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HomeMy WebLinkAboutDWG 415-9G; CT 97-13; CARLSBAD OAKS NORTH - WETLAND MITIGATION SITE; 01-10GRADING NOTES / IN ADDI T/ON TO TH£ REOIJIREMENTS OF CHAPTER 15. /6 OF TH£ CARlSBAD MUNICIPAL COD£. I I. THIS PLAN SUPERSEDES All OTHER PLANS PREVIOUSLY APPROVED BY THE CITY OF CARLSBAD REGARDING GRADING SHO'MI ON THIS SET OF PLANS. 2. APPROVAL OF THIS PLAN DOES NOT LESSEN OR WAIVE ANY PORTION OF THE CARLSBAD MUNICIPAL COO£, RESOLUTION OF CONDITIONAL APPROVAL, CITY STANDARDS OR OTHER ADDITIONAL DOCIMENTS LISTED HEREON AS THEY .11<1Y PERTAIN TO THIS PROJECT. THE £N/JINE£R IN RESPONSIBLE CHARGE SHALL REV I SE THESE PLANS 1/t/EN NON-CONFORM4NCE IS DI SCOV£R£D. 3. CITY APPROVAL OF PLANS DOES NOT RELIEVE TH£ DEVELOPER OR ENGINEER-OF- l+t>RK FROM RESPONSIB/ll TY FOR THE CORRECTION OF ERRORS ANO OMISSIONS OISCOVERED OUR/NG CONSTRUCTION. ALL PLAN REVISIONS SHALL 8£ PROll#'TLY SVBMITTEO TO TH£ CITY ENGINEER FOR APPROVAL. 4. A RIGHT-OF-WAY PERMIT FROM TH£ CITY ENGINEER Will 8£ REOIJIRED FOR ANY !tO!IK IN THE PUBLIC RIGHT OF lll<IY. PRIOR TO PER/,1/T /SSIJANCE, A CERTIFICATE OF INSURANCE M/JST 8£ FIL£() NAMING TH£ CITY OF CARLSBAD AS AN A[){)/ TIONAL INSURED ON TH£ P£Rfll TT££ 'S POL ICY IN THE MINIIMI AMOIJNT OF $1,000,000.00 FOR EACH OCCVRRENCE OF LIABILITY. TH£ !NS(JRAI/Cf C<illf'ANY 'Ml/TING THE POL ICY /!It/ST ii4VE A RATING OF "A--OR BETTER ANQ A SIZE CATEGORY OF CLASS V QR BETTER AS ESTABL !SHED BY "BESTS" KEY RATING GI.IIOE. 5. /JNLESS EXEMPTED BY SECTION 301. {b/5 OF THE IJNIFORl,I BVILO/NG CODE, RETAINING WALLS OVTS/0£ OF P(JBL IC RIGHT OF 1«4Y REOIJIRE SEPARATE PERMITS FROM TH£ BUILDING OEPARTH?NT. 6. NO l+t>RK SHALL BE COMENCEO UNTIL All PERMITS HAVE BEEN OBTAINED FROM TH£ CITY AND OTHER APPROPRIATE AGENCIES. 7. APPROVAL OF THESE PLANS BY TH£ CITY ENGINEER DOES NOT AUTHORIZE ANY l+t>RK OR GRADING TO BE PERFORIEO UNTIL THE PROPERTY OWNER'S PERMISSION HAS BEEN OBTAINED ANO A VAL ID GRAOING PERM/ T HAS BEEN /SS(J£D. 8. NO REVISIONS Will BE .11<10£ TO THESE PLANS WITHOVT THE WRITTEN APPROVAL OF THE Cl TY ENGINEER, NOTED WITHIN THE REVISION BLOCK, ON THE APPROPRIATE SHEET OF THE PLANS ANO TH£ TITLE SHEET. 9. OR/GINAJ. DRAWINGS SHALL BECOIE THE PROPERTY OF THE CITY UPON BEING SIGNED BY THE CITY ENGINEER. 10. THE ORIGINAL ORAWING SHALL 8£ REVISED TO REFLECT AS-BUILT CONDITIONS BY TH£ ENG!NEER-OF-tK:WI< PRIOR TO FINAL ACCEPTANCE OF THE IK1RK BY THE CITY. II. ACCESS FOR FIRE AND OTHER EMERGENCY VEHICLES SHALL BE MAINTAINED TO THE PROJECT SIT£ AT ALL TIMES DURIN6 CONSTRUCTION. 12 WHERE TRENCHES ARE WITHIN CITY EASEMENTS, A SOILS REPORT COll#'RISED OF, IA) SUW4RY SHEET, /8) LABORATORY JtORK SHEETS AND /Cl COll#'ACTION CURVES, SHALL BE SUBMITTED BY A PROFESSIONAL ENGINEER OF THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOILS MECHANICS. TH£ SOILS REPORT WILL 8£ SVBMI TTEO TO TH£ Cl TY ENGINEERIN/J INSPECTOR WITHIN TIit'.) 'MJRKING DAYS OF THE COll#'LET/ON OF FIELD TESTS. 13. A SOILS COMPACTION REPORT AND COIIPL IANCE VERIFICATION REGARDING AOHERENC£ TO RECCHIENDATIONS OVTL !NED IN THE SOILS REPORT IS REOVIRED PRIOR TO TH£ ISSUANCE OF A BVILOING PERM! T. ALL CONTROLLED ORADIN/J SHALL BE DONE UNDER THE DIRECTION OF A PROFESSIONAL ENGINEER OF THE STAT£ OF CALIFORNIA PRINCIPALLY DOING BUSINESS IN TH£ FIELD OF APPLIED SO/lS IECHANICS. All FILL OR FUTURE FILL AREAS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD SPECIFICATIONS ANO THE 'EARTHWORK SPECIFICATIONS • ATTACHED TO THE PRELIMINARY SOILS INVESTIGATION. DAILY FIELO COMPACTION REPORTS WILL 8£ SUBMITTED TO THE PROJECT INSPECTOR. 14. A PRECONSTRUCTIOIV IIEETING $HAU BE HELO AT THE SI TE ffl!QR TO [Hf BfG(NNtNG QF HQRK AND SHAU BF ATTENQff/ BY Ail RFPRE'iENTA[IVEf RESPONSIBLE FOR CONSTIWCTION, INSPECTION, SUPERVISION, TESTING ANO ALL OTHER ASPECTS OF THE NQ/j'I(' THE CONTRACTOR SHALL SCHEDULE THE MEETING THROUGH THE PERMIT CLERK /760 438-3891/ AT LEAST FIVE 15/ JtORK/NG DAYS PRIOR TO STARTING CONSTRUCTION. APPROVE{) DRAWINGS /!It/ST BE AVAILABLE PRIOR TO SCHED(JL ING. THE GRADING PERMIT WILL BE PROV/0£0 SY THE PROJECT INSPECTOR AT THE MEETING. 15. All INSPECTION RF0/1£,T:'i QTHFII [HAN FOR PIIFCQNST/j'IIC[IQN ILFUNfi 1//U/ Bf MADE BY C4{{ ING THE FNG/NFFf?JNG ?4-H0'IR /NSPFCUQN 8Fattf:£T I INF 4T 11801 438-389I INSPECTION REQIJ£STS IIUST BE RECEIVED PRIOR TO 2.-00 PM ON TH£ DAY BEFORE THE INSPECTION IS NE:£0£0. INSPECTIONS WILL BE MADE THE NEXT /KIRK DAY UNLESS YOV REO/JEST OTHERWISE. REOIJESTS .11<10£ AFTER 2.-00 P.M. WILL 8£ SCHEOVLEO FOR TIit'.) FULL 'MJRK DAYS LATER. 16. THE 0/INER ANO/OR APPL !CANT THROIJ(JH TH£ OEVELOPER ANO/OR CONTRACTOR SHALL DESIGN, CONSTRIKT ANO MAINTAIN All SAFETY DEVICES, INCL/JD/NG SHORING, AND SHALL BE SOLELY RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEOERAL SAFETY AND HEA.LTH STANDARDS, LAW> ANO REGULATIONS. IT. THE CONTRACTOR SHALL CONFORM TO LABOR COO£ SECTION 6705 BY SVBl,fl TTING A DETAIL PLAN TO THE CITY ENGINEER ANO/OR CONCERNrD AGENCY SHOWING THE DESIGN OF SHORING, BRACING SLOPING OR OTHER PROVISIONS TO BE 1440£ OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND D(JR/NG THE EXCAVATION OF SUCH TRENCH OR TRENCHES OR OVRING THE PIPE INSTALLATION THEREIN. THIS PLAN M/JST BE PREPARED FOR ALL TRENCHES FIVE FEET /5'/ OR MORE IN DEPTH ANO APPROVED BY TH£ CITY £NG/NEER ANO/OR CONCERN£() AGENCY PRIOR TO EXCAVATION. IF TH£ PLAN VARIES FROM THE SHORING SYSTEM STANOAROS £STA8l/SHEO BY THE CONSTRIJCTION SAFETY OROERS TITLE 8 CAL I FORNI A A[)MI NI S TRA Tl VE CODE THE PLAN SHALL 8£ PREPARED BY A RE6!ST£Rf0 fNGINE(R AT THE CONTRACTORS EXPENSE A COPY OF THE OSHA EXCAVATION PERM/ T MUST 8£ SVl)MI TTEO TO THE INSPECTOR PRIOR TO EXCAVATION. /8. NO BLASTING SHALL BE PERFO!NCD UNTIL A VAL 10 Bl/.STING PERM/ T HAS BEEN OBTAINED FROM THE CITY OF CARLSBAD. S(JIJl,I/T APPLICATION FOR BLASTING PEIN/ T l+ELL IN AOVANCE OF TH£ SCHEOVI. ING OF BLASTING OPERATIONS. 19. IF ANY ARCHAEOLO§/CAL RESOURCES ARE 0/SCOVEREO WITHIN ANY -K AREA 0/JR/NG CONSTRIJCTION, OPERATIONS WILL CEASE IM/IEQ/ATELY, AND THE PERM/ TT££ WILL NOTIFY THE Cl TY ENGINEER. Of'ERATIONS WILL NOT RESTART UNTIL TH£ PERM/TT££ HAS RECEIVED WRITTEN AUTHORITY FROM THE CITY ENGINEER TO 00 SO. 20. All OPERATIONS CONOVCTEO ON TH£ SI TE OR ADJACENT THERETO, INCL/JO/NG WARfl/NG UP, REPAIR, ARRIVAL, DEPARTURE OR OPERATION OF TR{)CKS, EART/-MOVING EOUIPMENT, CONSTRUCTION EOVIPMENT AND ANY OTHER ASSOCIATED GRADING EOUIPMENT SHALL BE LIMITED TO THE PERIOO BETWEEN 7.-00 A.M. ANO SUNSET EACH OAY, l,l()Nl)AY THRV FRIDAY ANO NO EART}N()VING OR GRADING OPERATIONS SHALL BE CONDUCTED ON WEEKENDS OR HOLIOAYS. IA LIST OF CITY HOLIDAYS IS AVAILABLE AT THE £NG/NEERING DEPARTM:NT COUNTER./ 21. ALL OFF-SITE HAI.IL RO(JTES SHALL BE SUBMITTED BY TH£ CONTRACTOR TO TH£ CITY ENGINEER FOR APPROVAL TIIQ FVLL ll!VRKING OAYS PRIOR TO BEGINNING OF WORK. 22. IW'ORT WITERIAL SHALL 8£ OBTAINED FROM, AND WASTE MIITERIAL SHALL BE OEPOSITEO AT, A SITE APPROVED BY THE CITY ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY OEBRIS OR DAMAGE OCCURRING ALONG ,HE HA(JL ROUTES OR ADJACENT STREETS AS A RESULT OF THE GRADING OPfRA TION. 23. BRUSH SHALL BE REMOVED ONLY WI THIN TH£ AREA TO BE GRADED. NO TREES ARE TO BE REMOVED UNLESS SPECIFICALLY NOTEO ON TH£ PLAN. 24, ALL AREAS SHALL 8£ GRADED TO ORA IN. GRADING RESVL TING IN TH£ PONDING OF WATER IS NOT PERMITTEO. All EARTHEN SWALES AND DITCHES SHALL HAVE A MINI-ONE PERCENT SLOPE. 25. THESE PLANS ARE SUBJECT TO A SIGNED ANO APPROVE{) SET OF £ROS/ON CONTROL PLANS. EROS ION CONTROL SHALL 8£ AS SHO'IIN ANO AS APPROVED BY THE CITY ENGINEER OR AS DIRECTED BY THE PROJECT INSPECTOR. 26. ALL SLOPES SHALL 8£ TR/1,11,1£0 TO A FINISH GRADE TO PROO(JCE A VN/FORfl SIIRFAl':E ANO CROSS SECTION. THE 5/TE SHALL BE LEFT IN ·A NEAT ANO ORDERLY CONDITION. ALL STONES, ROOTS OR OTHER DEBRIS SHALL BE REWJVEO ANO DISPOSED OF AT A SI TE APPROVED OF BY THE CITY ENGINEER. CARLSBAD OAKS NORTH WETLAND MIT/GA TION SITE 27. ALL SLOPES SHALL BE IRRIGATED, STABILIZED, PLANTED ANO/OR HYOROSEEOED WI Tl/IN TEN ( 10/ DAYS OF THE TIME WHEN EACH SLOPE IS BROUGHT TO GRADE AS SHO'MI ON THE APPROVED GI/AO/NG PLANS-.- 28. LANOSCAPING SHALL 8£ ACCOMPLISHEO ON All SLOPES ANO PADS AS REOVIREO BY THE CITY OF CARLSBAD LANDSCAPE .11<1NUAL, THE APPROVED MITI/JATION PLAN FOR THIS PROJECT, AND/OR AS 0/RECTED BY THE CITY ENGINEER OR PLANNING 0/RECrGR. 29. THE OltWER/APPL /CANT SHALL INSURE THAT All CONTRACTORS SHALL COORDINATE THE llt?li'K OF THESE GRADING PLANS WI TH THAT SHOWN ON BOTH THE LANDSCAPE ANO IRRIGATION PLANS ANO TIIE IMPROVEMENT PLANS AS RE(}(J/RED FOR THIS WORK IN ACCORDANCE WITH THE LANDSCAPE .11<1N(JAL TIME RE()/1/REMENTS. 30. STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE WIT/I A 1,1/N/- 0-LOAO OF 1,350. FOR PRIVATE STORM DRAIN PIPES, VP TO /5' PVC M4Y BE IITILIZED PROVIDED DEPTH IS LESS THAN 15 FEET ANO BACKFILLED WITH 3/4" ROCK PER SORSO S-4 TYPE "C" AND PIPE MEETS ASTM STANOARO 3034 FOR SOR 35 SOL 10 WALL PIPE. 31. WHERE AN EXISTING PIPE LINE IS TO 8£ ABANDONED AS A RESULT OF TH£ GRADING OPERATION, IT SHALL 8£ REMOVED WITHIN TWENTY FEET OF BIJILOING OR STREET AREAS ANO REPLACE{) WI TH PROPERLY COMPACTED SOILS. IN OTHER AREAS THE PIPE Will BE PLUGGED WITH CONCRETE OR REMOVED AS APPROVED BY THE CITY ENGINEER ANO/OR TH£ GEOTECHNICAL ENGINEER. 32. TH£ CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FACILITIES /ABOVE GROUND ANO IJNOER GROVNO) WITHIN THE PROJECT SITE SUFFICIENTLY AHEAD OF GI/AO/NG TO PEWIT TH£ REVISION OF TH£ GRADING PLANS IF IT IS FO(JNO THAT THE ACT/JAL LOCATIONS ARE IN CONFL !CT WI TH TH£ PROPOSED JtORK. 33. THE CONTRACTOR SHALL NOTIFY AFFECTED UT/LI TY COMPANIES /SEE BELOW/ AT LEAST 2 FULL /MJRKING DAYS PRIOR TO STARTING GRADING NEAR THEIR FACILITIES ANO SHALL COORDINATE THE /MJRK WITH A COll#'ANY REPRESENTATIVE. IJNDERGROUND SERVICE ALERT S/JQ8E 1-800-422-4/33 /800/660-1343 /800/892-0123 {160/438-1741 PACIFIC BELL ADELPHIA COMfl«JNICATIONS Cl TY OF CARLSBAO /STREETS 8 STORM DRAIN/ Cl TY OF CARI.SBAD /SE'#£!/, WATER 8 REClA/IEO WATER/ BUENA SANITATION DISTRICT 34. PERMIT COll#'L IANCE REO(J/REMENTS.- I 760/434-2980 I 760/438-2722 (T60/126-l340 IX /3T4J A. FOR CONTROLLED GRAOING-THE APPLICANT HIRES A CIVIL ENGINEER. SOILS ENGINEER, ANO/OR GEOLOGIST TO GIVE TECHNICAL ADVICE, OBSERVE ANO CONTROL THE /KIRK IN PROGRESS (15. /6. 120 . 8) CARLSBAD MUNICIPAL CODE. B PRIOR TO Fl/</Al. APPROVAL OF A IJRAO/Ny PERMIT-THE FOLLOWING REPORTS MIJST BE SVBMITTEO TO THE CITY ENGINEER VIA THE PROJECT INSPECTOR {15. 16.120 A.9 8. 10} CARLSBAD MIJNICIPAL COOE.- /1 I FINAL REPORT BY SUPERVISING GRAO!NG ENGINEER STATING ALL GRADING IS COMPLETE. ALL EROSION CONTROL, SLOP£ PLANTING ANO IRRIGATION ARE INSTALLED IN CONFORM4NCE WITH CITY CODE AND THE APPROVED PLANS /OBTAIN SAMPLE OF COMPL /ANC£ LETTER FROM CITY £NG/NEERING DEPARTMCNT/. /2) AS-BV/l T GRADING PLAN. /3) REPORT FRCN THE SOILS ENGINEER, WHICH INCLVOES RECOMIENOEO SOIL BEARING CAPACITIES, A STATEMENT AS TO THE EXPANSIVE OVAL/TY OF THE SOIL, ANO SVMM4R/£5 OF FIELD AND LABORATORY TESTS. THE REPORT SI/ALL ALSO INCLUDE A STATE/ENT BY TH£ SOILS ENGINEER THAT TH£ GRADING WAS DONE IN ACCORDANCE WI TH TH£ REOVIREIENTS AND RECOMIENOATIONS OUTL !NED IN TH£ PREL /Ml NARY SOILS REPORT ANO ANY SIJPPLEM£NTS THERETO. 141 REPORT WITH AS-BUILT GEOLOGIC PLAN, IF REOVIREO BY THE CITY. 35. /JNLESS A GRADING PERMIT FOR THIS PROJECT IS ISSUED WI THIN ONE I I/ YEAR AFTER TH£ CITY ENGINEER'S APPROVAL, THESE PLANS M4Y BE REOVIRED TO 8£ RESVBMITTEO FOR PLANCHECK. PLANCHECK FEES WILL BE REOIJIRED FOR ANY SUCH RECHECK. 36. THE SOILS REPORT Tl TLED PREL IMINA!IY GEO TECHNICAL INVEST/GA TION FOR TH£ PROPOSED CARLSBAD OAKS EAST CARLSBAD, CALIFORNIA lJlJ,TEO J(JN£ 15, 1990, PREPARED BY WOOIJWARO-CLYOE CONSULTANTS. ANO GEOTECHNICAL //POAT£ Tl TLEO UPQAT£ iEQTECH#tCAl INVESTllATIOM, Clell ,,,a otrs f'MtH ,USINEU f'AR1C .AND FAltADAY AVCNI/£ Off'IIITE, CARLSBAD, CALIFORNIA, fMTED OCT. 21, 2004. PREPARED IIY 9£0CON INCORflOIIAnD SHALi. K CONIIOERUJ AS PMTS OF THIS GRADING PLAN. ALL GRAOt'7i'IJ SHALL BE DONE IN ACCORDANCE WI TH THE RECOftlENDATIONS ANO SPECIFICATIONS IN SAID SOILS REPORT. ENGINEERS N<JT£S C. T. 97-13 P80JECT LOCAUON TH£ CAI..IFO!INIA COCRDINA TE INDEX OF THIS PRO-ECT IS N lliJ: E ~ SOURCE Of TOPOGRAPHY TOPOGRAPHY SH0/W'I ON THESE PLANS WAS GENERA TED BY AERJAL TOPOGRAPHIC SUR'IF:Y BY SAN LO AERIAL SURVEYS ON MARCH 14, 1996 TOPOGRAPHY SHOM-1 H£R£CW CCWFORMS TO NA TltxvAl. MAP ACCURACY STANDARDS. LEGAL OESCH/PT/ON: A PCY?T/ON OF LOT 'B" OF RANCHO AGUA HEDIONDA, IN TH£ CITY OF CARLSBAD, COUNTY OF SAN D/£GO, STA TE OF CALIFOl?NIA, ACCORD/NC TO MAP THEREOF NO. 823, FILED IN TH£ OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY. NO'IF:M6ER 16, 1896. /1ASIS Of 8£All/NGS THE BASIS OF BEARINGS FIR THIS SUl'V£Y IS THE CAllFO!l/'IIA C(X1ll)INA TE srs TD,/ NAl)8J, ?ONE 6, BASED I/KW TH£ GRID BEAR/NC 8£TIIEEN Pl NO. 78 ANO PT. NO. 71 AS OESCR/8£0 IN REClWD OF SUl'lf"Y NO. I 7211, ,E N2fl:28'20"E CITY OF OC£ANSID£ -•1ef7 ! CITY OF VISTA SOILS ENGINEER'S CERTlflCATE I, SJ.\-AN; P:,t:>p,Ac K ~--, A RBJISTERED CML ENC/NEER OF TH£ STATE OF CAL/FORN44, PRINCIPAil Y DOfNC Bi/SIN£SS IN THE FIB.D OF APPUm SOILS MECIWIICS, HEREBY CERTIFY THAT A SMIPI.JNC AND STVOY OF TH£ SOit. CONDITIONS PREVALENT WITHIN 1HIS SITE "'45 "40E BY ME OR UNDER MY DIRECTION 8£TWWI TH£ .DATES OF ------, /9 __ AN{) _____ , 19-. TWO COPIES OF TH£ SOILS R£PORT COAIPll.m FROII THIS ST/JOY, WITH MY 1/EC~T/ONS, HAS ~~ TO TH£ DmC£ OF THE CITY ENGINEER. SICNED.· ~ .1?'~. __..'"'be .,.!!iilllll!!!,£!!1!SS!lllto;._, ,.,~ 'I"-:. ·~ ~,,, ... ROO.?c,ilt R.C.E. NO.. ~~~=2:~'.'t~•-------- !ie ro Ho.83291 = i :B ~1131W6 i ~ . ·~::\~ [)Al£,· LICENSE EXPIRATION 1)41£,· Q£CLA8AllON Of 8£SPQNSIR(f CHARGE I HERUJY OEC/M£ THAT I All TH£ £NCIN££R IF OK FIR THIS Pf?O.£CT, THAT I HA V£ EXO?C/S£/J RESPOIVSIBI.E CHARGE OVER THE DESIGN ()' THE PRO,£CT AS DEFINED IN SECTION 670.J OF THE BIJSIN£SS AND PROFESSIONS C(X)[, ANO THAT TH£ DESIGN IS CONSISTE'NT till/ CURRENT STANOAR[)S. I /JNO£RSTANO THAT TH£ CHECK OF PRIJ.ECT DRA'MNCS ANO SPECIFTCAT/ONS BY ll/E CITY OF CARLSBAD DOES NOT REL/EV£ ME. AS £NC/N££R IF WORK, OF MY RESPONSlB/1/T!ES FDR PRIJ.ECT DESIGN. OVA Y CCNSUl !ANTS, INC. 2710 LOKER Alf"NUE 11£ST, SlE. 10/J CARLSBAD, CAUFOf/NIA 92008-13/1 (780) 931-71()(} --;;:c-J T/l,IOTHY 0. CARRrX.l, Ji. II. C.E NO. 55381 OAT£,· rarl"-> EXP. 12/Jl/06 OWNEH'S C£HllflCAT£ QfESSt -.:; "' "' -D . ~ ~ . 55381 £ 12/31/00 * I V I\. ct#; 't- (¥:' CJ..\_\~ I (#f) HEREBY CERTIFY THAT A REC/STEREO SOllS ENC!N£ER OR GEOI.OCIST 1145 BEEN OR Wfl.1 8£ RETAINED TO SVPERVIS£ OVER-AU CRAIJINC ACTMTY ANO ADVISE ON THE COAIPACTION AND STABJUTY OF THIS SfTE. --z__.._.f? ---c - OWNER CA!llSBAO OAKS NCRTH PA!IT/'1£1/S, LP. P.O. BOX 80036 SAN DIEGO, CALIFORNIA 921 J8 z SITE (619} 223-1863 CML £NGIN£ER/L.ANQ SUHVEYOH: OVAY CONSVlTANTS. /NC, 2710 {OKER A VEN/JE HE: ST, SIi/TE f(}(} I. REVISION OF THESE PLANS .11<1Y BE REOUIREO IF THE PROPOSED IJRAOING AND IMPROVEMENTS AR£ NOT CONSTRIICTEO PRIOR TO THE OEADL IN£ DATE OF TH£ IMPROVEMENT AGREE/tlENT. 2. THE EXISTENCE ANO LOCATION OF /JTIL I TY STRUCTURES ANO FACILITIES S//OttN ON TH£ CONSTRUCTION PLANS WERE OBTAINED SY A SEARCH OF THE AVAILABLE RECO!IOS. ATTENTION IS CALLEO TO THE POSSIBLE EXISTENCE OF OTHER IJTIL I TY FACILITIES OR STRUCTURES NOT SHOIIIN OR IN A LOCATION 0/FFERENT FRCM THAT SH(JIMJ ON THE PLANS. THE CONTRACTOR IS REOIJIRED TO TAKE OUE PRECAUTIONARY MEASURES TO PROTECT TH£ VT/LIT/ES SHOWN ON TH£ PLANS ANO ANY OTHER EXISTING FACILITIES OR STRIJCTVR£S NOT SHOWN. PACIFIC OCEAN ITY OF IWICOS DIRL.58,W, CA. 92008 (760) 9.Jl-1700 3. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING FAC/l I TIES /ABOVEGROVNO ANO UNDERGROUND/ WITHIN TH£ PROJECT SIT£ SVFFIC/£NTLY AHEAD OF TH£ CONSTRUCTION TO PERMIT THE REVISIONS OF TH£ CONSTRUCTION PLANS IF IT IS FOUND THAT THE ACTUAL LOCATIONS ARE IN CONFLICT WITH THE PROPOSED /KIRK. £AKTHW08K OUANTlllES CIJT.· ---~2~1,~8DO~C,....r FHL 11,0(X} er EXPORT: IQ 800 CY NOTES: I. THESE 0/JANT!T!ES ARE FOR 80N[)INC PI.INPOSES ONl Y. AND ASSIJl,I£ NO SHRINKAGE. CDNTFIAC TOR TO V£RIFY TO HIS SA 7/SFACT!DN 2. CCWTRACTOR SHAii SUBMIT AND R£C£/V£ APPROVAL FROM CITY FOR HAUL IIO(Jl£S PRIOR TO HAUL/NC DIRT OR CONSTRUCT/CW MA TERIAlS TO OR Fl?OM TH£ Sil£. CITY Of ENCINITAS VICINITY MAP NO SCALE BENCHMARK: JESCRIPT ON: 2• A{IJl,IIN{JII DISC STAIIPEO CPS CONTROi. PT. 2002 LOCA110N: TEI! NO E1EC (NI_ 1RONIC DATA fl£S AR£ RR RUERENC£ Y ANO AR£ NOT ro 8£ IJSED RR H<JR'IZ(NTAJ. a? ',ERTlCA/.. st/R'£Y CONTRa. 9/5/06 TC I , AS-t,U/l T IN 5/0EWA/.K NIR TH SIDE OF PAUJIIAR AII/PC1?T ROAD, J(}(} FEET #EST OF MELROSE DR/If" t_.... I --1 -' -L -Ir. : o,-• RECORD FROM: R.O.S. NO. 11271 (PT. NO. 71) ELEVATION: ffi.{XJ M.S.l. DAWM: Nf,',I[) 1929 . /, \ -~-r-~l.} .... --.~-1 • 1. I DATE INITIAL tNGIH£ER OF WORK l:\lt10Dt\9'laGOI .... S. 21. 200$ 12:!i,,,I .hfl:.cJl!IW:::~Nl!IID . { REVISION DESCRIPTION -✓ WORK TO 8£ DONE THE CRAO!NC H<tw.<'!' SHALL CONSIST OF TH£ CONSTRI.ICTION OF Al.l C/JTS ANO FILLS. ROIEDIA/. CRADING, ORA/NACE FACILITIES, EROSION CONTROi. FAC!l/TIES, ANO PWITINC OF PERM4NENT i.ANDSCAP/NC ANO PREPARATION OF AS-B/JIU CRADINC PWIS, AS-BIJH.T CEO{OG/C MAPS ANO REPORTS, Al.{ I.S SHOWN OR REQll/RED ON THIS S£T OF PWIS AND THE CITY STANIJ4ROS, SPECIFICATIONS, REWIREll£NTS, RESDlVTIONS ANO ORDINANCES CITED ON THESE PIANS. THE CRAlJ/NC ~ SHALL 8£ P£RFORll£0 IN ACCOR.DANCE WITH TH£ FOLLOW!NC DOCUMENTS, CURRENT AT THE TIM£ OF CONST/?IJCTION, AS DIRECTED BY TH£ CITY £NCIN£ER. I. CARLSBAD l,f/JN/CIPAI. CODE. 2. CITY OF CARI.SlJAI) STANOA!lf}S. J THIS SET OF Pl.ANS. 4. RESOI.UTION NOs. 52#--5252 /J4TEO AIJCIJST 21, 2002. 5. THE STANDARD SPITIFICATIONS FOR PIJBI./C IWJRKS CONSTRUCTION (GRE£N BOOK). 6. 50/t.S R£PCWTS lrNlJ RECOJIMENlY,TIONS BY /ll1WMl CL,rDE CONSll/JANTS .DATED JUN£ 15, 1990, 7 50/t.S R£P{)RlS IJ{[} REC/JJNENlMTIONS BY GEQCON, INCORPO(?AlfO [)l,TEO /J£CEMBER 28. 1999, V~TED OC TOB~1' 21, zoo.f. 8. TH£ SAN IJIEGO REGJONAI. SlANlWII) ORAMNCS ANO AS "'4Y 8£ IIOIJH7£D BY THE CITY OF CARLSBAD STANt:WWS. 9. ENVIRONJIENTA/. ~Al. DOCUMENTS .DATED A/JC/JST 21, 2(}(}2 RES. NO. 52-14. /a STORA/WATER PDl{UT!ON CONTRDl PW/ (SWPPP) PREPAJIE!} BY OZMY CONS/11.TANTS [)l,TED OCTOBER 2004, WD/0 NO, 9 J1C3J0416, REC'D OClOlJ£1/ 14, 2004. 1 I. CALIFORNIA STORMWATER 0/.W.ITY ASSXl'.T/ON (oo.M) STORMWATER BEST "'4NloCEMENT PRACTICES. CONST/?IJCTION fMOBOOI<; AND THE Sli',TE OF CAL/FORNI'. DEPARTMENT OF lRANSPORli',T/ON CONSTRUCT/ON SITE BEST IIANACEMENT PRACTICES (BMP) MAN/.W.. NOT£: QUANTITIES AR£ FOR BONDING PURPOSES ON! Y. ACTUAL OUANTITIES M4Y ~RY. STD. owes. ARE S4N DIEGO REGIONAL STDS. UNLESS NOTED OTHERWISE. {ft;ENO DESCRIPTION STD. l)WG. SYMBOL QUANTITY S/JB/JMSION IJOllN04lrr' • • • • • • • • • • • • • • _ _ _ _ _ _ _ _ . _ --- --- RICHT-OF-1114Y UN£. • •••• _ ••••••• _ •••••••• _ JOT LINES _ •••• _ • • • • • • • • • • • . __ . _ . . . . _ .. £XISTINC CONTO/JR. _ . ___ .. ___ . __ .. _ . _ .•••.• PROPOSED CONTO/IR_ _ . ___ . ___ .. __ ..• _ •••••• .DA YL/CHT UN£. . • • • • • • . . • • . • • • • . • - . • • • • . • • • _._ -_,__ - ,.__ CUT I Fill UN£. - • - - -.. - -•.• -..•••.• -..••• --// ~-- EXISTING SPOT ELEVATION. ______ .. ___ .• _ • • • • • • • • --Gfl.:.?..~.-0 _. EXISTING fl.OWi/NE B.EVAT/ON_ _ _ _ . . . _ . _ . _ . . . _ _ _ . _ '4 EXIST/NC SLOPES. • • ____ . . __ . ___ . . __ .. __ .. _ CUT OR FIii SLOPE LINES_ _ ___ . __ . ____ . __ . ___ _ FlOWI.INE ELEVATION ____ . _ . _ . _____ .• ___ . __ . __ _ FIN!SHm CRAl)E SPOT ELEVATIONS. • • • • • • • , • • • • • • • • • • 0£SIGHED SY: A.a DATE: APRI~ 200J 0~ DRAWN BY: T.G. SCALE: PROJECT MGR., T.O.C. JOB HO.: 96-1005 C O N S U L T A-'N T S 2710 Loker Awnue W..t Ci'tlil EnglnMring ENGINEER OF WORK: Suite 100 Planning Carlsbad, Cdifomla 92008 Processiflg ~~4--:---c_f DATE:~~ 760-931-7700 Surveyijrig Fin: 760 931 -B680 www.odayconsultanhi.1::1;,m TIII01HY 0. C/IRROLL. JR. RCE: 5 1 "AS BUil T" p~~PARTMENTDA~:;~~ ~ __& ~1. . o/~CB (SICND) ' A;,ss I s:rA,.,rr ,,... .. RCE.2~~ EXP. r:i/"11 /t:8 DATE C:.~ DATE: I" /1<o/" r ' ""j (-) REVIEiWED BY'.J :/7 A,. RICOlllll!IIDII BY: 'JAN L'Ui. cl.. lskA--1' ,111;810-t (Plllff NOMI) ECTOR • DATE I SHtT I CITY OF CARLSBAD 1 s,os I ENGINEERING DEPARTMENT QIIM ra,r& f'UIIS FDlf: CA/ilSBAO OAKS NORTH WDUNO M/TIGATKJN SIT£ er 111-13 APPROVED 6/-d -~'7. . ' ., LLOYD B. HUBBS IPL~.:r/o< ' 1q/'-1l0 )A. PE 23889 er?: 12-31-41l5 CITY ENGINEER 'DATt I fi j DWN BY: PROJECT HO. DRAWING .HO. DATE INITIAL OATE INITIAL CHKD BY· G,.ms OTMCR APPROVAL CITY AP'NOYAL C.T. 97-1.J 415-IG RVWD BY: C :e -(i) o,:. -n --c,, 0 I ~ Ci) -7 er~· .. ·---~LIit/'- j I .. / ( y-~,.,✓,1 ' \ \ \ \ \ \ ,_ I ; ' ~-,.: • i ,.,e-,.;..,-"" ~;:;/ - I NQTEIL \ \ I ElECTRfNC lMTA flES Ali£ RR REFERDIC£ av. Y AMJ Ali£ NOT TO II£ USE1J FCR HOWZr/NTAl (R "91.IC4L .5lli'l.£Y CONTRa ' i ' / / / ' . . --i-,: -,._ ___ ... ---/ ' . SHEET INDEX SH££T NO. f 2 3-,(. DCSCINPTION rrTlE Sfl£ET ,t NOTES KEY MAP ,t l'rPI04L SECTIONS GNAOING PWIS 2710 Loker Awnue W..t Suite 100 Car1abad, Ccilifo,,-nia 92008 780-931-7700 Fax: 7&0-9.J1-Bl580 w .... odo.-=:onauitant.■.c:om Civil EnginNdng Pl cmnllr,9 P~oc~ ,..,...,... • I I / DESIGNED BY: ~H~.R~--- D«AWN BY: LG., C.G. l'IIOJE°CT WGR. · T,O.C. ENGINEER Of WORK: J i i / I / ';~~,. --NO•"-- DAT[: APRIL 2003 SCALC: AS SHOWN J08 NO.: 96-]005 DATI::~ IIC[: 55381 "AS BUil T" ----~ ~-( ;d DATE ---_._·, ··, ' .-I ,,, . •. \ /' ..... ---~ . / _;&: \_/ ----.,,,,. /' BENCHMARK: DESCRIPTIO~: 2· Al./JM/Nl/11 asc STAIIPEO CPS c~ma PT. 2002 LOCATION: IN SIOEWALK NORTH SIDE OF PAl.aM/1 ~T ROAD, .JOO FfET 1/f'ST OF M£/.ROS£ OH/IC RECORD FROM: R. 0. S, NO. tl27f {PT. NO. 71) ELEVATION: 1#.(J(J 11.S.L. DATUM: NGIO 19,29 ' I •i•.D7.7 I I : ... , ,.nu I \ ' ,'j" Jot!/ i / 100' 200· '400' SWE: 1" = 200' ' \ t---t----+-----------+--.+---l---------1---II SH2EET I CITY OF CARIBBAD tlos I ENGINEERING DEPARTWENT fiaiilllli111~sfl'IMS~~~RIII:~=========..:::::'!~~ 9/S/O TC Do\T[ tNITIII!. 1:\111•\ •.., a 200112:~ --= ,,,._11FT: _,._, ~ -l DATE INtTIAl [)AT[ INITIAi. REVISION DESCRIPTION OTI«R .il"l'IIOV-'l • 1111311lUll: ~ ----lU'll;. IIGDl'ft..; ...U'll; lllllllUlL. _.a,; -.., CMlSIIAD CMKS NORTH WETWiO MIT/GATKJN S/TF CT 17-fJ APPROVED tlY & ,d' -d t:1fJ! ·e ',6LLOYO 0. HUBBS .;o/-3:fi'•.C PE 23889!:'fiti2-31 CITY ENGINEERDA E" DWN BY: __ _ CHKD BY:~ RVWD BY:~ PROJECT NO. c.r. 11-1J DRAWING NO. ,1s-1G -(II • I ~ \ NOT£11 • ' \ \ \ \ \ ' \ ' \ \ \ \ \ \ ' ;_ \ \ f00-1'£AN INUNDATION \ i ' I l \ ElECTH(HC OA TA RI.ES ARE RR REFEH£NCE <NLY ANO ARE NOT TrJ BE USED FT,W HCR!ZatTAl. OR -.e?TlCAl SUl'l£Y CONTRa. -s , 12/31/01 CIVI\.. CALI~ ! \ 2710 Loi,;er Avenue Wllst Suite 1 DO Car1s,bad, California 92008 760-931-7700 Fo:,,;: 76C-9J1-86B0 www. odoyconsulto nt :s. com ( Al! £Jl1S1INC llM' l1i£ES TD ) ~ PROTECTBJ N PUCE .. ,,', / ' --..• - / .'< / \;•., --. --,. - - -_/ ._· i DESIGNED BY: .,H"".R"-'·-- DRAWN BY: T.G. C.G. PROJECT MG~.-r.o.c. D" TE: APRIL 2003 SC"-l.E: 1 • -40' JOB 1'10.· 96-1005 / .JI)' /flDE SEWER £AS£1,1£NT l'Ol flNAl. I/AP "AS BUil T" <74 t----------------1 P.E. fi~ Civil Engineecing Pl121ning Processing Surveying ENGINEER Of WORK: TIMO"JHY 0. CARROLL. JR. RC[: 55.381 I ., I I J I I DATE OCSCRIPTION: 2' Ai.lJJlfNIJM 0/SC STAMPcO GPS CONTROi.. LO:ATIDN: PT. 2002 IN Sf0£WALK NORTH SfO£ OF PAL {MAR AIRPORT ROAD, JOO FEET HEST OF IJEI.ROSE DR/I£ RECD RD FROM: R. 0.S. NO. 11271 (PT. NO. 71) ELEVATION: #-1.(J(} AI.S.l. DATUM: IICVV 1929 337 / .o I • \ f ./ Sf_E SECTION fl-A; THIS SHED" CAIJTION !! -.. CONTRACT'a? ro ',£R!Ff THE EXACT . Z~110N. .OF EXIST/NC UTll.JllES IN THE flEl.J) Pi{fa, TrJ CONSTNIJCllON! o· 80' - ---40 SCfil: 1· : 40' .\: 1 Pf/OPOSEO CIWJE I I I 5• I lr7 I I I --___, o· \ / ,,✓ / / .,,,-------- ,,. ,,. '-EXISIIN(; / GROIJNI) SECTION i4-A' NO 5/0fliE t-------t--t------------+---+--+---+-----II SHJEET I CITY OF CARLSBAD ~ ~~:::::'.==::::::E:::N::::Gl:::N:::E::ER::::IN:::::G::::::Df=:P::::AR::T:::M:::E:::N:::T==::..::w2_J::::::::~:::: GIU.IM' l'WiS IDII: 'J/5 08 TC DATE INITIAL ENGINEER or WORK R[VISION DESCRIPTION ,__D_AT_E__. I_HI_TIA:..:L:_+_D:...A:..:TE=--L-'-INITI.AL OTHER APPROVAL CITY APPROVAL l·\961005\9'05MG:l3.dw.J Sep 29, 2005 1~27pm Xrwflc 9605NillAP; 911ltilPOfi; 99057U~ ~N; !ie05TP09; 51&C15WG; !lfi05MGRD; !II05(]UIL; !"f505A CARL.SIMO OAKS NORTH WETLAND ltl/TIGA TION SITE CT 17-1J DWN BY: ---PROJECT NO. DRAWING NO. CHKD BY:~ C. f. n7 f.J RVWD BY: ~ • • .:, F --115-9G 100907 111405 -0 (II I --0 (i) EROSION CONTROL NOTES I. IN CASE EM£MENCY WORK IS REQUIRED, CONTACT FRAN RICHMOND AT /6191 318-8~05. 2. EOUIPME:NT AND WORKERS FOR EM£RGENCY I\ORK SHALL 8E MADE AVAILABLE AT ALL TIMES DURfNG THE RAfNY SEASON. ALL NECESSARY MATERfALS SHALL BE STOCKPILED ON SIT£ AT CONV£NIENT LOCATIONS TO FACfLITAT£ RAPID CONSTRUCTfON OF TEMPORARY DEVICE:$ WH£N RAIN IS EMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGfNEERING fNSPECTOR. 4. TH£ CONTRACTOR SHALL RESTORE: ALL £ROS/ON CONTROL 0£VICES TO WORKfNG ORO£R TO THE SATISFACTION OF THE CITY ENGfNEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY TH£ Cf TY ENGfNEER DUE TO UNCOMPLETED GRADING OPERATIONS OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATERS CREATE A HAZARDOUS CONDITION. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORK/NG DAY l'lt/EN THE FIVE 15} DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT 140~/. SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. 10. ALL GRAVEL BAGS SHALL BE BURLAP TYPE WITH 3/4 INCH MINIMUM AGGREGATE If. SHOULD GERMINATION OF HYDROSEEDED SLOPES FAIL TO PROVfDE EFFECTIVE COVERAGE OF GRADED SLOPES 19°" COVERAGE/ PRfOR TO NOVEMBER f5, THE SLOPES SHALL BE STABILIZED BY PUNCH STRAW INSTALLED fN ACCORDANCE WfTH SECTION 35.023 OF THE EROSfDN AND SEDIMENT CONTROL HANDBOOK OF THE DEPARTMENT OF CONSERVATION, STATE OF CALIFORNIA. TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION ALL PERMANENT AND TEMPORARY EROSION CONTROL PLANTING AND IRRIGATION SHALL BE INSTALLED AND MAINTAINED AS REQUIRED IN SECTION 212 OF THE STANDARD SPECfFICATIONS AND THE FOLLOWING: A. HYDRDSEEDING SHALL BE APPLIED TO, I. ALL SLOPES THAT ARE GRADED 6,1 /HORIZONTAL TO VERTICAL} DR STEEPER WHEN THEY ARE, · a. THREE FEET OR MORE IN HEIGHT AND ADJACENT TD A PUBLIC WALL DR STREET. b. ALL SLOPES 4 FEET OR MORE fN HEIGHT. 2. AREAS GRADED FLATTER THAN 6,1 WHEN ANY OF THE FOLLOWING CONDITIONS EX I SL a. NOT SCHEDULED FOR IMPROVEMENTSICONSTRUCTION OR GENERAL LANDSCAPING/ WfTHIN 60 DAYS OF ROUGH GRADING. b. IDENTIFIED BY THE PARK$ AND RECREATION DIRECTOR AS HIGHLY VISIBLE TO THE PUBLIC. c. HAVE ANY SPECIAL CONDfTION IDENTIFfED BY THE CfTY ENGINEER THAT WARRANTS /1,t.1£DIATE TREATMENT. B. HYORDSEEDED AREAS SHALL BE IRRIGATED IN ACCORDANCE WfTH THE FOLLOWING CRfTERIA: C. D. I. ALL SLOPES THAT ARE GRADED 6. f OR STEEPER AND THAT ARE: a. THREE TD EIGHT FEET fN HEIGHT SHALL BE IRRIGATED BY HANO WATERING FROM QUICK COUPLERS/HO$[ BfBS OR A CONV[NTIONAL SYSTEM OF LOW PRECIPITATION SPRINKLER HEADS PROVIDING /DOY. COVERAGE. b. GREATER THAN 8 FEET IN HEIGHT SHALL BE WATERED BY A CONVENTION- AL SYSTEM OF LOW PRECfPITATfON SPRINKL[R HEADS PROVIDfNG /ODY. COVERAGE. 2. AREAS SLOPED LESS THAN 6,f SHALL BE fRRIGATED AS APPROVED BY THE CITY ENGINEER, PRIOR TD HYOROSEEDING. THE DEV!!LDPER SHALL S'UBMfT A PROPOSED SCHEME TO PROVIDE IRRIGA~IDN TO THE CITY ENGINEER. THE PROPOSAL SHALL BE SPECfFIC REGARDING THE NUMBERS, TYPES AND COSTS OF THE ELEMENTS OF THE PROPOS[D SYSTEM. 3. IRRIGATION SHALL MAINTAIN THE MOISTURE LEVEL OF THE SOIL AT THE OPTIMUM LEVEL FOR THE GROWTH OF THE HYDROSEEDEO GROWTH. HYDROSEEDING MIX SHALL CONSIST OF ALL OF THE FOLLOWfNG, /. SEED MfX SHALL CONSIST OF ND LESS THAN, a. 20 fbs. PER ACRE OF ROSE CLOVER b. 20 fbs. PER ACRE OF ZORRO FESCUE c. 3 lbs. PER ACRE OF [ SCHOOL CIA CALIFORNICA d. 4 lbs. PER ACRE OF ACHILLEA MILLEFDLIA e. 3 lbs. PER ACRE OF ALYSSUM (CARPET OF SNOW} f. 1/2 lb. PER ACRE OF DIMORPHDLECA g. ITEMS c,d,e, AND I OF THIS SUBSECTION MAY BE OMITTED ON LOCATIONS WHERE THE AREA BEING HYORDSEEDED IS NOT VISIBLE FROM EfTHER A PUBLIC STREET DR RESIDENTIAL STRUCTURES. h. ITEM a OF THIS SUBSECTION MUST BE INOCULATED WITH A NITROGEN FfXING BACTERfA AND APPLfED DRY EITHER BY DRILLING OR BPOADCASTING BEFORE HYDRDSEEDING. 1. ALL SEED MATERIALS SHALL BE TRANSPORTED TO THE JDBSITE IN UNOPENED CONTAINERS WfTH THE CALIFORNIA DEPARTMENT OF FOOD AND AGRICULTURE CERTIFICATION TAG ATTACHED TO, DR PRINTED ON SAfD CONTAINERS. j. NON-PHYTO-TOX/C WETTING AGENTS MAY BE ADDED TO THE HYDROSEEO SLURRY AT TH£ Df5CRETfDN OF THE CONTRACTOR. 2. TYPE I MULCH APPL/£0 AT TH£ RATE OF NO LESS THAN 2000 fbs PER ACRE. TYPE 6 MULCH (STRAW/ MAY BE SUBSTITUTED, ALL DR PART, FOR HYDRAULICALLY APPLIED FIBER MATERIAL. WHEN STRAW rs US[D fT MUST B£ ANCHORED TO THE SLOPE BY MECHANICALLY PUNCHING NO LESS THAN 50% OF THE STRAW INTO THE SOIL. 3. FERTILIZER CONSfSTING OF A!.MONIUM PHOSPHATE SULFATE, 16-20-0, WfTH f5¾ SULPHUR APPLIED AT THE RATE OF 500 lbs. PER ACRE. AREAS TD BE HYOROSEEDED SHALL BE PREPARED PRfDR TO HYDROSEEDING BY, I. ROUGHENING THE SURFACE TO BE PLANTED BY ANY OR A COMBINATfON OF, a. TRACK WALKING SLOPES STEEPER THAN 6:f b HARROWING AREAS 6,/ OR FLATTER THAT ARE SUFFICIENTLY FRIABLE. c. RIPPING AREAS THAT WILL NOT BREAK UP USING ITEMS a OR b ABOVE. 2. CDNDfTIDNfNG THE SOILS 50 THAT fT rs SUITABLE FOR PLANTING BY.· a. ADJUSTING THE SURFACE SOIL MOISTURE TD PROVfDE A DAMP BUT NOT SATURATED SEED BED. b. THE AODfTfON OF SOIL AMENDMENTS, PH ADJUSTMENT, LEACHING OR COVER I NG SAL I NE SO IL S TO PROV f OED VI ABLE CONO IT IONS FDR GROWTH. HYDRDSEEOED AREAS SHALL BE MAfNTAINED TO PROVfDE A VIGOROUS GROWTH UNTIL THE PROJECT IS PERMANENTLY LANDSCAPED DR, FDR AREAS WHERE HYORDSEEDING IS THE PERMANENT LANDSCAPING. UNTIL THE PROJECT JS COMPLETED AND ALL BONDS RELEASED. 50'11/N. 12" MIN. MGflLE PUBLIC RIGHT- OF-ll'AY • MfNUS ROCK EXISTING GROUND j 30'MIN T \ STEEL SHAKE PLATES/R~LE RACKS PROVIDE APPROPRfATE TRANSITION BETWEEN STABfLIZED CONSTRUCTION ENTRANCE AND PUBLIC RIGHT-OF- WAY PUBL C RIGHT-OF-WAY \ FENCE/BARRIER TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE STABILIZED CONSTRUCTION ENTRANCE FLOW ---- VERTICAL FACE CFEDDllli QUAIL ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE ----.o FLOW----WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR 2 RE-BARS,STEEL PfCKETS,OR 2"X 2" STAKES I 1/2' TO 2' IN GROUND ANCHORING DETAIL • DRAINAGE AREA LESS THAN I ACRE STRAW BALE DIKE r. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM} TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. -----.:. 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 2. STAPLE WfRE FENCING TO THE POSTS. 4. BACKFILL AND COMPACT THE EXCAVATED SOfL. SILT FENCE FILL SLOPE 9 IN 123 CM/ + MIN. 2 FT { o. 6 Ml EARTHEN RIDGE UNLINED SWALE & BERM ~ SlOP£ ~ ? -- 0 Cl/RB LINE 61/TTER l I NE FILTER FABRIC nLTER FABRIC/GRAVEL BAGS e CURB INLET DROP INLET WI TH GRATE STRAW BALES STAKED WI TH 7WO STAKES PER BALE' CCM"ACTED SOIL TO PREVENT PIPING RUNOFF WATER WITH SEO/II/ENT ' END AND SWE OVERLAP AT CORNf'RS HAY BALE SILT BARRIER GRAVEL BAGS OVERLAP ONTO CURB STAKED STRAW BALE 3 FT 10.9 M/ MIN. FLOW RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY THREE I...A.YERS OF GRAVEL BAGS WfTH ENDS OVERLAPPED GRAVEL BAGS 4·-6" LOGS _L 24" LOG CHECK DAM A POINTS A SHOULD BE HIGHER THAN POINT B HAY BALE CHECK DAM 6 IN f/5 CM/ 24 IN 16f CM) J I Ill 16/ CM/ • (BJ L,DfSTANCf SUCH THAT POINTS A AND BARE OF EQUAL ELEVATION GRAVEL CHECK DAM 6"x6" ANCHOR TRENCH MATS/BLANKETS SHOULD BE IHSTALL£D VERTICALLY D()llfjSLOPE. 2" to J" overlap /, TYPICAL SLOPE SOIL 1/, STABLIZATION ~ ~'<~ NOTES, ;;,: • ....... n e -------·1.oiiie __ _ -'/l<l~~-------· ,ii-~ 6P£;_/1'{f Nr; fiON-WJ'iEN GfDTEXTILE -,ILTER FABRIC UNDffl TYPICAL TREAnENT I. SLOPE SURFACE SHALL BE FREE OF ROCKS, . STfCKS AND GRASS. MATS/BLANKETS SHALL HAVE GOOD SOIL C()NTACE. 2. LAY BLANKETS LOOSELY AHtJ STAKE OR STAPLE TO MAfNTAIN DIRECT CONTACT WI TH THE SOfL. 00 NOT STRETCH. 3. INSTALL PE:R MANUFACTURER'S RECO/IIJENDAT/()NS, EROSION CONTROL MATS 95 OB TC DATE INITIAL 1:EGPID D!i5CBJPT(QN QU,6.lfflTY SYMBOL STABILIZED CONSTRUCTION ENTRANCE STRAW BAIE DIKE SILT FENCE UNUNED S1"ALE & BERM D-75 UNED SWALE ----- 1,500 LF --<OO>--<Ol----00-- BLOCK-SCREEN-GRAVEL SILT BASIN HAY BALE SILT BARRIER LIMITS OF CLEARING & GRADING GRAVEL BAGS PUNCHED STRAT LOG CHECK DAM HAY BALE CHECK DAM GRAVEL CHECK DAM RIPRAP HYDROSEED/REVEGETATION PER APPROVED REVEGETATJON PLAN BY HELIX ENVIRONMENTAL 2710 Laker Avenue West Suite ,oa Ccrlsbad, Colifornlc 92008 760-931-7700 ~11x: 760-931-8680 -w.oday;:;on151.1Jtants.c0m Ci1111 Engineering Planning Processlng Sur.re)'ing 500 EA. VI IJ/ V/ V/ ~ axxxxxxxxxx:o _..,... • I ~ 202,500 SF DESIGNED BY: _aA...,B.___ DA TE, APRIL 2003 DRAWN BY: T.G. SCALE: ____ _ Pf!OJECT WGR. · T.O.C. JOB NO.: 96-1005 ENGINEER or WORK: TIMOTHY 0. CARROLL, JR, RCE: 5 "AS BUil T" ~ Cd ~ . ~ "' . 55381 .::0 RCE .7})7BJ EXP.12,pi,/OB DATE 12/>1/01 * C/Vll. ,' ~"ft- f;A\,.\~:,, _ __, DATE INITIAL I SH,ET I CITY OF CARLSBAD ENGINEERING DEPARTWENT t"IIOSION COlfTIIOt. l'tNIS f'OII: CARLSBAD OAKS NOHTH WETLAND MIT/GA TION SIT£ APPROVED ,IY & C & <#"' ,a: k :e:::-.,,i c ,-..£ LLOYD B. HUBBS PE 2381!9 ~Pc 12-3;;&; CITY ENGINEER er 17-t.J DWN BY: __ _ PROJECT NO. DRAWING NO. ENGINEER or WORK REVISION DESCRIPTION OTHER APPROY'AL CITY APPROVAL CHKD BY:~ RVWD BY:~ C.T. 97-1.J 415-9& l:\91f,100f,\~.dw!i S9f1 29, 2005 12::2il!ip!'l'I >:refl:: ~G 100907 C ~ ,.. Ci) o.a=. "Tl --o, Q1 ~ ' j NOT£!/ £1ECTRON!C OA T,4 RlES ARE FOR REFERBVCE ONL r ANO ARE NOT TO BE OSED FOR HORIZONTAL OR vERll.CAI. SIJR'IE'Y CONTROL RECORD FROM: R.O.S. Na 17271 {Pl NO. 71) TIMOOO 0. CARROLL, Jll RC£: 5 3B1 ELEVATION; 414.00 1/.S.L DATUM: NC',V 1929 ( ( □ATE lNJTIM. ENGINEER OF WORK REVISION DESCRIPTION l:\961005\'9605MG0!l.~ Se,! 29, 200512:2- &t :--··-,--·--'4,--c, I 4(1 SCALE: 1. = 40· DATE INITIAL OTHER APPROVAL CITY APPROVAL DWN BY:-~- CHKD BY:~ RVWD BY:~ Xrffl: 9605.',Un; 9605,f,W.AP: 9605mtr. 960!i~ 9110~~ i6051POI; *~ ~1P03: 91Kl!l?U'TI.; %05f\lTI.; 11ti05F~ 9SQ?l,','frt, gc~TP09; 9G~ ~A; 9W5M~ ge~ll; lPA-'OF'T ,. --,, • 1i... , . --_,, PROJECT NO. DRAWING NO. C.T. 97-1.1 415-90 i ----~ _.-.::,_~ -I>; ; ',t '.0 .¼ Vi, ~ e-;_:~,_ ~ , J, ;I/•, • ~ "{ :-----~ ' ii ' ! ~ ~ .::: t ~ _'.!" ,;c'i ; " ' GENERAL NOTES RECYCLED WATER NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE lltl7H 7HE CARLSBAD MUNICIPAL WATER DISTRICT'S "CARLSBAD RECLAMA nON RULES AND R£GULA TIONS FOR CONSTRucnoN OF RECYCLED WATER MAINS" DATED OC1DB£R, 199.J. 2. ALL PUBUC FACILJnES SUCH AS COMFORT STATIONS, DRINKING FOUNTAINS, ITC., SHALL BE PROTECTED FROM SPRAY BY RECYCLED WATER. NO PONDING, RUN-OFF OR OVER-SPRAY IS PER41/T1ED • RECYCLED WATER -. SYSTEM (PRIVATE) SH[[T TITL[ RECYCLED WATER TITLE SHEET IRRlG. PLAN & NOTES IRRlGA TION Ot. JAILS /RR/GA TION SPECS RECYCLED WATER /RR. DETAILS SH[[T NUMBER N 3 l•t 4 S• < 5 J•J 6 s-~ 7 ~-s .J. -4-. 5. HOS£ BIBS AR£ STR/CTl. Y PROHIBITED. ON-SITE CROSS-CONNECTIONS BETrt£EN RECYCLED WATER LINES AND POTABLE WA 1ER LIN£S IS STRICTLY PROHIBITED. WETLAND RESTO TION L c.o N 6. 7. NO SUBS71TUTJON OF PIPE MATERIALS IIIILL BE ALLOll£D IIIITHDUT PR/DR APPROVAL OF THE CITY OF CARLSBAD MUNICIPAL WATE'R DISTRICT. ALL ON-SITE PIPES SHALL HAVE WARNING TAPE PER CARLSBl,D MUNICIPAL WATER DISTRICT'S RULES I.ND REGULI, TIONS. (2903 FARADAY, AVE. CARLSBAD, CA8) 9. THE IRRIGATION SYSTEMS SHALL RUN 8ETll£EN THE HOURS OF 10:00 P.11. AND 6:00 A.M. THE FOI..I.DWING MORNING (SPOT IRRIGATION COULD BE DONE AT A DIFFERENT TIME) Wl1H QUALIFIED SUPER\IIS/ON PERSONNEL ON SITE. PR0\110£ A MINIMUM OF AT LEAST 18 INCHES OF CD\IE'R OVER ALL IMRING AND PIPING. 10. PR/VI.TE LOTS SHI.LL BE PROTECTtD FROl,f CONTACT FROM RECYCLED WATER,WHE7HER BY IIIINDBLOVIN SPRAY OR BY DIRECT APPLICATION, THROUGH IRRIGl,TION DR OTHER . APPROVED USE. LACK OF PROTE:CTI0/1/, WHETHER BY DESIGN, CONSTRUCnDN PRl,CTICE OR SYS7EM OPERATION, IS STRICTLY PROHIBITED. GENERAL NOTES CONT. 2-4-. SHOW ALL PUBLIC .t: PRIVATE POTABLE WATER MAJNS ON IMPROVEMENT PLANS. * l~S NOS. B, 19 .t: 2.J SHALL BE REQUIRED JUST PRIOR TD THE ACTUAL USE OF RECYCLED WATER. ITEM ND. 22 1HE SIGNAGE PLAN SHALL BE PART OF 7HIS I.P. BUT THE ACTUAL SIGNS .t: TAGS MILL BE INSTALLED JUST PRIOR TO ACTIJAL USE OF R.C. WATER. INSPECTION PROCEDURES 1. CITY CONSTRUCTION INSPECTION SHALL INCLUDE: A. LOCATION DF PIPE LINES. B. TRENCH DEPTH. C. REQUIRED SEPARA nON (HORIZONTALLY AND 1/ERTICALL Y). D. PIPE IDEN71FICA TION. E. POINTS-OF-CONNECTION (POC'S). \ \,-~ ..,, ~--'----.,/_,.___/ L ~'-------~ ""\_ \ --=====~ 555 FEET \1 I· ,,J 11. CONTRACTOR SHALL AD.J.JST HEADS Tb PR£VENT O\IE'R-SPRA)1NG ON ALL SIDEWALKS S1RITT, ltNV PR/VA TE LOTS. ' 25. A PHYSICAL SEPARA TTON SHI.LL BE PROI/IDED BETWEEN ADJACENT AREAS /RR/GA TE:D 1111H RE:CYCl.ED WATER AND POTABLE WA1ER. SEPARATION SHALL BE PROV/OED BY DISTANCE. CONCRETE: MOW F. LOCATION AND /DENT/FICA TIO/I/ OF SPRINKLER HEADS. G. WARNING SIGNS AT THE SITE AND ON THE TRUCKS HAULING RECYCLED WA 1£R 12. QUICK COUPLING Vl,L~ SHALL HAVE A SPECIAL COUP!£ KEY P£R CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULA JIONS. 1.J. METERS SHAI..L BE SIZED BY 1HE CITY OF CARLSBAD MUNICIPAL WATER DISTRICT. 1-4-. ALL IRRIGI, TION PIPE SHAI..L BE STENCILED, COi.DR-COOED (PURPLE) !,ND LAID 1111TH WARNING TAP£ PER THE CITY DF CARLSBAD MUNICIPAL WATER DISTRICT'S RULES AND REGULATIONS. 15. ALL POTABLE WATER I.ND RECYCLED WATER PIPING SHALL BE INSTALL£D 11117H THE STENCILING ORIENTED rowARD 1HE TOP DF THE TRENCH. 16. WHEN A POTABLE WATER LINE AND RECYCLED WATE'R LINE CROSS, THE RECYCLED LINE SHALL 8E INSTALLED 'MTHIN A PROTECTIVE SLEEVE. THE 51.EEVE SHALL EXTEND 10 FEET FROM EACH SIDE, FROM THE CENTER LINE DF POTABLE LINE FOR A TOTAL OF 20 FEET. ' 17. A 10 FOOT HORIZONTAL SEPARATION BETWE:EN POTABLE WA1ER AND R£CYCLED WATER MAINS MUST BE MAINTAINED AT ALL TIMES. THE POfABLE UNE MUST BE INSTALLEO ABO>'[' THE RECLAJMED LINE. 18. A MINIMUM OF 12 INCHES OF VERTTCAL SEPARATTON B£TVtUN U11U11ES MUST BE MAINTAIN£D AT ALL TIMES. * 19. DEVEI.OPER/CON1RACTOR SHALL CONDUCT A CROSS-CONNEC110N TEST /,ND COVERl,GE TEST AS DIR£CTtD BY THE CARt.SBAO MUNICIPAL WATER' DISTRICT AND. THE SAN DIEGO COUNTY DEPARTMENT OF EN\IIRONME:NTAL HEALTH PRIOR TO ANY USE OF RECYCLED WATER. 20. QUICK COUPLING Vl,L VES USED IN RECYCLED WATER SYSTEMS SHALL CONFORM TO THE FOLLDIIIING: · . A. QUICK-COUPLING VAL IIES SHALL B£ 1 INCH NOMINAL SIZE NELSON /76-4-5, 'MTH BRASS CONSTRUCTION ANO A NORMAL VIORKING PRESSURE OF 150 P.S.I. OR RAINBIRO J,H NP. 8. IN ORDER TD PRE:vENT UNAUTHORIZED USE, THE VilL VE SHI.LL BE OPERA TED ONLY Wl1H A SPECIAL COUPLER KEY 111TH l,N ACME THREAD FOR OPENING AND CLOSING THE VALVE. C. THE COi/ER SHALL 8£ PERMANEN71.Y ATTACHED TO THE QUICK-COUPLING VALi/ES. IT SHALL BE PURPLE RUBBER OR \IINYI.. . D. LOCKING COVERS ARE REQUIRED. 21. AN ANNUAL CROSS CONNECTION INSPf;:CTIDN WILL 8£ DONE BY EITHER CMLSBAD MUNICIPAL WATER O/S1RICT OR SAN DIEGO COUNTY DEPARTMENT OF HEAL1H SERVICES COPIES OF INSPECTION REPORTS IMU. BE FORWARDED TO THE N0/1/-WSPE:CTING PARTY. *22. 0£\£LOPER SHALL SHOW THE LOCATION OF R.C. SIGNS "DO NOT DRINK" ON THESE: PLANS. . * 2.J. AN ON-SITE USER/SUPERVISOR SHALL BE DESIGNA T£D IN WRITING. 1HIS /NIJI\IIOUAL. SI-IAL.I. BE FAM/UAR WITH PLUMBING SYSTEMS IMTHIN THE: PR=TY, IMTH THE: BASIC CONCEPTS OF BACKFLOW/CRDSS-CONNE:CTION PROTECTION, AND THE SPECIFIC REQUIREMENTS OF A R£CYCI..ED WATER SYSTEM. COPIES OF 1HE OESIGNA nON llrTH CONTACT PHONE NUMBERS SHALL BE PRD\110£0 TO 7HE Sl,N Dl£GD COUNTY DEPARTMENT OF HEAL TH SERVlcr5 AND CARLSBAD MUNICIPilL WA TE'R DIS1RICT. IN CASE OF E:MERG£NCY CONTACT FRAN RICHMOND, TECH CONTRACTORS AT 619-22.J-1663 OR AFTER HOURS CONTACT SAME ST/llPS OR OlHER APPROVED METHODS. SIGNAGE NOTES 1HE F'DLL.OIIIING GU/OEU/l/ES FDR THE USE OF RECYCLED WATER ARE TO BE PERMANENTLY POSTE:o INSIDE 1HE DOOR OF EACH CONTROI.LER ltHERE 1HEY ARE EASILY VISIBLE. PLACE ON 8-1 /2" X 11" SIZED SIGN. COLOR: PURPLE BACKGROUND IMTH BLACK LETTERING. I. GUIDELINES FDR RECYCLED WATER USE · A. IRRIGATE BETWEEN THE HOURS OF 10: 00 P.M. AND 6: DO A.M. ONLY. WA 1£RING OU7SJD£ THIS TIME FRAME MUST 8£ DON£ MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ON-SITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. B. IRRIGATE IN A MANNER THAT WILL MIN/MIZE RUN-OFF. POOLING, AND PONDING. THE APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE OF THE SOIL. 71MERS MUST BE ADJUSTED SO AS TO BE COMPA11BLE 111TH THE LOll£'ST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EmCIE:NT SCHEDULING OF 1HE AUTOMATIC CONTROL CLOCKS, (I.E., EMPLOYING THE REPEAT FlJNC110N TO BREAK UP THE TOTAL IRRIGAnON 111.fE INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). C. AD.J.JST SPRAY HEADS TO ELIMINATE DIIERSPRAY ONTO MEAS NOT UNDER 1HE CONTROL OF 1HE CUSTOMER. FOR EXAMPLE, POOL DECKS, PRIVATE PATIOS ANO LOTS, AND STREETS AND Sl0£WALKS. D. MONITOR AND MAINTAIN 7HE SYSTEM TO MINIMIZE EQUIPMENT ANO MATER/AL FAJLURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SI-IDULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. E. 1HE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR EDUCl,TING EACH EMPLOYEE ANO ALL MAINTENANCE PERSONNEL ON A CONTINUOUS BASlS, REGARDING THE PRESENCE: OF RECYC/.ED WI, TER. MAINTENANCE PERSONNEi.. MUST BE INFORMED THAT WA TE'R IS FOR IRRIGA 110N PURPOSES 0/1/L Y AND IS NOT APPROVED FOR DRINKING OR FDR HAND AND TOOL WASHING, ETC. F. OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES I.ND MOOIFIC1,110NS ro ANY PRIVATE ON-SHE FACILITIES. SUCH CHANGES MUST 8£ SUBMITTED TO.AND APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND OESIGNf:D IN ACCORDANCE 'MTH DfSTR/CT STANDAROS: . I. ALL RECYCLED WATER SPRINKLER CONTROL Vl,L',£5 SHALL BE TAGGED 'MTH IDEN11FICA 110N TAGS. A. TI.GS SHALL BE 11£A THERPROOF PLAS11C, 3•,. 4 ", PURPLE IN COi.~ IM1H THE MIRDS "WARNING RECYCl..£D WATER -DD NOT DRINK IMPRIN1clJ ON ONE SIDE, AND "Al/ISO -AGUA /IIPURA-NO TDMAR" IMPRINTED ON THE OTHER SIDE. IMPRINTING SHALL BE PmMANENT AND BLACK.IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENJERPRISES DR APPROVED EQUAL. B. ONE TAG SHALL BE ATTACHED TD EACH VALVE AS FDl.1.0WS: 1. ATTACH TO VALVE STEM DIRECTLY OR IM711 PLASTIC 71£-ltRl,P OR 2. ATTACH TO SOLENOID II/IRE DIRE:CTL Y OR WITH PLI.STIC 11£-~AP .J. ATTACH TO VALVE COVER 11111H EXISTING VALVE COVER BOLT. 2. ALL SPRINKLER HEADS SHALL BE IDENTIFIED AS RECYCLED WAJER SPRINKLER HEADS. G. EACH AUTOMATIC CONTROLLER AND ITS · ASSOC/A TED EQUIPMENT SHALL 8£ IDENTIFIED Wl7H A SIGN B£ARING THE WORDS "RECYCLED WA TE'R USED FOR IRRIGATION" IN ENGLISH AND SPANISH, 1111TH BLACK LETTERS 1• HIGH ON A PURPLE BI.CKROUND. THE SIGN SHALL BE PLACED SO 11/A T IT CAN BE READILY SEEN BY ANY OPERATIONS PERSONNEL U11LIZING THE EQUIPMENT. r~RPI.£ BACl<ROU~• BLACK u.llER:; (N.T.S.) W.W■IQ IIEC'Ya.ED WA1ER w~ REC:n;u -·111ED ..,WAlER DO NOT DRIIIK Alt1SO-AGUA IMPUIIA NO TOMAR va B)WAIBt ASH HANDS AF1ER CONTACTING L.A111Ellt\.!SUS M DESPllES DE USAR 12" X JII" SIZE .032 AUJMINUM, .010 A8S PlAS'TIC OR sna<-ON '1N'1t. IIGIIS 1 • BlAa< LETTERS 2• At .-.a< L£IIERs TYPICAL SIGNS ...,. 11! . DO NOl'IIIIINK A'WS!r-... NIA NOIQIIM 111"' X 111"' SIZE .032 ALUMIIUM, .OIIG ABS PU.S1IC OR Slla(-0N W1'1!.. SIGNS 75l1Bc,;.,M.Suloll0 1.1..._CllllotlMI CAiie m7 1111) •-IIIS ,a {111) 411412 (IF RECYCl£D WA 1ER IS USED FOR CONSTRUCTION). AN APPROVAL LETTER REGARDING THE INSPECTION OF THE PRO.ECT SHALL BE OBTAJNED FROM THE CITY AND THE DISmtCT, AND BE FDRWMDEO TO THE COUNTY HEAL TH DEPI.RTMENT PRIOR TO FINAL INSPECTION APPROVAL. 2. DIS1RICT FINAL INSPE:C TION SHALL INCLUDE: fr A. COVERAGE TEST, I.FTER COMPLETION OF THE SPRINKLER SYSTEM, TO Df:TERMINE THE ADEQUACY OF COIIERAG£ ON THE APPROVED USE AREA AND PROTECTION OF AREAS NOT APPROVED FOR RECEIVING RECYCLED WATER. 8. WARN/NG SIGNS AND LABELS. C. QUICK COUPLING VALiiES. D. ALL ASPECTS OF THE IRRIGA 110N CONDITIONS /WCLUDING 'MNDBLOINN SPRAY, RUNOFF, AND PONDING. E. REQUIRED PROTECnON OF ALL RES/DENnAL AREAS. F. REQUIRED PROTECTION OF WELL, STREAMS, RESERVOIRS, ETC. G. CROSS-CONNE:C110N. .J. ANNUAL INSPECTION SHALL INCLUDE: A COMPLETE INSPECTION WHICH SHOULD COVER PART A, PART B AND PART G OF 7H£ DISTRICT FINAL INSPECT/ON. REVISIONS MUST BE APPROVED BY PUBLIC HEAL TH ENGINEffi, CITY ENGINEER & DISTRICT ENGINEER PRIOR TD IMPLEMENTA 110N IN FIELD. 1.MEl'lll!D'Y" PECLAN! TMAT I AM TI-E LICEMeED DE&IQloER Of' ~I 2~ FOR Tl-II& ~JECT, THAT I I-IAvE -><E:MCl&EP ~ll!SL.E Ci-l,AIIIC",E t?\l'Elll THE PE61GN OF TI-E !"!'IOJECT A& DEFINED IN SECTION 61£13 OF Tl-IE eu&INE&e AND l"ROFE&elON& CODE, AND THAT THE DE&IGN 16 CON&l&TENT W!TI-I L 44:iJr 6TANPA"°6, I LNDE!ll8TAND TI-IAT Tl-IE CI-IECX Of' ~JECT Pl"lAII/ING& AND &FECIFICATION6 9'\'" Tl-IE CITY Of' CARL.lll!SAP AND Tl-IE CQUNT'r Of' &AN PIE60 PEPARII IENT Of' I-IEAL Tl-I 16 COM'NEP TO REVIEW ONL 'Y" AND POE& NOT Ni:oLIEvE HE, A& THE LICEN&EP PE&IGNE" OF WC UIC, OF Ml' RE&f'ON6115ILITIE6 Foti! ! i lC>Jl.:CT PE61CiN. I / X 337 TIE8E !"LAN& I-IA"'1! l!HN filEf';l.lllEP IN eue&TANTIAL COM'Oie1ANCE WllM TIE ~ LANP&G(,I E ...oNCEPT PLAN, 11111.TEl'l COM&EfllYATION l"LAN, !'IRE ! I WT!:,;,TIOM FLAN, Ai'C> ALI.. CONDITION& OF Al I AO,AL 114:LATa> TO L~ PROJECT MAP SCALI: 1 "=100' EB PATE, ,/11/,7 LAND&c:41 E ,\IIICI-IITECT, LICEN&E NO. 26!>1 PROJECT SITE,--.... MITIGATION SITE •••••• •H••:• ROH~• ' ':':·~:::~:!:'.~'.i:~-£~f-~:,,.:-:_: __ "' _ _-··· •.~;,,,,;,,.,. . .,;~·w/%-_.,,~,c:.••• cm OF CMLSIW) CITY OF \'!STA CITY OF OCEANSIDE ;,; ...... ,,,ciZ'""W LOCATION MAP NOT TO SCALE CARLSBAD MUNICIPAL WATER DISTRICT 4!{# ·121 77 C.-J+--07 WIWAM PLUMMER DAlE DEPUTY CITY ENGINEER R.C.E.28176 EXP.3/31/08 COUNTY OF SAN DIEGO DEPARTMENT Of ENVIRONMENTAL HEAL TH LAND AND WATER QUALITY DIVISION PACIFIC OCEAN i EVISIONS I .,D:.,;A,:.:TE~~,+;B::.Y;,.+__.0£::::S,::C:::.R:::IP..:TI.:.:ON::.:... ______ 4 A:;::C=:C;::;Ea:,_P.:,:TE=:D:....i DE~LOPER: 10 21 04 AH ORIGINAL PL.AN DATE DDR ~5':'r.11;.-',,:0':7-+'K'-"Mc+--=r:e,c:c""y:!Cc~LE;,.D..:....ealRR=IG~SIJc!JBM"--IIT-AL---l-----l A 'ESS: 6 11 07 KM P'::VISIONS FOR 2N0 SU£"~ITT.._L LEGEND, ~ P.0.C. Al'EA OF PPICIPO!EC ~'Y"CLEP 11&4.TE!lt U8E l"OINT Of' CONECTION --RW--EXl&TING RECYCI EP WATE!lt 6'\'"&TEM - · .,,._ -l!!X16TING l"C'T415LE W4.TE1' &'1'6TEM -----I /ILI09EP ~'Y"CLEP WATE!ll HAN.INE PROJECT SITE MITIGATION SITE R:~VI D BY: __ 1dflJ+· ff.I CTOR ' CARLSBAD MUNICIPAL 11' :rER DISTRICT ~of? CITY or /-40-E6iti-\!:J SAN MARCOS VICINITY MAP CARLSBAD OAKS NORTH PARTNERS, LP • P.O. BOK 8036 SAN DIEOO, CA 921.JB lEl.£PHONE: 619-223-1683 CITY OF CARLSBAD /C) PLANNIHG DEPARTMENT SHEET G SHEETS PRIVATE (ONSITE) RECYCLED °%• \ WATER SYSTEM FOR: CARLSBAD OAKS NORTH WETLAND MITIGATION RECYCLED WATER TITLE SHEET GLENN I.EEl<S DA lE EkVIROIRIENTAL 1£Al.1H SPECAUST DATE Pl.AN PREPARED: ---'08=---'-11"---"0°"7 ___ _ r--➔-+------------4----IBY: KM AH 10-21-04 PROJECT NO. · KM/Ntl C-r'f7•/J ORAYIING NO. ·1sr1, C.M.W.D. J08 NO. ____ _ 100907 I ' .....______ ;;go-" J / I \ /4 ' \ 11 . I I I 7578 El Cajon Blvd., Siite 200 la ~""· Cal~omia 91941 CA lie 2657 (619) 462-1515 Fax (619) 462--0552 \ &meoL MANUFACTUR.ER. MODEL• DE6CRIPllCN GFM RAD. A~ DETAIL/ 6HEST @ AOJU6TA6LS ROTOR HEAD ON &HRUB BODY UJITH 12' HUNTER F6S-,t,RY-'1ll!:, Rl&5R, CH5CK VALVE' AND R.ECYCL5D UJATER. PURPLE CAP 2.0 38' VAR. C/5 Fl.ILL CIR.CLE ROTOR HEAD ON &HRUB 60DY WITH 12' 40' 0 HUNTER FG5-3RV-.01 R.ISEaR, CHE;CK VALVE', AND f'i'leCYCLED WATER. 3.4 VAR. C/5 PURPLE CAP P.O.C. POINT OF CONNECTION -12 INCH Rl=CLAIMED WAT5R LINE; IN FARADAY AVE'. NA CONTRACTOR TO VE'l<!IF'r' LOCATION @] I INCH WATEI<! METER IN&TALLED 6Y CAl<!L66AD r-N.P. CONTl<!.ACTOR TO NA VERIFY ID WILKINS <a1& SERIES I INCH PRE&SURE REDUCINC:s PRINCIPLE B.ACKf'LOW PREYENTER AS&l:MBL Y F/5 WITI-I 6RONZE 'Y' &TRAINE:R IIZl0 MESH. LOCATE AT POINT OF CONNECTION. PRESSURE ReC!oULATOR SHALL eE SET AT So F.5.I . lcKI ~S CHECK VALVE' AS6EMSL Y @) RAIN BIRD PES6 MASTER VALVE'• FE6 S5R.IES E:LECTRIC REMOTE-CONTROL 6CRU66ER B/5 VAI..YE, SIZE PER FLAN M KIN& 6FilOS. eru &ER.lee LINE SIZE TRUE UNION e.ALL VALVE' WITH &LIP ENDS A/5 ~ RAIN BIRD FES6 PEB SERIES ELECTRIC REMOTE-CONTROL SCRU66ER VALVE', 6IZE PER FLAN B/5 N/A kl.INTER 45-62-12'12' DC LATCI-IINC:s SOLENOIDS (ALL VALVE&) NA IC41 1-lUNTER WVC·2iZ10 4 STATION Wll'<ELE&& VALVE' CONTROLLER. B/5 N/A HUNTER WVF Wl~E&S VALVE' PIWGRAHHER. NA @) NELSON OR 1645 QUICK-COUPLING VALVE WITI-I ACME TYPE THREADS PND PURPLE D/5 l,;QUIVALENT COL01'ED LOCKING COVER PACIFIC CLASS 31& PVC PVC PRESSURE MAINLINE, TINTED PURPLE AND PRINTED WITH 'CAUTION C/5 --f'i'leCLAiHl:D WATER.' LA6ELiNC:s. 6UR"r MIN. 18' BELOW GRADE WITH WESTERN WAl-?NINC:s TAPE. 3" TYPICAL. BETWEEN LAST MANIFOLD AND QUICK COUPLE~ USE I' PR.ESSU!ie MAINLINE. LASCOOR SCHEDULE~ 3/4' OR LARGER PVC LATERAL LINE, TINTED FLIRFLE AND PRINTED C/5 l,;QJIVALENT F\IC WiTI-! 'CAUTION F<ECLA!MED WAT5R' LA6ELING.. IN&TALL ON GRADE.SEE DETAIL. ALL PVC LATERAL LINES ARE SIZED ON FLAN. LASCO OR CLASS 31& 2' OR LAl'sGER. PVC LATERAL LINE, TINTED F'UR.PLE AND P!<INTED WITl-l C/5 EGllllVALI:NT f'VC 'CAUTION !'£CLAIMED WATER' LA6ELINC:s. INSTALL ON GRADE, see DETAIL. ALL PVC LATERAL LINes ARE SIZED ON PLAN. PACIFIC SCHEDULE 4121 PVC SLEEVE 2X PIPE SIZE. SEE NOTE: 14 NA WESTE!'<N PVC 6 RECYCLED WATER WARNING SIGNS--LOCATIONS 6Y CMWO C/7 STATIC PRESSURE AT POINT OF CONNECTION ASSUMED TO 6E 141 F.5.1. [RRfGATfON NOTES 1-lUNTER H5AD DE&IGN WORKIN<... PRES&URE 512' P.5.I. Cantroller/S!.auan Numbsr t".;';;r,;:';;l--Giallon& Per Minute (C:s.PJ1J LE::c.END, ---290-PRE-EXISTING =NTOUR --JOO-ORIGINAL GRADING! FLAN CONTOUR FER ti.l=TL .. AND MITIC:sATION PLAN 6Y MERKEL, MAY 2~12'4 ---300-PROPOSED CONTOUi;;! ---11--- -·-- LIMIT& OF NEW GR.APING, ORIGINAL GRADING, PLAN TOE OF SLOPE NEW TOE OF SLOPE HABITAT CREATION AREA I. FLANS ARE 0I,t,GRAMMATiC AND APPROXIMATE. ALL VALVES AND OTHER IF<Rle:.ATION EGIUIFMENT &HALL eE LOCATED IN FLANTfNG AREAS, AND WITl-llN Tl-lE RESPECTIYE PROPERTIES. . 2. CONTRACTOR SHALL !'£VIEW IRRIGATION SPECIFICATIONS PRIOR TO 6EG!INNING! WORK REFER TO TECHNICAL 6PECIFfCATIONS AND CON6TRLICTION DETAIL& FOi'< INSTALLATION PROCEDUl'sES. 3 .. CONTRACTOR SHALL 6E R.ESPONSleLE FOR =oRDINATINC:s HIS/HER WORK WIT4 OTHER TR.ADES. 4. CON'IRACTOR 61-!ALL CHECK AND VERIFY ALL EXl6TING SITE CONDITIONS, UTll.lTlf:5, AND SERVICEe PRIOR TO Ti;;!ENCHINC:s, AND SHALL NOTIFY Tl-lE .~&TOR.< TION SPECIALIST OF ANY DISCREPANCIES IMMEDIATELY. 5. CONTRACTOR SHALL VERIFY STATIC WA7ER. PRESSURE, METER MAIN LOCATIONS, SIZES, ETC. PRIOR TO 6EGINNING WORK, AND 51-lALL NOTIFY RESTORATION SPECIALIST Oi" ANY CISCREPANCIES. b. CONTRACTOR SHALL eE RE6FON&IBLE FOR OBTAINING Fl.UMelNG PERMIT AND ALL NECESSARY PERMITS PRIOR TO COMMENCING INSTALLATION. 1. CONTRACTOR SHALL INSTALL SYSTEMS THAT ARE COMPLETE AND FUNCTIONING PROPERI.. Y IN EVER, WAY. a. ALL WORK &HALL BE INSTALLED IN ACCORDANCE WITl-l THE R.EQJIREMENTS OF Tl-<E C.OVE!'<NINC:s AG,ENCIE6. ':I. CONTRACTOR 61-lALL eE FAMILIAR WITH EXl6TINC:s CONDITIONS PRIOR TO 6IDDING PROJECT. l<Z>. POINTS OF CONNECTION AS &HOUN ON PLAN& ARE APPR.O .... ,MATE- CONTR.ACTOi;;! Sl-lALL VERIFY EXISTING, CONDITIONS AND CONNECTIONS. CARLSBAD MUNICIPAL WATER DISTRICT 'll'ILLIAM PLUMMER DATE DEPUTY CllY ENGINEER R.C.E.28176 EXP.J/31/08 REVISIONS PROJECT NAME: Ca~sbad Oaks North PROJECT NUMBER: CON-02 VALVE NO 10 I LATERAL PIPE I SECTION (S<:h. 40) PIPE SECTION SECTION SECTION · PRESSURE SIZE LENGTI-1 GPMFLOW MULT. FACTOR FRICTION LOSS ·--~-5.40. . 1. 3/411 80 0.0301 I 2.41 2. 1· 20 8.80 0.0197 I 0.39 I 3. 1-114" 0 0.00 0 ' 0.00 4. 1-112" 160 28.00 0.036 ' 5.76 TOTAL LATERAL LINE LOSS 8.56 ' MAINLINE PIPE SECTION (CL.315) PIPE SECTION SECTION SECTION PRESSURE SIZE LENGlH GPM FLOW MULT. FACTOR FRICTlON LOSS 1. 3" 1000 33 0.0013 1.30 TOTAL MAINLINE LOSS 1.30 i TOTAL IRRIGA TJON llNE LOSS 9.86 I SYSTEM PRESSURE LOSS CALCULATION METER METER SIZE 1· STA TIC PRESSURE AT POC 164.54 Hydraulic Gradient: 700 per Wilson Engineering, 10/7/2004 Elevation@ METER 320.0 >=----==-c--~----+--~-+---··+----+------•c------,---,...--,--Elevatlon @ LAST HEAD 290. 0 ELEVATION PSI GAIN/ LOSS 30.0 WATER METER LOSS 6.50 BACKFLOW PREVENTER LOSS 12.00 MASTER VALVE LOSS 6.00 MAIN LINE LOSS 1.30 REMOTE CONTROL VALVE LOSS 5.60 . I.ATEPJ\L LINE LOSS .. .cc.......c...:....c.-+-B,.;..56c,..,....-+--.......Jf-----+-----+----+---+---t-- FRICTION LOSS SUBTOTAL = 39.96 NOT , CoNT~ CTOR $1-iAI L ADJU$T RRIG<1Tlc.. ~ l'F...:.ITTING:.:::..::.=...=L:::O::::SS:::::E::..:S=-1:..::0%.:.:.... ___ +-...:o:.:.:.9:..::9_1--~L.,,Ac:,__,_Y.;,,0!'-'"ll'-'-T""&....,T'-"Oc.. EW GRAD IN,t':, AND RE:< ORD CHA 'IGE& ELEVATION GAIN I LOSS 12.9 WITH N Ae-euI T PRAWINGF> COPIES OF W• ICH ,1-!ALL MINIMUM OPERATIONAL PSI 50.00 BE 1.:1:::TURNEr TO RE&T01 ATION &Pt CIALl·&T A"D FRICTION LOSS SUBTOTAL 39.96 DES 6NER SYSTEM OPERATIONAL TOTAL= 78.05 ~=;;.;;;..-------+--,,..,,..,a-,+--'N~O'=T~,;;'173 ':::RC~5~5'fRE;?;'=-;:: DUCI .., Sl-!ALL~ INr UD D STATIC PSI 164.54 WITH 6ACKFL11,W FREVE::N OR. 5E::T Pr<t::$5 RE PRESSURE REGULATORSETTlNt 85.00 REDUCER TO '>~ P.&.I. SYSTEM OPERATlONAL REQ. 78.05 RESIDUAL PSI= 6.95 II. INSTALL ONL 'Y ONE: !'£MOTE CONTROL VALVE PER VALVE BOX. GROUP TOGETl-lER. FARALLl:L TO EACl-l OTHER. AND OUTSIDE OF 1-!EAD SPRAY WHERE EVER POS516L.E. eoxe:s &HALL eE &ET 1 INCH ABOVE F1Nl61-l GR.ADE:. 12, CONTRACTOR. &HALL 6E RE&PON516LE FOR 5L5EVE6 AND Cl-lA&ES UNDER PAVING,, Tl-l~l-l WALLS, ETC., UNLE&& OTHERWISE NOTED. 13. ALL PIPING LINDER EXISTING OR FUTUR.e PAVING Sl-lALL 6E IN6TAL!..E:D PRIOR TO PAVING OR REPAVING. INSTALL IN SCHe:DULE 4.z> PVC &LEEVE& 2x PIPE DIAMETER, AND EXTEND 2' OUTSIDE EOOE OF PAVING,. NO TEES, ELLS, OR OTHER TUfi:N6 IN PIPING SHALL 6E L=ATED UNDER PAVING UNLES& PLANS NOTE OTHl=RWISE. 14. CONTRACTOR. SHALL ADJUST ALL IR.Rle:.A TION HEADS TO fULL 'Y COVER ALL PLANTING AR.EA&. I&. FLUSH ALL PIPE CLEAN PRIOR TO INSTALLING IRRIGATION HEADS. lb. ALL SPRAY IRRIGATION MU6T 6E R.ILL Y INSTALLED AND OPERATIONAL PRIOR TO INSTALLATION OF PLANT MATERIAL. 17, EXISTING TREES AND/OR 51-lRUe& TO REMAIN TAKE PRECEDENCE OVEi;;! IRRIGATION LINES. &TAKE ALL EXISTING TREE AND/OR &l-lRU6 LOCATIONS, UNDER Dlf'i'leCTION OF RE&TORATION SFECIALl6T. la. CONTRACTOR SHALL ADJU&T PRESSURE REGULATOR TO EN&LIRE PROPER DE&lc:.N PRESSURE AT THE FURTHEST 1-!EAD ON Ti-IE SYSTEM. 19. FOR RECLAIM5D WATER NOTES, SEE Sf.lEET 6. qt'.:;:.-.,...._, "AS BU IL T" . 'n1,,..,,:.,. "'9<, .'<l;c.~,.J f,.J...< T11LE . REVIEWED BY: ./ /J~/)f . -~ . ; ' . • ' . ·,1+,· INSPECTOR ,,, I I . ,.rt, 08 , /DATE CARLSBAD MUNICIPAL WATER DISTRICT 0 20 40 SCALE: 1°=40' 80 SHEET 7 CITY OF CARLSBAD PLANNING DEPARlMENT I CJ SHEETS PRIVATE (ONSllE: RECYCLED ~ •'2, WA lER SYSTEM FOR: COUNTY OF SAN DIEGO DEPARThtENT OF ENVIRONMENTAL HEALTl-i LANO AND WATER QUALITY DIVISION CARLSBAD OAKS NORTH WETLAND MITIGATION DATE BY DESCRIPTION ACCEPTED DEVELOPER: CARLSBAD OAKS NORTH PARTNERS, LP. t1to;1~2~1 :o:41:AH:!=~01Rf1G~1N;A~LjP~Li.AN~~D~A~T~E~=:~===~~:::~:~ ADDRESS: __ P_._o_. _B_ox_a_o_36 _________ 1------l'-RR"-l-'-G-'A_TI_O_N_PL_A_N_A_N_D_N_O_T_ES ___ ---I GLENN LEAKS DATE ENVIRONMENTAL HEALTH SPECIALIST 5/11 07 KM RECYCLED IRRIG SUBMITTAL SAN DIEGO, CA 92138 APP~~Eff' '=t: ~\J fr 6/11/07 KM ~EVISIONS FOR 2ND SUBMITTAL tr .4 r-. ,.~_.,.;,.,,,..,.·'? . TELEPHONE: 619-223-1663 DATE PLAN PREPARED: t-----t--+------------+------1 BY: 06-11-07 KM DRIii-i BY: CHCKD BY: AH 10-21-04 PROJECT NO. KM/RBL C.1'17-1'3 DATE DRAWING NO. SHEET ~OF SHEElS C.M.W.D. JOB NO. ____ _ ,,... 't. •• £ 100907 2 §j -a c:=:: ~ ~ u -;;; " ~ :S " . -0 0 z " • N - A D 6)-------- Ci)----' BALL VALVE • QUICK COUPLER \ LEGEND G THF<EADED PVC scH n NIPPLES /NO CLOSE NIPPLes. TYF.! @ F'!'<.E65UF<IZeD PVC MAINLINE @ f'VC FEMAL: SXT ADAPTER 0 PVC 5Cf-l l¾!J UNICl"< @ VALVE AS SPECIFIED ON PLAN& F06ITION VALVE IN !!!OX 50 TI-IAT I-IANDLE 16 FF<EE TO OPERATE. © I€>' ROUND PLASTIC VALVE eox (PEI'< &FECIFICATIONSJ -~ IN&TALL I INC>-! A60VE FINl&HED GRADE G) FINISHED G,RADE 9 ® l"VC FEMALE ADA!"TEF< ® PEA GRAVEL !/2' DIAMETEI'< ( APPROX. I CU. FT.! @ l!!F<ICK 5UPPOF<T FOIi!. VALVE eox NO SCALE LEG!END, CD ll!l' ROUND PI..A&Tlc vALvi; eox w1 LOCKING PURPLE 'RECLAIMED WATEI'<' COV:R I Q.C. HEAT 6RANDED INTO TOP. @ QUICK COJP~EF< VALVE (NON•FOTA6LE! WITH ACME 11-i!'<EADS FER FLAN& (j) FINl&I-I Gf<ADE. ALLo.JJ 2 INCH DEPTH FOR TOF MULCH (!) ONE cueIc FOOT PEA GRAYEL @ SCl-l.00 P.V.C. NIPPLE @ P.V.C. ELL (TXT! (J) MAINLINE (PUf<PLE! PEI'< LEGEND @ MAl'<LEX STREET ELLS IV !<£:QUIRED PER GUia< COUPLER @ e.c:H.40 P.V.C. TEE 16X&XT J NOTE: A. ALL P.v.C. FtTTING5 SI-IALL !!IE SCH. 40 EXCEPT Ul-!ERE NOTED. 6. ALL SCH.8<!:l P.v.C. THREADS &f.lALL 6E WRAPPED WITH TEFLON TAPE. C. QUICK COJPI..ER 61-iALL 6E APPROVED FOR RECLAIMED l!JATER ONL 1". NO SCALE CURI!! &IDEWALK METER 60X WITH WATER METER ~-~-\~_-"f ;;;-=24-=+-"-=::;im---t----- "-PPROX. 8" G FOTASLE WATER ee~ICE LINE IIZ'' HINIHUH TO POTASLE MAINLINE IN STREET 12" MIN. RECYCLED WATER l""'°'l::.ATION HAINLINE NOTE, vERTICAL CLEAF<ANCE OF 12' MINIMUM 15 MANDATORY Ul-!EN CRCS61NG PATH OF A POTA6LE WATER LINE. INSTALLATION OF RECYCLEC: WATER lfs!<IGATION MAINLINE 24' FROM FACE OF SIDEWALK WILL F'F<OVIDE THE NECES6A'<Y 112'' HORIZONTAL CLEARANCE 1'l'10M F07A6LE MAINLINE IN THE STREET. POT ABLE SERVICE LIN:= CR06SINC:i NO SCALE NOTE: A. ALL THREADED PIPE CONNECT\c:»4& WILL 6E SEALED WITH OYERLAPPING WRAP€J OF TEFLON TAPE Ae REQUIRED TO PREVENT Lt::AKAGE. LEGEND, C) P.V.C LATERAL Lt-IE, SIZE PER PLAN. ® P.V.C. ADAPTER_ FIPT x €,LIP '3' !!CH. 9" P.V.C. UNlc:»4 \:::,I (TXT ! O ·l'!ING TYPE LASCO OR EQUAL 0 ® ® 0 SCH.U, P.Y.C. NIPPLE, SAM!:: SIZE AS VALVE E!ATTEF<Y OPERATED cc»sTF<OLLER PE;ii LEGEND, WITI-1 WATEF< PROOF cc»sNECTORS RECYCLED WATER FLOW CONTROL HANDLE 1<£:HOTE CON':-ROL AIJTOMATIC CCNTROL VALVE WITH LATCHING SOLENOIDS PEI'< LEGEND LA~E RECTANGULAR PLASTIC VALVE eox W'TH FUl'<FLE LDC-KING LID. \' AOOV!, FIN!SI-IED ® GRADE WTII-I VALVE NLIMeER HEAT 6RANDED INTO TOP ® FINl&H C.f<ADE @ SCH.8<!:l P.V.C. NIPPLE ([D SCH.arz> FEMALE ADAPTER (TX.Si, SCH.4€> PV .C. PIPE SCH.4'!> F.V.C. ELL (SXSJ SCH.4-IZ' P.v.c. TEE HAINLINE MAINLINE (PURPLE! (SX&XS! PER LEGEND. @ I cuerc FOOT PEA Gf<AvEL MIN. 5lll I ORTING VALVE eox AeOVE COMPACTED eua-GRADE BJ---, 7\--~ 6 f------. • (U ...--< • c co·- ...--< E LEGEND, G) "3 REBAR, ATTACf-1 TO RISEcF< WITH CLAMF'S, INSEF<T MIN. 16 INCf-lE5, OR INTO Fll'<H 50\L @ (2! MAl'<LEX STRE5'T ELLS @ SECURE LATERAL LINE TO FINISI-IED GRADE WITH J-HOOK INSERTED INTC Flf'N SOIL MIN. le' AT 2€>' ON CENTER, TYPICAi.. 0 PVC LATERAL LINE (PURPLE) PE;ii FLAN @ FINISH GRADE @ SCH. 4€> PVC TEE (5xSxT! OF< ELL (5xT! (!) SCI-I. 00 PYC RISER 112' LENGTH/ @) SH"'1JB 60DY, FER LEGEND ® ;iiOTOR HEAD WITI-I PURPLE' CAP, FE. : t .EGEND NOTE: A f'VC F<l!lER Sf.lALL eE THE SAHE SIZE AS THE INLET OF THE SPRINKLER HEAD PER FLAN. B REMOTE CONTROL VALVE UJITH BATTER1 OPERATED CONTROLLER C ON-GRADE SFRA1HEAD I lllJ..Lt ELL HORIZONTAL OR VERTICAL BEND LEGEND, 0) PVC PRE5SUF<:ZED MAINLINE (D CONCRETE Tf-ll'<UST !!!LOCK -47€l-C·2- (1 cuerc FOOT MINIMUM! E CONCRETE THRU6T BLOCK$ Hf lJX 7578 8 Cojon BN<I., Suite 200 la t.!estl, Colifomio 91941 CA Uc 2657 (619) 462-1515 fa, (619) W2-0>52 NO 5CALE NO SCALE 2 -.. -. TEE NO 5CALE CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM PLUMMER DATE DEPUTY CITY ENGINEER RC.E.28176 EXP.3/31/08 COUNTY OF SAN DIEGO DEPARTMENT DF ENVIRONMENTAL H~ALTH LAND AND WATER QUALITY 0\VlS\ON GLEW,1 LEEKS DATE EN,iRONMENTAL HEAL TH SPECIALIST .. -........ DATE BY 10 21 04 /\.H 5/11/07 KM 6/11 07 KM NOTE, A. ALL VALVES, FITTING6 I PIPES SHOWN ARE TO 6E LINE SIZED EXCEPT WHERE INDICATED . e. IN!lTALLATION SPECIFICATlc».S !'iHOWN ARE SCHEMATIC AND DO NOT 6UPERCEDE OR l<f:PI..ACE AN1" CITY OR STA TE REQUIREMENTS. THE Cc»4TAACTOR 15 RESPON5l6LE FOR MEETING ALL AF'FLICA6LE CODES. LEGEND, G) eRASS ELL CTXT! LINE SIZEl>._-4 ~QUIREC:"¼, ® REDUCED PRESSURE 6AcKFLOW AOOEMeL Y PER PLANS 0 aRAse NIFFLES (3 REQUIRED) SIZE SAME AS eACKFLCI!! AS5EMeL Y G) PROTECTIVE ENCLOSURE PEI'< FLAN6 INSTALL PEI'< MANUFACTURER'S 5PEC'&. © aRAse RISER& LENGTH AS NEEDED (-4 F<EQU\RED! (v f'!IRAS6 UNION/TXT! WILKENS OF< EQJL\L G) l!!RONZE 'Y' STRAINER FER FLAN& © FINISH GRADE, COMPACT ALL !:!ACKFl~L- €) f'!IRAS6 HALE ADAgTER /TX&! @) T1"PE K =FPER MAINL~E /BY OTI-IERSJ @ CONCRETE THF<UST BLOCKS. I CJ61C FT. HIN. @) WRAP FITTING WITH 2€> MIL. P'PE WRAP TAPE @) -4' NOH. CONCRETE PAYING (12' CLEAR ALL 5\DEe! @ SQ-1.-4€> P.V.C. HALE ADAPTER @) p.v.c. MAINLINE PE;ii FLA'-15 FROM METER C. ALL THREADED CONNECTIONS &HALL !!IE SEALED WITH OYERLAPPll'-1:, TU-OF TEFLON T AFE SUFFICIENT TO Pl'<EYENT LEAKAGE. F I BACKFLOW PREVENTER A66EMBL 1 NO SCALE ~ FEET POT ABLE HANLIN 12 INCHES HIN. REQUIRED VEF<TICAL SEPARATION SLEEVE ~--,-----'k-- ~ !-fo-_,-. ",t._ S BU I LT" <9t,,_1c?A' '.l?e~ £,J:/. ~/0"'' ~/4: ..... -'ll8~--- TITLE ' DATE NOTE, ALL f'ECYCLED WATER l""'°'IGATION PIPE AND SLEEVES SHALL BE PURPLE AND LA6ELED AS SPECIFl=D. SEE &HEET a H MAINLINE CROSSING NO SCALE REVISIONS DESCRIPTION ACCEPTED DEVELOPER: CARLSBAD OAKS NOR7--I PARTNERS, L.P. ORIGINAL PLAN DATE ADDRESS: P .0. BOX 8036 RECYCLED IRRIG SUBMITTAL SAN DIEGO, CA 92138 REV SIONS FOR 2ND SUBMITTAL TELEPHONE: 619-223-1663 J REV! WED BY: 'AA., I l I I , , ~ r,.. '. • y PECTOR ' DATE CARLSBAD MUNICIPAL WATER DISTRICT SHEET 8 CITY OF CARLSBAD PLANNING DEPARTMENT SHEETS PRIVATE (ONSITE) RECYCLED l-3 WATER SYS.,EM FOR: CARLSBAD OAKS NORTH WETLAND 11ITIGATION IRRIGATION DETAILS APPRO'tf9' . I -L 11.--L 6,-, ~ L"'" -t!: ~ ' PLANNING' I -----,f-+------------+----t~:;;-~:-;:;-~;;:;::::-;;;;::--1 )ii=:;,:-;:;7 -----1oRWN 9Y, AH 10-21-04 PROJECT NO, t--DATE PLAN PREPARED: ___ 06_-_1_1_-_0_7 ____ _ DRAWING NO. {(/,5 -· 'f(; f-----t-+-------------+-----;8Y: KM CHCKD BY, KM/RBL c,qJ-/3 • 2-~-"~!V~J_~-~1-~,,.~~ _.¥SHEE~F-i:S~EETs ·' 1tr. '\•~~ C.M.W,D, JOB NO. ____ ~ 100907 FART IJZJIZ' -GENERAL 14>I •~:.ENE~ REQl..ii~T& A. THE CONTRACTOR SHALL FURNISH ALL LA60R, TOOLS, MACHINERY, MATERIALS, AND F~CE56ES NECESSARY TO COMPLETE THE IRRIGATION Si1'STEM DESCRl6ED HEREIN AND SHOI.LN ON THE CONTRACT DOCUMENTS. e. CONTRACTOR 51-!ALL VISIT THE SITE TO 6ECOME FAMILIAR WITH EXISTING CONDITIONS AND SITE RESTRICTIONS. C. CONTRACTOR 51-!ALL DETERMINE THE LOCATION AND DEPTH OF ALL SITE UTILITIES. ANT UTILITT OR GsRADINGs INFORMATION PROVIDED ON THE CONTRACT DOCUMENTS IS FOR THE CONTRACTOR'S REFERENCE. TI-IERE 15 NO G.UARANTEE AS TO THE ACCURACT OF THE INFORMATION. CONTRACTOR SI-IALL LOCATE AND VERIFT UTILITY LOCATION& TO HIS SATISFACTION. D. CONTRACTOR SHALL eE I-IELD RESFONSl6LE FOR ALL REPAIRS MADE NECESSARY 6T THE NEGLIGENCE OF HIS CREWS. E. THE GsENERAL AND SPECIAL CONDITIONS AND NOTES OF THE CONTRACT APPL T TO Tl-IE WORK OF TI-IIS 5ECTION THE 5AME AS THOUG.H WRITTEN HEREIN. l."2 ORDINANCES AND ~GIU ATION& A. ALL LOCAL, MUNICIPAL AND 5TATE LAW5 AND RULES AND REG.UJ..ATIONS GsOVERNING OR RELATING TO ANT PORTION OF THIS WORK ARE HEREBT INCORPORATED INTO AND MADE A PART OF TI-IE5E 5PECIFICATIONS AND TI-IEIR PROVISIONS SHALL 6E CARRIED OUT 6T THE CONTRACTOR. ANTTI-IING CONTAINED IN THE SPECIFICATIONS SHALL NOT BE CONSTRUED TO CONFLICT WITH ANY OF THE A60VE RULES, REG.ULATIONS, OR REQUIREMENTS OF THE SAME. HOWEVER, WHEN THE SPECIFICATIONS AND/OR CONTRACT DOCUMENTS CALL FOR, OR DESCRl6E MATERIALS, WORKMANSHIP OR CON5TRUCTION OF HIGsl-lER QUAJ..ITT, HIGHER STANDARDS OR A LAf<GER SIZE, SPECIFICATIONS AND/OR CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER Tl-IE REQUIREMENTS OF THE SAID RULES AND REG.ULATIONS. 14>3 ecoFE OF WOF.i<. A. Tl-IE WORK INCLUDES ALL SERVICES, LA60R, MATERIALS, EQUJFMENT AND TRANSPORTATION NECESSARY TO PERFORM THE WORK ON THE CONTRACT DOCUMENTS AND AS SPECIFIED I-IEREIN AND AS REQUIRED TO COMPLETE THE CONTRACT F~FERLY. 6. Tl-IE CONTRACTOR SHALL PROTECT THE WORK, ADJACENT PROPERTY AND THE FU6LIC, AND SHALL BE RESFONSl6LE FOR ANT DAMAGE, INJURY AND LOSS DUE TO HIS ACTS OR NEGLECT. C. THE CONTRACTOR SHALL SU6MIT UNIT COSTS TO THE OUNER FOR ADDITIONS OR DELETIONS TO THE CONTRACT DO~ENTS. D. WORK NOT INCLUDED, N.I.C., BT OTHERS, EXISTING 14'4 ec!-IEDULE OF ~ A. UPON AWARD OF THE CONTRACT A WORK SCHEDULE SHALL BE SU6MITTED TO THE 01.LNER FOR CARRTING OUT THE WORK. UPON APP~VAL, NO MODIFICATIONS SHALL BE MADE TO THIS SCHEDULE WITHOUT THE WRITTEN APP~VAL OF THE 01.LNER. 6. FINISI-I GRADING AND LANDSCAPE INSTALLATION SCHEDULE OF WORK SHALL BE PERFORMED DURING THOSE PERIODS WHEN WEATHER AND SOIL CONDITIONS ARE SUITABLE IN ACCORDANCE WITH LOCALLY ACCEPTED HORTICULTURAL PRACTICE. ID.; COORDINATION A. CONTRACTOR SHALL REPORT TO THE LANDSCAPE ARCHITECT ANY DEVIATIONS BETWEEN CONSTFa.JCTION CONTRACT DOCUMENTS, SPECIFICATIONS, AND THE SITE. FAILURE TO DO 50 PRIOR TO Tl-IE INSTALLATION OF THE IMPROVEMENTS AND RESULTING IN REPLACING., AND/OR RELOCATING IMPROVEMENTS, Sf-lALL eE AT THE CONTRACTOR'& EXPENSE. 6. CARE 51-!ALL BE TAKEN TO COORDINATE THE WORK AT ALL TIMES WITH OTHER CONTRACTORS WORKING IN AND ADJACENT TO THE AREA& IN THIS CONTRACT. THI& I& TO EN!lURE AN ORDERLY AND EFFICIENT INSTALLATION PROCEDURE, AND TO MINIMIZE CONFLICTS WITH OTHER CONSTRUCTION OPERATIONS. 1£16 EXFLANATION OF CONTRACT DOCUMENTS A. DUE TO THE &cALE OF CONTRACT DOCUMENT&, IT I& NOT POSSl6LE TO SHOW ALL OFFSETS, FITTINC:.5, OR SLEEVES Wf-llCH MAY BE REQUIRED. CAREFUl,.L T INSPECT ALL CONDITION& OF WORK ACCORDING TO THE ACTUAL &ITE AND PLAN INSTALLATION ACCORDINe:.L T• FUl<l'IISf-llNG ALL PIPE AND FITTINGS TO MEET THE SYSTEMS REQUIREMENTS. CONTRACTOR SHALL REPORT ANY CONFLICTS PRIOJ.! TO BEGINNING WOF<K. WORK &HALL BE INSTALLED IN SUCH A HANNER AS TO AVOID CONFLICTS 6ETWEEN IRRIGATION STSTEMS, PLANTING AND ARCHITECTURAL FEATURES. 11)1 5Ue5TITUTIGIN& A. NO SUBSTITUTIONS OF IRRIC:.ATION EQUIPMENT OR OTHEJ.! CONSTRUCTION MATERIALS WILL 6E PERMITTED WITHOUT THE WRITTEN PERMISSION OF THE LANDSCAPE ARCHITECT. IF IRRIGATION EQUIPMENT SUBSTITUTIONS ARE ACCEPTED AND ARI: OF LESS VALUE THEN THOSE SPECIFIED, THE CONTRACT PRICE WILL BE ADJUSTED IN ACCORDANCE WITH THE PROVISIONS OF THE CONTRACT. 6. THE RIG.HT TO Cf-lANGE, THE LANDSCAPE ARCHITECT Rf=&ERVES THE 1-!IGI-IT TO CHANGE THE MANUFACTURER, MODEL, AND/OR SIZES OF IRRIG.ATION EQUIPMENT TO 6E FUJ.:NISHED, PROVIDED THAT THE COST OF SUCH EQUIPMENT CHANGE& DOES NOT EXCEED Tl-IE COST OF THE IRRIGATION EQUIPMENT IN THE ORIGINAL BID. THE CONTRACTOR SHALL 6E NOTIFIED AND THE CHANGES CONFIRMED IN W!-!ITING PRIOR TO THE IRRIGATION INSTALLATION OPERATION COMMENCING. CHANGES IN ANT IRRIGATION EQUIPMENT FURNISf-11:D THAT REQUIRES A REDUCTION OF<! ADDITION IN COST SHALL REQUIRE AN ADJUSTMENT IN THE CONTRACT coaT. 1-"'8 REJECTION& A. ANT IRJ.!IGATION EGll.llFMENT AND/OR WORK MAT 6E REJECTED IF, IN THE OPINION OF THE LAND&cAPE ARCHITECT, SUCf-1 DOES NOT MEET THE REQUIREMENT AND THE SPECIFICATIONS. ALL REJECTED WORK AND/OR IRRIGATION EQUIPMENT SHALL BE REMOVED FROM THE SITE 6T THE CONTRACTOl'i! AT HIS EXPENSE. Rf=JECTED WORK SHALL 6E REDONE IN A TIMEL T MANNER AND APPROVED BT Tf-lE LAND&CAFE ARCJ-IITECT. I~ &UeMITTAL& A COMPLETE MATERIAL LIST SHALL SE &UBMITTEP PRIOR TO PEF,!='ORMING ANT WORK. 6. 5U65TITUTION5, SUBMIT 3 COPIES OF CATALOC:. INFORMATION ON MATERIALS THAT ARE TO BE SUBMITTED FOR 5U65TITUTION. NO 5U6STITUTION WILL 6E PERMITTED WITHOUT PRIOJ.! WRITTEN APPROVAL BY THE LANDSCAPE ARCHITECT. 1.1121 RECORD CONTRACT DQCUMENTS (AS-BUILTJ l~TION A. A SET OF CONTRACT DRAWINGS THAT ARI= VERIFIED 6Y THE CONTRACTOR TO 6E AN APF~VEP SET OF THE OOVEl<l'IING AGENCY Sf-lALL BE KEPT AT THE SITE OFFICE DURING CONSTRUCTION. ALL WORK THAT 15 INSTALLED SHALL 6E REVIEWED FOR CONFORMANCE WITH THE FLANS. IF NEW WORK OR WORK AS SHOI.LN ON Tl-IE PLANe Ii> DIFFERENT, THE CONTRACTOR SHALL NOTE THE INSTALLATION ON Tl-IE RECORD DRAWING.&. Tf-lE MAF<KED DRAWING& SHALL SE KEPT CURRENT AS Tl-IE WORK FR=RESSES AND SHALL 6E AVAILA6LE FOR INSPl:CTION 13"1' Tl-IE APPLICANT' REPRESENTATIVE UPON Rf=QUEST. AT 2 WEEKe PRIOR TO THE 'NOTICE OF COMPLETION', THESE OR A COPT OF THE AS-BUil T DRAWINGS 51-!ALL BE DELIVERED TO THE APPLICANT'S REPRESENTATIVE. 1.11 PELIYERT, STORAGE, AND HANDLING A. DELIVER, UNLOAD, &TORI=, AND HANDLE MATERIALS, PACKAGING, BUNDLING, F~DUCTS, IN DRY, WEATHERP~OF. WATERF~OF CONDITION IN MANNER TO PREVENT DAMAGE, 6REAKAGE, DETERIORATION, INTRUSION, IGNITION. EXCESSIVE EXPOSURI= TO SUN, AND VANDALISM. DELIVER IN ORIC:.INAL UNOPENED PACKAGING. CONTAINERS PROMINENTL T DISFLATING MANUFACTURER NAME, VOLUME, QUANTITT, CONTENTS, INSTRUCTIONS, AND CONFORMANCE TO LOCAL, STATE, AND FEDERAL LAW. REMOVE AND Rf=FLACE CRACKED, BROKEN, OR CONTAMINATED ITEMS OR ELEMENT& PREMATUREL T EXPOSED TO MOISTURI=, INCLEMENT WEATHER, SNOW, ICE, TEMPERATURE EXTREMES, FIRE, 01-! JOB SITE DAMAGE. S. HANDLING OF PVC PIPE -EXERCISE CARI= IN HANDLING, LOADING AND STOJ.!ING OF PVC PIPE. ALL PVC PIPE SHALL 6E TRANSPORTED IN A VEI-IICLE WHICH ALLOW5 LENG.TH OF PIPE TO LIE FLAT 50 AS NOT TO SUBJECT IT TO UNDUE 6ENDING OR CONCENTRATED EXTERNAL LOADS. ALL SECTIONS OF PIPE Tl-lAT HAVE 6EEN DENTED OR DAMAGED SHALL 6E DISCARDED, AND IF INSTALLED, SHALL BE REMOVED AND REPLACED WITf-1 NEW PIPINe:.. 1.12 FU6L IC 5Af't:TY' A. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO ENSURE Tl-IE SAFETY OF ALL WORKEf;l:5, PEDESTRIANS AND ADJACENT P~FERTT IN ACCORDANCE WITH CALIFORNIA/OSHA REQUiREMENT5. THE LANDSCAPE ARCHITECT AND/OR CONSULTANTS DO NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING. THE LANDSCAPE ARCHITECT DOES NOT DIRECT THE CONTRACTOl-!5 OPERATIONS AND 15 NOT BE Rf=5PON51BLE FOR PERSONNEL, OTHER THAN OUR OUN, ON THE SITE. Tf-lE SAFETY OF OTHERS 15 THE RESPONSIBILITT OF Tf-lE CONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF HE CONSIDER& ANT OF THE RECOMMENDED ACTION& IN THE CONTRACT DOCUMENTS TO BE UNSAFE. 6. F~TECTION OF PROPERTT, I. PRESERVE AND PROTECT ALL TREES, PLANTS, MONlMENT&, STRUCTURES, AND PAVED AREAS FROM DAMAGE DUE TO WORK OF THIS SECTION. IN THE !:VENT DAMAGE DOES OCCUR, ALL DAMAGE SHALL BE COMFLETEL Y REPAIRED OR REPLACED TO SATISFACTION OF CIU.NER AND PAID BY CONTRACTOR. 2. PROTECT BUILDINGS, WAL.Ke, WALL&, AND OTHl:R P~RTY FROM DAMAGE. MAi;.K AND 6~1CADE OFEN DITCHES. DAMAGE CAUSED TO ASPf-lAL T, CONCRETE, OR OTHER BUILDING MATERIAL SUJ'<f'ACES SHALL BE REPAIRED OR REPLACED AT NO COST TO OW'<ER. RE&TORI= Dl&TURBED AREAS TO ORIC:.INAL CONDITION. REPLACEMENT OF PAVING AND CURBS -WHERE TRENCHE& AND LINES CRCSS EXISTING. ~APWAYS, PATH&, CURBING, ETC. DAMAGE TO Tf-lESE SHALL BE KEPT TO A MINIMUM AND SHALL BE RESTORED TO ORIC:.INAL CONDITION. C. EXISTING TRl=ES, 1. ALL T~~C~ll'-~ Olii?: OTl4EFi': WO~ UNDEFc: !..IMS e~AD OF ANY AND ALL T~Ee SHALL 6E DONE 6T HAND OR 6T OTHER METHODS SO AS TO PREVENT DAMAGE TO LIM6& OR BRANCHES. 2. WHERE IT 15 NECESSART TO EXCAVATE ADJACENT TO EXISTING TREES, USE ALL POS516LE CARE TO AVOID INJURY TO TREES AND TRl=E ROOTS. EXCAVATION, IN AREAS WHERE 2 INCH AND LAl'<GER RCOTS OCCUR, Sf-lALL 6E DONE 6T HAND. ~ore 2 INCf-lES OJ.! LARGE!-! IN DIAMETER, EXCEPT DIRl=CTL T IN THE PATH OF FIFE OF CONDUIT, SHALL BE TUNNELED UNDER AND SHALL 6E HEAVILY WRAPPED WITf-1 BURLAP TO PREVENT SCA!'i!RINC:, OR EXCESSIVE PRYING. WHERI= A TRENCHING MACf-llNE 15 OPERATED CLOSE TO TRl=ES HAVINC:. ROOTS SMALLER THAN 2 INCf-lES IN DIAMETER, WALL OF TRl=NCH ADJACENT TO TREE SHALL 6E f-lAND TRIMMED, MAKING CLEAN CUTS THROUC:.H ROOT&. ROOTS I INCH AND LAF<e:,ER IN DIAMETER SHALL 6E PAINTED WITH TWO COAT& OF 'TREE SEAL". TRENCHES ADJACENT TO TREES SHALL 6E CLOSED WITHIN 24 HCURS, AND WHEN THIS 15 NOT POSSIBLE, SIDE OF TRENCH ADJACENT TO TREE SHALL 6E KEPT 51-!APED WITJ-1 MOISTENED BURLAP OR CANVAS. P. PROTECTION AND REPAll-! OF UNDEf<GROUND LINES I. REQUEST PROPER UTILITT COMPANY TO STAKE EXACT LOCATION AND DEPTl-1 OF ALL UNDERGROUND ELECTRIC, GAS, OR TELEPf-lONE LINES. TAKE UJHATEYER PRECAUTIONS ARE NECESSARY TO PROTECT THESE UNPEl'<GROUND LINES FROM DAMAGE. IN THE EYENT DAMAGE DOES OCCUR, ALL DAMAGE SHALL 6E 1-!EPAIRED 6Y CONTRACTOp;!, AND ALL COSTS OF SUCH REPAIRS SHALL BE PAID 6T CONTRACTOR. 1.1:3 WA~ /GUARANTT A. CONTRACTOR &I-I.ALL WARRANT MATERIALS AGAINST DEFECT& FOR A PERIOD OF ONE YEAR FROM NOTICE OF COMPLETION. CONTRACTOR SHALL GUARANTEE WOF<KMAN5HIP FOR SIMILAR PERIOD. CONT!-!ACTOJ.! SHALL 6E RESFON516LE FOR COORDINATING MATERIAL WARRANTT ITEMS WITH MANUFACTURER/PISTJ'<l6UTOR. B. &ETTLINC:, OF eACKJ=ILLED TRENCHES WI-IICf-1 MAY OCCUR PURINC:, C:,UARANTT PERIOD SHALL 6E REPAIRED 6Y CONTRACTOR AT NO EXPENSE TO Ou.NE!<, INCLUDING COMPLETE Rf=STORATION OF DAMAGED PROPERTY. C. EXPENSE& PUE TO VANDALISM PRIOR TO NOTICE OF COMPLETION 5!-IALL BE BOl<l'IE BT CONTRACTOR. 1.14 MAINicNANCE A. FUl<l'IISH THE FOLLOWING MAINTENANCE ITEMS TO Ol.U>IEI'< PRIOJii! TO NOTICE OF COMPLETION, I. (2) SETS OF SPECIAL TOOLS REQUIRED FOR REMOVING, DISA5SEM6LING, AND ADJUSTING EACH TYPE OF SPRINKLER HEAD AND VALVE SUPPLIED ON THIS PROJECT. 2. (2) KET& FOR EACH 6ATTERT-OPERATED CONTl'WLLER, LOCKING VALVE 60XE5 AND LOCKING QUICK COUPLERS. 3. (4) IRRIGATION HEADS WITH NOZZLE& (OF EACI-I TYPE USED). 4. OPERATION MANUALS FOR CONTROLLERS AND ANT OTHER EQUIPMENT USED ON PROJECT. H l l IX ,_i>,OSCAp< \, ..,~ 4.,<J ,,;< LE W/s~·r C' ':, <::J" 'Ya 4: 0 ~l I ./,>. '::. '::! :,_,,._J~~. ...I rl ~ '2, _, , ~;:;:,,,-11 ... ' SIONA 1\JRE V 7578 El Cajon lll/d., Suite 200 I 2-28-09 FART 2~ -MATEF<:IALe 2DI PIPE AND FITTINGS ., A. MAIN LINE& (CON&TANT PREssuF<EJ ei-fALL e~ POL YVINTL-CHLORIDE (PVC) 112121-ll&IZ>/21Z>rz> P.5.1., CLASS 31S WITH SOL YENT WELP CONNECTIONS. I. SOLVENT WELD MAIN LINE, AT CHANG.ES. IN DIRl=CTlON OR BRANCH MAINS, USE APF~PRIATE SCHEDULE 4rz> PVC FITTINC:.& AS APPROVED BY THE UNIFORM PLUMBING CODE. 6. LATERAL LINES (NON-FRES&UREJ 3/4' AND LAl'<GEI'< &HALL 6E &cHEDULE 4rz> FURPLE PVC PLASTIC PIPE. I. SOLYENT WELD LATERAL LINE, AT C.!ANGES IN DIRl=CTION OR 6RANCH MAINS, USE AF~PRIATE 5CHEDULE 4121 PVC FITTINGS AS APPROVED 6T Tl-IE UNIFORM PLUHE31Ne:. CODE. C. FLEXIBLE TU6INC:, 51-!ALL 6E PVC FLEXl6LE AS &FECIFIED IN CONTRACT DOCUMENTS. D. CONNECTIONS 6ETWEEN MAIN LINE& AND REMOTE CONTROL VALYE& SI-IALL 6E OF SCHEDULE: 1W PVC (TJ-IREAPED BOTH ENDS) NIPPLES AND FITTINGS. E. RISERS SHALL BE AS FOLLOWS, SCHEDULE W PVC THREADED NIPPLES AND SCHEDULE 1W PVC ELLS AS SHOWN IN THE CON&TRUCTION DETAILS. F. ON GRADE PIPE AND FITTING& SHALL BE AS SPECIFIED IN CONTRACT DOCUMENTS. 2.l?J2 Ml6CELLANEOU5 INSTALLATION MATERIAL& A. SOLVENT CEMENT AND PRIMER FOR SOLVENT WELD JOINTS SHALL 6E OF MAKE AND TTPE AFF~D 6T MANUFACTURER(&) OF PIPE AND FITTINGS. CEMENT &HALL 6E MAINTAINED AT PROPER CONSISTENCY THROUG.f-lOUT USE. B. LU6RICANT FOR ASSEM6LING RU66ER RINC:. SEAL JOJ~ITS SHALL Bl: OF MAKE AND TYFE APPROVED 6T MANUFACTURER OF PIPE. C. FIFE JOINT COMPOUND SHALL 6E NON-HARDENING, NON-TOXIC MATERIALS DESIGNED SFECIFICALL Y FOR USE ON THREADED CONNECTIONS IN WATER CARRYING PIPE. PERFORMANCE Sf-lALL 6E SAME AS TEFLON TAPE. 2D3 MISCl=LLANEOU5 EQIJIPMENT A. PROVIDE ALL EQUIPMEl>IT CALLED FOR BT Tl-IE CONTRACT DOCUMENTS. 6. VALVE BOXES, AMETEK 12' STANDARD 60X C. BATTERY-OPERATED CONTROL VALVES -AS .SPECIFIED IN CONTRACT DOCUMENTS. NIPPLES OF SAME SIZE AS RISER OPENING IN SPRINKLER 60DT. D. SPRINKLE!-! l-lEAD5 -SHALL BE AS SPECIFIED IN CONTRACT DOCUMENT&. FABRICATE RISER UNIT& IN ACCORDt>.NCE WITJ-1 DETAILS IN CONRACT DOClJMENTS-WITl-1 RISER NIPPLl:5 OF SAME SIZE AS RISEJ.! OPENING IN SPRINKLER BOPT. E. ~eeu~ ~DUCING VALVE .. /J,/:; SPECIFIED IN COl'-~T~T DOCUMENTS. F. BALL VALVES -AS SPECIFIED IN CONTRACT DOCUMENTS. G. BACKJ=LOIIJ PREVENTION DEVICE -AS SPECIFIED IN CONTJ.!ACT DOCUMENTS. H. BATTERT OPERATED CONTROLLER -AS &PECIFIED IN CONTRACT DOCUMENTS. FART 3~ -1NeTALLATION 3DI ~PARATION A. SCHEDULE AND COORDINATE PLACEMENT OF MATERIALS AND l:QUIPMENT IN MANNER TO l:FFECT THE EARLIEST COMPLETION OF WORK IN CONFORMANCE WITH CONSTRUCTION AND PROGRESS SCHEDULE. 3Jf12 LAYOUT A. LAT OUT WORK AS ACCURATELY AS POSSl6LE IN ACCORDANCE WITH DIAGRAMMATIC CONTRACT DOCUMENT&. WHERI= CONDITIONS PO NOT PERMIT LOCATION OF PIPING, VALVES AND HEADS WHEJ.!E &HOWN, NOTIFY LANDSCAPE ARCHITECT IMMEDIATEL T AND DETERMINE Rf=LOCATION IN JOINT CONFERl=NCE. 3D3 STAKINC:, OF AaOYE G,ROIJ,lD ?JFE A. A60VE-GROLIND MAINLINE AND LATERAL LINES SHALL BE SECURED TO THE GROUND WITH •4 Rl:6AR J-HOOKS. SECURE MAINLINE EVERY 21Z> FEET. SECURE LATERAL LINES EVERT 1121 FEET. Rf=6AR SHALL EXTEND 18, OR INCHES INTO FIRM SOIL. 34'4 ASSEMal-lNG PIPELINE& A. ALL PIPE SI-IALL BE ASSEMBLED FREE FROM DIRT AND PIPE &cAJ..E. FIELD CUT ENDS &HALL 6E REAMED ONL T TO Fl.ILL DIAMETER WITH ROUG.H EDGES AND BURRS REMOVED. B. SOLYENT WELD JOINT, EACf-1 INSTALLER &HALL 6E ~Pl:RLT TRAINE:D IN TE:CHNIQUE& FOR MAKING CORRECT JOINTS PRIOR TO PERFORMING WORK ON THE SITE, I. PRl=FARI= JOINT 6T FIRST MAKING SURE THE PIPE END 15 Sa\JARI:, Tf-lEN DEBURJ.!ING THE FIFE END AND CLEANING PIPE AND FITTING OF DIRT, DUST AND MOISTURI=. 2. SNAKE FIFE IN TRl=NCf-1 AS MUCJ-1 AS POSSIBLE TO ALLOW FOR EXPANSION AND CONTRACTION. 3 DRY-INSERT PIPE INTO FITTING TO Cf-JECK FOR MIS-&IZING. PIPE SHOULD ENTER FITTING 1/3 TO 2/3 DEPTH OF SOCKET. 4. LAT PIPE AND HAKE ALL PLASTIC TO PLASTIC JOINTS IN ACCORDANCE WITH MANUFACTURER'S Rl=COMMENDATIONS. S. SOLVENT WELD JOINTS &HALL SE MADI: BT PROCE56 AND MATERIALS AS RECOMMENDED BT THE MANUFACTURER. h. CURE JOINT A MINIMUM OF THIRTY (:,121) MINUTES 6EFORE f-lANDLING AND AT LEAST (24) HOURS BEFORI= ALLOWINC:, WATER IN THE PIPE. CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM PLUMMER DATE DEPUTY CITY ENGINEER R,C.E.28176 EXP.3/31/08 REVISIONS :34>4 Ae5EMBLING PIPELINES (CONT.) C. Tf-lRl=ADED JOINT, I. FIELD THREADJNe:. OF PLASTIC FIFE 01'< FITTINGS 15 NOT PERMITTED. FACTORT-FORMED THREAD& ONLY WILL 6E PE:RMITTED. 2. FACTORY-MADE NIPPLES SHALL 6E USED WHEREVER POSSIBLE. FIELD-CUT THREADS IN METALLIC PIPE WILL BE PERMITTED ONLY WHERE A650LUTELY NECESSARY. WHEN FIELD THREADING, CUT THREADS ACCURATEL TON AXIS UJITH SHARP DIES. 3. ALL THREADED JOINTS SHALL 6E MADE UP WITH PIPE JOINT COMPOUND. APPLY COMPOUND TO MALE THRl:ADS ONL T. 4. WHERE ASSEMBLING METALLIC PIPE TO METALLIC FITTING OR VALVE, NO MORE THAN THREE (3) FULL THREAD& SHALL SE vlSl6LE WHEN JOINT 15 MADE UP. S. W.!ERE ASSEM6LING SOFT ME:TAL (6RA55 OR COPPER.I OR PLASTIC PIPE, USE STRAP TTPE Fi'<ICTION WRENCH ONL T• DO NOT USE METAL-JAWED WRENCH. D. CAP OR PLUG. OPENINGS AS PIPELINE 15 ASSEMBLED TO PREVENT ENTRANCE OF DIRT 065TRUCTloN. REMOVE CAPS OR FLUC:,5 ONLY WHEN NECESSART TO CONTINUE ASSEMBLY. E. WHERE PIPE& OR CONTRCL WIRl=S PASS THROUG.H SLEEVE&, PROVIDE 1-!EMOVABLE NON-DECAYING PLUG. AT ENDS OF SLEEVE TO PREVENT ENTRANCE OF EARTI-I. F. COMPACTION OVER MAINLINE Sl-lALL 6E ':l!Z>% MINIMUM. 3D.; 6ATTTERT-OPERATEP CONTROL VALVE& A. INST ALL WHERE SHOWN IN CONTRACT DOCUMENTS AND GsROUP TOG.ETf-lER UJI-IERE PRACTICAL. LIMIT ONE BATTERT-OPERATEP CONT~L VALVE FER BOX. a THOROUGHLY FLUSH MAIN LINE 6EFORE INSTALL.INC:. VALYE. C. INSTALL VALVE 60XES I' A60VE C:.RADE. 3.1216 BATTERY-OPERATED CONTROLLER A. INST ALL AS SPECIFIED ON PLANS 3D1 8,f-'RINKLER HEAD& A. Tl-lOROUGHL T FLUSH LINES 6EFORE IN&T ALLING HEAPS. B. LOCATE HEADS .AS SHOI.LN IN Tl-IE CONTRACT DOCUMENTS AND DETAILS. C. ADJUST HEAD& FOR PROPER FLOW RATE. D. 1-!EYEGETATION SPECIALIST MAY REQUEST NOZZLE CHANGES OR ADJUSTMENTS WITf-lOUT ADDITIONAL COSTS TO THE OI.LNER. 3£>& TESTS A. NOTIFT LANDSCAPE ARCHITl:CT AT LEAST 48 HOURS IN ADVANCE OF TESTING. B. PERFORM TESTING AT CONTRACTORS 01.LN EXPENSE. C. FLUSHING -AFTER PIPING, RISERS, AND VAL YES Al'<E IN PLACE AND CONNECTED, BUT FRIO!-! TO INSTALLATION OF SPRINKLER HEADS, THOROUGI-IL T FLUSf-1 PIPING STSTEM UNDER FULL f-lEAD OF WATER PRESSUJ.!E FROM DEAD END FITTINe:.5. MAINTAIN FLUSHING FORS MINUTES THROUGH FUJii!THERMOST VALVES. CAP RISERS AFTER FLUSHING. D. APPLY THE FOLLOWING TESTS AFTER SOLVENT WELD PLASTIC PIPE JOINTS HAVE CURl=D AT LEAST 24 f-lOURS. E. TESTING -CONDUCT TEST& IN PRESENCE OF LANDSCAPE ARCHITECT. ARRANC:.E FOR PRESENCE OF LANDSCAPE ARCHITECT 48 HOURS IN ADVANCE OF TESTING.. SUPPLY FORCE FUMP AND ALL OTHl:R TEST EQUIFMENT. I. AFTER E3ACl(flLLINGs, AND INSTALLATION OF ALL CONTROL VALVES, FILL IN PRESENCE OF LANDSCAPE ARCHITECT WITH WATER, AND PRESSURIZE TO 4IZ) F.5.1. OYER THE DESIGNATED STATIC PRESSURE OR 12S P.5.1., WHICHEVER 15 C:.REATER, FOi'< A PERIOD OF h !-IOU~. 2. LEAKAGE, PRESSURI= LOSS -TEST IS ACCEPT A6LE IF NO LEAKAGE OR L056 OF PRESSURE 15 EVIDENT DU!-!ING TEST PEJ.!IOD. 3. LEAKe -DETECT AND REPAIR LEAKS. 4. RETEST SYSTEM UNTIL TEST PRESSUJ.!E CAN BE MAINTAINED FOR DURATION OF TEST. S. TE&T REMOTELY CONTROLLED LATERAL LINES WITH WATER AT 112)12) P.5.1. FOR 2 HOURS AND VISUALL T INSPECT FOi-! LEAKe. Rf=TEST AFTER CORRECTING DEFECTS. 3~ ADJUSTING A. UFON COMPLETION OF INSTALLATION, 'FINE-TUNE' ENTIRE SYSTEM BY REGULATING VALVES, ADJUSTING PATTERNS AND 61-!EAK-UF ARMS/SCJ.!EW5, AND 51:TTINC:, PRESSURE REDUCING VALVES AT PROPER PRESSURI= TO PROVIDE OPTIMUM AND EFFICIENT COVERAGE. 6. IF IT IS DETERMINED Tl-lAT IRRIGATION ADJU&TMENTS WILL PROVIDE ~FER AND MORE ADEQUATE COVERAGE, MAKE SUCH ADJUSTM!:NTS PRIOR TO NOTICE OF COMPLETION, AT NO ADDITIONAL COST TO CITY. C. ARl=AS WHICH DO NOT CONFORM TO DESIGNATED OPERATION 1-!EGll.llREMENTS DUE TO UNAUTHORIZED Ci-lANGES OR POOR INSTALLATION PRACTICE& SHALL BE IMMEDIATELY CORRECTED AT NO ADDITIONAL COST TO THE OUNER. 3.1121 CLEANING A. MAINTAIN CONTINUOUS CLEANING OPERATION THROUGHOUT U/ORI<. DISPOSE OF ALL TRASH OR DEBRIS e:.ENERATED 6Y INSTALLATION OF IRRIGATION 5T5TEM OFF-SITE AT LEe:.AL DISPOSAL &ITE AND AT NO ADDITIONAL COST TO OWNER. -END OF SECTION- REVIEWED BY: ~/;,,/ J 1NSPEGTOR CARLSBAD MUNICIPAL WATER DISTRICT SHEET q CITY OF CARLSBAD PLANNING DEPARTMENT It' SHEETS PRIVATE (ONSITE) RECYCLED "'l, ~ WATER SYSTEM FOR: COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALTH LAND AND WATER QUALITY DIVISION DATE BY DESCRIPTION ACCEPTED DEVELOPER: CARLSBAD OAKS NORTH PARTNERS, L.P. i.:;;..:.:.:a~--1..:c:..:.-+--=-==...;.:.::::.:... ______ -4c==-=::....i CARLSBAD OAKS NORTH WETLAND MITIGATION IRRIGA 110N SPECIFICATIONS 1-1:..:;DCL;:./2.,.,1 /:,,0'c'4+Ae.:H+_O:,cRco,l:,,:Gl~Ne:,A,cL2P_,L,,.,Ac,Ncc'D"'A:"T'cE':-c:-::=c---+-----I ADDRESS: 5/11/07 KM RECYCLED IRRIG SUBMITTAL 6/11/07 KM REVISIONS FOR 2ND SUBMITTAL P .0. BOX 8036 SAN DIEGO, CA 92138 TELEPHONE: 619-223-1663 g -~1:' .,.;; -, DATE LaCA Mue,so2•6£o7Iifomia 91941 ,._\_ •~'1'1ffo"j J,._ • .s, ~-/.. GLENN LEAKS DATE DRWN BY, AH 10 21 04 PROJECT NO. DRAWING NO. (619) 462-1515 ;,:¾.._ 0' ~.,. DATE PLAN PREPARED: 06 11 07 L/ Q Fax (619) 462_0552 "1 ,.f: or cf,.1.l~o~ ENVIRONMENTAL HEALTH SPECIALIST l------l--+--------------l------1 BY: KM CHCKD BY: KM/RBL crt; 7-/':J 7'f:i: "':_ ./ .. {J. .,.,,_ ,·'•'"""·, • ~-, .-,.,-, -->~ ~,--• ""-"'~ ' ' c• >.a<)""'·,,.-<·•'c,•', •~• .i • > '' · ,, --~·.,, , "••' •''.",•,_,S~,.,..,,, .... _,.. ___ :::::::::~----=================::::==================~~~~;;~~;;.,~~~~~• ; .. ,;., ;;;;:~,~;;,;. ;;;;: .. ,..::;,i .. 11!;;;,i,;;:;,,,,,.,,,,~,.:::;;:::::::::::::~:::::;:;::;:;;;;;;;;:~::::::::::::::;;; .. SHEET .... OF ..... SHEETS C.M.W.D. JOB NO. _____ _ \rr, • o( '- .. 100907 C CD ~ 0 -.,:i. ........ 0 '11 (0 C') ~ C C 0 0 PLAN VIEW 1 • ~s;fG~~lDSEH (,'.";;'• .1?:~';ll'C;:::=====?r.~~~::....,~4-.::===?f NOTES, ... ~ .. . . . . .. FRDII RECYCl 1 ED• I~ •ATER 1111 IN PROF lLE PRESSURE RECUlA10R POC SEQUENCE !) REFER TO SECT!CtlS 15151" ANO 15152 llf THE SPECJFJCATl<mS TEST- $TATION 2) str TOP OF METER BOX FLUSH WITH SIDEWALK. CURS OR FINISH GRADE 3) INSTALL WAflNING,IDENTIFICATION TAl'l AS SHOWN ON WP-01 I 41 WATEfi LATERALS INSTALLED FOR THE USE CF RtCYCLEO WAT£R SHALL BE - I MAT RIALS SHAll BE SELECTED FROM THE APPROVED MATERiA S LIST ~ r~, MASTER VALVE I IDENTIFIED AS DESCRIBED IN SECTION 15151 Cf THE SPECIFICATIONS I INSTALL WYE STRAl11£R HOlllZO'HAL TO SERVICE LATERAL 1Jg"' SIZE AND CESCR!PTJ!Ji 1Jr SIZE AND llESCRIPIIOO f 1 ' 2 METER AS5EMBL Y PER 15-01 a: WS--02 SCH 80 PVC, BRASS CR OO'PER PIPE T B 13,m (1'{1 BRASS BALL VALVt: SCREWED SRASS nlPPLE !TYPICAL 1- ♦ 3 WYE STRAINER, SEE NOTE S 9 l,£lER aox IITII LIO 250mn x ~ • 4 BRASS CHECK VALVE Ito•~ 20•1 OR 425cm\ K T5Dnm 117"x30"1 J 5 BRONZE BALL VALVE 10 !Om C "l ROCK, 100,mi TO 150.... I:/ 6 SCREWED BRASS Uffltl'l 14" TO 5•·1 DEEP i, 25nm AND 5Onrn ! 1 ''AND 2" > RECYCLED IA'f)lFt AGl!NClBS ST.lHD.l!Rll~ " WATER I RR I GAT I ON CHECK VAL VE COMlllm. APP.01A1; 0310,noc,1 INSiALLAT ION Dl!.!YJNG ~UKEEi WR,-03 757B O C.jon Blvd., S~1e 200 La Mesm, O:ilifomia 91941 CA Lie 2657 (619) 462·1515 Fax (619) -462---0552 FROM PR[SSUR[ REGULATOR S!E NOTE 2 FRO, PRESSURE Af:GUl'1llll SEE NOIE 2 10 llf !EA MOTES, PLAN VIEW PROFILE PRESSUl!E REGULATOR POC SEOUE ~E. 10 W.ST(R VALVE 1 & ii.ow $[,SOR 6 MASTER VALVE TO LIA.STER. VALVE & FLOW SENSOI! FlO,, SENSOR I) REFER TO SECTION 1S!S1 AND ,s1s2 or THE SPECIFICATIONS 2> lltSTALL ONE TEST STATION LOCATED O)R[CT,r DD•NSTRE•~ or IRRIGAIIOII CHECK •ND PRESSURE ~ REGULATOR VALVE ~ER WR-03 l> SECONO CRO$S CONNECTION TEST STATIO>I lNSTAlLED Al FAR fHD OF ON·SITt W.IN LlNE c 4 I BRANO "TS" ON PL.ST IC TESl ST.TIOI< LIDS •· ITEM NO SIZE M,D DESCRIPTION SIZE AND DESCRIPTION '•'-.-t=:::-;--;;:-.;-;-,,: ,..-1 19nm 1'•."t SCH BO PVC 90 ELL 5 1911m 1',;'1 SCHEDULE BO BRASS NIPPLE t~1---::.2----1.:.19::.:;1Ml"-'-'IC,.~::.•.;..•.;.s::.:cH.:....:;;BD:--=:BRC:.A;::;SS;_:cCL::;OS;;;;f;;._c;H_lPP.:...c.LE;..._r--=-6--f-'M=-E'--'TE"'R-'S""O"-,-'W"-)T'--a'---P'-'U"'R'-'PL~E-'C~O~LO=R~EO~L~ID~-i -l 191ffll t>,;1 BR•SS tOCU.fil.E ~Alt VALVE, 1--'-7--f__,Lc:_IMEc:,..S;;.l:.:,Z.:cE ..:Bff::,~:.::S:.::S..:8cc•;a,L'--YA-=-l,c~E°=--:----I ~:=!1-----+F-"I_P .:.•ccME.=.Tta.cRc...S;c•c;.IV'--'E"iL-,,-.------,-.,.,,.-c,e,--+----:B~t-=-llccN-c-E __,s,..1,,.<E-=• c:1c,9nm-:'<c-''-::c'::cl-::-S-:-C-:H -:-:B:::O -,T,cEE-,-----; !! 'I 1'9min :ir 6flll• t:!..,1" x 114" 1 SRASS li-lA£A)E:0 l--'cg--f-'T-c-YPc'E'-'"Kc--,",,,CccOP'-P--'E"-'R-'Oc'R--'8",R~AS~S..,P0l::-:PE-Dl<L.c...Y--1 -~-__ ,.,B:,:U:::;SH:;,,l,:;•O::..;;.f,.;IT:;,,H..:6::.·.::;~"'"=la..''.:.•.:.l.:C;;;;AP:.;P .. f•:;.'.;:;OU;;.lc;;Lta.':',,.;.10;....,.__1s .. o .. om--.<Ea.'.,.'1 .. B;;;;A""Sta....DF .... t0ffm ___ ._~ .. -_i_R_oc;;;;•-; ~ 25rrm ( 1 "l AND 50rrm C 2" 1 'KATER AGENCIES STANDARDS ~-RECYCLED WATER IRRIGATION i:onnTEt Al'l'JIOYAL· 1110i1200, i•.., _ __,;;C.;..;R..c.0.c.SS.;;._C;..;O;.;.N;.;_N..;;;E..;.C_T.;;_I D.;...N_T_E_S_T_S_T A_T_l_O_N _ __.~IJIU_1_1N_c_Nu_M_1t_R, __ w_R...._0_4 __ - B TEST STATION (RECLAIMED WATER) CARLSBAD MUNICIPAL WATER DISTRICT WILLIAM PLUMMER DA TE DEPUTY CITY ENGINEER R.C.E.28176 EXP.3/31/08 COUNTY OF SAN DIEGO DEPARTMENT OF ENVIRONMENTAL HEALlH LAND AND WATER QUALITY DIVISION GLENN LEAKS DATE ENVIRONMENTAL HEALlll SPEC!ALIST 7 $' ··-$ DATE BY I I lOOm 112 I IIHl!III.IM NlllNTING SCREW LOCATION Filii• iiite i• li.rrl&&led with ! -......--+--RECYCLEI.> a WATER • ~ -AGUA RECICLADA. II DO NOT ® NO BEBA ::: ,. -.,__-DRINK EL AGUA I~ :::f::c:......_-1_L Agency of lur adJellc,: Neffi" _J 38nm 11 1,•1 BORDER MOUNTING "ll'PlCAL ALL AffllUNO SCIIEW LOCATION •po NOT ORINK• ICN, SEE IJETA L AIID\IE liOIIO PDS l , SEE NOTE 4 BELO~ FJN!SH CRADE 450tm c,a•1 I AGENCY OF JURISDICTI NAME ONLY IF REOIJIRED f NOTES: ~ 1l REFER TC SECT!DU 1;1Sl Cf THE SPECIFICATIONS ! 21 SIGNS SH/ILL BE MAHUl'ACTURED or ALUMINUM SHEET, THICKNESS \.6Rlll 10.063" 00 18 CAllEl 31 THE S!CN SHALL INCORPOP.AT£ A .PURP!.E BACKCROIJND WITH 111111£ lETIEAS AND S•MOOLS 41 SJGNS SHALL BE MOUNTED ON A 1QCJmn x 100ml 14' • 4"> PRESSURE TRtATED 111100 POST l 900mn 136"1 FROM FINISH QRADE. ATTACH THE SIGN TO THE POST USING 6.4 ... x 3Bm, i (', .. x 21,{1 ANW12.0 LA~ scru:ws ANO NASllERS (2 EACll! _ i p ti RE:CYCLED WATER "DO NOT DRINK" SIGN C RECYCLED WATER SIGN (RECLAIMED WATER) REVISIONS l!TER AGElfC!~ stmm.s CDUN!TTI:£ .ll'PllOV ~L, 1>310!/ZODI IIRA~ING IUK9t": WM-08 DESCRIPTION ACCEPTED DEVELOPER: l--1--'0-'-i"2-,-,1 "'0'-=4'-+-A~H,+----":0-=R"'IG~IN~A-"L':-'-:PL=A-=N~D='A~TEc...,-,=,-,----+-----1 ADDRESS: 5 11/07 KM RECYCLED IRRIG SUBMITTAL CARLSBAD OAKS NORTH PAR1NERS, L.P. P.O. BOX 8036 SAN DIEGO, CA 92138 6 11 07 KM REVISIONS FOR 2ND SUBMITTAL DATE 'PLAN PREPARED: 1----f---t--------------+-----1 BY: TELEPHONE: 619-223-1663 06-11-07 KM CARLSBAD MUNICIPAL WATER DISTRICT SHEET I 0 CITY OF CARLSBAD / {) PLANNING DEPARTMENT SHEETS PRIVATE (ONSITE) RECYCLED :£ • ;' WATER SYSTEM FOR: CARLSBAD OAKS NORTH WETLAND MITIGATION RECYCLED WATER IRRIGATION DETAILS APPRQV(P, j . _ Lfl ,_µ 11-Ji. c,., ~,,.,-', ·· . ''_ . ~LANNING - llR\\N BY, AH 10-21-04 PROJECT NO. DRAl'l1NG NO. aiCKO BY, KM/RBL SHEET OF SHEETS C,M,W.D. JOB NO. _____ _ ,..,. C .,,f C' 101 U07