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HomeMy WebLinkAboutDWG 903-5L; ; AVIARA GOLF COURSE; 46-68i I / \ \ . \ \ \ a I i I , ' \ 0 \ " I BATIOUITOS LAGOON ( ' ,,..;j,_,.,. , ;, • ...... ••• n•r•-,. .. I I '1 I I CO~SUL TANT$ DIRECT(?RY I I , ' HILLMAN PROPERTIES WEST/ ' I 2011 Palomar Airport ·Road Suite . Carlsbad, California 92009 (619) 931-1190 ·. PALMER COURSE DESIGN ~--, ,. ' ··:,, i; 206 \,' : ~- OWNER • ,, ;;.J',·. lS ' GOLF COURSE ARCHITECT 572 Ponto Vordra Beach Boulevard Poat Office Box 1639 . 1 . Ponto Verdra Deach, Florida 32062 , (904) 265-3960 ' I ; ,\ 11 OLSON ASSOCIATES . ENGINEEH OF WORK ., ' ·I 3070 Brllltol Stroot -Suite 460 Coota Mooa, California 92626 r~714) 041-0·054 'ONA, INC. Fourth Avonuo Corpornlo Center 1551 Fourth Avonun, Sulto 200 San Diego, Calllornlo 02102 . (619) 239-2450 UTILITY DESIGN CONSULTANTS 302 Norlh El Camino Roal, Suite 200 Post Orrico Bo• 3369 , San Clemonlo, California 92672 : (714) 492-7076 p & D TECHNOLOGY 401 Wost 'A' Stroot, suno 2500 San Diogo, Calllornla 92101 (619) 232-4406 ' OVERMYER, McVAY & BENNETT // 15540 Aockllold Boulevard, Sllilo A 1 lrvlno, California 92714 , (714) 830-1552 Landscapo Architect UllliliM Engineers Clvll Engineers Eloclrlcal Engineers 1. GREG COOK ENGINEERIN_G · 3303 Harbor Ooulovard, Sulto H1 Structural Engineers ' ' Costa Moso, Cnllfornla 92G2G . I (714) 545-9090 THE SDILS REPORT TITLED "PRELIMINARY GEOTECHt!ICAL INVESTIGATION FOR THE PACIFIC RIM COUNTRY CLUB AND RESORT PHASE 1, CARLSBAD, CALIFORNIA", "SUPPLEMENTAL GEOTECHNICAL INVESTIGATION PACIFIC RIM COUNTRY CLUB AND RESORT -UNITS A, B, C, AND ALGA ROAD CORRIDOR, CARLSBAD, CALIFORNIA" AND "REVIEW OF GRADING PLANS - UNITS A, B, C, D, E, AVIARA, CARLSBAD, CALIFORNIA" PREPARED BY SAN DIEGO SOILS ENGINEERING, INC. DATED JANUARY 29, 1986, MARCH 25, 1988 AND JANUARY 23, 1989, RESPECTIVELY, SHALL BE CONSIDERED AS A PART OF THIS GRADING PLAN. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID SOILS REPORT. 10/11,/,!'I -JI< M /J,\ Dtlo&ET R~l/l.'5,,t>N:!, .. .. -L a -, ' ' ' ~ . .:,- \~';, • -···-t::~·-::.:·~ _ _j ;,~~ •oo .· .· 'L ;, .nltflh"'; ____ ,..,;ir I «.. -»II -f.1: "';,, ,l,~, j --;ao SCALE SHEET.. .... -· _ 'REFERENCE LINE' (TYPICAL) .. . · DATE llltlllAL ENOINE:ER OF WORK :·:·'•"· -•·jl<II•', ',I w,,,,,it' . REVISION DESCRIPTION ' .,_ -r .... " ,, ; ' ·:1 f ·~ ' )I t -.1 ' <,; ,. .,I • ~ .f,' i f ~"' f .. " 'sl4e·ET. 1NoE:X I SHEETS. IlI.b.E ___ ,,,, ___ l>&LETEo· 6-10 · FRO~~A!5~'.h~~19 :la_ns')& ~":: _____ _,..__ Miscellaneous Construcllon Plans 11 12 13 14 15 · 16 17,18 19-23 24-30 i 31-37 \ a8-44 I 45-46 47 48 j 49-53 54 Horizontal Control Wing Walls Horizontal Control Site Specific Details Construction Plan Wing Walls Construction Plan Site Specific Details Construction Plan and Horizontal Control, Holes 12, 13, 14, 15, 16 . ' Construction Plan and Horizontal Control, Holes 13, 14, 15 Construction Details Cart Path Plans Lake Grading & Construction Plans Lake Horizontal Control & Boulder Plans Lake Mechanical Plans Lake Construcdon Details Pump Vault ,. Irrigation Legend & General -Notes Irrigation Plans Irrigation Site Specific Details \ ss-59 ', 60-62 Irrigation Stationing -Sensor Netw~rk Plans Irrigation Details :63-67 68 69 ! 70 I 71 I 72 ' ~3-79 ' i 80 Landscape Planting Plans Landscape Legend Landscape Details Electrical Key Plan & Drawing Index Eloctrical Legend and Notes Electrical Pump Vault Plan Electrical Plans Electrical Single Line Diagrams 83-84 Eloctrlcal Details 85 Electrical Plan -Parking Lot 86 ·· ·, · · · 1. · ·-.• Electr[~~l~~~u1: ~~.~~ ... -. . .,, ''ei-101·. ' ', ~~LMER 4o sc~LE GRADING PLANS; 1f 102~108 /2 ,4,0 SCALE GRADING REVISIONS, __ )···· ' (ADDEtf'!'_O PACKAGE~-·•',) .,, ______ ,,,,.,,_,_~/,. ,_,_./ ' ,,..'''•,:, .. ,,,'< ,, I ., ... ✓ .. ,-··· .. , . . .. ~•· ..,-~'!'\·········· ' ,, _,.,.-·;:..., ,, -·· •.. ,· . -,,,.•· ~ \,; . ~ CITY OF CARLSBAD SHEETS-· . ENGi NEE RING ,, DEPARTMENT 108 :AVIARA GOLF COURSE.1'~NS-i ' • . ·,, '""1 ""' ' . Gov.er Sheef, : •• I •' • ' • c•,-.,., >,,,, ' ', ...... , .. .. N IAPPROVEO, RE. · CITY ENGINEER DATE OWN.BY, I PROJECT NO. I 9RAW1Ni. NOt / ! DATE INITIAL CHKO. BY, (, , ,,, SHT. FIELD BK, • ....-1 ,,I. NO. CITY APPROVAL CMWD 89-301 .:::_;vt I ), • \ 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. , ,. 12. GENERAL NOTES THE WORK INCLUDED SHALL CONSIST OF FURNISHING ALL LABOR, !!QUIPMENT, AND MATERIALS REQUIRED FOR THE INSTALLATION OF A COMPLETE OPERATING IRRIGATION SYSTEM AS HEREIN SPECIFIED AND SHOWN ON THE PLANS. ALL IRRIGATION SYSTEM CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THESE DOCUMENTS. THE PROVISIONS OF SECTIONS 212 AND 308 OF THE 1985 EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THE CITY OF CARLSBAD STANDARDS EXCEPT AS MODIFIED AND SUPPLEMENTED BELOW. THE CONTRACTOR SHALL REVIEW ALL EXISTING SITE CONDITIONS PRIOR TO SUBMITTING HIS BID AND PRIOR TO STARTING CONSTRUCTION. IF ANY DISCREPANCIES EXIST, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE IRRIGATION ENGINEER IMMEDIATELY. CONTRACTOR SHALL LOCATE SLEEVES INSTALLED BY THE OWNER. REPORT IMMEDIATELY IF SLEEVES ARE NOT AS SHOWN ON PLANS. PRIOR TO CUTTING INTO THE SOIL THE CONTRACTOR SHALL LOCATE ALL UTILITIES AND HE SHALL TAKE PROPER PRECAUTION NOT TO DAMAGE OR DISTURB SUCH IMPROVEMENTS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT UTILITIES AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OF ANY DAMAGE TO THESE LINES OR STRUCTURES. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF .CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE ENGINEER. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER. THE IRRIGATION CONTRACTOR SHALL NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREAS DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND/OR HIS REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. ALL PIPING, VALVES, EQUIPMENT, ETC., SHOWN WITHIN PAVED AREAS IS FOR DESIGN CLARIFICATION ONLY AND SHALL BE INSTALLED IN THE PLANTING AREAS IN A MANNER SO AS TO CONFORM WITH THE VARIOUS DETAILS. / MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH LOCAL CODES AND ORDINANCES OR LEGALLY CONSTITUTED AUTHORITIES. SHOULD CONFLICTS ARISE, THE HIGHEST STANDARD WILL PREVAIL. SYSTEMS HAVE BEEN DESIGNED USING THE PRESSURE SHOWN ON THE PLAN. THE IRRIGATION CONTRACTOR SHALL VERIFY WATl;R PRESSURE PRIOR TO CONSTRUCTION AND REPORT ANY DIFFERENCE BETWEEN THE WATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OF CONNECTION TO THE OWNER AND/OR HIS REPRESENTATIVE. ALL PRESSURE LINES SHALL BE TESTED UNDER HYDROSTATIC PRESSURE AS REQUIRED IN THE SPECIFICATIONS, AND ALL NON- PRESSURE LINES SHALL BE TESTED UNDER THE EXISTING STATIC PRESSURE AND BOTH BE PROVEN WATER TIGHT. CONTRACTOR PROVIDE ALL EQUIPMENT FOR HYDROSTATIC TESTS. BACKFLOW PREVENTION UNITS (DOMESTIC SOURCE ONLY) SHALL BE THE SIZE AND TYPE SPECIFIED ON THE PLANS AND SHALL BE INSTALLED AS DETAILED AND/OR RECOMMENDED BY THE MANUFACTURER AT THE LOCATION SHOWN ON THE DRAWINGS IN ACCORDANCE WITH LOCAL CODE. FINAL LOCATION SHALL BE APPROVED BY THE OWNER l>.ND/OR HIS REPRESENTATIVE. RECLAIMED SYSTEMS WILL NOT REQUIRE BACKFLOW PREVENTER$. PROVIDE THE OWNER WITH ONE (1) QUICK COUPLER KEYS AND MATCHING HOLE ELL FOR EVERY FIVE (5) QUICK COUPLERS SPECIFIED ON THE PLANS AT THE END OF THE MAINTENANCE PERIOD. THE CONTRACTOR SHALL PULL 120 AND 240 VOLT WIRES FROM THE POWER LOCATION TO THE AUTOMATIC CONTROLLER AND PUMPS AND MAKE THE FINAL HOOKUP IN ACCORDANCE WITH LOCAL CODE REQUIREMENTS. 13. ALL SYSTEMS SHALL BE ADJUSTED TO PREVENT OVERSPRAY ON TO WALKS, CURBS, AND STREETS. NO OPEN TRENCH ADJACENT TO PUBLIC WALKWAYS SHALL BE LEFT UNPROTECTED. 15. ALL IRRIGATION HEADS NEXT TO CART PATHS SHALL BE 6 INCHES FROM THE CATH PATH. 16. ALL GASKET PIPE 1 1 /2" AND LARGER SHALL HAVE THRUST BLOCKS AT EACH CHANGE OF DIRECTION. 17. FOR GUARANTEES, AS-BUILT$ AND OTHER DETAILED INFORMATION, _ R!!FER TO THE IRRIGATION SECTION OF THE ·sPECIFiCATIONS. ' ---.----~---.....---._,,--··· .. --·--.-· ······--· .. ---·-11\ ALL TREE BUBBLER SYSTEMS ANO MOISTURE SENSOR NETWORK~$ l SHOWN ON THE PLANS HAVE BEEN DELETED FROM THE PROJECT AND ARE NOT A PART OF THIS CONTRACT. ---------~----. -~~~ RECLAIM WATER NOTES THE FOLLOWING GENERAL NOTES ARE TO BRING TO THE ATTENTION OF THE , CONTRACTOR A SUMMARY OF GENERAL ITEMS COVERED IN THE SPECIFICATIONS AND SPECIFIC NOTES NOT COVERED IN THE SPECIFICATIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO READ AND BE COMPLETELY FAMILIAR WITH ALL SECTIONS OF THE IRRIGATION SPECIFICATIONS. SPECIAL NOTES FOR RECLAIMED WATER 1. THE DESIGN AND INSTALLATION OF THE CUSTOMER RECLAIMED GOLF IRRIGATION SYSTEM SHALL BE APPROVED BY THE CITY OF CARLSBAD. SYMBOL M.ll\NUFACTURER " V X TORO MODEL NO./DESCRIPTION 570C·12P-35" SSQ, H F -PC•CKVL-1/2" NPT FEMALE PSI RADIUS 50 17' IRRIGATION SPACING 15' 0. 7, 1.4, 1.9 PRECIP RATE 0.9-1.4 REFERENCE SEE DETAIL I SHT 60 2. ALL OFFSITE AND CUSTOMER RECLAIMED WATER SYSTEM PIPING SHALL BE IDENTIFIED AS RECLAIMED WATER IN ACCORDANCE WITH THE CITY OF CARLSBAD STANDARD DRAWINGS AND SPECIFICATIONS FOR ALL RECLAIMED WATER SYSTEMS UNLESS OTHERWISE DIRECTED. l3 ~ TORO S700C-PC·3.0 3. 4. 5. 6. 7. 3/4" NPT FEMALE 45 45' 30·35' 3.3 0.6-0.7 SEE DETAIL INSTALL ON ~VO SCH 80 RISER 12" ABOVE GRAOE -PROVIOE #4 REBAR STAKE (38" LONG) -CLAMP 2X WITH STAINLESS STEEL HOSE CLAMPS I $HT 60 D TORO $700C-FC-7.5 - THE CITY OF CARLSBAD SHALL BE NOTIFIED 24 HOURS PRIOR TO THE START UP OF ANY RECLAIMED CONSTRUCTION. (619) 438-5540. 3/4" NPT FEMALE 45 48' 30·35' 7.4 0.6-0. 7 SEE DETAIL INSTALL ON PVC SCH 80 ~SER 12" "BOVE GRAOE -PROVIDE #4 REBAR STAKE (36" LONCJ) -CLAMP 2X WITH STAINLESS STEEL HOSE CLAMPS . _I SHT 60 iiij . ' TORO S7ciOHP·FC-3.0 45 , 45' 30-35' 3.3 0.6-0.7 SEE DETAIL 3/4" NPT FEMALE I SHT 60 THE CITY WILL INSPECT THE CONSTRUCTION OF CUSTOMER FACILITIES THAT WILL USE OR RECEIVE RECLAIMED WATER TO VERIFY THAT THE CUSTOMER FACILITIES ARE CONSTRUCTED IN CONFORMANCE WITH THE PLANS AND SPECIFICATIONS. INSPECTION TIMES WILL BE ESTABLISHED AT THE PRE JOB MEETING. THE RECLAIMED WATER SUPPLY SHALL BE TURNED OFF BY CLOSING AND LOCKING THE CITY'S VALVE AT THE RECLAIMED WATER METER. RECLAIMED WATER REQUIRES THE CONTRACTOR TO ADHERE TO THE CALIFORNIA REGIONAL WATER QUALITY CONTROL BOARD REQUIREMENTS, TITLE 17, CHAPTER 5, ANO TITLE 22, CHAPTER 3 OF THE CALIFORNIA ADMINISTRATIVE CODE, AND THE CITY OF CARLSBAD RECLAIMED WATER STANDARDS. ALL IRRIGATION MAINS AND LATERALS SERVICED BY A DOMESTIC METER SHALL BE PER THE LEGEND. ALL DOMESTIC METERS ARE NOTED ON PLAN. ■ 0 i WATER REQUIREMENTS REGIONAL GUIDE ONLY -CARLSBAD, CALIF. TORO TORO TORO TORO TORO TORO TORO --:~-,_ .;::c;,.·-_ ·· _ _.:_·_ •• :,·; -..• -------~~= .---_-_._-··-··--·~·~-· .·-·.o.:;,:c . ..:..,. · 1 l\ Vi f,KI\ · LV /l.PUI'k/\W·· r.• l l,i\T: <JN Clll11(T ' n,_ijif:::;t_ ~d.11.1·.:,t .kaict';1.I.,~, ]' H.tr-·,l __ i . dse u11ly q.l_J;{, t:h·/n TM,:,JJ[y c•u···· ,c,:,·.•Ldll i l1i:~;:;_i;;~· -· -l~;'J' t-,·)r l Yf"''-·' 11:..: e M(·•dl ur:1 L•.)I·✓ :~;:::11 I ~M~~·~;;. ~----j-1_~~',=l~}=---~--~~;•t-· cl,:!1 ii Jt,,1,;~;·,;;j~ -·;_)\,,-.c -(~~;,/~ . u'.~~~-1 Fr,;1.1, 2.,,-0 /./ii ;.u•., J..lt(, Mfll, 2.HIJ /.'J/1, ~~.T} Al'l\ j __ -~O J •• '.'_) .:'..L,~1 MAY 3. '.10 11-. 0'1 ·:;. ~;; lTJ)N /1-.[),'_, ,,. LJ ! ,.JUL l+,lfl /\lJC I.,/U ,_;1:: P 1 . / lj I)('']' NOV fJJ•.C TliTi\J,.; -.--:-c~--: ____ .:_::-_·-·: -- :: . (J(i .l . (:, u ;: , ') 11 .-'.. [),-: 1.6H ~-\ . I J 'I I J • u t, l . (, "'1 l. Tl ·: ,_, ' .... lJ ,., : ' .• l1 ( J I_ • ;-.; ·! .1 • .3 () l.(J'! 1 • ti f; L . ~, ~, (I, H , ( I • I 1.1 i_). (l '_) () • (J ·1 U. O'/ i). ·1 .: f) , 11 I l .. '. ~, J • '/ _;, l_ • fl /.l ~~ • "/ j 1 • 1, '~ /.1, • "/ < I l-1 • li . ', ~) • ( i ( ' ::, • J_ 1:) 11 .• .' l (, i . .;() 1.. Wl l . 1 b L • , .. n ~. Ufl .; • ? :< :~ • 13 ~> --~ . ') i 11 • 1 '.'. It-. J_ ') l. :J (, 0. 7 ') J'J.nu I J:l.6t.- 1.. f.U · 1' l. 1-i-B ' /.06 3. C 1 ! ,: . "/ '/ , '. • I J !_, () • ~) I,. 0. /!~) ' S700HP-FC-7.5 3/4" NPT FEMALE 640-90 "-180" -02-41 (ARC VAIRES · SEE PLAN) 1" NPT FEMALE 634-06 ·34 1"·1.P.S. THREAD· FULL CIRCLE VALVE-IN-HEAD 655-06·56 1 1/2"·1.P.S. THREAD . ADJUSTABLE PART CIRCLE 692·06·90 1 1/2" I.P.S. THREAD GEAR DRIVEN HALF CIRCLE 692-06-92 1 1/2" I.P.S. THREAD GEAR DRIVEN HALF CIRCLE 694-06-92 1 112• IJ>.S. MEAD GEAR DRIVEN FULL CIRCLE 45' 45 65-70 65·70 65·70 80 80 48' 48' 67' 68' 80' 100' 100' 30-35' 45:!: 65' 65' 80' 100' 100' 7.4 9.8 25.5 24 47 74 74 0.6-0.7 1.0 0.6 1.3 1.6 1.6 1.8 SEE DETAIL I SHT 60 SEE DETAIL I SHT 60 SEE DETAIL l,J SHT 60 SEE DETAIL I.J SHT 60 SEE DETAIL 1,J SHT 60 SEE DETAIL l,J SHT 60 :§EE DET~IL l,J SHT 60 SYMBOL. () ;,.. ; --- LEGEND MANUFACTURER Miscellaneous GRISWOLD HARDIE RAIN BIRD MODEL NO.IDESCRIPTION MODEL 2230 PRESSURE REDUCING REMOTE CONTROL REFERENCE VALVE . . , SEE DETAIL MODEL #102 SERIES REMOTE CONmOL VALVE -INSTALL NORMALLY OPEN D/SHT 60 #44LRC QUICK COUPLER -1" · SEE DETAIL H/SHT 60 NELSON #7643 QUICK COUPLER -1" '" (ACME THREAD) ! TOf.10:. ~, ' , . ' .. .NETWORK 8000 S-ATELittE CbNTROLLER IN STAINLESS STEEL VANDAL RESISTENT ENCLOSURE "132-76-08 SEE DETAIL H/SHT so· SEE DETAIL TORO TORO TORO TORO TORO TORO CRISPIN CASH ACME V IRROMETER NIBCO OR EQUAL STOCKHAM TORO CLA·VAL BY OWNER BY OWNER BAILEY WESTERN PUMP- ING SYSTEMS ALERTLINE ALERTLINE JOHNS· MANVILLE BY OWNER APPROVED APPROVED CONTROLLER W/6 PLUG IN MONITOR UNIT ,.132 -76-06 SIB (SENSOR INPUT BOARD) #995-63(SS) .- RAIN GAUGE SENSOR MODEL N0.,995-59. (INSTALL PER MANUFACTURER) TEMPERATURE SENSOR MODEL #995-61 FLOW SENSOR MODEL "995-63 . PRESSURE SENSOR MODEL ,.995-67 NETWORK 8000 WEATHER STATION AIR RELIEF VALVE (0-200 PSI) #UL10·1" OR EQUAL PRESSURE RELIEF VALVE T/SHT 61 SEE DETAIL T/SHT 61 PER MFG. SEE DETAIL M/SHT 61 SEE DETAIL L/SHT 61 SEE DETAIL O.P.O.R.S SHT 81 SEE DETAIL G/SHT 60 SEE DETAIL #F-82·2" INLET -----~ :;:~A~ N,S/SHT ~~ \ SEE DETAIL j -\_ N SHT 61 ) ...... '--._..->-./ SEE DETAIL A/SHT 60 BACKFLOW PREVENTER #825 & #825Y, SIZE ON PLAN GATE VALVES 3" & LESS #T113 GATE VALVES 4" & GREATER TORO NETWORK 8000 MONITOR CONTROL UNIT MODEL +132-76-18 NETWORK 8000 CENTRAL CONTROLLER MODEL .. 198-'39-88 SYSTEM SHALL PROVIDE LAKE LEVEL MONITORING PRESSURE REDUCING VALVE SIZE AS NOTED ON PLAN MO'llEL #90G·05AB DOMESTIC WATER METER RECLAIMED WATER METER SEE DETAIL B/SHT 60 SEE DETAIL C/SHT 60 SEE DETAIL T/SKT 111 SEE DETAIL S/SHT 61 SEE DETAIL C/Sht 60 BASKET STRAINER TYPE 2-8"-150# FLANGED(OR APPROVED EQUAL) .. ,SEE DETAIL Z!SHT 82" BOOSTER PUMP 4" & GREATER CL 200 (RECLAIMED MAIN) GASKET · 0 RING PIPE 36" COVER RECLAIM WATER SYSTEMS ONLY 3" & LESS PVC CLASS 315 RECLAIM WATER SYSTEMS ONLY SOLVENT WELD MAIN-18" COVER 4" & GREATER "0" RING BLUEBELL ' PIPE CL 200 -30" COVER DOMESTIC WATER SYSTEMS ONLY EXISTING SLEEVES (CONTRACTOR SH~LL PACK SAND AROUND . PRESSURE LINES UNDER ALL STREETS) 3" & LESS PVC CL 315 MAIN 18" COVER, SIZE ON PLAN • PAINT LIGHT BLUE, PLACE DOMESTIC WATER SYSTEMS ONLY WARNING TAPE PER CITY STANDARDS PVC CL 200 LATERAL 12" COVER PAINT LIGHT BLUE, PLACE WARN· ING TAPE PER CITY STANDARDS DOMESTIC WATER SYSTEMS ONLY SEE DETAIL U/SHT 62 '. SEE DETAIL X,Y SHT 62 SEE DETAIL X,Y SHT 62 SEE DETAIL AA SHT 62 SEE DETAIL X,Y SHT 62 SEE DETAIL X,Y SHT 62 AV!ARA lEVAIPOTRANSIP~RAT~ON (lET} GRAIPH GOllF COUIRSlE WATIER REQU!IREMIENTS PIPE SIZING NOTES 111111111 ALERTLINE 4• & GREATER CL 200 GASKET •o• RING PIPE • 36" COVER (RECLAIM MAIN.) .. WATER IN THIS MAINLINE IS FROM THE PUMP STATION SEE DETAIL~ Q X,Y SHT 62 IJ' \i) Q(_ INCHES/MONTH e~---------------------------, 5 -. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ;, . . ......................................... . rr ~:r EID D -+- LEGEND EVAPOTRANSPIRA TION HISTORICAL RAINFALL GFIOSS WATER REQUIREMENT HIGH GROSS WAT&R REQUIREMENT MEDIUM bRoss· WATER REQUIREMENT LOW PIPE IS SIZED BY CALL-OUT OR TICK METHOD. SEE BELOW FOR TICK METHOD LEGEND. ALL PRESSURIZED PIPE IS 2" UNLESS OTHERWISE NOTED ON PLAN. TICK METHOD LEGEND , .. . .. OLSON ASSOCIATES 3070 BRISTOL STREET, Sum, 460 (O~A MFSA, CALIFOR~IA 92626 7141641-6654. f:, I 1 /, : • , , wD l::i/ '~- CLARENCE 0. />LSON 3/4" 1' 1 1/4' 1 i12' 2· R.C.E.24952 12/31/89 p ATE ____ EX . D ---·-JOHNS- MANVILLE 4' & GREATER •o• RING BLUEBELL PIPE CL 200 30' COVER WATER IN THIS MAINLINE IS FROM THE PUMP STATION --Potebla--• APPROVED PVC SCH 40 1' DRINKING FOUNTAIN SERVICE LINE CLA-VAL PRESSURE REGULATING VALVE , MODEL +90-01AB SIZE AS NOTED ON PLAN ·/---STATION ADDRESS ~~~::::~ MULTIPLE VALVE (10NNECTION (SHARED SYSTEM ADDRESS) r--,,;, STATION ADDRESS /~·'Z', /0 \/'fl'' SYSTEM FLOW IN GALLONS PER MINUTE -VALVE SIZE AVIARA GOLF cou1:i•;r Pl ANS IRRIGATION SEE DETAIL X,Y $HT 62 LEGEND & GF~·H'•'..,\L NOTES WATEA RE()l!i!H:MFl\rr,, ::=======·· =-·-AP PROVEO. RE. C!\Y t----+--+----------+--t---l---l ;:::=:::::=:::::::::== .. -.......... . f-:D:-:A-::T::-E--t--lN-IT-IA-L--t--------------'-"'--'-' •• -'-,·~•-·_,.,_·_,_,_--<~-+-D-AT-E-l-1--'~·l.:..~l:..·A-L..j ·g~~C)BJ:.,• ___ -~]: ',, ENGINEER OF WORK REVISION DESCRIPTION ~~-CITY APPROVAL ~F_I_E_L_D_B_K_'::::-.::::: .. -.. ' • ______________________ ....a,;;;;=;;;..:.;.~:;,,i._-----------1.;,;;;,.,,Jl..:!.!~::::::.!:!:....1-======·-·· \ ... • ,,c ,'l!!",.'f:M ' ' ' ' i I/fl ' -:\; 10-TREES COASTAL RESOURCE AREA. '. \, f1NSTAUJIRRIGATION HEADS e• ABOVE GR,\DE, ---<11::--- PROPOSl;D COASTA ACCESS TRAIL '4,/g, I" / ', \ !'" ' . ' ' -•~ COASTAL R~SOURCE AREA ,, ··~~ ' ~ f. ~ 7-TAEES ' ' ' ' I l\ '._ \ ' 'l ·, \ r J i f ' } w r , I - mi-10 .. ···~-' ' .,♦ f ' if .,,..,.♦ i /'/ !fl I ',~,\, I I I • ' . I f • • . ' ••♦ . ' . t" ' \, ,._ -\.~ )r---- s"/'.:.. tl _:·_,o ~ '0, ,/,-,,,, . .. ~ ·'' "Y*;" /,'~,' 1 .;F ,._. ·t·'t__ H,' ; / .1 ,boME's~1c wJ.tGri ~e~ft~ ,, ~ . ' . -, , ~ 1 \ f/,f WATEn MIT~;~E~: -;,~;-,-MAXIMUM DEMANO: /f,O GrM \ INQl.,,LJDE. JN,~ •... \ 'tl:,\w, nE~1~ut2 1 ~~'. # CONS~~l;~Et;-;~~: ~ ~i/MO ,,-CONTRAeT.:-',C"",I"!!',"',, .... ,, .. ,~ · • , SOURCE: m MAX. CONSUMPTIVE USE: ~ MG/Yl1 \,I -., ..... -1 ....... ',.,~,I, ;f®,··1' ·./·,, NOTE: RECLAIMED WATER SUPPLY SMALL □E TURNED OFF --1," , , · \ , ,,...,, 'I<"-.., , ,, "t , BY CLOSING ANO LOCKING Tiff CITY'S VALVE +---,--F-,,.f-,.. •, ,\. ....___ 4 AT THE JIECLAIM[D METl~n. ~ . , -~ "'~:~--.,.' • •~•e - . "'~·-" ;,,::;;,.~~,;,;:.~ " " ' : "iVe' •"''• , , 11 ·z~_ ¥- ;,, <a \ ,t/!/f/1' ·:..-"~"' '" '••, / --0 I •~"',c-~,,-----c-~ ---,1.cc,----,-,-----------,,----,,.J, I •' ~i'}.~~~:e~~--=~ -,, . i>"'", --- ~~ '•~ O• L ~\ .y , , \ 1 ·t! \ _ ~~ , :~~-.••·::., .. ::•·=·•~$:~:--~-:~❖~~~:~=-~i:.··:-:: ... :~:: .. · :;.:.~··:-·~L.·..: .. :_-~- ".,i~~PY.,,-4e-•' •~ >oo ,L ~ ," "\ ;:~~;ii11 i;. ~', fi, ~' •••• •••:•:$,~,):$b;*-..:-•tl~•,:~••••~❖J:.-::..-,~--r.--l•,I::•,~ ..... ~. ~:-,~'i:?:,~•j.;.::•~:-:,,,-:,,,.,,, 0 .,, ½ . II ,;~ ""' /: 4.Zf '{ )'" I,~' A/" ~· (,.J(,, 1,18),:~ , ; ./ \ .:-~.,:-~-··-~::"• .,.__ > "Yr,"-~ , r ,,, '"""•---,,.::, '::"--,\,L ::::~:::::::...: ::::::--•·•. '2° 28 '(/!} '"'"'" ~~ ',_.,.-,. ' . -· . ' • . _,r"' ' ' ~-:--.. ~··"· ' .... ,-"" NOTE: THE DESIGN AND INSTALLATION OF THE CUSTOMER LANDSCAPE SPRINKLER IRRIGATION SYSTEM SHALL CONFORM TO "RULES AND REGULATIONS FOR RECLAIMED WATER SERVICES PROVIDED BY THE CITY OF CARLSBAD IN ITS CITY SERVICE AREA" AND SHALL BE APPROVED BY THE CITY OF CARLSBAD. ALL OFFSITE AND CUSTOMER (ON SITE) RECLAIMED WATER SYSTEMS PIPING SHALL BE IDENTIFIED AS RECLAIMED WATER IN ACCORDANCE WITH THE CITY'S "STANDARD DRAWINGS AND SPECIFICATIONS FOR ALL RECLAIMED WATER SYSTEMS." THE POTABLE WATER PIPING SHALL BE IDENTIFIED IN ACCORDANCE WITH THE CITY"S "STANDARD DRAWINGS AND SPECIFICATIONS FOR ALL RECLAIMED WATER SYSTEMS." THE CITY OF CARLSBAD SHALL BE NOTIFIED 24 HOURS PRIOR TO THE START UP ~N~Y,..CQN§:r.Rl.l~TION f.T..(6~11;:!iJiQ~---._,--~•-·-•. ---.-•-,--".£ 1·'·-ALL 'i°REE l3UBBLER SYSTE'-1S AND MOISTURE SENSOR NETWORKS SHOWN , ON THE PLANS HA VE BEEN DELETED FROM THE PROJECT AND ARE NOT A / ', PART OF THIS CONTRACT. , _ . ' ·-PlJ:-il'=•·s1z1NG-N6TES'---" .. --·-·-•··- PIPE IS SIZED BY CALL-OUT OR TICK METHOD. SEE BELOW FOR TICK METHOD LEGEND. ALL PRESSURIZED PIPE IS 2" UNLESS OTHERWISE NOTED ON PLAN. TICK METHOD LEGEND 3/4' 1· 1 1/4~ 1 1,2• 2• IN<'.'REIISE -'?~ 5IZ~ ~ ~5St/.f"£ P'Ae", /,&" 7J,l,9 &APS +--~-=""'Ii~~->-,,,.-,,,..,...~AIA?~P 7b "'~.,,.?E s,,.,,v1.mA/5'1U5Ly' R',.,n 77k: 6/'?mE P~~-c n~. ~ ' t. ' ""'•'"1< · ....,,_-PIPE •zw« FtEVISIONS, _,J • PUBLIC DRINKING FOUNTAIN LOCATION -0 1 There are 2 (two) located in this sevice area Future locallon of Publlc Drinking Fountains from Potable Water source. Landscape Irrigation within a ~ & /ce' radius of the fountains are serviced from Domestic Water Meter #112. Contractor shall protect all areas within this zone from contact with reclaimed water, whether by windblown spray or by direct application through landscape Irrigation. FEET I 0 -· 40 {jfj I 80 ENGINEER OF WORK I 160 I 240 ' OLSON ASSOCIATES •1/YJJ/f . 3070 ~Rl"1DL STRTIITT, iurn 460 ~ ':/~·, CosrA MESA, c.~ur-oRN1A 92626 I/ 711/6'1 ,6654. :2/ch,/6ff/ ' fj)_~ DATE R.C.E. 2495:0 12/31/89 EXP.DATE ~-'-C..r--f"----'c,-'-~"-v-"~-=L~::.c·:;-=--=c:..:.:H~:.;;::.::·:'---_--J6 _0"("_ 0 _,../_"='-jl--+----+-~ ~g C I TY O F CAR LS BAD , ~ ENGi NEE RING OE PAR TM ENT SHEETS 108 " ,~/ • ,c;;:;,;.;;;~~:;'.;~*;;:,l;w,,~l•,::;%',l;:::;".',.❖;$:C;::'.;~~ii'ii O ,, • ······••11---+---t------------------+--+----t----l , \ ••❖.•{:~~ •• ;%•:$.};•$:~~•:•:~~;·• ... ❖ •• ::-· ... ~~•:~:::~%Y.~~-.· .... ::~•·•-'•~s ... :.-:••··· ~ -.,:°,'$,,, •,',• ......... ,-,•l,-,;1,~•❖J''{fj-~•'•b';."•:• • • ::====-=:::A VJ==AR=A:::::::GO:::;::L=F=· COUR;:;:::~S:::E:::PLA;;:::;::;;NS;::::~==~ , IRRIGATION PLAN ,._,, ~-~ _,,,,.,, ••••••••••••••••••• PROPOSED COASTAL AC AIL \ '' . ·~·9i·*·-':::.:~~~·/:.:: .. ·.•.•· , __ , /_ ___ ,,. ... """""'· '' . .--..r, ••• ..... , .. .. ; / i i GOLF COURSE HOLES 1, 2, 8 GRN, 9, & Ra'nge' t----tf----t----------------1--~--~-~ 1-AR_EP_,P_R_o_v_E_o_: ________ _ , CITY ENGINEER DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION SHT DATE 'f----'----i NO, INITIAL OWN 8Y•~---I CHI< 0, 8Y ____ , Fl ELD l!lk, l>ROJE CT NO. CITY APPROVAL DRAWING NO. C,03~5L -~ ', ,15,TFIEES If. • -- /'' 4-TREifu ' "' . UJ • a: '<.,, "' . "' )< ~.· 0 I ';; ~ "' ~ ;i1g,,,,!g!g,, *I,: ~ \ ~(0' ,. N ,( ~ ~-~ "' ' UJ a: t : 11 ~ ),: ,,,, UJ I'~ 1 I-• > ·~. 01 ,., ' ' LAKE #3 " • • . sz /ilih ~ '-/BfiiI/\ \C.I ;\ • -- \" .?,B@'/1· ?Z -""-----t---'"'-,,-'-t-/" ,,. h I/ .?I .;.;.~ 3-TAEES ~,./ 21 se:e s,n-. ~ 7. !'OIi: LAKE f'W.15 \ d \ ~ ~L . ·,.'.I ca I t " a: . '6 d) '& -i 'di "-' '6 \ "· 0-TREE • ' , \.',: ' ' ' .·,.t . , •' ,.,_,1 00,,·, &d,1' ~,,¢1)1/~'if'¾:4'Wi''l'f' .,..,. ' ' ,,, ' ., '_, , , I. 51 lJ;f <( ' ...J a. ' C/) \ I 'I l ,01 ,_ ' .:r (!} ' jjj .:r ; .;t a: ' ,_ CJ) IJJ ~ l I I I \ .2 1,TAEE G,1rt, K4LV<= 6//4t-L Abn,;v,v aoseo .Ou~Al(j f/oRl?74l 0.4,,8,/,,t:W-5 · rl .. I" 8-TREES . I ~ -~I ' I , ,.~ !" ' . e'i , ......... ·r.e ~ I /J I _, ~ ., 6 <> , - 2a C 4-o 3!1 • NOTE: PIPE SIZING NOTES • t. PIPE IS SIZED BY CALL-OUT O.R TICK METHOD. SEE BELOW FOR TICK METHOD LEGEND. ALL PRESSURIZED PIPE IS 2• UNLESS OTHERWISE NOTED ON PLAN. TICK METHOD LEGEND 3/4' 1· 1 1/4" 1 112· 2· ll<ICRc4'5e' ,,qpe,ssVRIZFP PIPE 5/EE Wllt:N' z /1£'"1os A;rc ~'""',..,,.,,,,,.,,~ -m 0/15?An!: ,S1,.,,t,1tPM/,£J/,/SLY _,,,._ af: ~e PA'e'66VR-" /PRF. THE DESIGr<l AND INSTALLATION OF THE CUSTOMER LANDSCAPE SPRINKLER IRRIGATION SYSTEM SHALL CONFORM TO "RULES AND REGULATIONS FOR RECLAIMED WATER SERVICES PROVIDED BY THE CITY OF CARLSBAD IN ITS CITY SERVICE AREA" AND SHALL BE APPROVED DY THE CITY OF CARLSBAD. ALL OFFSITE AND CUSTOMER (ON SITE) RECLAIMED WATER SYSTEMS PIPING SHALL BE IDENTIFIED AS RECLAIMED WATER IN ACCORDANCE WITH THE CITY'S "STANDARD DRAWINGS AND SPECIFICATIONS FOR ALL RECLAIMED WATER SYSTEMS." THE POTABLE WATER PIPING SHALL BE IDENTIFIED IN ACCORDANCE WITH THE CITY'S "STANDARD DRAWINGS AND SPECIFICATIONS FOR ALL RECLAIMED WATER SYSTEMS." THE CITY OF CARLSBAD SHALL BE NOTIFIED 24 HOURS PRIOR TO THE START UP Oj:MY ~R~ ~!9l 438.:_5~---.,--....._,.--.i. ,,... , . " / ALL TREE BUBBLER SYSTEMS AND MOISTURE SENSOR NETWORK~SHOWN ON THE PLANS HAVE BEEN DELETED FROM THE PROJECT AND ARE NOT A PART OF THIS CONTRACT. '----"'---·-, ~~----------------.,-- THERE ARE NO DRINKING FOUNTAINS OR OTHER PUBLIC FACILITIES IN THIS SERVICE AREA. I AVIARA • I ENGINEER OF WORK I .... (jti) ·••ll"·"'-, ~✓••',.,. -~,;,-•,,,I OLSON ASS0C!/\TES Jjli . ) ' , ..., ' : \ -. .~µ -• --J()7:) !IIU',1(1!_ '.ill/ITT, ~)',111"!' •tW ('(1';1',\ M1";1\, C/d_l['()llNlA l/"}(,-:1(, [2fc.bve8 SCALE {;~,, •. £ 52"1 1 ! i(.,~: . • 1/ FEET I I F I ,-., ,,", I &/Jo1,jgff/ , . -~"" •-;;,::, 160 lii\t'~-~• 0 40 88 CLARENCE 0. OLS N DATE ·, -------4 R.C.Ec. 24952 12/31/89 EXP. DATE 1 i "}/,~/ff, JI(, r--1 /1\ P~ v l• c:1 E::--r ~'ti: vv<-"1 10,..J-6 ~ CITY OF CARLSBAD 0 [lljG IN EE R1NG DEPARTMENT i A VIARA GOLF COURSE PLANS IRRIGATION PLAN I J 24(} SHEETS f08 GOLF COURSE HOLES 2 GRN, 3, 4, 7 GRN & 8 1:: PROVED. -~ Cl TY ENGINEER DATE DWN BY -·- I PROJECT NO i DRAWING NO. DATE INITIAl DATE INITIAL CHKD BY iC) 3' · 5 L REVISION DESCRIPTION SHT F'IELD BK. NO --ENGINEER Of' WORK CITY APPROVAL I .. l \ ' \ \ \ ~~b = r13-TFIEES COASTAL RESOURCE AREA ;, /4' \ " - .· i-;;;;;;:~~_:_/--~--:::~-=Z.:...f~(!., '1 lf1 b ~ '' CQASTAL FIESOUFICE ARE . . -TREES &•TREES i-\---=;fe)--~ -',c;_..;1- 25-TFIEES I X I X 7-TREES J1 • • ' ••• .. / -/- ' ' COAST~ RESOUFIC~ AFIEA . ' OVRl,tq ~~m,i .:1/V'rr77c?N'.5. MATCH LINE -SEE SHEET \. 50 --PIPE SIZING REVISIONS W·.B 3b I" / / / l , 39 ' COASTAL RESOURCE AREA PIPE SIZING REVISIONS 8 -TFIEES \ j ,,,sc e ·Vs• ; ,,,/· \' ·•Pf '-" t,1,'¢ '· 11°AW) M1'C, ",%;;/~ I C¾,\s \>'WU',;, ''S1s' '· '.''tp '' 1';'i:"'o,J, """\'\ 'il ' ' :V DOMESTIC/POT ABLE WATER SERV,ICE Yili_Ifll Ml;TEF! II: '·" SIZE: IP MAXIMUM DEM/IND: ELEVATION: "1filE_ RESIDUAL PSI: , i9'i1 AREA SERVED: CONSUMPTIVE USE: ~ GPM AC MG/MO MG/YR NOTE: SOURCE: oant:; . MAX. CONSUMPTIVE USE: RECL<\IMED WATER SUPPLY SH/Ill BE TURNED OFF BY CLOSING AND LOCKING THE CITY,'.S 1/,/ll\1£ ·· , · ·, /IT THE RECL<\IMED METER. Y;IATER METEfj 1/: SIZE: h1 MAXIMUM DEMAND: /C(XJ GPM ELEVATION: "lJ!i!L AREA SERVED: ~ AC RESIDUAL PSI: , CONSUMPTIVE USE: MG/MO SOURCE: ~ MAX. CONSUMPTIVE USE: MG/YR NOTE: RECL<\IMED WATER SUPPLY SH/Ill BE TURNED OFF BY CLOSING AND LOCKING THE CITY'S VALVE AT THE RECLAIMED METER. NOTE: THE. D£SIGN AND INSTALLATION OF THE CUSTOMER LANDSCAPE SPRINKLER IRRIGATION SYSTEM SHALL CONFORM TO "l;IULES AND REGULATIONS FOR RECLAIMED WATER SERVICES PROVIDED BY THE CITY OF CARLSBAD IN ITS CITY SERVICE AREA" AND SHALL BE APPROVED BY THE CITY OF CARLSBAD. 0,1' ~''/ . /"--._ All OFFSITE AND CUSTOMER (ON SITE) RECLAIMED WATER SYSTEMS PIPING SHALL BE IDENTIFIED AS RECLAIMED WATER IN ACCORDANCE WITH THE CITY'S "STANDARD DRAWINGS AND SPECIFICATIONS FOR All RECLAIMED WATER SYSTEMS." ' : ' ' ·, ' ' ' THE POTABLE WATER PIPING SHALL BE IDENTIFIED IN ACCORDANCE WITH THE CITY'S "STANDARD DRAWINGS AND SPECIFICATIONS FOR ALL AECLAIMED WATER SYSTEMS.'' THE CITY OF CARLSBAD SHALL BE NOTIFIED 24 HOURS PRIOR TO THE START UP OF.~N: _ CONS,-~.UC!:?.N _A!. (6;?.~_4,~8:5~~4:. ,,---.. _ ,.--_ ,. __ . _ ., ...... -/J::,. ,,.: ALL TREE BUBBLER SYSTEMS AND MOISTURE SENSOR NETWORKS SHOWN \ ON THE PLANS HAVE BEEN DELETED FROM THE PROJECT AND ARE NOT A .. , PART OF THIS CONTRACT. •,\ "'"~•-~• • ~•-'-•~w-~--,'>.. _, - PUBLIC DRINKING FOUNTAIN LOCATION-@ There is 1 (one) located in this sevice area Future location of Public Drinking Fountain from, Potable Water eource. Landscape Irrigation within a ~ radius .9f the fountain is serviced from Domestic Water Meter # 2-. Contractor shall protect all areas within this zone from contact with reclaimed water, whether by windblown spray or by direct application through landscape irrigation. PIPE SIZING NOTES PIPE IS SIZED BY CALL-OUT OR TICK METHOD. SEE BELOW FOR TICK METHOD LEGEND. All PRESSURIZED PIPE IS 2• UNLESS OTHERWISE NOTED ON PLAN. TICK METHOD LEGEND 3;4• 1· 1 1/4' 1 1,2· 2· INClfeASI: f'lf'!; ~/Ze -~~c/,f'/ZEO l?R!: JP 'TWO /lc'APS ARe ,PRCtJRl1m'd!'@ 7o cY/Sf//lc :51Jn?'L7.2i,(£oU5LY rR<1P1 1M=' St/,?;: ~R6 fl,'¥'_ AVIARA • ENGINEER OF WORK (5~ OLS0;\J ASSOCIATES ~~·o,:-i-,,.. N':r':11, C'\1.1r(WNIA ()2(,Y, SCALE 71•1 /(i·ll "6({>1:. FEET ~--t ·-+-L 0 40 80 1 13 0 R.C.L 24852 12/31/83 [XP. DATE ~&-l-~~~ts1'.1t;~3t8j, 1~~-~ ,~;'.-1'#--~e~~-r~L~i?~-\::'~· v~-~v::"'.c..=-:!-...,-::1:";0 :';"'~0:::...·· -:--,+--t---i~ I C I TY O F CAR LS BAD . ~~~ __ c____,=,K1FICAT10N.!> I « --· · ~NGIN EE RING DEPA R T Ill ENT T~';;!SOURCE AVIARA GOLF COURSE PLANS ""--. IRRIGATION PLAN 'GOLF COURSE HOLES 4 GAN, 5, 6 & 7 . . ' • 1APPROVED • '' j 240 SHEET5j f08 •' . -....-~'.'-, i----1--+----------+--+---l-----l I -. , --~----------- 1 Rf'' ' CITY ENGINf:ER DATE ~',.,\i\ I G~\ • " ,, , . .;•~ I t---i----t-------------------+--+---+----l I OWN BY -.. ·.·-.11 PROJECT N 0 DATE INITIAL SI-fl DATE INITIAL I CHKO BY---------- ENGINEtR a, wORK REVISION DESCRIPTION •o t--c-,T-Y_A_P,_PR_o_v-,-, _. I FIELD BK -. - DRAWING NO 9 03 -5 L \ ' ',; \ \ \ \ ! o' (Iii ' i\ in. I I ,, 0 I ~ ·:.I" ·,_ .;l, l , . • .-.-.I,,.. -~~-~ '::, . . "' ' . ·, :Jo /~ ~ "'~ ➔- I •~ .. """'""'"' ---~ ' ••·•;;~e:'" t-~ . "'-' COASTAL RESOURCPAREA , -...._,....;-,:s~~X:j---..._,;-._;;;·;;c ~-:i,_,,= 1/~ •' .. , 1;/ • ''\'~ . t· "" ~<I... 'r-tr.~ ........ __ • ---~~.. ):•, -_, " ;.,-i1 ' '!!"'--·•---:. ~ J 'A= ~~--~~~ ~ ~ l if~,, :,;l_:, • I --=,. ')' '.J"' I' ; i .,.. .'q!,_-. ... ::'.:it----i / ....-"1 o \ .. "o. ',,;7A -\t -"'"'/1,y,' """; --... """"~-,, '·1·'1,/ -"' -.. ~········ .. ~~ ' •~.t"""~rro: ,. '" ~:i}At: JI.IH-;,, '"-:. .,, fli' ' !" -~.u...\...-'•, I. l'.f1 1/, ,/ , l\,,. '-~e 5Nr41 Ait'LAxe~,;s ., , <zt· ,LAKE ,,.11 • 17 • ',,';;;. ' ""'' ", ~~" ........... --··· ' ·:-:...11r-.,.,-. -..-.-1 -~"--· . NOTE: THE DESIGN AND INSTALU>.TION OF THE CUSTOMER LANDSCAPE SPRINKLER IRRIGATION SYSTEM SHALL CONFORM TO "RULES AND REGULATIONS FOR RECLAIMED WATER SERVICES PROVIDED BY THE CITY OF CARLSBAD IN ITS CITY SERVICE AREA' AND SHALL BE APPROVED BY THE CITY OF CARLSBAD. ALL OFFSITE AND CUSTOMER (ON SITE) RECLAIMED WATER SYSTEMS PIPING SHALL BE IDENTIFIED AS RECLAIMED WATER IN ACCORDANCE WITH THE CITY'S "STANQARD DRAWINGS AND SPECIFICATIONS FOR ALL RECLAIMED WATER SYSTEMS.' . -.. 1'HE POTABLE WATER PIPING SHALL BE IDENTIFIED IN ACCORDANCE WITH THE CITY'S "STANDARD DRAWINGS AND SPECIFICATIONS FOR ALL RECLAIMED WATER SYSTEMS." ,, 'Af 4Z ,-<'"' ,(.1 ,•J, 41 JO ,. \ .LAKE #10. ~TER METER #: /J SIZE: ~I ELEVATION: O RESIDUAL PSI: SOURCE: MAXIMUM DEllliANb: ii GPM · AREA SERVED, AC •. CONSUMPTIVE USE: , . , MG/MO · MAX. CONSUMPTIVE USE: MG/YR . ' NOTE: RECLAIMED WATER SUPPLY SHALL BE TURNED OFF BY CLOSING AND LOCKING THE CITY'S VALVE AT THE RECLAIMED METER. E 'AT R S RVICE WATER METER #: 'Jf , - SIZE: ~ ELEVATION: MAXIMUM DEMAND: '~ GPM AREA SERVED: RESIDUAL PSI: CONSUMPTIVE USE: NOTE: SOURCE: ,e MAX, CONSUMPTIVE USE: RECLAIMED WATER SUPPLY SHALL BE TURNED OFF BY CLOSING ANO LOCKING THE CITY'S VALVE AT THE RECLAIMED METER. AC MG/MO MG/YR THE CITY OF CARLSBAD SHALL BE NOTIFIED 24 HOURS PRIOR TO THE START UP OF ANY CONSTRUCTION AT (619) 438-5604, • ALL TREE BUBBLER SYSTEMS AND MOISTURE SENSOR NETWORKS SHOWN . ON THE PLANS HAVE BEEN DELETED FROM THE PROJECT AND ARE NOT A' PART OF THIS CONTRACT. SCALE FEET THERE ARE NO DRINKING FOUNTAINS OR OTHER PUBLIC FACILITIES IN THIS SERVICE AREA. PIPE SIZING NOTES PIPE IS SIZED BY CALL-OUT OR TICK METHOD.· SEE BELOW FOR TICK METHOD LEGEND. ALL · PRESSURIZED PIPE IS 2• UNLESS OTHERWISE NOTED ON PLAN. TICK METHOD LEGEND 3/4" 1· 1 1/4° 1 112· 2• /AICR01t5c P-«~'!SVl?/Z@ ~ff ~ze II"' JWtJ /k!A[)5 4Kc P,f',;>qR-4"'1""'127 T.:> ~,4-n! 5t ll'Wl r,,,,,1/EC:L/Sl y r'R.:>/?J ~ 511"'1t'3' ,0>,c:,;S¼re" /?;E' AVIARA ENGINEER OF WORK R.C.E. 24952 OLSON ASSOCIATES JC:-0 BR15TOL 57REET, SL·rrc 460 Co5TA ~!ES.\, C.HIFOil.\;IA 9:6~6 DATE 12/31/B9 EXP. DATE -:Jl ~~}'(~~"\-=,-•. ,., ... \ "' ' ' , ~ "'l't _,o' ~ " µ/,4'fr ·~ t.J~ (,-/C,, ?,18) , " ' ',, • y ~ • ' ' ' ·' : '/! ' ' . . , ~tl· .. \ ,, \ DA.TE INITIAL \ l 2 ,,,,_-·PROPOSED COASTAL ACCESS TRAIL ' \COASTI\L: 'SOUR -~~"-, >, ! ' \ , , ., 'c'. ,;;· ') ............. 4-~, \ • \, • . ' r·~~, • • • • • a:: ' \' 0 t~ ' ~· i.h-l~~ ' . , ' " ' ' • ' f '4" ..~-I~ '~· '..:,/;~, ,,' ilf'_/ ,f;Utl)RJ: rtto_C.,.,,,,,.~ I!:< .... @ ffiUi ·?/•" , -,,,,-•~ ,,, ✓ ,_fli'fUAE PO i , /r """"°"'"' --·~ """'¾ , '\ ~. . , I / ,,,., ) ·-"' I r . ""'' ' • ,. '( \ .\ ENGi NEER OF WORK REVISIOt\_ DESCRIPTION SHT NO DA TE INITIAL CITY APPROVAL '' \ , COASTAL' lie, SOURCE AREA • ' .. .,, - 21. 1.AKE + 14 ,-,@ ~ ,.✓ f ' 'COASTAL RESOURCE AREA' • ,, '., i;, '% ,, ' "-'~,..~ . ~-. "-~-~, --~~ \ ~ ,;,f. . ' \ 'l>,, .., ,. - 20 30 \ ' ' ' -... ,. • ·, i l ' z.ri 2 57·8 r ,.· l ,_, f/lP=' ,. - - ZCI 18' I" LAKE+ 14 PUBLIC DRINKING FOUNTAIN LOCATION There is 1 (one) located in this sevice area .. RECLAIMED WATER SERVICE WATER METER #: _,__,/ -f-- SIZE: &,1 MAXI MUM DEMAND: / t.c() GPM ELEVATION: ~ AREA SERVED: ~ AC RESIDUAL PSI: ~ _ CONSUMPTIVE USE: , MG/MO SOURCE: ~0 MAX. CONSUMPTIVE USE: _ MG/YR NOTE: RECLAIMED WATER SUPPLY SHALL BE TURNED OFF BY CLOSING AND LOCKING THE CITY'S VALVE AT THE RECLAIMED METER. DOMESTIC/POT ABLE WATER SERVICE WAlER METER It: SIZE: -/&' MAXIMUM DEMAND: hco GPM RESIDUAL PSI: ,1,h-,..,,_ CONSUMPTIVE USE: MG/MO ELEVATION: AREA SERVED: ~ AC SOURCE: ~ MAX. CONSUMPTIVE USE: MG/YR NOTE: RECLAIMED WATER SUPPLY SHALL BE TURNED OFF BY CLOSING AND LOCKING THE CITY'S VALVE AT THE RECLAIMED METER. ll ~ ' .. ' ,,1 .\ a •COASTAL RESOURCE AREA -+..!.Ll➔..c....:::...... ..e~~:!,i'.Ji:.., . . .. ., "' . -I I '49 'tJ LAKE,,,. 12 . COASTAL RESOURCE AREA • ' ' ' ·, -----' ' ~ \--y Future location of Public Drinking Fountain from Potable Water eource. Landscape Irrigation within a ~ radius of the fountain la serviced from Domestic Water Meter # ....12__ Contractor shall protect all areas within this zone from contact with reclaimed water, whether by windblown spray or by direct application throu11h landscape Irrigation. ' 2B / .. . ' _,,. ~ • --".!-,~~::::~"~'' ,er;:_.'!:~-:;;-~c~~~1.,:j,rA -.,,-,--.,. lo"+'.,,..._.,,,, ___ .:. I • --~_,r O ~ ~,.-c., _....-a-- ,,,., 6.,,., ;,✓• ~ I ... ,,.,,, m .=~--~-¥ -----e..r ___ COASTAL RESOURCE "REA ~ ....... 3 REES li .39 PIPE SIZING REVISIONS -'I . 1 .52 41 J NOTE: . I ~ ~ COASTAL RESOURCE AREA • /4 . ~~ •• •• •• • ~@ ......... . • •• •• --. ---------------.,,,..---:r I THE DESIGN AND INSTALLATION OF THE CUSTOMER LANDSCAPE SPRINKLER IRRIGATION SYSTEM SH/ILL CONFORM TO "RULES AND REGULATIONS FOR RECLAIMED WATER SERVICES PROVIDED BY THE CITY OF CARLSBAD IN ITS CITY SERVICE AREA" AND SHALL 13E APPROVED 13Y THE CITY OF CARLSBAD. ALL OFFSITE AND CUSTOMER (ON SITE) RECLAIMED WATER SYSTEMS PIPING SHALL BE IDENTIFIED AS RECLAIMED WATER IN ACCORDANCE WITH THE CITY'S "STANDARD DRAWINGS AND SPECIFICATIONS FOR ALL RECLAIMED WATER SYSTEMS." THE POTABLE WATER PIPING SHALL BE IDENTIFIED IN ACCORDANCE WITH THE CITY'S "STANDARD DRAWINGS AND SPECIFICATIONS FOR ALL RECLAIMED WATER SYSTEMS." THE CITY OF CARLSBAD SHALL BE NOTIFIED 24 HOURS PRIOR TO THE START UP // ' 7-TREES SCALE P!PE SIZING NOTES PIPE IS SIZ--E1Y.BY CALL-OUT OR TICK·t1ETHOD. SEE BELOW FOR TICK METHOD LEGEND. ALL PRESSURIZED PIPE IS 2" UNLESS OTHERWISE NOTED ON PLAN. TICK METHOD LEGEND • 3;4• 1· 1 1 /4' 1 1,2· INC.R€4SE Pl/>t! SIU ,,,.t?R P!Pc5SUR/2EOP~ IF n,/c, H5<'o5 ,,;<~ Al'.::>¢,rR~P 7cJ cJ~ S,m~,v,_, ,,,,-,_.,,,,_ FEET ~1--+--+---~f-----; 0 40 80 160 240 25 ,-,.9F ... ~'.')'.-=~~:t:Bl,19TJ.0~ :'°'TJ~}~l.~3_8:~6?_'.1.•-, ... ---·-,· -----.....: ·· -··-~ --··· --.,· ··· -,-& i' ' ALL TREE BUBBLER SYSTEMS AND MOISTURE SENSOR NETWORKS SHOWN \, .. ~~R\Hg:~~~ ~tJfR~i"'=r~ D':L~~-~ FROM __ T~E PRO~:~~ A_ND __ ~RE NOT A_ _ · AVIARA j:NGINEER OF WORK OLSON ASSOCIATES 30i'O BRl5TOL SrRHT, ScrrE 460 Cosr.-1. ME5.\, C.-.uFOR.'iu 926::!6 7W6-U-663-I. ilc~ · DATE CLARENCE. 0. OLSON R.C.E. 24952 12/31/89 EXP. DATE .. IRRIGATION PLAN GOLF COURSE HOLES 12, 13, 14, 15 & 16 t---,1---1----------------+--+---+--·"_·· -I ·r-:-:-P_R_o_v_E_O_. __ C_I_T_Y __ E_N_G_I N_t_E_R_ DWN !)y ____ _ PROJECT DRAWING NO. (;HKO IIY · FJELD IIK-, ---DATE INITIAL ENGINEEA OF WORK REVISION DESCRIPTION SHT J--D_A_TE__._1N_1_T1A_L-I NO 4=1TY APPROVAL 903 -5 L \ , f1lt Green to 2nd Tee 'Cs ,,,.,,,,, ·,,, ···,¾ .. ·. /~ ·X . &• 1W 'Jy ' ;t ' P.O.C. SEE SHEET 52 ..•. ·~·-~~-·· ...• ~ ~~-~--·-· ~ ,. •:;:;:?;,_,,,,: :~!/ ,-,, ,,, •: .. _ •', ·v,~,0 , :•<s,~ > ... X. .. • ... .. ?< • 34 . j l GENERAL NOTE: IRRIGATION CONTRACTOR 18 RESPONSIBLE-FOR--P-ROVIDINQ ALL SLEEVES UNDER PNEMENT AND THRU 'MLLB ON THI~ SHEET. SEE DETAIL 'AA' SHEET "'2.. FOR SLEEVE SCHEDULE. CONTRACTOR WILL COORDINATE SLEEVINQ WITH CONqRETE AND MASONRY CONTRACTORS. ALL POC'S (POINTS OF CONNECTION) THIS SHEET ARE AT 2" GATE "'LYES SHOWN O~ SHEETS LISTED• ALL LOCATIONS ARE. SCHEMATIC AND SHALL BE VERIFIED IN THE FIELD. 6th Green to 7th Tee SCALE: 1•: 40'00" OW -'>·••-'•~rn-»,-;. rn ,, , """"O ••••.;"•~•••{,,_,, ,. , •• J. •• P.O.c: SEE SHEET 51__.-, ,,__.'..H_ ~ " I ..-•.,n...--, . " <i;"'"•>~ ., _ _, \ LP.O.C. SEE. SHEET 51 \ .. \ \ 11th Green to 12th Tee 16th Green to 17th Tee ENGINEER OF WORK SCA.Le: 1• s 40'0<> AVIARA OLSON ASSOCIATES 3070 BRISTOi. STRFfT. Sum; 460 COSTA MESA, CAUFORNIA 9~626 714/Ml-6654 i'I v4¥ft31 DATE R.C.E. 24952 12/31/89 EXP. DATE J 9ttt Green to Tee ON HOLD PENDING FINAL DESIGN CHANGES f 17th Green to 18th Tee \ 27. "'o•~,S •·--··•• ,,_Yo/" 1---+---+----------------t----+---r---, DATE INITIAL EHGINFER OF WORK REVISION DESCRIPTION SHT NO CATE INITIAL CITY APPROVAL DUPLICATE MYLAR ORIGINALS AT OLSON ASSOCIATES PIPE SIZING No-rES (TYPICAL THIS SHEET) PIP[ IS Sl/l"D OY CALL-OUT Ofl TICK M[THOD. S[E ll[LOW FOH TICI< lv\[THOD l[GCND. ALL i'FH'f,SUllll[O Pll'l IS 2" UNL[SS OHl[RYIISC NOT[0 ON PLAN. TICK METHOD LEGEND :J/4" 1· I 1/4" ,;% 1 112· //,✓, ~· L FEET~, -+---1---~17-=--=--=--=---~ 0 20 40 80 1 60 1:;PROVEO OWN.BY, CHl<O BY. FIELD 8K, AVIARA GOLF COURSE PLANS 'IRRIGATION PLAN SITE S,PECIFIC DETAILS CITY ENGINEER OATf; I PROJECT NO 11 DRAWING NO. 903-5 L • ' ' I I '\ ,. COMPUTER CENTRAL COMMUNICATIONS/WEATHER 8T.?.TION ROUTE AND CONNECT ARMORED 8JGNAL CABLEO FROl,t CENTR ... L OURGE PROTECTION UNIT IOPUI TO FIELD 8ATELLITEO, CABLE MUST Bl, INSTALLED TO PROVIDE A COMPLETE COMMUNICATION6 LOOP RETURNING UNINTERRUPTED TO BPU, FIELD BATELLITES CAN DE IN51ALLEO AT ANY LOCATION WITHIN THE LOOP. OEE PROJECT SPECIFICATION6 AND MANUFACTURfRD RfCOMMENDATIOND PRIOR TO INSTALLING THE NETWORK. COMMUNICATIONS 6HALL BE THRU (21 TWO 6EPIIRI\TE DEDICATED LOOPB, LOOP ,11..w; • WILL ACCOMMODATE BATELLITEB 8 THRU 41. LOOP fTWO -WILL ACCOM~IODI\TE OATELLITEO c & 42 n1Ru 72. FUTURE CLUHOUOE IIITE I 1 TI-IRU 7, (NOTE, CONTRACTOR tlHALL CONNECT 6ATELLITll8 ii 1 I ii 72 TEMPORARILY , IN CONDUIT ON GRADE 60UTH OF FUTURE CLUBHOUSE BITE. BECURE CONDUIT TO GRAD-I! WITH #4 B ... R • 15'0,C., GRADE BTi'IKE, FLAG I PROTECT DURING CONSTRUCTION, THIS CABLE WILL BE REROUTED THRU CLUBHOUSE BITE TO ACCOMMODATE ADDITIONAL SATELLITES IN FUTURE, WEATHER STATION WILL BE LOCATED ON BITE DY ENGINEER OF CONTRACTOR WILL ALLOW FOR 2000 L.F. OF COMMUNICATIONO CABLE IN BID, WORK, FIELD IRROUETER LOCATIONS ARE APPROXIMATE a WILL BE LOCATED IN THE FIELD BY THE ENGINEER OF WORK. FIELD IRROMETERO WILL BE CONNECTED TO THE CLOSEOT IRROMETER i'IDDREOO MODULE (1AM), BEE BPECIFICATIONB AND MANUFACTURERS RECOMMENDATIONO FOR FURTHER REQUIREMENTS. COMMUNICATIONS CABLE BETWEEN 1AM WILL BE THROUGH TWO SEPARATE DEDICATED LOOPS, LOOP# ONE WILL ACCOMODATE IAM'S A-K. LOOP# TWO WILL ACCOMODATE JAM"S L-V. 'THIS SHEET FOR SYSTEMS STATIONING & SENSOR NETWORK ONLY. BACKGROUND INFORMATION IS SCHEMATIC ONLY & FOR VALVE/SENSOR LOCATION REFERENCE ONLY, REFER TO SHEET £!_ FOR EXACT SYSTEMS INSTALLATION REQUIREMENTS. AVIARA SCALE FEET 1~--1---1---------1--------1 0 40 80 160 240 I ENGINEER OF woruZl OLSON ASSOCIATES, CMWD 89-301 SEE SHEET 57, ( NORM ALL y OPEN D DURING IRRIGATION) 1, ~~--...... ,,m,~~-,---•-~"·"I~ PJ,.,J::flJEJlQll A. Vaull lnlorlor Tompomture B. Berore FIiier al Pump Dlscha,ge Prnss1,1ro C, Arlor Pliler nl Vault Olscharge Prossmo D. V.:iull D1$ch;;i.tglit Flow E. OuUGI Slz'UOlure 01.1Uol Slrncturo Flow -..... THIS SHEET FOR SYSTEMS STATIONING & SENSOR NETWORI( ONLY. BACKGROUND INFORMATION IS ·scHEMATIC ONLY & FOR VALVE/SENSOR LOCATION REFERENCE ONLY. REFER TO SHEET ft FOR EXACT SYSTEMS INSTALLATION REQUIREMENTS. NETWORK ADDRESS SATELLITE: (SIB)# Temp ULIIV-1133S 33 33 32 32 PDI/LC-IIJJS 33 FDIIUJ-11335 (IRRIGATION CONTRJ\CTOR SHALL COORDINATE ALL CONNECTIONS WITH LAKE CONlfli\CTOA PRIOR TO START TO wonK) SEE SHEET 47 FOR PUMP SYSTEM SAFETI' CIRCUIT NOTES CONNE.CT TO SATELLITE #:l3, AVIARA ENGINEER OF WORK <11 OLSON ASSOCIATES Jff/0 Bm~Tn1. STREFr, Surrn ~W Cni;-1i\ Mr'-iA, C1..urn1tN!A IJ~(1?G 7141(14 [-(,65'1. g~ DATE 12/31193 EXP. DATE , ... ,i ~iilH.SS1a .. ...... /-- .,~ ... , ..,., ""' SCALE FEET I 0 0~ 40 80 160 \ J V D.9~1 A"'~vuc. 7':lt"JV,_~ t~=➔===t===-===============±=±===t==1l ;=====·:'..=I ~C~I T7;Y~O~F~C~A~R~L~S::::B==A==D=::::SH=E=ET~S I ENGIN[[RiNO DEPARTMENT 108· AVIARA GOLF COt.RSE PLANS IRRIGATION ST A TIONING - SENSOR-NETWORK PLAN. GOLF,COURSE_HOLES 2 GAN, 3, 4, 7 GAN & 8 CITY ENGINEER DATE l DATE INt'tlAL ENGINEEFC o,-W0RIC; REVISION DESCRIPTION SHT. f--D_A_f_E _,__IN_lf_lA_l--1 NO. CITV APPROVAL I PROJECT NO 11 DRAWING NO. I i..,61 ·~ CMWD 89-301 MATCH LINE -SEE SHEET 5b '.01;,e ,,,, ., NOTE, --FLOW ll PRESSURE SENSORS AT PUMP VAULT DISCHARGE SERVING METER _-:!_ SHALL BE CONNECTED TO MONITOR CONTROL UNIT ONE. SEE SHEET 51 FOR EXACT POINT OF CONNECTiON SIZING. NOTE, FLOW ll,lRESSURE SENSORS AT PUMP VAULT DISCHARGE SERVING METER 4/!-,. SHALL BE CONNECTED TO MONITOR CONTROL UNIT ONE. SEE SHEET 51 FOR EXACT POINT OF CONNECTION SIZING. ~--NOTE (POINT OF CONNECTION SENSORS)e Connect Flow & PresSL1re ~nsots to S.nlelliLe (S01,sor I~ Board) II _it?.-Address; _ Motor tt +-FS S -. ~ Meter II. P £!2_ S · FLOW ll PRESSURE SENSORS SHALL BE INSTALLED JUST DOWNSTREAM OF BACKFLOW UNIT. UPSTREAM OF SYSTEMS BRANCH TO PUMPED l NON-PUMPED MAINLINE. SEE SHE!oT 61 FOR MAINLINE DIAGRAM. THIS SHEET FOR SYSTEMS STATIONING &. SENSOR NETWORK ONLY. BACKGROUND INFORMATION JS SCHEMATIC ONLY & FOR VALVE/SENSOR LOCATION REFERENCE ONLY. REFER TO SHEET 2/_ FOR EXACT SYSTEMS INSTALLATION REQUIREMENTS. AVIARA I ENGINEER OF WORK I G~ I . . "#Jf'as,o;,, OLSON ASSOCIATES -"1t -~ ~ _',\C(. d. J .i' i' -Cle];, ~ -J07D Hru5nJL ~;,nmrrr, StirTr: ~m ' J ) <!!) -t;:O~'TA MTI~A> CAL!l'OHN!A IJ7(i2(, :Jt.Q_J . -.... : .. """' ';N u m_;;M No, 2495~ SCALE ff... ~ • ~.-~I FEET I I I I I [late ti, }111/f:Sf ' .r4h-1;,~1,,~"!;'o/ l I I I I 0 40 80 160 240 \._ CLAREl'(CE 0. OLS/N DATE ·--~= '-t~ ~--· R.C.E. 24952 12/31/9 3 EXP. DATE ,~/ ,.?/ Jj,3/89 ,J i<M /1\ ZJue6E, :4?E.DUCJ"l0N.S Lill CITY OF CARLSBAD S1<1':~TS I . 7 ENGINEERING DEPARTMENT 108 SOURCE; -AVIAAA GOLF COl.RSE PLANS IRRIGATION ST A TIONING ---.((ft ~ =< l ..... ·~. .. SENSOR NETWORK PLAN. I IL.._ 'GOLF COURSE HOLES 4 GAN, 5, 6 & 7 ' -l . . ~ " ·--' --;~\ .. 1:; PROVEO CITY ENGINEER OATE OWN av, I PROJECT NO 11 DRAWING NO. DATE INITIAL DATE INITIAL CHKD. BY REVISION DESCRIPTION SHT ~1' ENGINUR OF WORK NO FIELD BK, !~ ~-CITY APPROVAL CMWD 89-301 l I SEE SHEET M' FOR 40' SCALE DETAIL. THE --FOLLOWING STATiONS CONTROL SPRAY SYSTEMS AT TUNNEL WING WALLS: ) l \ 48-29 48-30 48-31 48-32 (--~,( 32 23 26 27 ,. ,., GPM GPM GPM GPM .,,.--•-,. r LAKE SEN;,OA NOTES: ; LAKE 1/11 DESCRIPILQ..H A. vaull lnt~rl~r Toniperc11ure o. Bef1m, Flllor ai Pump Ol$¢h~rge Prossuro NETWORK J\OORESS Tomp 1/LllV-f/405 //INT-PR-V-11 • SATRLITE ll3,1Jljlt 46 47 •• C. AUer Flllor Bl Veull Discharge Pressuro ·N:i:c. ,..._ ' \ \ \ " D. VAlJII □lsch;:irgo flow E. ouUQI Structure Prossuro F. Oulltl'I S!ruc!uro fk1W F01'l 11-f/4G5 4G PD/IL.11-tMSS 40 FD/IL 11-1140S: 46 (IRRIGATION CONTRACTOR SHALL COORDINA'l'E ALL CONNl=CTlONS WITH LAKE CONTRACTOR PI-UOR TO STAHi TO WORK) !:!Q..~: Si:::E SHEET 47 FOR PUMP SYSTEM SAFETY CIACUIT NOTES CONNEC\ TO SATELLITE 1147. \ ·, ) a. Def<lr0 Flllor nl Pun\i) Discharge Prossuto C. Al\1;1r !==Iller at V~ul! □l&charge ~O!tl.10-II425 a. aororo Flllor al Pump Discht1tao J.>ross1.1ro o. Vault Dlschnrgo Flow e. Qµllet Structur,a Pross um FD/IL10-lr42$ PD#L10-#45S N I C, AHor Filtor lll Vnult Dlscllargl) • ■ ... IA$$lJF(I F. OullAl Slructuro FD!tL10-114SS 45 Flaw IRA\GATION CONTRACTOR SHALL. COOROINh.TE ALL CONNe.CTIONS W!lH {I.AKE CONTRACTOR f'rl'IOR TO STAnT TO WORI<) M.QIE: Sl!E SHEET 47 FOR PUMP SYSTEM SAFETY CIRCUIT NOTl!.S CONNECT TO SATELLITE /IC. o. VatJll DIBd1arge Flow G & SENSOR NETWORK ONLY. THIS SHEET FOR SYSTEMS ~TAJ~':i~~ATIC ONLY & FOR VALVE/SENSOR BACKGROUND INFORMATION REFER TO SHEET ~ FOR EXACT LOCATION REFERENCE ONLY. SYSTEMS INSTALLATION REQUIREMENTS. IIJNT-PR-V-10 P□IIL!O-i/'/0.S FD#I... HHf70S AVIARA 69 70 70 R.C.E, 24952 3(110 Bi.i.t-;.ii:;,L Sn~IT, St.:ro: 460 COST.~ ~1£$.1., C,.\t.1fC,il..~IA 926~6 71.1 16..\1-663..;, 12/31/93 EXP. DATE PROPOSED COASTAL ACCESS TRAIL SHEETS 108 18 CMWD 89-301 I .!12 4! -~'"'""" ,tf:1:£.*"2, NOTE:: /).},1 1. Connect Prassur Address; /~.-o Sensor lo Sn Elovallon '? Fairway _k" t•~!:: Sonoo, t ··=--· -··. ~ M npUI Board nl11ll110-Fleld • NOTE ( ; ✓/ 1 ' NOTE· Conn~ct Pr . Addrass• /~io Sonsor lo Elovetlo~--;,; · Fairway _12_uS•tp":''3 Son .... !2'L_. ···-. ~I/pr? sor lnp"t Bo Malnllno-Flald ard. Connect Flo:OINT OF CONNE ,,t Boar~ JI ~ & Pressure s CTION SENSORS S -= Add ensors I S , )· -'P// · ress: ~o atelrt ( · rb'i!'l'en M I O Sanso I ..-~-· ""' etor II -eler /I 17n r npul PS. S L1f"-FS I !:NGINEER OF WORK I NOTE: Co11nect p Add rnssure S N ross: IS • lo ' Elovellon ___§fl/'/ Fol .8 Sti s _.i!.!!!__'._. ]':_ C,p·-onsor Input 8 ·--~. . ~ • ..-IC. Mnlt~llno~Field ontd. ~--r--~---. NOTE· y--..y-....,--. __,-~=-~ \ _ Corm~cl p · .__.,.. ~~ ~·\......_ /'.,....,. .. ·- Address· unsure Sen.l...l ~ ~· _,,. Elevatloi; 1~ To'; Fatrwli, ... l"'! lo 5fi Sonso \. A 14 . . ..... .... ,,o MI r Input Board ) VIA . • nllno-Fleld . \ RA ,I--) ' OLSON ASSOCIATES CLARENCE. 0. OLSO R.C.E. 24952 ( Q.~S.QllETIQ!,I (' A. Vnult lnlorlar T~mpera1uro a. t3efore FIiier nt ~1-1mp, Ol$i;;hDrge rossuro C. Aftor FIii or al Vpault Discharge f1:1$$Url:I o. Vmlll 015-clrn Flow rQo ( E. ~ullet Slrucluro NUWOR K ADDR~SS ramp IIL 12v-1150S --12 f/lNT-PR V •• 50 GO POUL 12-1152S 52 ~ re$$ur9 ( F. ~:~~I Slrucluro F0HL12-N52S !IRRIGATION C • !iQIT;l SEE SHE= START TO WORK) ALL CONNECTIONS WI \ LAKE CONTRAgf;::Ap'iiig~ T';,HALL COOROINATE ,2 ro .,ffruR TH f..._ SATELLITE #49 PUMP SYSTEM SA < ~ , FETY CIRCUIT NOT S IJ 89 , . ES CONNECT . .A ~~ I ~ ,....,, I ' zj ill DATE INITIAL IENGINEf:R Of WORK u, .--?."'O l.:!J REVISION . DESCRIPTION SHT NO, ()ATI( / NOTE (PO Connect Flow INT OF CONNEC Board)_ II __zf:,/_ & Pressure Sons TION SENSORS)· s -~<Jdress: -n..!r;;s.__salellile s~ --··· -Meler 11-WUp·= Meler II( ,ansor Input -= 5 5L s -"""--FS :3.?L. SCALE FEET I I I I I 0 40 80 160 240 ~ CITY OF ~ [IIIGIN[["tNG CARLSBAD AviARA O[Pl"TM[NT IRRIGA~ COURSE PLANS SHEETS 108 GOLF cous:;:iRoNLN1c$0~T~~N~~fN- I ~s 12 1 · :;'""" . 3, 14, 15. ,. CITY ENGi DATE INITIAl 2:: !J't', l'IE 0, l'f LO IK, I CITY APPAOVAL I ""0JECT NO]I DRAWING NO .• ; 1: I CMWD 89-301 ' 1/2" IN TURF AND 2• IN GROUND COVER AREAS GATE VALVE (SEE DETAIL B) - MAIN USE TEFLON TAPE ON ALL THREADED FITTINGS PLASTIC VALVE BOX WITH COVER SE!: SPECIFICATIONS MARKED "Rev· AND WITH VALVE STATION NUMBER WIRE CONNECTORS' ·, SEE SPECIFICATIONS k~~ ~.l i,."! ~./~ FINISH GRADE ALL VALVE WIRES HALL HAVE 24" COIL IN VALVE BOX SCH. 80 PVC NIPPLE 2• X 4• X 24" ~-+--REDWOOD BLOCK 1 CU. FT. PEA GRAVEL ,MAINLINE DEPTH AS .NOTED IN LEGEND REMOTE CONTROL VAL VE 1/2' IN TURF AND 2• IN GROUND COVER AREAS , '7.', QUICK COUPLING VAL VE ,_;;, (ACME THREAD AND ~~ RED COVER FOR ~ RECLAIMED WATER>-----·~·•it'.l ._,14. PVC MAIN (COVER j\ AS NOTED IN LEGEND) SCH 80 PVC TEE OR ELL (SLIP X SLIP X SLIP) SOLVENT WELD SCH 80 PVC NIPPLE AS MANUFACTURED BY DURA, SEVEN COMPONENT FACTORY 3" 4• MAX. SOLVENT WELD \i ASSEMBLED SWING JOINT, MODEL #010-2-4 "'" , '1,x ~-'!! " STAINLESS STEEL CLAMPS 6' MIN. 3/4' x 3' GALV. STEEL PIPE · QUICK COUPLING VAL VE FINISH GRADE VALVE-IN-HEAD ROTOR---~- BACKFILL AROUND HEAD WITH SAND---- 1.-...• 1, %1··~1i! >11, • I ~ " 1 I II! ,, INSTALL SPRtJKLER 2" ABOVE GRADE. LOWER SPRINKLER TO 1 /2" ABOVE FINISH GRADE ONCE TURF IS ESTABLISHED _,6· > '11111 COMMON AND CONTROL WIRES , t·;::. (PROVIDE 24" OF WIRE / . ,,,, ' IN A COIL, EA.) /i" . SOL VENT WELD . :j'. ,, / VAL VE-IN-HEAD ROTOR SEE DETAIL, OTE: USE TEFLON TAPE ON ALL THREADED FITTINGS l.NDEA CONSTANT PRESSURE 0 t\ ~ i 4• LAYER OF PEA GRAVEL AROUND VALVE SLEEVE PVC MAINLINE (COVER AS NOTED IN LEGEND) 95% COMPACTED SUBBASE ~::;: CAST IRON, FL.ANGED GATE VALVE WITH BUILT-UP BY-PASS VALVE (SIZE PER PLAN) 4 • ABS SLEEVE CONCRETE THRUST BLOCK PROVIDE REBAR PER MANUFACTURER'S RECOMMENDATIONS GA TE VAL VE ( 4" AND LARGER) l!i' .:...-""II NOTE: USE TEFLON ~ TAPE ON ALL THREADED FITTINGS. BRASS SCH 80 NIPPLE 1" GALV. ST. ELL ·· ,·,. 2• G•T ,...:,:~ VAL VE AIR RELIEF VALVE 6" MIN. !il[_lillf fli]i PLASTIC VALVE BOX MARK!cD "ARV" 2• X 4• REDWOOD SUPPORT • CAST OR DUCTILE MAINLINE PIPE IRON FITTING ' SIZE/PLAN HAttco: NAPPLO -, 1-_cs_E_E_LE_G_E_N_D_·_FO_R_C_,1""' '----------1 BAKER OR .EQUAL. FOR USE ON IRRIGATION SYSTEMS ONLY (DOMESTIC AND RECLAIMED) AIR RELIEF VAL VE EXTRUDED NOTE :FACTORY ASSEMBLED SWING JOINT AS MANUFACTURED BY DURA, LASCO OR EQUAL 3' SCH 80 NIPPLE IRRIGATION DURA SIZE PVC HEAD MODEL # GRADE 650,690 SERIES +015-2-4 1 1/2" 630,640 SERIES +010-2-4 1• 700 SERIES +007-9-0 3/4" 570 SERIES +005-9-0 1/2" SCH 80 SCH 80 SCH 40 SCH 40 PVC LA TERAt. ~- SOL VENT WELD SOLVENT WELD (SLIP X SLIP) SWING X SLIP-w1: 90' ELL (SLIP X SLIP) 90'ELL ) (FIPT X SWING) 9o"ELL (SWING X SWING) MALE FITTING ADAPTER (SWING X SPIGOT) SCH 80 PVC PIPE, 12" COVER AS NOTED IN LEGEND PVC MAINLINE ROUND PLASTIC VALVE BOX WITH COVER MARKED ·av· 6" DIA. PVC PIPE ACCESS SLEEVE AS REQUIRED · 1 /2' IN TURF r 2" IN GROUND COVER FINISH GRADE SCH 80 PVC 45 ELL (TYPICAL) 2"x4"x24" REDWOOD SUPPORTS PVC SCHEDULE 80 TOE NIPPLE------ 1 CU. FT. PEA GRAVEL BRONZE GATE VALVE PVC SCHEDULI:: 80 TOE NIPPLE PRESSURE SUB-MAIN ALL THREADED FITTINGS U.NDER CONSTANT PRESSURE SHALL HAVE TEFLON TAPE GATE VALVE (3" AND SMALLER) "' . . . -~'\lu· ., _,,_,,~ 10" ROUND PLASTIC VALVE BOX WITH COVER MARKED "PRV" 4• MAX. --------It----+ PRESSURE RELIEF VALVE- SCH 80 PVC ELL OR TEE--- J) 1 /2' IN TURF AND 2• IN GROUNDCOVER AREA I I I ' GA TE VALVE (SEE DETAIL B) :.---/:f.._Jj,_ PVC STREET ELL !;\CH. 80 P,VC NIPPLE ' PVC MAIN (COVER AS NOTED IN LEGEND) SCH. 80 PVC ELL ' , * .u.-+;c---1 CU. FT. · , _ , PEA .GRAVEL \ ,... :; . ' ' .• -~..-:"-::-... """''""''· ~;~ ,-::_-: :f \\~'.; f~-? ---2"x4'x24" REDWOOD NOTE: SET VALVE AT 150 PSI. PRESSURE RELIEF VAL VE fl".I " BACK FLOW 1 PREVENTER UNIT "' > 0 "' .0 'O <( "' . ... '<l" Cl co -. 2• GALV. PIPE SUPPORTS WITH BRACKETS C.I. SWEEP ELL (TYPICAL) FLANGE (TYPICAL) c:1. (TYPICAL) 1 · ·, s..1•,§111 ... a, . > 0 u J,;i ! . lir.T!:I , CU.FT. CON 4. CU.FT. CONC. ---- THRUST BLOCK SIZE AS NOTED ON PLAN SCH 80 PVC FLANGE ADAPTER (TYPICAL) RESSURE RELIEF PILOT : USE 45 ELLS IMMEDIATELY OUTSIDE VE BOX, AS NECESSARY, F.OR ROUND PLASTIC VALVE BOX WITH COVER MARKED 'SAV" TRAN ON TO REQUIRED LATERAL LINE DEPTH. SCH 80,PVC 45 E . MAINLINE (COVER AS NOTED IN LEGEND) 2" X 4 • X 24' · REDWOOD SUPPORT CAST OR DUCTILE IRON OR ROCKWELL SADDL (TYPICAL ROMAG) LATERAL PRES E LINE (COVER AS ED IN LEGEND) SURG~ ANTICIPATION VALVE . \ ,, ' TURF AND 2" COVER AREAS FINISH GRADE . FT. PEA GRAVEL SHEETS ENGINEER OF WORK ~ CITY OF CARLSBAD t----+---+---------------+-+---+-----l ~ ENGINE EA ING DE PAA TM ENT 108 OLSON ASSOCIATES 3070 8Rl510L STREET, Su1r~ 460 COSTA MES,\, C,,uFoR..._,I,, 92626 71416-\1-6 -4. t----+---+---------------+-+---+-----l AVIARA GOLF COURSE PLANS iRRIGATION DETAILS IA p PROVED' AE. CITY ENGINl!El'I ~T, OWN.BY, PAOJECT NO, 11 OAAWING NO. DATE INITIAL CHKO.BY, SHT. FIELD BK, ;,,,,.,"' NO, CITY APPROVAL CMWD 89-301 l I I i / , i \ I ' ' I I I I i TOP VIEW -NO SCALE IRROMETER TURF GRASS REMOTE MOISTURE SENSOR. PROVIDE (1)-MODEL RST-12 & (1)-MODEL RST-18 PLICE KIT # 82-F1 INSTALLATION SPECIAL NOTES 1. EACH 1AM CAN HANDLE UP "LOCATIONS" OF TWO SE:.NSOH CAN OE LOGl\lLI) AS GON\i. THE F"OUR ''L.v,._'.ATIONS" MINIMIZE CAUl..h ur;O GJ IHUO AND GROUIJU COVl::R AIH!AS SE SA1·y•iL MODEL NUMBER FOR \ FINISH GRADE MODEL ft:f OeTER HOUSIN IRROME·r EAS. SEE SECTION VIEW WHICH 5uows V/,IWJNG lJEPJU Of! TIP PLACEMENl', TURFG.UAS$ AR~AS WILL. ae APl-'HOXlfvlATE 2" -4" FOR "SHALLOW" SETTING, 4n -6" FOR ''DEEP" SE·rr1NG. SHRUB Am., GHOUND COVER AREAS WILL BE: APPIH.JAIMI\TI:. 6" ~ d" FOR "GIIALi...0',\.I", 10" -1,r FUH "UEEP". -\_ .!.. _,w~lifil-~::::::;:"':::::'.:i.'t 1,.-6n c:;r.:·_-J,;:c- 4 " -12 • . c;::5.·.·. • • ■ TO IRROMETER ADDRESS MODULE (1AM) 1'2" PEA GRAVEL (EXTEND DOWN INTO A 'SUMP' AREA BELOW BOTTOM OF BOX) a. ALL aASE CABLE: ENOS MUST nE FULLY WATER Pl'\OUFED PRIOR TO INSTALLATION OF SEN501lS AND IAM'S. SUGGEST SCOTCHPAK ON BAAE CABLE ENDS 10 AOlECl 'fH='.M. MARK EACH SENSOR CABLE AT SECTION VIEW -NO SCALE DEPTH OF INSTALLATION WILL:L BE ESTABLISHED / IN FIELD BY ENGINEER OF WORK MOISTURE SENSOR - E w SOLAR RADIATION @ SENSOR ENCLOSURE RADIATION SHIELD ( ) RAINGAGE WINDSET CROSS-ARM ORIENTATION &21 ANCHOR BOLT >0 _,..,-TEMPLATE 1• SWEEP ELL FOR COMMUNICATION 3• SWEEP ELL FOR CONTROL WIRE CABLE SINGLE CONTROLLER ELEVATION --, 6'i-------48' -__ _, 6"f--_L 4• T 16' 4•J_ T .~ 0-1a·-1-2· DOUBLE CONTROLLER PLAN 1• SWEEP ELL FOR EARTH GROUND PORTLAND CEMENT CONCRETE FOOTING TEMPLATE NOTE: SWEEP ELLS ARE SAME AS SHOWN ABOVE FOR BOTH CONTROLLERS FIELD SATELLITE/PEDESTAL I PLASTIC VALVE BOX WITH COVERMAR~ED "FS' -<'112• IN TURF, 2• IN ~ROUND COVER AREAS -ttJ_ ~::::::~:::~:::":"j/~,~ l 11 ,i I ~:~~ FINISH GRADE ) H--24" COIL OF CABLE IN VALVE BOX J' CU. FT. PEA GRAVEL -- \ 6" ABS SLEEVE ----- 2" X 4" X 24" REDWOOD BLOCK 1111 HEX MOUNTING ADAPTER 0-RING, LUBRICATE LIGHTLY WITH SILICONE GREASE 1111sa!111P"-ADJUSTMENT STUD ADJUSTMENT NUTS CABLE TO SENSOR INPUT BOARD OF AUTOMATIC CONTROLLER. SEE PLAN FOR LOCATION OF FLOW SENSOR TAPS AND CORRESPONDING CONTROLLER PIPE SADDLE--_mr ROCKWELL #352 or EQUAL WITH CHEMTROL GASKETS GASKET CHEMTROL OR EQUAL _....,-1--~~ VC MAINLINE1CQVER AS ----¥11, NOTED IN LEGEND ' l SEE MANUFACTURER'S INSTRUCTION SPECS FOR FURTHER INSTALLATION INFORMATION FLOW SENSOR 3/4" GALVANIZED STEEL PIPE WIND SET 314' X 12• NIPPLE CROSSARM SENSOR MOUNT 32" © LIP OF RAINGAGE f ~~~~ 't\tif ~f4~~J,\L y 1 • LEVELING DEVICE SOLAR RADIATION SENSOR SOLAR RADIATION STAND 1 1/4' TO 3/4' BELL REDUCER ENCLOSURE FOR CR10 14AWG MAST GROUND TEMPERATURE AND RELATIVE HUMIDITY PROBE 1 114" GALVANIZE STEEL PIPE WEATHER STATION CROSS-ARM OUTSIDE WALL WALL CONNECT RIBBON CABLE FROM SC95C INTERACTIVE PORT TO COMPUTER RS232 SERIAL PORT. SET RS232 SERIAL PORT TO COM 1. GREY YELLOW SURGE CONNECTION BOX BLA K RED I' RCT LSRc ,h SC95C SURGE PROTECTION UNIT 10 FT. OF CABLE COMPUTER W. S. WIRE-----lill LUG IN T ... 1 115. VAC P -RANSFORMER. ----- 1 CAUTION -TO REDUCE THI:: RISK OF I FIRE OR ELECTRIC SHOCK, CONNECT 1 · DIRECTLY TO A \_F_R_O_M_, ----1 : ...,_-~~--GROUNDING RECEPTACLE '..CONTROLLE.R -~/ -3 PRONG. s CONDUIT BURIAL CABLE CENTRAL/WEATHER STATION CONN. / PRESSVRE SENSOR 1/8" NPT , .• J 1 ~: _,,, ELBOW~ ,,,,: _,,, / I 1/8" NPT TUBING ADAPTER AUTOMATIC ---~c·ONTROLLER x:~·TUBE RETAINER ·r--114• POLY TUBING FLOW RESTRICTOR 1. CONTRACTOR SHALL INSTALL CLAMP-ON SADDLE AND FLOW RESTRICTOR IN PLASTIC VALVE BOX MARKED "PSV" AND PROVIDE 6" ABS ACCESS SLEEVE AS REQUIRED 2. CONTRACTOR SHALL COIL AND BUNDLE 24" EXCESS 1/4" POLY TUBING IN PLASTIC VALVE BOX 3. SEE PLAN FOR LOCATION OF CLAMP-ON SADDLE AND CORRESPONDING AUTOMATIC CONTROLLER PRESSURE SENSOR 4' ITEM DESCRIPTION L 1 S 1/2 FT. BY 2 1/2 INCH PIPE THREADED ON ONE END 2 2 1/2 INCH TO 1 1/4 INCH REDUCER 3 4 FT. BY 1 114 INGH PIPE THREADED ON BOTH ENDS 4 1 1/4 INCH TO 3/4 INCH REDUCER 5 1 FT. BY 3/4 INCH PIPE THREADED ON BOTH ENDS 6 314 INCH CAP 7 1 FT. BY 314 INCH PIPE THREADED ON ONE END 8 5 FT. BY 31-' INCH PIPE 9 ALL CONDUIT FOR AC POWER 10 AC POWER CABLE 6' 11 ALL COMMUNICATION WIRE FROM COMPUTER TO WEATHER STATION, TORO SHIELDED/ARMORED CASIE P-7162-D-A-1 RECOMMENDED 12 RAIN TIGtfT, ENCLOSURE OR CONDUIT BODY WITH MORE THAN 7 CUBIC INCHES OF AREA INSIDE THE 314" CAP 3/4" GALVANIZED STEEL PIPE 3/4" GALVANIZED STEEL PIPE (ITEM 8) SOLAR RADIATION STAND NURAIL CONNECTORS 1 1/4" TO 3/4" BELL REDUCER 1 1/4" GALVANIZED STEEL PIPE 2 1/2" TO 1 1/4' BELL REDUCER 2 1/2" GALVANIZED STEEL PIPE CONCRETE ENCLOSURE ::-j!t"-7zj;l«;f"----- 13 RS232 SERIAL PORT CARD FOR CENTRAL COMPUTER 14 6 FT. COPPER GROUND ROD (NWS0OOSP ONLY) NOTE: ITEMS 1-8 ABOVE, REFER TO THIS DETAIL & Q. ITEMS 9-11 ABOVE, REFER TO DETAIL 0- ITEMS 12 ABOVE, REFER TO DETAIL 0. 30" WEATHER ST A TION MOUNTING ENGINEER OF WORK OLSON ASSOCIATES 3070 BRIS1'OL STREET, su,n 460 COSTA MES,\, C/\UFOR.....-1A 92626 7H/6--ll-663-!. j;l,bigJJ DATE i.j\E s:;ij/1';:, , ... -•-•. , ~'f. ,·1 ' " , C ' ') lJ'"' ,1 ·-__.-::-;· ~ f Uf C ···..,._;,·,;.. bAlE INITIAL K PRESSURE COMPENSATING BUBBLER HEAD SEE Ll;GEND 1/2" SCH 80 PVC NIPPLE PVC ELL-----;; PVC LATERAL { NOTED IN LE TED PVC DRAIN PIPE. FILL GRAVEL. INSTALL E OF TREE ROOT BALL TREE BUBBLER WIND SET SEE DETAIL 'P' ITEM 12. TEMPERATURE & RELATIVE HUMIDITY PROBE 3/4" CONDUIT 3/4" CONDUIT s• RADIUS MIN (TYPICAL) SHORT HAUL MODEM CABLE (2 CONDUCTOR WITH GROUND, DIRECT 1' MIN ...L_ . BURIAL) DIRECT TO CENTRAL 110V (DIRECT BURIAL, 2 CONDUCTOR WITH GROUND) WEATHER ST A TION 18" .. RAINGAG·li-.--..... --·· ~,__ SOLAR RADIATION SENSOR ENCLOSURE FOR CR10 CLAMP 2 1/2" GALVANIZED STEEL PIPE CONCRETE GROUND "'"""'• .. ••••••n• .. •• ... '.' .... ,..'.'.'.' ... . .... , ................... . ................... ,. , .. ......................... ....................... , -......... " ........... -..... "' ... ' ... '' .. '.''' ......................... ' .......... '."'.' ... ' .. ........................ ............. ,.,, .. ,., .. ......................... . . . . . . . . . . . . . . . '" ...... . ................... ' ... . ........... "'.' ... ' ... . . . . . ' ... -.. ' .. . • ~ CITY OF CARLSBAD SHEETS E~GINE[RING DEPARTMENT AVIARA GOLF COURSE PLANS IRRIGATION DETAIL:$ IAPPROIIEO: RE. CITY ENGINEER DATE 108 OWN.BY, PROJECT DRAWING NO., CHKO.BY, • • 4 R.C.E. 24952 12/31/9 3 EXP. DATE EHGINEll::A Of WORK REVISION DESCRIPTION NO II DATE INltlAL SHT. FIELD BK, NO. CITY APPROVAL r.Mwn RQ-~n 1 I ';-:1 "'"I '' I ' I I I , ' • ' I • ALL BOXES SHALL BE SQUARE TO ONE ANOTHER. WHERE ROUND BOXES OCCUR, A CENTERLINE ALIGNMENT SHALL PREVAIL. DISTANCE BETWEEN MORE THAN 2 BOXES SHALL ALWAYS BE EQUAi..' REMOTE CONTR OR GATE VALVE I OL VALVE .,,..,,.,,';-Y,, ,,. .. ,.,,! ✓.: ... ~ .. ,~ ;'. ,r I ,I ,,, .. , .... , .... , ... ,,..., .. ,,, ,.,..,,,.',,.',. , ... ,..., ".-'-" .... , ... ,..,, .. ,, TIONSHIP IS A NOTE: THIS RELA MINIMUM, IT WIL INTO OPEN FIEL WHERE THEY OC Pi.UMB WITH FIN PER OETAII.S. L BE CARRIED D CONDITIONS CUR. SET BOX ISH GRADE AND , 1'00" , Mll'I, w _; ll w I-z w ' ;❖ ~~> ",:, \,'::, ,,, .,, .. .,,., .I' ... , .. ~',':. ((' -~ .. ,,, ,,, ~ " Ll C!Q"--, L MIN. \ f oo· MIN. ,.,..., .. ,,,.,._,,, ..:,:, , .II",/"' ,..., ... ,,..,/,' ",;',' ,: .. ~, .. ;'\' ~,,',,. '\..,.,"':,', ;;,~✓ ,,,,,.,, . ..,.,,,.,/ ....... , '>",, .. ..,/ <,-.! ,,..~_,~ ..... , , .. ,,_,.,,._,, I, roo· Ml < ,, ,. QUICK COUPLER OR ,, I/ GATE VALVE " p VALVE BOX FIELD. ALIGNMENT. TOP SOIL BACKFILL WITH PREVIOUSLY EXCAVATED MATERIAL SAND OR FINE MATERIAL PASSING 1/4" SIEVE R•ler 10 City cl Carlabad Standard Drawing• Nurnbor RW-14 "Pipe Bedding l Trench Backllll" for Reolalmed Water Maine & RW• 115 • Potabl• & Reolalmod Waler Line Separa!lona• LOCATER TAPE OVER OUTSIDE MAIN LINE PIPES (MIN. ONE TAPE PER TRENCH) ·,-,·,,i,· .• ~·, .. ' ,·,;·, PIPE OR CONDUIT (TVP.l FINISH GRADE ..--COVER AS NOTED IN SPECS. 6" FOR PIPE 2" AND SMALLER AND 12" FOR PIPE 2 1 /2" AND LARGER WHERE CONTROL WIRE IS IN SAME TRENCH -IF ONLY ONE PIPE lN TRENCH, PROVIDE 5" TO TRENCH WALL Pipes in Trench PVC 112· • • n 1 1/" • /2" • 4• • • SCH. 40 PVC SLEEVE SIZES USING : SOLVENT WELD SCH. 40 FITTING • 2· • • • 6" • 6" 10• 12· • • • • • 10· 1 • (GUIDE ONLY) • • • 3• • 4• • • • 1 PVC Pipe Sleeve Schedule • • 10' 10' POTABLE WATER LINE--~ PROTECTIVE SLEEVE PER RECLAIMED WATER LINE • ~ ,,.,----CARLSBAD MUNICIPAL WATER ~ 1.!:._MIN./ DISTRICT REGULATIONS ' i = .. 7'= ,. ~ I ' SITUATION 1 -SECTION PIPE ARRANGEMENT WHERE CROSSING OCCURS POTABLE WATER LINE~ RECLAIMED WATER LINE~ 10' MINIMUM SEPARATION V X SITUATION 2 -PLAN VIEW PIPE ARRANGEMENT WHERE THEY PARALLEL I Potable & Reclaimed Pipe Arrangement ~ws INDICATE DIRECTION OF ANTICIPATED TMRUST NOTE: ALL MAIN TO BE INSTALLED ACCORDING TO MANUFACTURER'S INSTALLATION GUIDE. BEARING AREA OF THRUST BLOCKS IN CUBIC FEET FTG. SIZE TEES & ENOS 90 BEND 4G BEND ... 1 1,3 0.7 o• 3 4.2 2.3 a· 8.0 9.3 5.2 10· 12.B 10.2 10 Thia chart le for guidance only. For eddltlonal requirement• refer lo City of Cnrl&bod Slandard Drawing Numbora RW-1 □, RW-11, RW-12 & RW-13 for Reclaimed Waler Syatoma. , Thrust Blocks CL 150 BUTTERFLY VALVE (TYPICAL)-~ BROOKS 700 SERIES SECTIONAL METER BOX # 746A -WITH ARMORED TOP SECTION AND BOL i DOWN COVER (DIAMOND PLATE) (1.D. 46"W x 70"L x HT AS REQUIRED -MIN. 48" l GLYCERIN FILLED PRESSURE GAUGE --, , (TYPICAL) FLowQ ' (.I PRESSURE MAIN CL 125 C.I. 45° -- ELBOW (TYPICAL 2' MIN. GALV. PIPE\.. . , . . ,~ SUPPORTS 1 -•'M::8' ,:.a .. ,.,_,__ - " '11 1L'S~ @'~~ •,:=' CONCRETE SUPPORT 1 .:--'.'."_-:-"· ,~-'= ,_. •' --~.W,,,,-,,"_·-.;0 ,011[1!3~- MIN. 9 CU. FT. ijif:~iili\ l.,.l di, ITTi1 3/4' CRUSHED ROCK 95% COMPACTED SUBGRADE 90% RELATIVE COMPACTION z Basket Strainer COVER AS NOTED IN SPECS 6" APPROVED PIPE SEAL THROUGH WALL SEE WATf,.R FEATURE SPECS (LINK SEAL OR EQUAL) Im POC TO SITE DRAINAGE . SYSTEM -SEE SHEET CHECK VALVE--_, 3"'AB~ DR~NLINE---.1 PU MP V AUL T----lt :at~--,!! ·· APPROVED PIPE SEAL--~ THRU WALL (TYPICAL) LINK SEAL OR EQUAL PREFABRICATION • F'UMP PLANT · ~ START PANEt. PLAN VIEW L1Ne:·1SIZ:E BUT ISOLATION VA Flew ,.---ACCESS DOOR & COLLAR PUMP VAULT·------ CL 150 C.1.---. THRUST BLOCK--.: SEE DETAIL •y• THIS SHEET 2" Pvc· UNION FINISH GRADE,--... PREFABRICATION PUMP PLA_N_T 7 PUMP START PANEL 2" MINIMUM 150 C,l. PVC CL 200 MAIN "'ffil -i-CL 150 C.I. 45 ELBOW(TYPICAL) USE 45 ELLS TO BRING MAINLINE TO PROPER DEPTH 18" DIA. x 3" DEEP FORME SUMP (SLdPE FLOOR TO D ELEV A TION VIEW ----6" DEPTH 3/4" GRAVEL BASE (90% RELA TIIVE COMPACTION) COMPACTED SUBGRADE (95% RELATIVE COMPACTION) Booster Pump Station 1. 2, 3. 4. 5 . SEE ELECTRICAL PLANS & SPECIFICATIONS FOR CONDUIT & ADDITIONAL VAULT REQUIREMENTS. PUMP VAULT INSIDE DIMENSIONS· 7' HEIGHT X 7' WIDE X 9' LONG. BY BROOKS, QUICKSET OR EQUAL. CONTRACTOR MAY FABRICATE VAULT ON SITE. CONTRACTOR REQUIRED TO PROVIDE SHOP DRAWINGS FOR APPROVAL BY THE ENGINEER OF WORK. CONTRACTOR SHALL WATER PROOF VAULT WITH AN APPROVED ASPHALT EMULSION ON ALL SIDES EXCEPT TOP, ACCESS LADDER. ALHAMBRA FOUNDRY ll'A-3400. LADDER BOLTS TO CEILING, WALLS OR FLOOR WITH 112· X 3' EXPANSI01, UOLTS rnOVllJED UY CONTRACTOR. SUMP PUMP • I.ITTLE GIANT 8-CIA (115V). 6, SEE SPECIFICATION SECTION 05100 FOR INDIVIDUAL BOOSTER PUMP REQUIREMENTS. ALL PUMP PLANTS MANUFACTUF1ED BY WESfERN PUMPING SYSTEMS. 7. ACCESS DOOR & COLLAR SHAlL HE 20' HEIGHT X 48' WIDTH X 60' LENGTH DOUBLE DOOR SPRING LOADED, LOCKING WITH P~.RKWAY COVER CAST IN PLACE . 8. POINT OF CONNECTION TO PUMP ST/\llON INLET /\NO DISCHARGE ARE 6" FLANGE. CARLSBAD M.W.D. APPROVED SIGNAGE APRIL, 1991 K-1 THE FOLLOWING GUIDELINES FOR THE USE OF RECLAIMED WATER ARE TO BE PERMANENTLY POSTED INSIDE THE DOOR OF EACH CONTROLLER WHERE THEY ARE EASILY VISIBLE. 8-112" X 11' (SIZE) -PURPLE BACKGROUND WITH BLACK LETTERING GUIDELINES FOR RECLAIMED WATi:R USE. 1. IRRIGATE BETWEEN THE HOURS OF 9:00 P.M. AND 6:00 AM. ONLY. WATERING OUTSIDE THIS TIME FRAME MUST BE DONE MANUALLY WITH QUALIFIED SUPERVISORY PERSONNEL ONSITE. NO SYSTEM SHALL AT ANY TIME BE LEFT UNATTENDED DURING USE OUTSIDE THE NORMAL SCHEDULE. 2, IRRIGATE IN A MANNER THAT WILL MINIMIZE RUN-OFF. POOLING AND PONDING. THE APPLICATION RA TE SHAI.L NOT EXCEED THE INFILTRATION RATE OF THE SOIL. TIMERS MUST BE ADJUSTED SO AS TO BE COMPATIBLE WITH THE LOWEST SOIL INFILTRATION RATE PRESENT. THIS PROCEDURE MAY BE FACILITATED BY THE EFFICIENT SCHEDULING OF THE AUTOMATIC CONTROL CLOCKS, (LE. EMPLOYING THE REPEAT FUNCTION TO BREAK UP THE TOTAL IRRIGATION TIME INTO CYCLES THAT WILL PROMOTE MAXIMUM SOIL ABSORPTION). 3, ADJUST SPRAY HEADS TO ELIMINATE OVERSPRAY ONTO AREAS NOT UNDER THE CONTROL OF THE CUSTOMER. FOR EXAMPLE, PO~ DECKS, PRIVATE PATIOS, PRIVATE LOTS, STREETS AND SIDEWALKS. 4, MONITOR AND MAINTAIN THE SYSTEM TO MINIMIZE EQUIPMENT AND MATERIAL FAILURE. BROKEN SPRINKLER HEADS, LEAKS, UNRELIABLE VALVES, ETC., SHOULD BE REPAIRED AS SOON AS THEY BECOME APPARENT. 5. EDUCATE ALL MAINTENANCE PERSONNEL, ON A CONTINUOUS BASIS, OF THE PRESENCE OF RECLAIMED WATER AND THE FACT THAT IS NOT APPROVED FOR DRINKING PURPOSES. GIVEN THE HIGH TURNOVER RATE OF EMPLOYEES IN THE LANDSCAPE INDUSTRY, IT IS IMPORTANT THAT THIS INFORMATION BE DISSEMINATED ON AN ALMOST DAILY BASIS. IT IS YOU, THE LANDSCAPE CONTRACTOR, WHO IS RESPONSIBLE FOR EDUCATING EACH AND EVERY ONE OF YOU EMPLOYEES. 6, OBTAIN PRIOR APPROVAL OF ALL PROPOSED CHANGES AND MODIFICATIONS TO ANY (PRIVATE) FACII.ITIES. SUCH CHANGES MUST BE SUBMITTED TO, ANO APPROVED BY, THE DISTRICT ENGINEERING OFFICE AND DESIGNED IN ACCORDANCE WITH DISTRICT STANDARDS. CARLSBAD M.W.D. APPROVED SIGNAGE OR LABEL APRIL, 1991 ALL RECLAIMED WATER SPRINKLER CONTROL VALVES SHALL BE TAGGED WITH IDENTIFICATION TAGS. 1. TAGS SHALL BE WEATHERPROOF PLASTIC, 3" X 4', PURPLE IN COLOR WITH THE WORDS "WARNING RE.CLAIMED WATER • DO NOT DRINK" IMPRINTED ON ONE SIDE, AND "AVISO • AGUA IMPURA · NO TOMAR" ON THE OTHER SIDE. IMPRINTING $HAI.I. BE PERMANENT AND BLACK IN COLOR. USE TAGS AS MANUFACTURED BY T. CHRISTY ENTERPRISES OR APPROVED EQUAL. 2. ONE TAG SHALL BE ATTACHED TO EACH VALVE AS FOLLOWS: 1 a· 1. ATTACH TO VALVE STEM DIRECTLY OR WITH PLASTIC TIE-WRAP OR 2. ATTACH TO SOLENOID WIRE DIRECTI. Y OR WITH PLASTIC TIE-WRAP OR 3. ATTACH TO VALVE COVER WITH EXISTING VALVE COVER BOLT. 1 3/Bt 15/16~ 314•:t= 13181= 15/16::t== 3/4"t:= 12' (AUIJION REClAIMIF.D WATri:R i.IlSIW fOR. m.lROCiAT!ON, I lOO NOT DRINIC Pl~llGij{O -AGUA llU.CLAMAIDA SIE PRO~Illa!E. JaEMR., NhOOlt O '°'Dri:AR. ·-· --.,·--· I SIOK SCREEN 1/2" $INTRA MOUNT T05363 M FRAZEE co PY:FRIZ QUADRATA NDENCED TO 75% IN co 46 - 2 PMS BACKGROUND IN5363.M FRAZEE 112" BORDER IN DARK BROWN 3/ 16' LINES IN DARK BROWN (12'X3/16") '---CORNERS 314' RADIUS IN FRAZEE '"'- ~METAL POST IN FRAZEE ENGINEER OF WORK I t- s_1._'S_1_s+-r-~_c·1-+~1 _2:_:,J_rx._.,_"·_,_k_.,~_·· '_)"'_"_' -r_i_o_A_,.::, ___ -1----1---+--~---1 ~. C I TY O F CAR LS BAD SH1EOET89 ;~=::::::::::'..~E::::N::::G:::l::N::::E::::E::R::::I N:::::G::::::::D::::E::::P=A::::::R ::::T:::1111:::::E:::::N=T~::::::::::::::::::::: R.C.E. 24952 OLSON ASSOCIATES 3070 BRISTOL 5'rR£ET, Su1n: 460 COSTA ~!ES,\, (..,,_LIFOR:s.;I,\ 9:!626 7141641-663.\. f!/,,bgt,ff/ DATE 12/31/93 EXP. DATE AVIARA GOLF COURSE PLANS IRRIGATION DETAILS t----+----+-----------------+--+---+-----1 l-AR_EP_.P_R_o_v_E_D_· ________ _ . CITY ENGINEEl'I DATE DATE INrflAL ENGINEEA OF WOAI< REVISION DESCRIPTION SHT. NO. DA TE INlnAL CITY Al'P'AOVAL O\IIIN.BY,----1 P'ROJECT NO. II CHK0.8Y, __ _ f'IELO 8K, i5 ,, DRAWING N ... CMWD 89-301 ~Qf;:D'o'.Ju 7 \ . • :c ~--. -• Jb;'.:C/2..pf= 1, fklirrs:::r: • ( c;, ~ire. _ :.:isi:::_ 1:i./>1::LLt:J(':Mi:: l ea::> I -~ CEA.'FPo' iC:,t,.,.. • ,, t ' 'I ' \\. :• i ' f ' ' ' • j ' . I ' .' ! t ! f ¾ ,li -.t J f r~ .. "' I ' '1' t I. -=r t' ·"'··~" __ U_Q __ . -·~?CJ .... · .... ;; .... •·-·._,·_·_ -...,,t-2!..,~=,1~1 i .75 _, ' 'f' . i . :- . . . j o''A • >' •. ;j" , ·.·. h, ,,, . . . J ajJ, ' . Tr~- ' ' -.., 0,//4.. ·v·. ' ' ., ' ,, I l \. \ ,, ~ ' l 1 ' I . •. ·\· .. ,, ii .. ·.(-... \_ -~~.~ •--~t:· ... •.· . . ' . ·-' ' ·+.,,,, k. /4cJ ., • ' ........ ·-····----1 · l=LJC... CN':1 . .. p..JC.1 IC, .::J , '<.•'-. l -l' I: ''11'1t, ...... •·· 1::, TrP--1"1-). • NOT A PART OF THIS CONTRACT ,\ , '•' ' .( ) I" , " ' I, , ~ t· ·-,. ' -•·" ' ' '? I :F X ,, . . ;, t 23 NOTE: CONTRACTOR TO ADHERE TO SPECIF/C.AT/Of/S FOR TEE, GREEN ANO BUNKER CONSTRUCTION AS WELL AS GRASSING REQUIREMENTS. • ( . .. I AVIARA (!ft) SCALE FEET I 0 40 80 160 2~0 I ENGINEER OF woRKl OLSON ASSOCIATE~ ··-3070 IJRTSTOL Snrnr-r, Surrr 460 COSTA MESA, CAtff-ORNI,\ 92626 714/MJ,6654. CLARENCE .. O. OLSON DATE R.C.E. 2495~ 12/31/89 EXP.DATE v ,,{ _/,,.;;, I S6E3T ~ CITY OF CARLSBAD ~ 1 / ~ \ flk,rr f-"¼I " , I ';" ~ l:::lCN 110 ';r-6' ':':l,...I ENGINEERING DEPARTMENT I i Fourth Avenue Corporate Center 1551 Fourth Avenwe/Sulte 200 San Diego, CA 92101 Landscape Architecture• Planning DATE INITIAL ENGINEER OF WORK DATE INITIAL REVISION DESCRIPTION $HT. NO. CITY APPROVAL ~VIAAA GOLF COURSE PLANS ' i . PLANTING PLAN GOLF COURSE HOLES 1, 2, 8 GAN, 9, & Range [:; PROVED CITY ENGINEER DATE I OWN 8Y, •. l PROJECT NO I DRAWING NO. CHK0 BY, '10 3 -5 L. FIELD 8K, I -1 \ \ l \ 2411rox. .. \ .. C " F 0--1 P-U e6 11"1 I:.':, ,A 'Pf=-_A, U I~ -p--lE. o~ Tlct'1 !::f=THE ~~E. . APQ-t I T1:=:Gi · uN-l1T 'SIZE RANT ~I= .---. u;CO \66,L. 20:? 2CO zco 2o:;:; , . I \ : I · a 1 •· n+E.·~1~ 1 • 1_! 1 ~SI ""o Ll ~--·, Pl~a--l q=-p-,1=-µJ-iD~ ·I· ,j ,• f f ' I ! ; " ~ITF-CJ"""": . . . ., I .. , !\ I QlJA..W I ~ l.E=. i=l-,4JT . ,• !I I i I '· .·. · nPICAi-s·-n--reo;5 ,, '"'.r ' I . ' i \ j ., ' e ' 1 • ✓ J I Gr'>t l:O!JN NOTE: CONTRACTOR TO ADHERE TO SPECIFICATIONS FOR TEE, GREEN AND BUNKER CONSTRUCTION AS WELL AS GRASSING REQUIREMENTS. rfoyttl=-:f I t-J§ALl-THT= PU..CW I NG! ft-b. Fl2,&... 0;)()Jo ,L..Fc. I -fa ~ ) r-UC, CAM IS'.)o/o !=J..JC., t--!IC 5:)iq ~'( ~ . ,\ ~at~~ t=xP~--1-Bl-so Fourth Avenue Corporate Center 1551 Fourth Avenue/Suite 200 _, San Diego. CA 92101 Landscape Architecture • Planning ENGINEER OF WORK OLSON ASSOCIATES -107[) l~li,'ITC)L '.;!'REIT, ~'JL:ITE 11f1() C(v;TA M1::;A, CALlr·nl{NII\ 9262(, 71•1/(i•l :-M/'i.-1, AVIARA f!J{j SCALE FEET I F 0 40 80 160 240 DATE DRAWING NO. 903 -5l L-2 \ \ • . . I.JO "'t>f-r, , i i J ( , ,• '1(.G ~ ~~/,, :i-· , , '--" ~ tEED ~--6:).JN~ • --~ ,,,..---_,;....:' .... ··- ::::UC c.&M oElJC. IC t=A-~Gt GiPC4✓D ::;·(MR::Cl-IS TTVl<...fl<,L , i • r+kJ,&Al/ '\ -· "tl , • >. ,. i'f': ··' \ ', . ,, , I ·-. 'i \ \, . !O, - I . , •, .. • I I NOTE: CONTRACTOR TO .ADHERE TO SPECIFICATIONS FOR TEE. GREEN .A.ND BUNKER CONSTRUCT/ON .AS WELL AS GRASSING REQUIREMENTS. "cHPL-l...,,,.,._, 1 Tl-15 PeA UNPi=P---11 I= 1:J 145 ;rTaJ CF" 71-le ~ PecApl=. -i-=--r-··· ' o»-,.~_J, .f-1..,..1 • 01z: e . A.t-1 e l t • '' ' I L:>-t-'--t-~....._ U ~TTaJ ~11-le ~P-tcApl=. --az. AME _ ___ ... _ .. J ·r.::1/\L . CEf2.. CX:Z,,. -=-__~-..wa:::r=-= -~-r ----------... ------- •----·-·-·····---------. ~ -:2.Co _ _:_.:_:-__ -~ 1 ,__;~¥'-L-- r c 1 -----"'.\ .. =:::-;;::~-=j.-:::'; ... -_-_ ... _ ......... ,,_-1----·.,..---,..--_--_--.. -~~- F:XP.~-/-?/-90----~-~~---- Fourth Avenue Corporate Cen1er 1551 Fourth Avenue/Suite 200 -• San Diego, CA 92101 AVIARA l.arKlscape Architecture • Planning ENGINEER OF WORK I El~ OLSON ASSOCIATES • ---JCYiO n1u<;"rn1. ~rnrTT, St;JH 11{i0 ~ ---~ --~ ·-- «;oSTA Mr:'.;A, CAL!P(WNIA 92(J2() SCALE 7M/Ml-6(,:,~. FEET 1 I I I I I I I 0 40 80 1 6 0 CLARENCE 0. OLSON DATE I I 240 R.C.E. 24052 12/31/83 EXP. DATE 1,~~1,./;,,-:;; -1~ , I S6E5T I /I-~ \ 'A t,.,._ )r M 1'.. "1=f<.I.A. I... __ , 10•/a,¢>:, ""-JA I CITY OF CARLSBAD SHE~P.5 ·-EIIIGINEERING DEF'ARTMENT 10 A VIARA GOLF COURSE PL.ANS i PLANTING PLAN 'GOLF COURSE HOLES 4 GRN, 5, 6 & 7 IAP PROVED I RE CITY-. ENGINEER DATE I OWN BY. F'ROJECT NO DRAWING NO, DATE INITIAL DATE INITIAL CHKD BY 903 -5L $HT FIELD BK, ' l I REVISION DESCRIPTION ENGlNEtR OF WORK NO. . ' ..,./·' ', -CITY APPRO\IAL • " J; ·--C • -"' L-3 -.. -... ~ ·-····· ___ _,_ _______________ _ \ • -I • -----~-----··-·· -··--· ---.. -J-.-•----·--. -------··· ... ..-________ · ---~~------------------1------. ··----f--·--·--· lVOTE: .I CONTRACtOR TO ADHERE TO SPECIFICATIONS FOR TEE, GREEN AND BUNKER CONSTRUCTION AS WELL AS GRASSING REQUIREMENTS. \ \ Fburth Avenue Corporate Center 1551 Fourth Avenu&/Sulte 200 -• San Diego, CA 92101 La~ Ard"litecture • Planning AVIARA 99 G 10, . ~----~------------ Ub ' . SCALE FEET M=L I F:it 0 40 80 160 [~~GINEER OF WORK OLS0!\' ASSOCIATES 31T,0 8?.JSTOl Sn!'TT, Sc1T~ 460 C0~., l\1;~.,. C..._l!f•;)KSI,\ 9~S:'6 CLARENCE 0. OLSON DATE R.C.E. 24952 12/31/89 EXP. DATE 240 0 -'Z Ul 0 CJ) I 0 • w ,:2!4?LJ~1 Tl 15 AP-l'=A. LINP~ ·I= ~11~ ~1He ~b~E ~I .. i.<o!Z.1=. /2..ME . -··-·•··· ----··-- 'CAp 'O • &:l ·· ·Je..c .. Ac, I. 4e;eo<, j ~MATCHLINE SEE SHT. 6 I S6HE6ET I Cl TY OF CAR LS BAD 1'M,l[8TS l--t---~~~~LU!~::;i__e~LJ..lj~L_-+---P~94~~ ENGINE E A ING OE i> A ATM ENT U r==i==w~~~~~~~J='e~H:t=---<~Q:.,,.Lrh~~~JjL.J AVIARA GOLF COlltSE PO\NS' ' .. . . . . . . ' . PLANTING · PLAN GOLF COURSE HOLES 10, 11, 17 & 18.· I APPROIIED ---------·------------~ t---+----+--------------+-+------+---~ RE , CITY ENGINEER DATE t----t--~+--------------1----l.-------,l-------l ;::::::::::::=======';-;:=====:::;--;:===::::::=: OWN IIY --·---1 PROJECT NO CHKD Ill' __ F'IELO BK, DATE INITIAL ENGINEER OF WOR,c; REVISION DESCRIPTION SHT DATE NO INITIAL CITY APPROVAL DRAWING NO 903-5L '' ' L-4 r'\,,.---· v---~~it: I~ TTF'K:AL-: 5LA"",L_ • I • I • LAKf f . ,• • • ,,,-'"~ ', ', ~ '' . -:-:::.. ··•·--·-····---··-···· .. ,. --···--· -...• ---· -·----~q I) =:.. ::.::-r ~:_ ::::-~_.::... ----- ---L ······ ---'------- _____ ........,,,.:,....,---.-,:-,·• ... :-::-"•'"-.. ~. ~- · ··• --·----------• ~•:·· . =-==---=~ 1 ~----~:_j----. -· ----= -~-·c;t,t._:__-_ ·:::::: l ... .. ~-: ~ . ---·--T -·-· ··--· -- ----------1-.... --,---~------·,,, ... -·-"!" -----1 ·----· --·--·-···-·- • - _____ ,_ NOTE: CONTRACTOR TO ADHERE TO SPECIFICATIONS FOR JEE. GREEN• ANO BUNKER CONSTRUCTION AS WELL AS GRASSING REQUIREMENTS.,. Fourth Avenue Corporate Center 1561 Fourth Avenue/Suite 200 -• San D1egei CA 92101 Landscape Arcnrtecture • Planning ENGINEER OF WORK OLSON ASSOCIATES 3070 BRJ-;roL Srurr, Surtr 460 CoST.-\ MESA, c~uFORSfA 92626 7H' 6-n -665-1. • "3/'ui• r I . '. i ,,, -r, ( x..__...,---~ -~ b?' (/) fJ1 j CF) £J./:? I ~ ~ E <::{ _;<,-fi Ir---rcR Pt.ow f=l~t-k;,\ Gtw t-lD0-,,f=~ ,-·n---iect... s Tff.Jt;A.L IQ? Ar--l -·~-.. ,.,. , ... ., SCALE FEET I J 0 40 ' . ~-'VB ~ 80 160 240 AVIAAA GOLF COURSE PLANS' PLANTING PLAN. GOLF COURSE HOLES 1 2, 1 3, 14, 15 & 16 AVIARA t---+--+--------------+---4----l-----11-=-AR-=-£P_P_"_o_v_E_D_: -'--------- . CITY ENGINfE" DATE . I · CLARENCE O. OLSON DATE R.C.E. 24952 12/31/89 EXP. DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION SHT. NO DATE INITIAL CITY APPROVAL OWN !lY•----l (;Ht<D IIY, ___ , FIELD IIIC, P"OJECT NO JI \ ., ,, .' 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C+\ZAN\A __ 75o/o , _ p-A-1S . -_ --PLA'!--lT ~ t21 o"c.-(~-~ ---------·-------.:_ --· ----------_-:i·J.i,: 'DP.·· ~i-,-r,rl,Acr-,, 1;, .1_, A:::l lr-,c:b ,?r:::.._q,----· --··-t::::::1--x-~·----· t;,1--A 1..h-· -·1o!'/V t-br1=:-~;t'\ --·- -_ _ _ _ _ _ __ _ _ _ -:-. _______ . _ _ _ _ _ .\J"l'i il'""ll _ ~-E-,-'--4',,J, ~~~ _ -~1..,_ -·_ -----Fi..--s+,._,--. _ -r L.t-'sl"I I (!., u ..__..,_. ii-____ -_ _ '.) __ _ -~---· -····-··------------------- J ) j ENGINEER OF WORK ' lfYl91{0SJ3EIJ MIX /12 . Jt0~C.Mjj.C6L__Sl3.Uf2Jj_~MU Alyssmn ·carpet of Snow A rh11ll1s JJ ucdn • AlriplcA :Sc;nihaccala Ccanofhus Cya1tc11s l\11cclia Califurnic.i Eri11g1111i11111 l'ascit:nlalum Gn,.ania IUms lnl.cgrifolia Rihcs :i11cdos11111 J2H--{c.H5L 1'TPUM ~, : The fvllowi11g~1rn1t::rii1I:> hl!i11Lltc_i.1Llli.c-1lli,A.; , Mnld1 -Comvch l'ilv." '· llimk:1· .. Ten.a Tac UJ l'c1li1i1.cr Ui-6-K ' ~,,' '. " n,11. ' I lb. 15 lbs. 1 tbs. . Z lbs. :10 lhs. S lb. Z lbs. - 2 fbs. ~' '. \ 1,200 fl,s./nc:rc ,~o 11 .. ,1.crc ~on ll»./:1crc -' '' ' • 1/--N~ CO!--!~ ~¼J_ et ~oleU= , _ ~ fV..N.n NGr Tf2-EE.-e, $ 'bf-+~B:::>. ow1....ie:z._ TO , Pf'ov'lt:;E. ~5 11 ~e-:>. 'oFF ~ -' tf ~FlcATfCN5 . , --- I-AN~ c61,rrF/4C,t:f<.. SHALL ~re ANo INST:N-L fl.Ar~ll.E.~~,.4..ID-F~- ----5EF-D Mix$ '55:e ~r=-,~nor-J-:;:. • • lo 0- OLS0:'\ ASSOCIATES IS6HE8£TI CITY OF CARLSBAD ISKCl:TII [NGIN[Cl'IING DEPARTll[NT 108 t--+---+--------'-----J-+----1--~ I Fourth A11enue Corporate Center 1551 Fourth Avenue/Suite 200 __ San Diego, CA 9210~ / Landscape Architecture • Planning --AVIARA • I ' 3(00 B;:__: ~OL STRE ~. S:.:rr; 14&0 (O$'T.J, \[~)\, C.,trFV.:t.,:!.>.. 9:':>~6 CLARENCE 0. OLSON DATE R.C.E. 24952 12/31/89 EXP. DATE DATE fHITIAL ENGINEER OF WOM REVISION DESCRIPTION SIIT, 110. DA 1E INITa&L C:rTY APPIIDVAl A VIAAA GOLF COUASE PLANS PLANTING LEGEND & NOTES J ,,, • I - • ' ' " ... 'J .. ,. ; ) I ,• ( ~- •e, •. 10 fl• 1·-+· j'. '1. . . f'l-AHfU--1 t, · t,l<I D . . . . . . . . . . ,---;-. • . • • • • . . . -{-. ti . . . . I 'C,' I I' ' ·' (;;\ DETAIL -GROUNDCOVER PLANTING ~---- I • \ ! I P\..AI-JTING Pli5 NIN t:>IM I GAL. CON'TAINl:'.R-I B' 01''..EP X Vr':p!A. 5GA L. C ONTAJ NE!'<. l4 '1 t?E' E. F X 30 t?IA. 156Al.-.C.ONTAINl:-1"' 3011 DC'C:r'>< 3b"t?IA. 5HRI.Je, 51..0FC:. W'/fT. • I ' % (i')m T1-'t'C'c-;JR.6 101 Li.LC ' l3. 8----® DETAIL SHRUB PLANTING @DETAIL TREE STAKING & PLANTING Fourth Avenue Corporate CenteF , 551 Fourtl'I Avenue/ Suite 200 _, San Oii990. CA 92101 Landscape kchrtectu<e • P!am,r,g I AVIARA .. ENGINEER OF WORK I OLS0>! ASSOCIATES . ... ~-~ --:>'T,U 8:::,:-:::,t, 5-;'il!IT, Si:rr.: 4~0 -(o,rr, ~f! 5 ,. C.,~rF•.Jil'-1.~ 9:6':i; 7!..; ~1-60.3-: CLARENCE 0. OLSON DATE R.C.E. 24952 12131/89 EXP. DATE ' --·-·-· . -. ·- .... "i' -o'' 1.-1;.r--1c11·H \\/HITf- otJ~lt-At... 'rtJl'.JINt'.j t?VE-R \VIRf.-/fYf.) . -~-Kl;.~. l'v? ~• F'IPt, wj ,4 ' rvt 0'-.lllH r'I pi t1 t,:J., T r:. DATE . o· . I . INITIAL ENQINUR DF WOM - -----f[.A';flt, -~ --?1tJY A!> l,t::-4!Jll<l:-P 10 :'.iJJl'f'.:,r--r ·nu:.r:.. (;,-Kl:-•'\LIIKf...17) ___ _::V,__-· -'I, ~ ZA' MIH AN;J~NJ7 1vv r ~.r-J.-. -TREE PLANTING & GUYING • . DATE erlTIAL REVISION DESCRIPTION 9Kf. "°· CtlYA-AL • I \ \ I, I ' 1d16IP.<:1 1•sE9T I CIT·V OF CARLSBAD IH f'l'!I 1 ,-8 [NGINl[l'IING DEPAIIIT•[NT . r AVAIRA GOLF COURSE PLANS PLANTING DETA1LS ' ' . l""PIIOV[O: I -' CITY l:NGIN[[III 11!1' RE. OWN.8Y, I PIIOJ[CT NO. ll 9or:s LI CttK0.8Y: fl[LO 8K, L-7 .,