAliE ... ... TAPER L1 L2 ... [SEE TABLE I I BUFFER ADVANCE WARNING SIGNS [SEE TABLE •I ?, LI ;r .. . . r. . . . . . . . . . . . ... L3 L3 L3 t ~4'0 • ... ' . C301CAI . • . ~ ~ -~ . "' PARKI~/811<£ LAt£ -l-~ . ~ . ., . . W20-I W20-5[RTI W4-2IRTI ~ SIDEWALK I tfJT TO SCALE .._ ________ R-o-_w_u_t£ ____________ -=.-=, _ CD TEMPORARY "NO PARK I NG/TOW AWAY" ZONE GZ0-2 CD IF OUTSIDE LANE IS A PARKING LANE THEN TEMPORARY "NO PARKING/TOW AWAY" SIGNS ARE TO BE POSTED PER TRAFFIC CONTROL NOTE 4. TYPICAL LANE CLOSURE WITH REVERSIBLE CONTROL G20-2 , ... SIRE.ti iWI: -... ADVANCE WARNING SIGNS [SEE LABLE 31 ' L ' L 3 . L3 ' -~ -~ •• W20-I WZ0-4 C9A[CAI t:l)T TO SCAL E LEGEND DIRECTION OF TRAVEL SIGN TRAFFIC CONE/DELINEATOR TYPE Ill BARRICADE FLAGGER FLAG TREE FLASHING ARROW SIGN PORTABLE FLASHING BEACON (SEE SIGNAGE NOTE #3) K-RAIL CHANGEABLE MESSAGE SIGN ~ • N I") 100' BUFFER ~ ' MAX. • • • • • • • • r C30[CAI • DETAIL 7" 2" -- " I/ 0 ~ • I") C9AICAI W20-4 WZO-I 12' MIN • • • • •• • • CLEAR ... L3 L3 L3 ADVANCE WARNING SIGNS [SEE TABLE 3) -• • • • • • • • • • • • ±~~ • • • ... • • TEMPORARY "NO PARKING"/TOW AWAY" ZONE I TYP I G20-2 TYPICAL SIDEWALK CLOSURE fr ~IJ,,, __ R9-9 F:f: t,pT TO SCALE s,~ ~~ R-0-W Lit£ R9-ll; 24" 6" 3" 3" 2" 7" :.UR I CONSTRUCTION CONTRACTOR AGREES lHA T IN ACCORDANCE WllH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOL£ AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING lHE COURSE ct. OF CONSTRUCTION OF lHE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, lHAT lHIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR 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 1 O"R PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL I UNAUTHORIZED CHANGES & USES 1 "R CAUTION: 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 K-RAIL (CONCRETE BARRIER TYPE 50) PLANS MUST BE IN WRITING AND MUST BE APPROVED BY lHE PREPARER OF lHESE PLANS. DRAWING FILE NAME: 3302-TC-01_D U.S.A. I. 003105 4-17-06 AT, MV MP: 4-17-06 TRAFFIC CONTROL NOTES 1. WORK HOURS TO BE RESlRICTED TO 8: 30 a.m. TO 3: 30 p.m. UNLESS APPRO'IED OlHER'MSE. 2. PEDESlRIAN CONlROLS 'MLL BE PROVIDED AS SHOWN. 3. PEDESlRIANS SHALL BE PROTECTED FROM ENTERING lHE EXCAVATION BY PHYSICAL BARRIERS DESIGNED, INSTALLED, AND MAINTAINED TO lHE SA TISf ACTION Of lHE CITY ENGINEER. 4. TEMPORARY "NO PARKING/TOW AWAY' SIGNS STATING lHE DATE AND TIME Of PROHIBITION 'MLL BE POS'rED 72 HOURS PRIOR TO COMMENCING WORK. CALL CARLSBAD POUCE DISPATCH AT 931-2197 TO VALIDATE POSTING, 5. ACCESS 'MLL BE MAINTAINED TO ALL DRIVEWAYS UNLESS OlHER ARRANGEMENTS ARE MADE . 6. lRENCHES MUST BE BACKFlLLED OR PLATED DURING NON-WORKING HOURS UNLESS K-RAIL BARRIERS ARE PROVIDED. K-RAIL IS APPRO'IED ONLY 'IIHEN SPECIFlCALL Y SHOWN ON lHE APPROVED lRAFFIC CONlROL Pl.AN. Pl.A TES SHALL HA VE a.EA TS AND COID MIX AT lHE EDGES AS APPROVED BY CITY INSPECTOR. 7, S1R1PING 'MLL BE REPLACED BY lHE CONlRACTOR 'MlHIN 24 HOURS, IF REMOVED OR DAMAGED. 8. WORK lHA T DISTURBS NORMAL lRAFFIC SIGNAL OPERATIONS SHALL BE COOROINA TED 'MlH lHE CITY Of CARLSBAD. CONTACT SlREET DIVISION AT (760) 434--2937 72 HOURS PRIOR TO COMMENCING WORK. 9. lRAFFIC SIGNALS SHALL REMAIN FULLY ACTUATED AT ALL TIMES, UNLESS OlHER'MSE APPROVED BY lHE CITY ENGINEER OR HIS REPRESENTATIVE. IF lRAFFIC SIGNAL LOOP DETECTORS ARE RENDERED INOPERATIVE BY lHE PROPOSED WORK, VIDEO DETECTION SHALL BE USED TO PROVIDE ACTIJA TION. 10. Fl.AGGERS SHALL BE EQUIPPED 'MlH A 'IIHITE HARD HAT, AN ORANGE VEST, ANO A 'STOP /51..0w' PADDLE ON A 5 FOOT STAFF. 11. ALL lRAFFIC CONlROL DEVICES MUST BE MAINTAINED 24 HOURS A DAY, 7 DAYS PER \\EEK, BY lHE CONlRACTOR. 12. ALL lRAFFIC CONlROL SHALL BE IN ACCORDANCE 'MlH lHE FEDERAL HIGHWAY ADMINISlRATION (FHWA) MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY lHE MUTCD 2003 CALIFORNIA SUPPLEMENT . 13, lRAFFIC CONlROL PLAN SUBMITTALS ARE REQUIRED FOR EACH PHASE Of lHE WORK IN lHE DETAIL, FORMAT, AND QUALITY ILLUSlRATED ON lHIS SHEET. 14. ALL lRAFFIC CONlROL DEVICES SHALL BE REMOVED FROM VIEW OR COVERED 'IIHEN NOT IN USE. 15. THE CITY ENGINEER OR HIS REPRESENTATIVE HAS lHE AUlHORITY TO INITIATE FJELD CHANGES TO INSURE PUBLIC SAFETY. 16. ALL WORK AFFECTING BUS STOPS SHALL BE COORDINATED 'MlH NORlH COUNTY lRANSIT DISlRICT. CONlRACTOR SHALL CALL NClO AT (760) 967-2828 AT LEAST 72 HOURS IN ADVANCE Of STARTING WORK. 17. CHANGEABLE MESSAGE SIGNS SHALL BE USED IN ADVANCE Of lRAFFIC CONlROL ON MAJOR AND PRIME ARTERIALS, UNLESS OlHER'MSE APPROVED. lHESE SIGNS SHALL BE SHOWN ON lHE lRAFFIC CONlROL PLAN. 18. CONlRACTOR SHALL NOTIFY NORlH COUNTY lRANSIT (967-2828) AT LEAST lHREE (3) WORKING DAYS PRIOR TO ANY CONSlRUCTION OR lRAFFIC AFFECTING BUS STOPS. 30"X30" SIGNAGE NOTES 1. AT LEAST ON PERSON SHALL BE ASSIGNED TO FULL TIME MAINTENANCE Of lRAFFIC CONlROL DEVICES ON ALL NIGHT LANE QOSURE. 2. ALL WARNING SIGNS FOR NIGHT LANE QOSIJRES SHALL BE ILLUMINATED OR REFLECTORIZED AS SPECIFlED IN lHE SPECIFlCA TIONS. 3. ALL ADVANCE WARNING SIGN INSTALLATIONS SHALL BE EQUIPPED 'MlH Fl.AGS FOR DAYTIME QOSURES Of ALL MAJOR AND PRIME ARTERIALS. Fl.ASHING BEACONS SHALL BE USED DURING NIGHT LANE QOSURES. 4. A G20-2 "END ROAD WORK" SIGN SHALL BE PLACED AT lHE END Of lHE LANE QOSURE UNLESS lHE END Of lHE WORK AREA IS OBVIOUS, OR ENDS 'MlHIN A LARGER PRo.ECT LIMITS. 5. ALL CONES USED FOR NIGHT LANE QOSURES SHALL BE IWJMINA TED lRAFFIC CONES OR FlTTED 'MlH 13' REFLECTIVE Sl.EEVES. 6. Fl.ASHING ARROW SIGNS SHALL BE USED PER FHWA MUTCD 2003 EDITION AS AMENDED BY lHE MUTCD 2003 CALIFORNIA SUPPLEMENT. SILENT TIPE SHALL BE USED IN RESIDENTIAL AREAS. 7. lHE MAXIMUM SPACING BEl\\[EN CONES IN A TAPER OR A TANGENT SHALL BE APPROXIMATELY AS SHOWN IN TABLE 1. 8. ADDITIONAL ADVANCE Fl.AGGERS SHALL BE REQUIRED 'IIHEN lRAFFIC QUEUES DEVELOP. Fl.AGGER STATIONS FOR WORK AT NIGHT SHALL BE ILLUMINATED AS AS NOTED IN SECTION 6G.20 Of lHE MUTal. 9. PLACE C30 (CA) "LANE QOSED' SIGN AT 500'-1000' INTERVALS lHROUGHOUT EXTENDED WORK AREAS. 10. ALL REQUIRED SIGNS lHA T ARE TO BE LEFT IN PLACE OVER A YIEEKEND OR HOUDAY SHALL BE POST MOUNTED. 11. CONSlRUCTION AREA lRAFFIC CONlROL DEVICES SHALL MEET lHE PROVISIONS Of SECTION 12 Of lHE MOST RECENT EDITION Of lHE CALlRANS STANDARD SPECIFlCA TIONS. I . 1. 11 • 1. 2. 111. A. B. MAINTAINING TRAFFIC A four-foot wide pedestrian access shall be provided and maintained in accordance with section 7-10.1 of the standard specifications. MAINTAINING CONSTRUCTION DETOUR The contractor shall be responsible for maintaining all safety devices such as barricades, delineators, 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 traffic after the allowed work hours. Excavations within the roadway or within six (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 back filled with compacted soil and a temporary patch of cold mix asphalt placed over it. Steel plating or similar material of sufficient thickness to withstand vehicular traffic must be placed over the excavation. The plating must be secured with fasteners and must have a cold mix asphalt ramp around the edge of the plating. C. The contractor is responsible for restoring the road back to satisfactory condition which will include, but is not limited to, paving, striping, markings, signing, and loop detection • TABLE 1: TAPER LENGTH, L1 MINIMUM MINIMUM MAXIMUM MAXIMUM APPROACH TAPER LENGlH NUMBER Of SPACING Of SPACING Of SPEED CONES FOR CONES ALONG CONES ALONG (M.P.H.) L (1) TAPER (1) TAPER TANGENT (FEET) ± (FEET) ± 25 125 6 25 50 30 180 7 30 60 35 245 8 35 70 40 320 9 40 80 48"X48" 30"X30" 42"X18" 45 540 13 45 90 50 600 13 50 100 C9A(CA) 36"X45" KEEP -RIGHT R4-7a 36"X36" W1-3(LT) 48"X48" AHEAD W20-1 LANE CLOSED C30(CA) 36"X24" SIDEWALK CLOSED R9-9 36"X36" t W1 -4(RT) 48"X48" W20-2 C30A(CA) SIDEWALK CLOSED USE OTHER SIDE R9-10 36"X36" W1-4(L T) 48"X48" BIKE LANE CLOSED AHEAD END ROAD WORK G20-2 SIDEWALK CLOSED USE OTHER SIDE R9-11a 48"X48" W4-2(RT) 48"X48" RIGHT LANE CLOSED AHEAD 30"X30" ~ ~ W13-1 48"X48" LEFT LANE CLOSED AHEAD W20-4 W20-5(RT) W20-5(L T) 30"X30" W21-5 55 660 13 55 60 720 13 60 BASED ON 12 FOOT 'MDE LANE. lHIS COLUMN IS ALSO APPROPRIATE FOR LANE 'MDlHS LESS lHAN 12 FEET. TABLE 2: BUFFER SPACING, L2 APPROACH LONGITUDINAL SPEED BUITTR SPACE (M.P.H.) L2 (FEET)± 25 155 30 200 35 250 40 305 45 360 50 425 55 495 60 570 • SEE MUTCD TABLE 6E-101 FOR SUSTAINED DOWNGRADES STEEPER lHAN 31 AND LONGER lHAN 1 MILE. 110 120 TABLE 3: SIGN SPACING, L3 APPROACH MINIMUM DISTANCE IN FEET L3 SPEED BET\\£EN • FROM LAST • SIGNS SIGN TO TAPER LESS lHAN 25 100 100 25 TO 40 350 350 GREATER lHAN 40 500 500 • EXACT SPACING MAY VARY DUE TO FlEI.D CONDITION "AS BUILT" BY: _______________ _ ANDREW P. SCHLAEFLI T.E. 930 REGISTRATION EXPIRES: 6-30-06 REVIEWED BY: DATE BY: ---------------- INSPECTOR DATE ISHEfil I CITY OF CARLSBAD 11 SHEETS I 1-----+----+---------------+--+---+----+-~ L1l_j ENGINEERING DEPAR1MENT 41 f---+-----+------------------+----1-----1-----1----< TRAFFIC CONTROL DESIGN BY: BAN SYSTEMS ASSOCIATES, INC. 4540 KEARNY VILLA ROAD, SUITE 106 SAN DIEGO, CA 92123, (858) 560-4911 © ~~~I!it-~~Ltfll<J>/o; ANDRE:W P. SCHLAE:FLI -T.E:. #930 DATE: DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLAN FOR: POINSETTIA AVENUE AND rC"-.... AVIARA PARKWAY APPr~~~ .,,1/ .-c,, CONRAD_ C. HA!"IMANN r;J.,, !._" r. CilY ENGINEfR PE:3.3069 EXPIRES 6-30-08 'DATE DWN BY: AT PROJECT NO. DRAWING NO. CHKD BY: M.S. 04-02 429-5 RVWD BY: flt: tL ) ! 091406 I __ /" ! / / LEGEND: -- 48"X48" ROAD WORK AHEAD C 23 (W20-1) (XX) = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). _L = SIGN • l»>I NOTES: = DIRECTION OF TRAFFIC = DIRECTION OF TRAFFIC = CONE = FLASHING ARROW SIGN 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT (MAY 20, 2004 )". 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1A THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DA TED JULY 2002 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL. 5. CHANNELIZATION TYPE SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENr AND CONSISTENT WITH FIELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANT TRANSIT CHANGES/COORDINATION. DRAWING FILE NAME: 3302-TC-02_0 U.S.A. I. 003302 4-17-06 AT, MV 500' MP: 4-17-06 TYPE Ill BARRICADE WITH PORTABLE FLASHING YELLOW BEACON. (TYPICAL), TYPE N-l (OM1-1) AND W56. 30" X 30" 24"X30" NO LANE PARKING ANY CLOSED TIME . • • • R 26A i C 30 (CA) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUS!. Y AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER 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 THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS 'MLL 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. 48"X48" ROAD WORK AHEAD TRAFFIC CONTROL BY: BAN SYSTEMS ASSOCIATES, INC. 4540 KEARNY VILLA ROAD, SUIT£ 106 SAN DIEGO, CA 92123, (858) 560-4911 © SCALE: 1 "=40' o 20 40 EXISTING CURB STAGE 1 TRAFFIC ON EXISTING ROAD. CONSTRUCT EAST SIDE CURB "AS BUILT" BY: _______________ _ ANDREW P. SCHLAEFLI T.E. 930 REGISTRATION EXPIRES: 6-30-06 REVIEWED BY: DATE BY: ---------------- INSPECTOR DATE rsBm7 I CITY OF CARLSBAD I I SH4EE1TS I f---1-----1---------------------l----+-----11--------l--~ Ll±J . ENGINEERING DEPARlMENT . f---+---+-----------------+---+---+---+-----1 DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLAN FOR: AVIARA PARKWAY ~ APPfiVED/ fl '9/z1 /a, ·v .i:1~ CONRAD C .. HAMMANN CITY ENGINEER PE: 33069 EXPIRES 6-30-08 7 ii'ATE OWN BY: AT . PROJECT NO. DRAWING NO. CHKD BY: M.S. 04-02 429-5 RVWD BY: ~~ "-- -~ ' 091406 1 ' • ! CONES 40' MAX. SPACING PROPOSED CURB 30" X 30" LANE CLOSED C 30 (CA) 48"X48" ROAD WORK AHEAD 42"X18" )I I 1i I .----">+,j,..;!11 '1 I C 23 (W20-1) I/ I/ ENO ROAD WORK C 14 (G20-2) X '" ' 0 ;,; q )>' -j s:: 0 Ir ' " ,r--t-➔+~,~ ,' A---f+--++- ~ ; / I I : I Vrt--ft--++- Fll I : : Ill _I : i I ,, ... 30" X 30" LANE CLOSED C 30 (CA) RW~ I I ' O /I I : :;!;· · ..... · ... ··woR~AREA·········.---. __ -\: ; ---. ·-,!, ~·'t't/', /eeoeosrnrnea 305' BUFFER ;,,~ --. --, . -,.. ""· ,. -----·_· . - . . . . , . . . . . r ----~·=--.-~---_ -'\ ~ "" 14' MIN. 11 \-" , .:,.~-N _, I ---------.c 1 -----------=:; 66 -• ------. I ---• • 30" X 30" LANE CLOSED C 30 (CA) _ 14' MIN, I 1 • CONES 40' MAX. • FLASHING ARROW SIGN 320' TRANSITION SPACING ~ • \ ,~ I . STAGE 1 TRAFFIC ON EXISTING ROAD. CONSTRUCT EAST SIDE CURB 500' I I 36"X36" I~ W 11 (RT) (W4 2) 500' 48"X48" RIGHT LANE CLOSED AHEAD C 20(RT) (W20 5) 500' 48"X48" ROAD WORK AHEAD C 23 (W20-1) <( -----__ .... ,-~ ...:..::=.::____-=~=-~~------=-cc_ =---_ -----------. ----. ------------------~--68 __ _ ____ _,__,_ ------ ___ ::.::.::.:c:,::.=== --'_--~-~-.':--~"--~.~Fe~~:~~~~~~,~-~-,. i--~~~-ii:i· ~-=-=c:°=~i=~---,---~, ~~r~ ~~--"~---'--~~~-~=:[>_ . I i ® \ I : ---_ ~ ~ - RW EXISTING CURB -~ L I J \-- ' Q ---it---· --- LEGEND: (XX) = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ...L • [~I NOTES: = SIGN = DIRECTION OF TRAFFIC = DIRECTION OF TRAFFIC = CONE = FLASHING ARROW SIGN 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT (MAY 20, 2004)". 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. TIA THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED JULY 2002 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL. 42"X18" ' ---------/,( ' r-V j I: I 1 ftTrt1 ft/;- ! • ' ' I I I I 4 I I I : I~ : , i I I I ◄ I : : ! ~ ' : : : I(~ i , /,· , , l I I: I II "' : I,· , ,' : ; : /,~ : : I : / ,~ . ,: : I I~ I 1 I~ : : I I ) I ' I I I ◄ I I ! I I ,• I ! I I I I/ C I I 30" X 30" LANE CLOSED C 30 (CA) I! I ~1---~ : : 1: I I 11 1 I I I ' 0 :i ==t=:::Ji\l I! I-<( "';i/l -_ -_ t-t-t-t--+-+ -_ -_ -_-_~--!-_/Al • ·~s: END 1~' I I/ 0 ROAD Y«)RK i-----..1-,...1 j : 1 '/ 1 ~ I • i I : I 1 / -~ x 48"X48" C 14 (G20-2) POINSETTIA ~KWY ~______,, ~~ CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, AHEAD C 23 (W20-1) - A VIARA PARK WA y ®= SIGNALIZED INTERSECTION SCALE.· 1 "-40' 0 20 40 ---- RW EXISTING CURB - ---- 48"X48" BIKE LANE CLOSED AHEAD C 20 MOD. (W9-3) - ' - I - -~ - +---- ' -- lo \ 42"X18" "' ENO "AS ROAD VIORK C 14 (G20-2) BUILT" BY: _______________ _ ANDREW P. SCHLAEFLI T.E. 930 REGISTRATION EXPIRES: 6-30-06 REVIEWED BY: DATE BY: _______________ _ INSPECTOR DATE 5. CHANNELIZATION TYPE SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES ~ 1 CITY OF CARLSBAD 11 SH4EE1TS I 1------11-----+----------------+--+----l---+----1 ~ _ ENGINEERING DEPARlMENT _ f----11----l-----------------+--+----l---+----I BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT" AND CONSISTENT WITH FIELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANT TRANSIT CHANGES/COORDINATION. DRAWING FILE NAME: 3302-TC-03_C U.SA. I. 003302 4-17-06 AT, MV MP: 4-17-06 TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PRO.ECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING 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. TRAFFIC CONTROL BY: BAN SYSTEMS ASSOCIATES, INC. 4540 KEARNY VILLA ROAD, SUIT[ I 06 SAN DIEGO, CA 92123, {858) 560-49t1 © DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLAN FOR: A VIARA PARKWAY ED: /l /,~ ~ CONRAD• C. HAMMANN CITY ENGINEER PE, 33069 EXPIRES 6-30-08 DWN BY: AT PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: DEK ~-------~~---~ M.S. 04-02 429-5 / ) . ,· ,: '> I 091406 ' ' /) 48"X48" ROAD PLUM TREE RD. 42"X18" END ROAD WORK C 14 (G20-2) WORK AHEAD/---- C 23 (W20-1) C Q s: 0 =i . C: 0 z l'7 ----+-1-.~~~ --------- ~ I t ---------' ® --=~:::,.:_/ -- H---1-A WORK AHEAD 48"X48" 36"X36" I C 23 LEFT LANE (W20-1) CLOSED AHEAD C 20(L T) W 11 (LT) (W20-5) (W4-2) 42"X18" 7L.+-=--=-"-ii~v,,C.--t_-j~ Jf 1/1 500' 500' LEGEND: END ROAD WORK C 14 (G20-2) 500' (XX) = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) . ...L. = SIGN = DIRECTION OF TRAFFIC .,. = DIRECTION OF TRAFFIC ~ = DIRECTION OF TRAFFIC • = CONE 1»>1 = FLASHING ARROW SIGN NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT (MAY 20, 2004)". 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 A THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED JULY 2002 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL. 5. CH ANN ELIZA TION TYPE SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT" AND CONSISTENT WITH FIELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANT TRANSIT CHANGES/COORDINATION. 42"X18" ENO ROAD WORK C 14 (G20-2) -.- -------- FLASHING ARROW SIGN ---- 83 -• • --• • --- 36"X36" A VIARA PARK WA y 48"X48" W 11 (LT) (W4-2) C 23 (W20-1) 540' TRANSITION CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR 'MLL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 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 LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER 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 THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING 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. DRAWING FILE NAME: 3302-TC-04_C U.S.A. I. 003302 4-17-06 AT, MV MP: 4-17-06 • --• • ---• EXISTING CURB ®= SIGNALIZED INTERSECTION -·--· ------~----- -+----'1----~c--==~~-====- 30" X 30" LANE CLOSED C 30 (CA) RW SCALE: 1 "=40' 0 20 40 CONES 40' MAX. SPACING BUFFER STAGE 2 TRAFFIC ON EXISTING ROAD. CONSTRUCT MEDIAN 30" X 30" C 30 (CA) TYPE Ill BARRICADE WITH PORTABE FLASHING YELLOW BEACON. (TYPICAL) "AS BUILT" BY: _______________ _ Ar,+DREW P. SCHLAEFLI T.E. 930 REGISTRATION EXPIRES: 6-30-06 REVIEWED BY: DATE BY: _______________ _ INSPECTOR DATE ~ 1 CITY OF CARLSBAD 11 SHEETS I 1----+--+--------------+--+---+---+----1 Ll§_j. ENGINEERING DEPARlMENT . 4 1 r---+-----+------------------+---+---+---+-----i _.,,,.""'f':_"B;;,A.,S~E .:,_PROVIDED BY: O'DAY CONSUL TAN TS TRAFFIC CONTROL PLAN FOR: TRAFFIC CONTROL BY: AN SYSTEMS ASSOCIATES, INC. ~ 4540 KEARNY VILLA ROAD, SUIT£ 106 i:io'!: N DIEGO, CA 92123, (858) 560-4911 © DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL AVIARA PARKWAY CITY ENGINEER Fo~ coNRAD .c HAMMANN o/z,lo, PE: 33069. EXPIRES 6-30-08 ~ OWN BY: AT PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: -=•c-.-~-------~ M.S. 04-02 429-5 ' / / - - - -----. ) Q914Q6 ) / / 48"X48" 42"X18" END ROAD WORK ROAD WORK AHEAD C 14 (G20-2) CONES 40' MAX. SPACING LEGEND: 30" X 30" LANE CLOSED C 30 (CA) R 34-2 (R3-18) C 23 (W20-1) r ~ -o ,:: o. -l C o z fT1 C 30 (CA) 42"X18" END ROAD WORK r----- C 14 (G20-2) (XX) = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) • ...L. = SIGN = DIRECTION OF TRAFFIC ; = DIRECTION OF TRAFFIC ~ = DIRECTION OF TRAFFIC • = CONE I»>: = FLASHING ARROW SIGN NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFlCA TION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS. 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT (MAY 20, 2004)". 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFlFIC CONTROL DEVICES (MUTCD) 2003 EDITION FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1A THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED JULY 2002 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL. 5. CHANNELIZATION TYPE SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT" AND CONSISTENT WITH FIELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANT TRANSIT CHANGES/COORDINATION. DRAWING FILE NAME: .l.502-IC-05_0 U.S.A. I. 003302 4-17-06 AT, MV MP: 4-17-06 30" X 30" LANE CLOSED C 30 (CA) 360' BUFFER CONES 15' MAX. SPACING 30" X 30" LANE CLOSED C 30 (CA) 48"X48" ROAD WORK AHEAD C 23 (W20-1) -- -----=-=----- - TYPE Ill BARRICADES WITH 48"X48" C2 AND TYPE N-3 (OM1-3) ORANGE REFLECTIVE SHEETING ®= SIGNALIZED INTERSECTION C 23 (W20-1) CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PRO.ECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR AULEGED, IN CONNECTION WITH PERFORMANCE OF WORK ON THIS PRO.ECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING 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. DRIVEWAY . -_/ • EXISTING CURB 42"X18" END ROAD WORK C 14 (G20-2) 30" X 30" LANE CLOSED C 30 (CA) --- CONES 40' MAX. SPACING NEW CURB RW STAGE 2 TRAFFIC ON EXISTING ROAD. CONSTRUCT MEDIAN 30" X 30" LANE CLOSED C 30 (CA) 36"X36" W 11 (LT) (W4-2) ------•------- 5 48"X48" LETT LANE CLOSED AHEAD C 20(L T) (W20-5) ------------------ 48"X48" ROAD WOOK AHEAD C 23 (W20-1) -------- AVIARA PARKWAY TRAFFIC CONTROL BY: AN SYSTEMS ASSOCIATES, INC. 4540 KEARNY VILLA ROAD, SUIT£ 106 AN DIEGO, CA 92123, (858) 560-4911 =~-© FLASHING ARROW SIGN -- RW EXISTING CURB SCALE: 1 "=40' 0 20 40 42"X18" END Ro.-.o WORK C 14 (G20-2) "AS BUILT" BY: ________________ _ ANDREW P. SCHLAEFLI T.E. 930 REGISTRATION EXPIRES: 6-30-06 REVIEWED BY: DATE BY:----------------- INSPECTOR DATE ~ 1 CITY OF CARLSBAD 11 SHEETS I >------+------------,---------------+---+----+--------------,-------< Ll_Zj _ ENGINEERING DEPARTIMENT _ 4 1 c-----t-----t-------------------e---e----t----,---, DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLAN FOR: AVIARA PARKWAY AP!'.l~¾ CITY ENGINEER OWN BY: AT I"-• PE: 33069- CONRAD_ C. HAMMANN a/ce//4 ~ EXPIRES 6 ,-30-08 ~ PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: ~O~f~k._-~-------~ M.S. 04-02 429-5 '· \ \ l / ) I j 48"X48" ROAD WORK AHEAD C 23 (W20-1) LEGEND: 42"X18" END ROAD WORK C 14 (G20-2) 42"X18" END ROAD WORK C 14 (G20-2) (XX) = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ...L. = SIGN = DIRECTION OF TRAFFIC .:,,.. = DIRECTION OF TRAFFIC • = CONE CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE 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 LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER 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 PRO.ECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING 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. DRAWING FILE NAME: 3302-TC-06_C U.S.A. I. 003302 4-17-06 AT, MV 48"X48" C 23 0 (W20-1) . " J' 0 " ,9 " ,, ~ ✓ C 23 (W20-1) NOTES: I 42"X18" END ROAD WORK C 14 (G20-2) ®= SIGNALIZED INTERSECTION 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS • 2. THE APPLICATION OF THE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT (MAY 20, 2004)" . 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1A THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DA TED JULY 2002 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FJELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL. 5. CHANNELIZATION TYPE SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENr AND CONSISTENT WITH FJELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANT TRANSIT CHANGES/COORDINATION. MP: 4·-17 ·06 30"X30" POINSETTIA A VE. OVIOEO BY: O'OAY CONSULTANTS TRAFFIC CONTROL BY: AN SYSTEMS ASSOCIATES, INC. 4540 KEARNY VILLA ROAD, SUIT£ 106 1,SAN DIEGO, CA 92123, (858) 560-4911 @ RW SCALE: 1 "=40' 0 20 40 EP STAGE 3 TRAFFIC ON EXISTING ROAD. CONSTRUCT NORTH SIDE CURB 30"X30" "AS BUILT" BY: ----------------- ANDREW P. SCHLAEFLI T.E. 930 DATE REGISTRATION EXPIRES: 6-30-06 REVIEWED BY: BY: ----.,,.""'"----------:::-:-:::::--INSPECTOR DATE ~ 1 CITY OF CARLSBAD I I SH4EE1TS I l-----t---1----------------+--t---+---l-----j L2lLj. ENGINEERING DEPARlMENT . e-------ll-----+-----------------+---+-----1---+-----1 TRAFFIC CONTROL PLAN FOR: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL POINSETTIA A VENUE CITY ENGINEER fo,.-__ COOR AD C. 0HAMMANN A:/ -z;/ 0{, PE: 33069 EXPIRES 6-30-08 ~ OWN BY: AT PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: -p-,=~1--,.-L.._ _______ _ M.S. 04-02 429-5 ' I ) ' ) LEGEND: (XX) ...L • - RW = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES {MUTCD). = SIGN = DIRECTION OF TRAFFIC = DIRECTION OF TRAFFIC = CONE EP 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, lHA T lHIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR 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 PROJECT, EXCEPTING LIABILITY ARISING FROM lHE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL UNAUTHORIZED CHANGES & USES CAUTION: 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 PLANS MUST BE IN \\RITING AND MUST BE APPROVED BY lHE PREPARER OF lHESE PLANS. DRAWING FILE NAME: 3302-TC-07 _0 U.S.A. I. 003302 4-17-06 AT, MV CONES 40' MAX. SPACING ""':--......__ 30"X30" BIKE LANE CLOSED C 30 (MOD.) 48"X48" C 23 (W20-1) / /_/ __ _L~---L~ ,--/ / - / / ~-- // / ___.,L----------/ / / -/ / / -~~ / / •' / ' pO\NSETT\A A VE. NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON lHESE PLANS • 2. lHE APPLICATION OF lHE TRAFFIC CONTROL DEVICES AND THEIR PLACEMENT SHALL SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT (MAY 20, 2004 )". 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. TIA THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED JULY 2002 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. lHE LOCATIONS OF TRAFFIC CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF lHE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND CITY TRAFFIC ENGINEER'S APPROVAL. 5. CHANNELIZATION TYPE SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT" AND CONSISTENT WITH FIELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVER CONFIUCTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. 8. CONTRACTOR TO COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANT TRANSIT CHANGES/COORDINATION. MP: 4-17-06 BRIGANTINE DR. 42"X18" r ~ - 0 ,:: 0 =i . Co z ,.,, END ROAD WORK I C 14 I I (G20-2) OVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL BY: N SYSTEMS ASSOCIATES, INC. 3/Jft ' 540 KEARNY VILLA ROAD, SUIT£ 106 ~ N DIEGO, CA 9212.J, {858) 560-4911 © . ~3='=~ C EP SCALE: 1 "~40' 0 20 40 500· 48"X48" C 20 MOD. (W9-3) ER RW STAGE 3 TRAFFIC ON EXISTING ROAD. CONSTRUCT NORTH SIDE CURB RW 42"X18" END ROAD WORK C 14 (G20-2) 48"X48" C 23 (W20-1) "AS BUILT" BY: ---------------:-c-= ANDREW P. SCHLAEFLI T.E. 930 DATE REGISTRATION EXPIRES: 6-30-06 REVIEWED BY: BY: _______________ _ INSPECTOR DATE ~ 1 CITY OF CARLSBAD 11 SHEETS I l----+--1----------------+--+----t---t---~. ENGINEERING DEPARTMENT . 41 1----1-----1------------------+---+----II----+-----, TRAFFIC CONTROL PLAN FOR: DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL POINSETTIA A VENUE APf)_f( VEP/ /. I 17' i,...__ __ -fo~ CONRAD C. HAMMANN CITY ENGINEER PE: 3 3063 EXPIRES 6;-30-08 . DWN BY: AT PROJECT NO. DRAWING NO. M.S. 04-02 429-5 CHKD BY:~-- RVWD BY: 'i>t6 L--------~L----~ ) . ....... ,• ., \ Q9'\4Q6 \I ) ) -.. -, LEGEND: ROAD WORK AHEAD C 23 (W20-1) 42"X18" END ROAD WORK C 14 (G20-2) 48"X48" C 20 MOD. (W9-3) 42"X18" END ROAD WORK C 14 (G20-2) (XX) = MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (MUTCD). ..L = SIGN = DIRECTION OF lRAFFIC ~ = DIRECTION OF lRAFFIC • = DIRECTION OF lRAFFIC • = CONE 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, lHA T lHIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUS!. Y AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR 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 PROJECT, EXCEPTING LIABILITY ARISING FROM lHE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES CAUTION: 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 PLANS MUST BE IN WRITING AND MUST BE APPROVED BY lHE PREPARER OF lHESE PLANS. DRAWING FILE NAME: 3302-TC-08_C U.S.A. I. 003302 4-17-06 AT, MV 48"X48" ROAD WORK AHEAD C 23 (W20-1) NOTES: 48"X48" ROAD WORK AHEAD C 23 (W20-1) 42"X18" END ROAD 'MJRK C 14 (G20-2) ®= SIGNALIZED INTERSECTION 1. THE CONlRACTOR IS RESPONSIBLE FOR lRAFFIC CONlROL DURING THE INSTALILATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND SlRIPING SHOWN ON THESE PLANS • 2. THE APPLICATION OF THE TRAFFlC CONlROL DEVICES AND THEIR PLACEMENT SHALL SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISlRA TION (FHWA) MANUAL ON UNIFORM lRAmc CONlROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT (MAY 20, 2004)". 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (MUTCD) 2003 EDITION FOR THE SELECTION OF THE MOST APPROPRIA1£ DEVICES AND THEIR PLACEMENT, THE lRAmc CONlROL DETAILS DESCRIBED IN SHEETS NO. T1 A THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DAlED JULY 2002 SHALL BE USED IN SllUATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSlRUCTION. 4. THE LOCATIONS OF lRAmc CONlROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FlELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF THE ABOVE REFERENCED MANUAL ON UNIFORM lRAFFlC CONlROL DEVICES (MUTCD) AND CITY TRAFFlC ENGINEER'S APPROVAL. 5. CHANNELIZATION TYPE SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISlRATION (FHWA) MANUAL ON UNIFORM lRAFFIC CONlROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT" AND CONSISTENT WITH FIELD CONDITIONS DURING CONSlRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSlRUCTION OF SIGNAL OR SlRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FlELD CONDITIONS. 7. CONlRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING SlRIPING AND PAVEMENT MARKINGS. 8. CONlRACTOR TO COORDINATE WITH NORTH COUNTY lRANSIT DISlRICT FOR ANT lRANSIT CHANGES/COORDINATION. MP: 4-17-06 PROVIDED BY: O'DAY CONSULTANTS TRAFFIC CONTROL BY: BAN SYSTEMS ASSOCIATES, INC. 45-40 KEARNY VILLA ROAD, SUITE 106 SAN DIEGO, CA 92123, (858) 560-4911 . ==-© SCALE: 1 "=40' 0 20 40 - NEW CURB CONES 40' MAX. SPACING STAGE 4 lRAmc ON EXISTING ROAD. CONSlRUCT SOUTH SIDE CURB • "AS BUILT" BY: ________________ _ ANDREW P. SCHLAEFLI T.E. 930 DATE REGISTRATION EXPIRES: 6-30-06 REVIEWED BY: BY: ----------------- INSPECTOR DATE ~ 1 CITY OF CARLSBAD I r SHEETS 1 r---+---+--------------+--+----+---+-----< L1Q_J ENGINEERING DEPARTMENT 4 1 f----+---f---------------------l--->----+---<---< DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DA TE INITIAL DATE INITIAL OTHER APPROVAL CITY APPROVAL TRAFFIC CONTROL PLAN FOR: POINSETTIA AVENUE ~ APP Rf ;10: , Uc--/o>( CONRAD C •. HAMMANN ~), 1/_oG CITY-ENGINEER ' PE: 330.69 EXPIRES 6-30-08 DATE OWN BY: AT PROJECT NO. DRAWING NO. CHKD BY: RVWD BY: !:ii Q. M.S. 04-02 429-5 t I I ) ' CONES 40' MAX. SPACING ' \ i\A A. \JE. pO\NSEi '"" TYPE Ill BARRICADES WITH C2 AND TYPE N-3 (OM1-3) ORANGE REFLECTIVE SHEETING LEGEND: (XX) = MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). ....L. = SIGN = DIRECTION OF TRAFFIC ;. = DIRECTION OF TRAFFIC "l,, = DIRECTION OF TRAFFIC • = CONE CONSlRUCTION CONlRACTOR AGREES lHAT IN ACCORDANCE WllH GENERALLY ACCEPTED CONSlRUCTION. PRACTICES, CONSlRUCTION CONlRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING lHE COURSE OF CONSlRUCTION OF lHE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, lHAT 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 HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR AULEGED, IN CONNECTION WllH PERFORMANCE OF WORK ON lHIS PRO.ECT, EXCEPTING LIABILITY ARISING FROM lHE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. UNAUTHORIZED CHANGES & USES CAUTION: 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 PLANS MUST BE IN 'MllTING AND MUST BE APPROVED BY lHE PREPARER OF lHESE PLANS. DRAWING FILE NAME: 3302-TC-09 D U.S.A. I. 003302 4-17-06 AT, MV NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR TRAmC CONTROL DURING THE INSTALLATION, REMOVAL OR MODIFICATION OF ALL SIGNING AND STRIPING SHOWN ON THESE PLANS • 2. lHE APPLICATION OF THE lRAmC CONTROL DEVICES AND THEIR PLACEMENT SHALL SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM lRAmc CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY lHE MUTCD 2003 CALIFORNIA SUPPLEMENT (MAY 20, 2004)". 3. IN ADDITION TO THE GUIDELINES PROVIDED BY THE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION FOR THE SELECTION OF THE MOST APPROPRIATE DEVICES AND THEIR PLACEMENT, THE TRAFFIC CONTROL DETAILS DESCRIBED IN SHEETS NO. T1 A THROUGH T17 OF THE CALIFORNIA STANDARD PLANS DATED JULY 2002 SHALL BE USED IN SITUATION REQUIRING LANE CLOSURES OR DETOURING THE PATH OF VEHICLES IN VARIOUS STAGES OF CONSTRUCTION. 4. THE LOCATIONS OF TRAmc CONTROL DEVICES ARE APPROXIMATE, AND ADJUSTMENTS MAY BE REQUIRED TO MEET FIELD CONDITIONS. HOWEVER, ANY ADJUSTMENT MUST MEET REQUIREMENTS OF lHE ABOVE REFERENCED MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND C1TY TRAmc ENGINEER'S APPROVAL. 5, CHANNELIZATION TYPE SHALL CONFORM TO "FEDERAL HIGHWAY ADMINISTRATION (FHWA) MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2003 EDITION AS AMENDED BY THE MUTCD 2003 CALIFORNIA SUPPLEMENT" AND CONSISTENT WITH FIELD CONDITIONS DURING CONSTRUCTION. PROVIDED SECURE COVER OVER CONFLICTING SIGNS. 6. ANY DELAY IN OBTAINING PUBLIC AGENCY APPROVALS, AND/OR CONSTRUCTION OF SIGNAL OR STRIPING PLANS, MAY REQUIRE REDESIGN DUE TO CHANGES IN GOVERNMENTAL REQUIREMENTS/STANDARDS OR FIELD CONDITIONS. 7. CONTRACTOR SHALL REMOVE AND SALVAGE ALL EXISTING CONFLICTING SIGNS, PAVEMENT MARKERS AND GRIND ALL CONFLICTING EXISTING STRIPING AND PAVEMENT MARKINGS. B. CONTRACTOR TO ·COORDINATE WITH NORTH COUNTY TRANSIT DISTRICT FOR ANT TRANSIT CHANGES/COORDINATION. MP: 4-11-06 48"X48" STAGE 4 TRAFFIC ON EXISTING ROAD. CONSTRUCT SOUTH SIDE CURB ROAD WORK AHEAD BRIGANTINE DR. 42"X1 8" END ROAD WORK C 2.3 (W20-1) co ;;:: 0 • I • I I EP~ " ' .<1= ---------1:-;2-:;-, ~M 'IN. / ~ -/ / / +-/ / . . / / / / -,, r '--< -0 z ~~ Cl • -~~<tl-~E PROVIDED BY: O'DAY CONSULTANTS ~~l)fE$l ~.. TRAFFIC CONTROL BY: ,~ 1/fij p. ij ,, "I(, RBAN SYSTEMS ASSOCIATES, INC. S"~ tJY . '\~ 4540 KEARNY VILLA ROAD, SUITE 106 a ft TA.Of lfl 1, SAN DIEGO, CA 92123, (858) 560-4911 ~c~~~. ~~~=-© ~ ~-94 F ,'i:vN-"' -, /,J I I . ""If Of C tf,._'f°~ 'I/,, /, 'ir,.___,Wd' y}g/ot, A°ffDREW P. SCHLAEFLI -T!E. #930 DA TE -C 14 (G20-2) SCALE: 1 "=40' 0 20 40 - EP 42"X18" END I ROAD WORK C 14 (G20-2) 48"X48" ROAD WORK AHEAD C 2.3 (W20-1) "AS BUILT" BY: ---------------- ANDREW P. SCHLAEFLI T.E. 930 REGISTRATION EXPIRES: 6-30-06 REVIEWED BY: DATE BY: _______________ _ INSPECTOR DATE ~ I CITY OF CARLSBAD 11 SHEETS I f----+-~-+--------------+--+---+----+----, L1lJ. ENGINEERING DEPARlMENT . 4 1 f-----t----+------------------+---+--+---+----------i TRAFFIC CONTROL PLAN FOR: POINSETTIA A VENUE >------+-----+------------+--+------+----+------< @~~~=======; APPR?1.D: ,U DA TE INITIAL ENGINEER OF WORK REVISION DESCRIPTION DATE INITIAL DA TE INITIAL OTHER APPROVAL CITY APPROVAL CITY ENGINEER PE: 33()_69 DWN BY: AT H,,t.. CONRJ;D c .. HAMMANN 3/':~}o, EXPIRES il-3O-O B DA TE PROJECT NO. DRAWING NO. CHKD BY: __ _ RVWD BY: Qi IL. M.S. 04-02 429-5 ~ '/: ~, :_. . ' ! ' )\ ) / ,,:/ J d/ / / v' . .