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Home My WebLink AboutDWG 288-6L; CT 84-41; ALGA HILLS; 01-27THE FOLLOWING GENERAL NOTES ARE PI\IOVIDED TO C31VE DIRECTIONS TO THE CONTRACTOR BY THE: LANDSCAPE ARCHITECT OF WORK. THE CITY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE l>JOTES AND THE CITY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. NOTES ARE DIRECTED TO THE WORK OF THE LANDSCAPE CONTII\ACTOfl UNLESS N<>-fS>:7 ON PC.AN">. 2. WORK NOl IN I ENDED TO BE UNDER LANDSCAPE CONTRACTOl;l'S C~UMeT: A. N.I.C. -NCH lN CONTRACT B. BYOTHERS C. EXISTING 3, CONTRACTOR SHALL VERll'Y WITH ·LANDSC·Al"E ARCHITECT !fHllff Pt.ANS ARE CURRENT AND APPROVED 6. WORK SMALL BE IN ACCORDANCE WITH THE. Rl!:OUIREMENTS OJ THE.CITY OF CARLSBAD. 6. THESE LA"DSCAPE AND IRRIGATION PLANS HAVE BEEN CHECKEiD <'INLY FOR COMPLIANCE WITH THE REQUIREMENTS Oil' Tl-IE GRADING ORDINANCE. THE ENGINEER'S SIGNATURE OR APPROVAL DOES NOT CONSTITUTE 4PPROVAL OF ADDITIONAL LANDSCAPE AND IRRIGATION WHICH IS NOT COVERED BY THESE REQUIREMENTS. ANY ADDITIONAL IRRIGI\.TION SYSTEMS, OR AL:fERATION THERETO, WILL REQUIRE !lUILDING DEPARTMli:NT CHECK AND APPROVAL. · 7. THESE i;>L.&lNS ARE !IASED ON IMPROVEMENT PLANS BY RICK Et>mlNEERIN<'l DATED 6 APRIL 1988. $. THE OWNeA 5HALL f'ROVIOE' A COPY Of THE ENGtN•EERING SDll..S REl>Of'IT BY lll,"9: CON DATED r-:1,1>;,a,2!, t<qllf! TO THE CONTRACTOR WHO SHALL _BECOME ~AMILIAR WITH THE REPORT'S RECOMMENDATIONS PRIOR TO BEGINNING ANY WORK. THE CONTRACTOR SHALL COMPLY WITH THE REPORT'S RECOMMENDATIONS AS THEY RELATE TO HIS WORK. 9. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY AND/OR RlilQUl!I\EC, PERMITS AND PAY ALL RELATED FEES AND/OR TAXES REQUIRED TO INS'f'ALL TH•E WORK ON THESE PLANS, 1 O. THE Cdr<Jfi'!ACTOl'l> SHALL 1311! APPPIOl"RIATE~Y LICENSl!!'D Al, FliEMJM!l!Hl BY THE STATE IN WHICH THI" WOR'k l'AKES PbACE. 11. A ISEPAA/ITE PLUMBING PiERMIT ANl!J INSPEl!!i'ION WILL l!IE REt):LIIRED F'ROM THE BUILDING INSPECTION DEPARTMENi FOR Tl-IE INSTALLATiell:,I OF IRRIGATION SYSTEMS SHOWN ON THIS DRAWING 12, PRIOR TO INl'l"IATING ANY PHASE OF THE IRRIGATIC>N INSTALLATION, THE CONTRACTOR SHALL VERIFY EXISTENCE, SIZE, AND LOCATION OF ALL RELATEC UTILITY SERVICES AND METERS /\ND NOTIFY LANDSCAPE ARCHITECT OF AN'v DISCREPANCIES, 13. THE CONTRACTOR SHALL SUBMIT A SCHEDULE OF WORK, TO BE APPROVED BY OWNER AND LANDSCAPE ARCHITECT, PRIOR TO BF.GINNING THE PROJECT. ALL WORK SHALL BE IN ACCORDANCE WITH SAID SCHEDULE. 14, 'lHE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT F"RIQB TO BEGINNING THE WORK AND SHALL BE RESPONSIBLE FOR COORDINATING WITH THE OWNER, LANDSCAPE ARCHITECT, GOVERNING AGENCIES AND OTHER TRADES. 15. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY ERRORS, OMISSIONS OR DISCREPANCIES IN EXISTING CONDITIONS OR WITHIN THE PLANS PRIOR TO BEGINNING THE WORK. IMMEDIATE NOTIFICATION WILL BE GIVEN TO Tl-IE LANDSCAPE ARCHITECT SHOULD SUCH A CONDITION BE DISCOVERED. 16. MATERIAL SHALL BE NEW UNLESS OTHERWISE SPECIFIED. 17. THE CONTRACTOR SHALL, IMMEDIATELY,UPON BEING AWl,RDED THE CONTRACT, MAKE ANY ARRANGEMENTS NECESSARY TO INSURE THAT ALL MATERIALS, CONNECTIONS, AND SUPPLIES WILL BE AVAILABLE WHEN NEEDED FOR THIS PROJECT. 18. ADDITIONS AND/OR DELETIONS OF MATERIAL AND/OR LABOR SHALL BE MADE AT UNIT PRICES ESTABLISHED WITH THE OWNER PRIOR TO BEGINNING THE WORK. 19. NO.ALTERATIONS WILL BE CONSIDERED FOR ITEMS SPECIFICALLY CALI.ED FOR ON ,~E Pl.AN'<>. 20. DETERMINATION OF "EQUAL" SUBSTITUTIONS SHALL BE MADE ONLY BY THE lp.~M f'" A"""'1 rTi!PT-. 21. LANDSCAPE ARCHITECT SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE OF ANY SITE OBSERVATIONS OR MEETINGS. 22 SITE OBSERVATIONS AND MEETINGS SHALL INCLUDE: A. PRE-CONSTRUCTION B, LANDSCAPE GRADING AND SOIL AMENDING C. LANDSCAPE CONSTRUCTION D, SPOTTING OF SPECIMEN PLANTS E. IRRIGATION PRESSURE AND COVERAGE TEST F. PLANTING AND/OR HYDROSEEDING G. PRE-MAINTENANCE H. POST-MAINTENANCE (FINAL) NOTE: "LANDSCAPE" SHALL REFER TO ALL IMPROVEMENTS WITHIN THIS SET OF DOCUMENTS THAT HAVE BEEN DESIGNED BY THIS OFFICE. 23. Sl:rE OBSERVATIONS BY THE LANDSCAPE ARCHITECT DURING ANY PHASE OF THIS PROJECT DOES NOT RELIEVE THE CONTRACTOR OF HIS PRIMARY RESPONSIBILITY TO PERFORM ALL WORK IN ACCORDANCE WITH THE PLANS. SPECIFICATIONS AND GOVERNING CODES. 24, CONTRACTOR SHALL BE BACKCHARGED FOR LANDSCAPE ARCHITECT'S TIME WHEN OBSERVATIONS ARE CALLED FDR AND IT IS FOUND THAT THE WORK IS NC>T Sl.GNIFICANTLY READY UPON OBSERVATION OR APPOINTMENT IS NOT KEPT. TIME WILL BE CHARGED ON AN HOURLY BASIS, PLUS TRANSPORTATION, FOOD AND LbDGING COSTS, IF ANY, AT THE THEN EXISTING HOURLY RATE FOR THE PERSONNEL PROVIDING THE OBSERVATIONS. 25. THIS FIRM DOES NOT PRACTICE OR CONSULT IN THE FIELD OF SAFETY ENGINEERING THIS FIRM DOES NOT DIRECT THE CONTRACTC>R'S OPERATIONS, AND IS NOT RESPONSIBLE FOR THE SAFETY OF PERSONNEL OTHER THAN OUR OWN ON THE SITE; THE SAFETY OF OTHERS IS Tl-IE RESPONSIBILITY OF THE CONTRACTOR. Tl-IE CONTRACTOR SHOULD NOTIFY THE OWNER IF HE CONSIDERS ANY OF THE RECOMMENDED ACTIONS PRESENTED HEREIN TO BE UNSAFE, 26. PRIOR TO THE ACCEPTANCE OF HYDROSEEDED AREAS BY THE CITY RESIDENT ENGINEER, A CERTIFIED REPORT MUST BE SUBMITTED BY A REGISTERED LANDSCAPE ARCHITECT FROM THIS OFFICE STATING THAT HYDROSEEDING WAS !)Ot~E' f,CCOF'DING TO THE: fl"4)0CT 0ft::Glfla"-,TION"2> A.ND Ti-P'-T ITS eFONl"rl 10 AOE'6/Uf\. TEL'f E:"Cc>lA-BLlc~HE-IJ 1b ff-f:VE"~ 1 E.fO":>k?N. .)., It; -.../ I '-._/ ~'{' 1--,'f I !? I <.., / '{' ·✓ \~ 0 I I CLIENT: 0 0 0 cfil [Fi]@ @[f □ @©cfil □@[Fi] <-.-<J --. ------I) oAO ---------f, ~G.6,. ~ - ' ~-d:=a=!.:--~-....... . ~ ......... . C-O,<;"]-.,<J Y.<J.( l,2r /J1yl)- . "' □ ® [Fi] NORTH tt) LL] J-, ~ U) w THE, FIELDSTONE COMPANY 0 2ffl et, E:!D: :11@MITIAL '?il:'46 IQIIOYM' llY Wt"dtrrN- ... ~~;.::a;-----1 r.eat:rlOY eec IIY fll Jr:tl ):ITbL 12; D~C,~€, 00 S1J§N)ttu¥c 2 ~ ss 1" Q§(.-2? qr:< svw:cttAL: .,__75M.:;:.,~E::.--1 21 M'E:: fl'! f'.'112 ~IW!U4k ~¥8~0 t::>W bM.i.N M1NfMl'e db cteweese • burton , associates llv«)5(fft IIACHTKT\Jllf & PININIHC, l:lO!l (/WU) DEL 1/M DEL NM. CIUOWA 9201~ t,19/453-1371 en □ D CFiJ 0 .sht. no. sheet description/ 1 GENERAL NOTES & TITLE SHEET 2 .IRRIGATION DETAILS ,.3 IRRIGATION DETAILS NOTES & LEGEND 4 IRRIGATION SPECIFICATIONS 5 -13 IRRIGATION PLANS 14 PLANTING NOTES & DETAILS 15 PLANTING SPECIFICATIONS t----=-1--=6 __ ~H Y.:..:D::..:..R;,;::,OS EED ING SPEC I Fl CATIONS 17 -25 PLANTING PLANS 26-2 7 CONSTRUCTION DETAILS ENGINEER OF 'M:>RK DRAWN BY: DESIGNEO 8Y0 CHECKEO BY, APPROVEO BY• PRIVATE CONTRACT I SH;ET I CITY OF CARLSBAD ENGINEERING DEPARTMENT ~ lE_J GENEB81,, NQTJ:$ ?o-TLT1E SHE:ET FOR: CARLSBAD TRACT CT 84~41 ALGA HILLS !APPROVED: RE: DWN BY: CHKD BY: FIELD BY· c1Tv ENGINl!ER PROJECT NO. CT81--41 DATE: SCAL!S: HORZ: VER· DRAWING NO. 288-4,L .....---------CIUIOK C~IM!I Wlt.\11 til!AS$ NfP'PLIS -..------~-----~ 1111'\ASS NIPPLE IIIOll.; ALL iiil!ASS SH•ALL 8E FIED Fl1'1A$19 PROVIDE CAP WITH VINYL COVER CAI" TO BE l!LACK IN LAWN AREAS AND YELLOW IN SHRUB AREAS. ulck cou LOCl{IHG OOOPl----.....01 0 AHCHOPI SOLT$----, 120 VOL t l"OWl!!JIII TO CONTROLLER NOTES: +--1' 6" ---+, valve 1ot-r.:=:,-;;:: r.:;:,rr,..--l'll'JltH·IIMIM! 'VALVE TO BE'Motltffll!l 112" ABOVE FINISH GRADB IN LAWN AREAS AND 3" ABOVE FINISH GRAD.E IN SHRUB AREAS. t-------lll'l'IASS Nll"P'LI!! SIN VIEW -P--.----l'JOUFILE l!!FIASS $Tl'Hl!l!T l!L.l!!J0\¥91 CLASS 315 P.V.C. MAINLINE WITH 18" MINIMUM COVER +----1".VC. SxT ELBOW OR SxSxT 'TEE' --M0UMT MIIO ltlltTAt;L ~STAL ANO CONTROLLER PER MANUFACTURES REQUlf'IEMl!!NTI. PROVIDE TWO SETS OF KEYS TO O'l'l'N!! .---CONCRETE FOOTING FINISH GRADE eo• SWEEP l!LiL OHAIE PIN! FOR CONTROL WIRES HIGH VOLT ACM!: POWER TO CON'l'l'IOLLl!!A 19"1' OTHl!!PIEI (LOW\tOL TAO! CONNECTION 9V IPll'IIOATIOM CONTRACTOR). • · ALL OIRECT BUFl'IAL WIRE SHALL l!IE 800 V., U.F., U.L. APPROVEO. 14 GAGE MIN. PILOTWl'FIIE. 12 GAGE MIN. FOR COMMON GROUND RETURN WIAa E. pedestal mount controller fr ------MANUAL ANGLE VALVE WI ATMOSPHERIC VACUUM BREAKEl'I ----ATTOPOFSLOPE +=:::::~;::::.::==R!!J-l'!OTTOM OF SLOPE ---SPRINKLER HEAD t----P.V.C. LATERAL --TOP. OF SLOPE PLAN VIEW 12··---------t SPRINKLER HEAD MANUAL VALVE FIN. GRA E_ ,.....,._ SWING J01NT ON UTIEl'l,t,L 2-90• ELLS AND 1.3· Nll"l"LI +---TOP OF SLOPE ATMOSPHERIC VACUUM BREAKER AT TOP OF SLO,t "'<l!. &? Nll'T'Le NC>TI!: ALL PIP!S SHALL Ill! HOl'IIZONT AL. 'clt\ IX! t-lt'fl OR l"ERl"ENDICULAR TO SLOPES SECTION MAINIJ B F. FINISH GR.ADE 1" BELOW ~-------------~--. VALVE eox TOI" IN Ll,Wl'II AREAS & 2" IN SHRUB AREAS ~-------_ 11-0CKEOTl'ILIE UMl0tol !!!ALL VN... VE 1-----------,--,-,. ---IIIWMllNE . CONE (;O\M 0, llltlCK -----------~---:. (TO SEY VALVE eox ~) _,,.. t'H. y 01111!! Wl.'11! PEPI IIOX ball valve lt&f.,.. I ' I i I ----l'INIIHIMWJE· ►-----ANTI-Ol'IAl'N VALVE ------1/2" SCH.110 IIVC NPl'l• .....,----1,r M4111U!l(~ IU. i--...---•· . .._ .. 111" PVC THREADED ELL ~r---•1,r IOH. IO fl'VC ~LI ' . •· . .. ' 112" MAl'IL!X STADT l!LL PVC l'ITTINO AS Nl!:!OB) ----PVC LATEIW. LINE head swing folnt assembly ,:.::·~, ~J.C;:::;ab~7-r-e."l"ll'!!lll-::-r•r.:.: "-r,1u1 .,.,,. G-4U·.iU.TI Al ~1-111""1-!.':,, ~11'TI~ F'IF"~ --~ou~te ~v1c.e. .Lli-1._. 1'11Pf,j:_~~--. t,,T l"l.4::.. __ .._,i;'..J-!. ~ e!aL..L... -rv. 1-1>-1µ _- 11\EOIJCEO PAES!U1'1! BACKFLOW PREVENTER---➔ +---"------BRASS Nli"PLl! ..-------BRASS UNION -----BAASSE~ Bl'IA!S UNION BRASS ELL .,._ ,,, .. '" .~ .,.,., .. J wm-t LOOSE KEY CLEAN OUT-----+ -"---BRASS AISERS-----------4 l~--.----SRASS NIPPLE---------.f;;.;:t-hm . :a-+---12" SQUA::1E C_ONCRETE THRUST ElLOCKS--t-"- ~+--BRASS ELL --------'----t-.4 ..__...,..._, FINISH GFIADE --· ----·FEMAL~ ADAPTER------------ G. P.V.C. MAIN (l'OVALVES) 1. NO CLOSE NIPPLES.TO ee USED' .. . 2. PAINT ENTIRE UNIT WITH 2 COATS Fl.AT BU.CK ENAMEL 3. PROVIDE LOOSE KEY FOR CLEANOUTVALVE .• 4, PROVIDE LOCI< (WITH 2 KEYS) ANp CHAIN TO SECU.RE GATE VALVES 5. ALL TEES, ELI,.$, AND NIPPLES .SHALL BE RED BRASS ' . . ' red.· . .re·ss.· backflow reventer ' :i ~ • co ~ • • • (\I ~ .. . ... ---STREAM ROTOR HEAD . D I ,.......-..t ... --GALV. STRAPS-USE CLAMP TOOL 'FAST LOCK', .. 112" ¢) x 30" 0.1.P,-◄ EIIUl~llll/::.: /Ill 'PUNCH LOCK' OR EQUAL 1/2" SCH 80 PVC NIPPLE r FINISH GRADE !!5::11/($11 e:I. K,3'£ i 1111 .,...... __ 1 /2" FLEX NIPPLE MAxFA "EXCALIBER" (BROWN), "EXTRA FLEX" (WHITE) IS NOT APPROVED ---PVC SxSxT TEE °c)R SxT 90° ELL stream rotor shrub head flex ri!,er assembly VALVE eoxw1 LOCKING LIO------------+ FLOW CONTROL WI STAR HANDLE------ 12" DIAMETER LOOP------➔ PEN·TITE WIRE CONNECTORS---➔ FINISH GRADE 1" BELOW VALVE BOX TOP !N)AWN ANO 2" IN SHRUB P,V.C. LATERAL (CLASS 200) ---+- P.V.C. MALE ADAPTER------. UNION (PVC),~----------+ BRICK--------------+ PEA GRAVEL------------...., --......,1+----MANUAL OONTl'IOL l'ET-OOCK i--c-1-f----U1'!!0l'I (PVC) ,......,, .... ' . .· - ~h:---\:'.f'.V.C. SCHEVNll"PLE,; . ',. \ P.V.C. SxS ELL ,c--..__./c_, P._~-.C.,SCH 00-~l~PLE-; o==.i..-·P.V.C. TEE OR ELL P.V.C. MAIN (CLASS 315) OR "' SCH 40 WI 18" COVER -----1".V.C. MALE ADAPTER NOTE: SET VALVE BOX ON ONE COURSE OF BRICK. ONE VALVE PER BOX. D. remote control valve I P.V.C. MAINLINE BELOW GFIADE . . .-------MANUAL ANGI.E VALVE WI ATMOSPHERIC VACUUM BAEAKEFI -----AT TOI" OF SLOPE ,~=~~:..::;s;;;,:~--TOP OF SLOPE SPRINKLER HEAO SWING JOINT ON -1----LATERAL. 2·90° ELLS ANO 1-3" NIPPLE ---.. P,V.C. LATERAL ..._.;~-:::::~~::-:::::::1!:§l.~BOTTOM OF SLOP! ---TOP OF SLOPE .....,.MANUAL VALVE WI VACUUM BREAKER PLAN VIEW P,V.C. LATERAL.-------, 12·-----------, Sl"l'UNKLER HEAO--t FIN.GRADE • H. slo e irri ation NOT!: ALL F'IPES SHALL Bl! 1-iORIZONTAL OR PERPENDICULAR TO SLOPES SECTION rivate lots) ENGINEER OF V.ORK DRAWN BY: DESIGNEO 8Y: CHECKED 8Y: Al"Pl'IOVEO IS'I'• PRIVATI! CONTRACT .K. mainline at house I /1 ,,L--, Gf-! "' D I ~,f"".T,;;... I ' n '-''""'-"',.__i,,,~ -··, _J.,j A-,.., 1 sH;Er I rn:J CITY OF CARLSBAD ,z.;o~e,e: /c,,oec.00,,,, , , , '"' .,_,.;;Dfif..;.;.:;;E _ _, ;ZI AIT 1>"1 C'!!~ "-'WOMITJA I II .JNJ.~o db deweese • bu/ton , osscx:lotes . V'I-IOS(APE MCttTKT\NIE & Pl/lM\WG l:IOI' (PJvW:J Cll:, MM OU MM. Cf'l.lfCllNl'I Qi014 Ni (7 F ,:-,.-, -· ~·_..rt_ ~ ":"' @r=-.0..1,, ..,i,a I -.:;., .,.-l.J Ai::) ~I , __ _,/;..JI I~~-~ '""-"" <' ..:.~..u © V,.:...L.vr-.,i .::.,y,!"'-J ' ENGINEERING DEPARTMENT 7 IRRIGATION DETAILS FOR: CARLSBAD TRACT CT 84-31 Alf"'AHIIIS !APPROVED: I DATI!: ~iTY IRIIAlll!I SCALl!S: RI: HORZ: DWN BY: PROJECT NO. VICII• I. 619/4!;:1,7371 slope irrigation (private lots) J. p.o.c. at private lots J;t1 PAwrDfifE _ ____:;.,,;;.;;.~-----'■=.:.--=----.:...... __ _;_ ______ ...J..==~;;:;;;;;;=======:::_..::::::::::::::::::::::::::::::::::=================..1 DRAWING NO. CHKD BY: CTB"'/-4 I DATE BY REVISIONS APP'D FIELD av, Z.€38 -(pL "·'·"-'"' THE FOLLOWING IRRIGATION NOTES All\E PRO\ll'l!!EO SY '!'HE LAN'l''.>'SCAF'E MIIOHIT!!CT TO tll'l'VE 'll>l'PIECTIOl'le TO THE CONTRACTOR. THE illY ENGINEER'S SIGNATURE ON THESE PLANS DOES NOT CONSTITUTE APPROVAL OF ANY OF THESE NOTES AND THE .Q.!IY WILL NOT BE RESPONSIBLE FOR THEIR ENFORCEMENT. 1. IT IS INTENDED THAT THE CONTRACTOR SHALL CONSTRUCT, ASSEMBLE AND INSTALL SYSTEMS IN A SATISFACTORY MANNER, ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS, COMPLETE AND FUNCTIONING PROPERLY IN EVERY WAY, LEFT READY FOR ITS INTENDED USE AND/OR OPERATION BY THE OWNER. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO PLANT MATERIAL DUE TO SYSTEM FAILURE DURING INSTALLATION OF PLANTS AND MAINTENANCE PERIOD. 3. CONTRACTOR SHALL CHECK ALL SITE CONDITIONS, AND VERIFY THE EXISTENCE, LOCATION AND SIZE OF UTILITIES AND SERVICES PRIOR TO TRENCHING. 4. PRIOR TO BEGINNING WORK CONTRACTOR SHALL VERIFY WATER P'RESSURE AT EACH METER AS SHOWN ON PLANS, AND ALSO VERIFY MAIN LOCATIONS AND SIZES. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. $. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WOPIK WITH OTHER TRADES. 6. CONTRACTOR SHALL COORDINATE WITH OWNER AND OTHER TRADES TO HAVE POWER AVAILAl!ILE TO THE CONTROLLERS WHEN NEEDED. 7. CONTRACTOR SHALL BE RESPONSl!ILE FOR SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC., UNLESS OTHERWISE NOTED. S. POINT OF CONNECTION (P.0.C.) SHALL BE AS SHOWN ON PLANS. S. CONNECTIONS FROM MAIN SUPPLY LINES SHALL BE MADE HORIZONTALLY. 10. NO CLOSE NIPPLES OR CROSSES SHALL BE USED. 11. CONNECTIONS TO POLYViN'.'L CHLORIDE OR ASBESTOS CEMENT PIPE MAINS SHALL Ille MADE: HORIZONTALLY. --· .. .. . . 12. PIPE DOWNSTREP:M OF CONTROL VALVE SHALL BE AT LEAST ONE PIPE SIZE LARGEF'I THAN VALVE SIZE UNLESS OTHERWISE NOTED. 13. PIPING AND P.V.C. ELECTRICAL SLEEVES (P.V.C. SCHEDULE 40 WITH N0.12 PULL WIRE) UNDER EXISTING OR FUTURE PAVING SHALL BE INSTALLED, (24" MIJ\\IMUM BELOW PAVING EXCEPT 18" FOR IRRIGATION LATERALS), PRIOR TO PAVING OR REPAVING, AND EXTEND 2 FEET OUTSIDE EDGE OF PAVING. NO TEES, ELLS, OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING. PERMANENTLY MARK PAVING '\ WITH "E" ON BOTH SIDES OF CROSSING. SLEEVES SHALL BE A MINIMUM OF 2 TIMES THE DIAMETER OF !_:'.. • \_~ PIPE TO BE ENCLOSED OR, FOR ELECTRICAL SLEEVES, LARGE ENOUGH FOR ALL WIRES INCLUDING AT -,k· LEAST 2 SPARE WIRES. -0------.._ . .. _ .. • -,/•,.--'\ . . ... -., ~4 ' PRCiVIDE THRUST BLOCK; AT ALL:NGLE ~DINTS FOR WA-;:,R MAINS 11k"AND LARGE~. PE~ .cJIY ) l. ____ .ENGINEER .. , Q_.-~/"· __ .. •\.-\ ___ . ____ ,-"-' ..• _ •. , __ _. ... ·· .. ~ .. ) 15. ALL PRESSURE PIPE, POLYVINYL CHLORIDE OR ASBESTOS CEMENT, SHALL HAVE THE CORRECT SIZED CONCRETE THRUST BLOCK INSTALLED AT EVERY ABRUPT CHANGE OF ALIGNMENT; AT GATE VALVES, AT TEES, ELBOWS, AND AT ENDS OF. PIPE RI 101<:-nci WHEREVER THE ENGINEER DEEMS ONE TO BE NECESSARY. . . 16. PLANS ARE DIAGRAMMATIC AND APF'ROXIMATE. VALVES AND OTH'ER IRR•IOATION EOUll'Ml!:NT SHALL l!lE LOCATED IN PLANTING AREAS. PIPING SHALL BE LOCATED ALONG THE INSIDE EDGES OF PLANTIN(S , AREAS EXCEPT WHERE NOT FEASIBLE TO DO SO. 17. CONTRACTOR SHALL PAl!'-lT BACKFLOW PREV1:NTOR ASSEMBLY FLAT BLACK AND LOCATE IT IN A SHRU!I AREA, AS APPROVED BY LANDSCAPE ARCHITECT. . 18. PLANTS 24" BOX SIZE AND LARGER SHALL BE PLANTED BEFOAE MAINLINES AND LATERAL LINES AJI\E INSTALLED, 19. VALVES SHALL l!lE MANIFOLDED TOGETHER WHEREVER 1"0$$l'l!lLE. LOCATE VALV1ES IN SHl'IUl!I PLANTING AREA WHERE POSSIBLE. VALVES SHALL BE SERVED BY AN UPSTREAM CONNECTION EQUAL IN SIZE TO THE LARGEST SIZE LATERAL LEAVING TH!' GROUP OF VALVES. 20. 21. PF'IOVIDE AUTOMATIC CONTROL VALVES WITH PVC UNIONS ON BOTH Sl'D•ES OF THE VALVIE, CONNECTIONS SHALL BE MADE HORIZONTALLY. 22. VACUUM Bl'IEAKERS AND ANTI-SIPHON VALVES SHALL B'E A MINIMUM OF 8" illl!lOV'E TH'E HIOH'EST H'l':AD OF THAT SYSTEM. 23. VALVE BOXES SHALL l!lE MANUFACTURED l!lY AMETEK (PIT #10-110-001 .-.ND COVl=R #10-173-004 OF! CARSON #1419-2B), ONE VALVE PER BOX. LOCATE IN SHRUB AREAS WHERE POSSIBLE AND GROUP TOGETHER PARALLEL TO EACH OTHER. SET BOX 2" ABOVE FINISH GRADE IN SHRUB AREAS AND FLUSH IN LAWN AREAS. INDICATE ON LID THE IDENTIFICATION NUMBER OF THE VALVE AND CONTROLLER CLOCK. LETTERS SHALL BE 3" HIGH, 1/2" WIDE AND BURNED INTO THE LID WITH A SOLDERING IRON. \ "" 24. ADJUST PRESSURE REGULATOR TO ACHIEVE 10 P.S.I. MORE THAN THE MINIMUM HEAD OPERATING PRESSURE FOR EACH TYPE OF HEAD AT THE HIGHEST SYSTEM AND/OR HIGHEST AN_D LARGEST.SYSTEM. SEE IRRIGATION LEGEND FOR LOWEST OPERATING PRESSURE RANGE OF EACH HEAD. 2S. PROVIDE ALL PRESSURE REGULATORS WITH _5;,___ RANGE SPRINGS. CONTRACTOR SHALL ADJUST FOPI PROPER OPERATING P.S.I. OF HIGHEST AND/OR LARGEST SYSTEM IN THE FIELD (SEE NOTE~). 26. GALVANIZED IRON PIPE BELOW GRADE, 'SHALL BE WRAPPED WITH 2" WIDE: CALPICO 20 MIL PIPE WRAP. USE 1/2" MINIMUM OVERLAP. 27. REMOVE BURRS FROM G.I.P. AND P.V.C. PIPE ENDS PRIOR TO CONN'ECTING OR SOLVENTWELD'ING. 28. USE SOLVENT MANUFACTURER'S RECOMMENDATIONS FOR CLEANING PIPE ENDS PF'IIOR TO MAKING SOLVENT WELDED CONNECTIONS. 29. FLUSH PIPE CLEAN PRIOR TO INSTALLING SPRINKLER HEADS. 30. REQUIRED AT EACH AUTOMATIC CONTROLLER. 120 VOLTS, eo CYCLES, SINGLE PHASE:, Pl!!ll'I MANUFACTURER'S REQUIREMENTS WITH APPROVED GROUNDING 120 VOLT POWER AND.CONDUIT TO CONTROLLERS PROVIDED BY OTHERS. "AS-BUil T" PLANS SHALL SHOW SOURCE OF ELECTRICAL POWER, LOCATION OF CONDUIT, AND CONDUCTORS FROM SOURCE TO CONTROLLER. 31. AUTOMATIC CONTROLLERS ARE PEDESTAL MOUNT. 32. CONTROLLERS SHALL BE PROGRAMMED SO WATERING WILL NOT INTERFERE WITH CONSTl'IUCTION OR NORMAL USE OF THE PROPERTY, CUSTOMERS AND/OR PERSONNEL. 33. DIRECT BURIAL CONTROL WIRE SHALL BE 600 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE RATED FOR DIRECT BURIAL APPLICATIONS, U F .. U.L. APPROVED. 14 GAUGE (MINIMUM) PILOT AND SPARE WIRES, 12 GAUGE (MINIMUM) FOR COMMON GROUND RETURN WIRE. WIRE COLOR CODE TO BE AS FOLLOWS: COMMON GROUND WIRE -WHITE. EXTRA CONTROL WIRE-RED. NEUTRAL, HOT, CONTROL OR PILOT WIRE -ANY ONE COLOR EXCE:PT WHITE OR RED, A DIFFERENT COLOR FOR EACH STATION IS PREFERRED. IIICK l!NG.nt■ COMM.NY CIVIL ENGINEERS : PLANNING CONSULTANTS : SURVEYORS 5620 FRIARS ROAD $AN Dlf;.GO, CALIFORNIA 92110 (619) 291 ·0707 3088 PIO PICO DRIVE CARLSBAD, CAl,.IFORNIA 92008 (619) 72~H987 365 S. AANCHO SANTA FE RD, SAN MARCOS, CA. 92069 (819) 744·4800 V;AL~I!! Mllll\ll!IJ!!llll 1 YELLOW 2 ORANGE 3 BLUE 4 BLACK 5 BROWN 6 PURPLE YAI..YE NUMP!ifB 7 YELLOW W/BLACK STFUPIE 8 ORANGE W/BLACK STRIPE 9 RED WIBLACK STRIPE tO WHITE W/BLACK STRIPE 11 YELLOW WIRED STRIPE 12 WHITE WIRED STRIPE 34. WIRE CONNll;CTIQII$: N•l!!UTPIJl.L, l"ILOT AN'O SPARE WIRES SHALL BE INSTALLl!!O WITH A 'MO FOOT (2') COILED EXCESS WIRE LENGTH AT EACH END ENCLOSURE. EACH AND EVERY WIRE SPLICE SHALL BE SOLDERED (USING 60-40 SOLDER) TOGETHER, THEN ENCASED IN THE W_ATERPROOF EPOXY OF THE "SCOTCH-PAC" OR "PENTITE" CONNECTORS. WIRE SPLICES SHALL BE MADE ONLY IN VALVE OR PULL BOXES. 35. WIRE BUNDLES EACH INDIVIDUAL CONTROLLER CLOCK'S CONTROL WIRES SHALL BE BUNDLED ANO TAPED TOGETHER WITH COLORED TAPE AT INTERVALS NOT EXCEEDING TEN FEET (10'). CONTROLLER IDENTIFICATION TAPE COLORS SHALL BE AS FOLLOWS: CONTROLLER COLOR CONTROLLER COi QR "A" BLACK "0" BLUE "B" RED "E" GREEN "C" WHITE "F" YELLOW se. TRENCH r1,:htl!Kf'f1, OIAl!'CT !!'Ul'IIAL WIRE$ SHALL 1!11!' r.lAJl1KEl'l WITH A OONTINUOU$ 'fll!LLOW COLOtol'!!O TRENCH MARKER TAPE PLACED NINE INCHES (9") BELOW FINISHED GRADE DIRECTLY ABOVE THE BURIED WIRES. MARKER TAPE SHALL BE EQUAL TO "ALARMATAPE" AS MANUFACTURED BY PAUL POTTER WARNING TAPE, INC. TAPE SHALL BE FOUR INCHES (4"0) WIDE. 37. TESTING: WIRING SHALL BE TESTED FOR CONTINUITY, OPEN CIJI\CUITS, AND UNINTENTIONAL GROUNDS PRIOR T0°CONNECTING TO EQUIPMENT. THE MINIMUM INSULATION RESISTANCE TO GROUND SHALL BE FIFTY (50) MEGOHMS. ANY WIRING NOT MEETING THI$ REQUIREMENT SHALL BE REPLACED. 38. WIRE CONNECTIONS: NEUTRAL, PILOT AND SPARE WIRES SHALL BE JNSTALLED WITH A TWO FOOT (2') COILED EXCESS WIRE LENGTH AT EACH END ENCLOSURE. EACH AND EVERY WIRE SPLICE SHALL BE ENCASED IN "SCOTCH-PAC" OR "PENTITE" WATERPROOF EPOXY CONNECTORS. WIRE SPLICES SHALL BE MADE ONLY IN VALVE OR PULL BOXES. 39. CONTROL WIRES SHALL BE BUNDLED WITH ELECTRICAL TAPE AT 5'-0" INTERVALS AN'D !!URIED l'!!'NEATH MAINLINE WHERE POSSIBLE OR AT THE SAME DEPTH AS MAINLINE ALONG EDGES OF PLANTING AREAS. 40. PROVIDE ONE SPARE WIRE FROM THE CONTROLLER TO THE FARTHEST VALVE LOCATION ON TI-IE SITE IN THE FOUR MAIN POINTS OF THE COMPASS. 41. CONTRACTOR SHALL ADJUST ALL IRRIGATION HEADS TO FULLY COVER ALL PLANTING AREAS AND NOT THROW ONTO WALKS, BUILDINGS, OR WINDOWS. 42. PROVIDE ANTI-DRAIN VALVE$ ON EACH RISER QB. IN EACH $F"RINKLER HEAD PEPI l'F'IRIGATION LEG•END AND DETAILS UNLESS ANTI-DRAIN VALVES ARE PROVIDED IN EACH HEAD BY MANUFACTUREFI. VALVES SHALL BE SAME SIZE AS RISER, AS MANUFACTURED BY VALCON, MODEL ADV-XS. 43. IRRIGATION SYSTEMS SHALL NOT SPRAY WATER ACROSS PROPERTY LINES. 44. WHERE ON-SITE FIELD ADJUSTMENTS TO HEAD SPACING OCCUR, CONTRACTOR SHALL U'SE: TPIIANGULAR HEAD SPACING, WHERE POSSIBLE. SEE LEGEND FOR MAXIMUM SPACING. 45. OBTAIN COVERAGE TEST APPROVAL FROM LANDSCAPE ARCHITECT PRIOR TO !"LANTING OR SEEDING. 46. CONTRACTOR'S MAINTENANCE PERIOD SHALLNQT BE TERMiNATED ~TIL THE FOLLOWING CONDITION$ ARE SATISFIED AND APPROVED BY THE LANDSCAPE ARCHITECT: Jlll!DUCl!D l'lll!Slll.JM! IACKPLOW JllllteVl!NTl!!l,.----- Pl'IESSUFIE Fll!GUU. TOR #500 YSBR---+. BRASS UNION-------. +---IVtllUNION . BRASS NIPPLI! BPIASS !LL BRASS ELI; 1 1 WILMNl.#¥11111 100 BPlONZI ITMINIIIII 'l ~.LOOI! K1!Y CLEAN OUT ::..::....-1111M1·111iHM------------- l~~-➔PIASSNIPPLE------------fiM:n" ,..,...--12• SQUAFIE CONCMTI! THIIU8T ILOCK:s-----+'t. -,,-L,o-1'"".W: F,.,o.J---IIPIASS ELL ----'----------1--"' -1---===--·FEMALE; ADAPTEFl----------'-_::==::..._i -------TO POINT Of CONNECTION P.V.C. MAIN (TO'VALVES) lilOffl: 1. NOOLOHNPPLR'l'O•l.9111 a. PAINT ENTIRE UNIT WITH 2 COATS JILl'I' IIUCI( -Ml!L 3. PIIOVIDE toOSE KEY FOR CLEANOUT VALVE 4. PROVIDE LOCK (W1TH 2 KEYS) AND CHAIN TO SECUPIE IM.L VN. Yl!S 5. ALL TElaS, ELLS •. AND NIPPLES SHAU. BE RED BRASS i "' Irrigation legend 6 6 0 EE, e ➔ E- ® INOICATES 6" POP-UP HEAD INDICATES 12" POP-UP HEAD INOICATES SHRUB HEAD ON RISER MANUFACTURER CHAMPION MOPE! Nl JMBFB 466 CHAMPION 300 CHAMPION 362 AAINBIRO RAINBIRD l'IAINBIRD KING BROS. IND. AAINBIRD ISQ SERIES WILKINS 500-YS ----SHPIUl!I HEAD to:►---ANTI-DRAIN VALVE ----112" SCH. 80 PVC ---FINISH GRADE ----1trl'U!X NIPPLE MAxFA "EXCALIBER" (l!IAOWN) 'EXTRA FLEX" (WHITE) IS NOT APPROVED PVC LATERAL PVC SxSxT TE~ OR SxT ao• ELL A. red·~ press. backflow preventer w/ press. reg. B. shrub head on riser flex riser assembly t :?lirl M'1CO:: f?! IN:1CIT>J- 1&1 trfe.L Ii D~. BB Cl · '=t,Jl'z!Y).IJlAL 1 ";16"'1'te I~ D&C. ,i '" ' ' I • ' ' •• 1--'DAT=_E_-I :i1 tre 99 CIP ?PO\'IJTI81 · l5MIN db deweese • MCl'I , otsodotes IIIN05Clll'f l'll'ICHTKlUW I ~l'fff«) llOt CIW#IO Ofl l#lPo OEl /-IN,_ Clll'OIWIA 91014 1)111(45!-7)11 BENCH MARK DESCRIPTION MANUAL ANTI-SIPHON VALVE AND UNION INSTALLED AT TOP OF SLOPE. MANUAL CONTROL VALVE AND UNION INSTALLED AT BOTTOM OF SLOPE. ANGLE ATMOSPHERIC VACUUM BREAKER AND UNION, SAME SIZE AS VALVE, INSTALLED AT TOP OF SLOPE 6" MINIMUM ABOVE HIGHEST HEAD OF THAT SYSTEM. ELECTRIC REMOTE CONTROL VALVE INSTALLED IN AMETEK VALVE BOX. REDUCED PRESSURE BACKFLOW PREVENTER WITH RESILIENT SHUT OFF VALVE. AUTOMATIC CONTROLLER..,. ♦14 .. 111 ell,.,- MOUNT PER CONTROLLER DETAIL. LATERAL I INE: CLASS 200 PVC WITH 12" MINIMUM COVER, 18" BELOW PAVING. (CLASS 315 FOR 112' DIAMETER.) MAIN! INF: PVC MAINLINE CLASS 315 WITH 18" MINIMUM COVER, 24" !.JNDER PAVING. E!>.,_,._,Tf'-1,.,.,L_. ~LE,lli\/cm. ":>LG&.V5. Zx 01At1. °I" F'lt""e. "t>L..v&bi<TWGol.-0 C'6.l"'!"'St::> 1!1>1'-11!" r,.;)'t. l"U TLJ,,._1!. Ll".8. C..X.•'!;f)N& WA~ '1•T'"""'- <;•i;. l"l..,:,,.N ~JC. <;.1-z,g. fb1 NT or G<Ot-lN &DJi""'N. PRESSURE REGULATOR WITH YS- lCOSTRAINER AND LOOSE KEY HOSE BIBB CLEAN-OUT. SEE IRRIG. NOTE FOR SPRING RANGE. MA~ll!I :\!!~£· l,z% I INDICATES VALVE SIZE INDICATES G.P.M. FOR THAT VALVE REMOTE: CQNIBQI ~~LllE: ~ INDICATES CONTROLLER AND STATION NUMBER INDICATES VALVE SIZE 0 INDICATES G.P,M. FOR THAT VALVE NOTE: ALL IRRIGATION EQUIPMENT SIZES INDICATED ON PLAN. MAXIMUM .sYM Mm. MODE:L NO DESCRIPTION ARC RADII JS $PACING .GEM f$J 1 . TORO 570-15-Q STAND. GAL. 90 17' 17' 1.2 30 2, TORO 570-15-H STAND. GAL. 180 17' 17' 2.0 30 3. TORO 570-15-F STAND.GAL, 360 17' 17' 4.0 30 4. TORO 570-ADJ ADJUSTABLE ADJ 15' 15' VAR 30 5. TORO 570-4-EST STRIPNOZ. 4X15 15' .e 30 6. TORO 510-4-SST 4X30 15' 1 .45 30 7. TORO 304-XX-01 300 SERIES 90 16' 18' .57 35 STREAM ROTORS &. TORO 308-XX-Ot " 180 16' 18' 1.14 35 If, TORO 316-XX-01 " 360 16' 18' 2.28 35 10. TORO 304-XX-02 90 21' 24' .72 35 11. TORO 306-XX-02 " 135 21' 24' 1.08 35 12. TORO 308-XX-02 " 180 21' 24' 1 .44 35 13. toro 31 O-xx-02 ' 225 21' 24' 1.110 35 14. TORO 312-XX-02 • 270 21' 24' 2 18 35 15. TORO 316-XX-02 360 21' 24' 2.88 35 16. TORO 304-XX-03 " 90 28' 30' 1.36 35 17, TORO 306-XX-03 135 28' 30' 2.04 35 18. TORO 307-XX-03 157 28' 30' 2.38 35 19, TORO 308-XX-03 180 28' 30' 2.72 35 20. TORO 310-XX-03 " 225 28' 30' 3.39 35 21. TORO 312-XX-03 " 270 28' 30' 4.07 35 22, TORO 316-XX-03 " 360 28' 30' 5.43 35 23. RAINBIRD 1504-SBF STREAM BUBBLER 3!() 36" 36" 1.0 24. RAINBIRD 1501-S8-EST STREAM BUBBLER QJ 36" 36" .25 25, RAINBIRD 1504-SBH STREAM BUBBLER la'.l 36" 36' .l!O 20-90 ENGINEER OF 'I.ORK DRAWN BY: DESIGNED BY' CHECKED !lY, APPROVED !tf'• PRIVATE CONTRACT I ,. . &l-> /...B.1.rl\" · ,1, '"..-,,, -'2/Y) T,,.., i:,=·2CO-lo:. I 8H3ET I ~ CITY OF CARLSBAD . . lllt:'ll IV.IL r/)i,jU "'-•o~. A I' l li"'f"j - l""-P t, •1,-1.:,1._ ~II ,,--y• •'· =-·,,1 I v,,J ENGINl!l!RING DEPARTMENT 7 . IRRIGATION DETAILS, NOTE!{& U:GEND FOR: CARLSBAD TRACT CT84-41 41_G4 HII I l:: -!APPROVED: I DATE: tiT9 l!AIIAII!" 9CALll!8: II: HORZ: u ..... DWN BY: PROJECT NO. DRAWING NO. CHKO BY: CT 81---1-t 2!}8-(,L DATI! BY Rl!VISIONS APP'D FIELD BY: ----------------------------------------------------------------------------------------------------------------------------------------------------------- NOTE: I. I I, I I I, LANDSCAPE IRRIGATION SPECIFICATIONS THE GENERAL AND SPECIAL CONDITIONS NOTED HEREIN ARE AN INTEGRAL PART OF THE LANDSCAPE PLANS AND MUST BE CAREFULLY CONSIDERED IN CONNECTION HEREWITH, PURPnSE OF THE SPECIFICATIONS: IT IS THE INTENT OF THESE SPECIFICATIONS THAT: A, 8, THE WORK OF ASSEMBLING AND INSTALLING THE SPRJNK-l[R: SYSTEMS UJLL BE ACHIEVED IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE HIGHEST WORK- MANLIKE STANDARDS ESTABLISHED FOR SPRINKLER INSTALLATION AND OPERATION, THAT THE FINISHED SYSTEM~ SHALL BE COMPLETE IN EVERY RESPECT AND SHALL E LEFT READY FDR THE OPERATION TO THE SATISFACTION or THE OUNER. ACCDRD!NGLY, THE REQUIREMENTS OF THESE SPECIFICATIONS ARE A PART OF THE SPRINKLER SYSTEM CONTRACT, SCOPE or WORK: A, THE UORK INCLUDED IN THESE SPECIFICATIONS SHALL CONSIST or THE FURNISHING OF ALL LABOR, TOOLS, MATERIALS, PERMITS, APPLIANCES, TAXES AND ALL OTHER COSTS, FORSEEABLE AND UNFORSEEABLE AT THE TIME or CO~TRACTING, NECESSARY ANO APPROPRIATE FOR THE INSTALLATION OF A SPRINKLER SYSTEM AS HEREIN SPECIFIED AND SHOWN ON THE ACCOMPANYING DRAWINGS ,□ATEDZ<,,§t='.r 15§ B, NO DEVIATION FROM THESE SPECJFJCATJONS, OR FROM THE AGREEMENT, OR FROM THE GENERAL CONDJTJONS IS AUTHORIZED ANO NO SUCH OEVJATION SHALL BE MADE, UNLESS THE WRITTEN AUTHORIZATION THEREFORE, SIGNED BY THE OWNER OR HIS DULY APPOINTED REPRESENTATIVE, HAS BEEN OBTAINED IN ADVANCE. · GENERAL CONDITIONS: A, EXECUTJON 1 CORRELATION AND INTENT OF DOCUMENTS: THE CONTRACTOR SHA[[ ABIDE BY, AND COMPLY WITH, THE TRUE INTENT AND ~EANING or THE DRAWINGS AND SPECIFI- CATIONS TAKEN AS A WHOLE AND SHALL NOT AVAIL HIMSELF TO THE DETRIMENT or THE WORK or ANY MANIFEST ERROR OR OMISSION SHOULD ANY EXIST, FIGURES, DIMENSIONS ON THE DRAWINGS SHALL TAKE PRECEDENCE OVER MEASUREMENTS BY SCALE, AND DETAILED DRAWINGS FURNISHED SHALL TAKE PRECEDENCE OVER GENERAL DRAWINGS SO FURNISHED, B, SURVEYS 1 PERMITS AND REGULATIONS: THE OWNER SHALL FURNISH ALL SURVEYS UNLESS OTHERWISE SPECIFIED. PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK INCLUDING, BUT N·OT LHl!TEO TO BUILDING PERMITS FROM THE CITY OR COU~TY BUILDJ~G DEPARTMENT AUTHORIZED TO PERMIT THE WORK, SHALL BE SECURED ANO PAID FOR BY THE CONTRACTOR, C, DRAWINGS AND VERIFICATION OF DIMENSIONS: o •. E, F, G, H, I• J, 1 • 2. 3, ALL IRRIGATION SHALL BE IN ACCORDANCE WITH PLANS AND SPECIFICATIONS. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMEN- SIONS INDICATED ON THE PLOT PLAN, THE CONTRACTOR SHALL ACKNOWLEDGE THAT HE HAS VERIFIED ALL DJ~EN- SJONS AND SHALL I~DJCATE ALL DJSCREPAN~IES IN PLOT PLAN, IF ANY, ANY INDICATE·□ OISCREPA~'CIES WILL BE CHECKED IMMEDIATELY BY THE OW~ER BY IN- FIELD MEASUREMENTS AND IF ANY DISCREPANCY BE FOUND, THE OWNER WILL AUTHORIZE, IN WRITING, ALL NECESSARY ADDITIONS DR DELETIONS, IF ANY, IF THE CONTRACTOR SHOULD FAIL TO NOTIFY THE OWNER, HE SHALL, IN All E~ENTS, SUPPLY ALL ITEMS INDICATED BY THE PLOT PLAN WITHOUT Rl~HT TO COMPENSATION FOR ANY NECESSARY ADDITIONS, SPACING OF. SPRINKLER HEADS ANO LOCATIONS or VALVES ANo vAcu □M aRtARtRs sHALt BE As IN □IcATE □ oN THE □RAw1Ncs WITH CONSIDERATION BEING GIVEN TO PREVAILING UJNO CON- DITIONS. ' CHANCES: TH[ OWNER AND CONTRACTOR HEREBY AGREE THAT THE OWHER DR HIS REPRESENTATIVE SHALL HAVE THE RIGHT TO MAKE MINOR CHANGES TO THE IRRIGATION SYSTEMS AND ITS' LOCATIONS WITHOUT ADDITIONAL COST TO THE OWNER, EXISTING ijDNOIT!ONS: PRIOR TO SUBMISSION or HIS BID, coNTRACTO SHALL EXAMINE THE SITE AND SATISFY HIMSELF AS TO THE CONDITIONS THEREOF, SITE CONFERENCE: PRIOR TO C00MMENCING UORK ON THE PRO-JECT, THE CDNTRACTOR SHALL ARRANGE AN ON SITE CONFERENCE WITH THE OWNER, AND AT THIS TIME THE CONTP.ACTOR SHALL. LAYOUT THE SYSTEM FOR APPROVAL, CODES: ALL WORKMANSHIP A~i°□ MATERIALS SHALL CONFORM TO [OCA[ BUILDING ANO PLUMBING CODES HAVING JURISDICTION, QUANTITIES LISTED ON IRRIGATION LEGEND ARE NOT GUARANTEEG AND ARE FOR CONTRACTOR'S CONVENIENCE ONLY, PROTECTION or WORK ANO PROPERTY: THE CONTRACTOR SHALL BE LIABLE FOR AND SHA[[ TAKE THE FOLLOWING ACTIONS, AS THEY MAY BE REQUIRED, WITH REGARD TO DAMAGE TO ANY OF THE OWNER'S PROPERTY: 1, ANY EXISTING BUJLOJNCS, EQUIPMENT, PIPING, PIPE COVERING, ELECTRICAL SYSTEMS, SEWERS, SIDEWALKS, GROUND, ROADS LANDSCAPING OR STRUCTURE or ANY KIND DAMAGED tINCLUOING WITHOUT LIMITATION, DAMAGE FROM LEAKS IN THE PJPI~G SYSTEMS BEING INSTALLED OR HAVING BEEN INSTALLED BY CONTRACTOR) BY THE CONTRACTOR, OR HIS AGENTS, EMPLOYEES, OR SUBCON- TRACTORS DURING THE COURSE or HIS UORK, WHETHER THROUGH NEGLIGENCE OR OTHERWISE, SHALL BE REPLACED DR REPAIRED BY THE CONTRACTOR AT HIS OUN EXPENSE IN A MANNER SATISFACTORY TO THE OWNER, WHICH REPAIR OR REPLACEMENT SHALL BE A CONDITION PRECEDENT TO OWNER'S OBLIGATION TO MAKE FINAL PAYMENT UNDER THE CONTRACT, IV, I.,., 2, 3. CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR DAMAGES TO ANY UDRK COVERED BY THESE SPECIFICATIONS BEFORE FINAL ACCEPTANCE or THE WORK, HE SHALL SECURELY COVER ALL OPENINGS INTO THE SYSTEMS ANO COVER ALL APPARATUS, EQUIPMENT ANO APPLIANCES, BOTH BEFORE AND AFTER BEING SET IN PLACE TO PREVENT OBSTRUCTtONS IN THE PIPES AND THE BREAKAGE, MISUSE OR DISF'JGUREMENT or THE APPARATUS, EQUIPMENT OR APPLIANCE, CONTRACTOR SHALL ADEQUATELY PROTECT ADJACENT PROPERTY AS PROVIDED BY LAW ANO CONTRACT DOCUMENT, ACCESS TO ANO INSPECTION. TESTING ANO APPROVAL or WORK: 1, CLOSING IN UNJNSPECTED WORK: CONTRACTOR SHALL NOT CAUSE OR ALLOW ANY OF HIS UORK TO BE COVERED OR ENC~OSED UNTIL IT HAS BEEN INSPECTED, TESTED AND APPROVED BY THE OWNER, SHOULD ANY OF HIS WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER THE UORK AT HIS OUN EXPENSE IN ORDER TO AFFORD THE NECESSARY INSPECTION BY THE OWNER. 2, REJNSPECTJON OR TESTING OF UORK UNAPPROVED DR UORK FAILING INITIAL TESTING OR INSPECTION: UORK WHICH FAILS INITIAL INSPECTION OR TESTING SHALL BE REIN- SPECTED OR RETESTED, CONTRACTOR WILL PAY FDR ANY AODJTJONAL TRIPS FOR REJNSPECTJON OR RETESTING AT THE RATE or $~0.00 PER HOUR or THE OWNER'S (DR HIS AUTHORJZ~O REPRESENTATIVE'S) TIME ON THE JOB, PLUS EXPENSES, AMOUNTS OUED BY CONTRACTOR HEREUNDER MAY BE DEDUCTED BY THE OWNER FROM THE PROGRESS PAYMENTS DUE THE CONTRACTOR NEXT FOLLOU!NG THE DATE OF FAILURE or INSPECTION OR TESTING BASED UPON THE OWNER'S REASONABLE ESTIMATE OF THE TIME REQUIRED FDR REJNSPEC- TIDN OR RETESTING, SUPERJNTENOANC[ -SUPERVISION: THE CONTRACTOR SHALL KEEP ON HIS UORK, DURING ITS PROGRESS, A COMPETENT SUPERINTENDE~T AND ANY NECESSARY ASSISTANTS, ALL SATISFACTORY TO THE OWNER, THE SUPERINTENDENT SHALL NOT BE CHANGED EXCEPT WITH THE CONSENT OF THE OWNER, UNLE~S THE SUPERJN.TENDENT PROVES TO BE UNSATISFACTORY TO THE CONTRACTOR AND CEASES TO BE IN HIS EMPLOY.. THE SUPERINTENDENT SHALL REPRESENT THE COIi- TRACTOR IN HIS ABSENCE ANO ALL DIRECTIONS GIVEN HIM SHALL BE AS BINDING AS IF GIVEN TD THE CONTRACTOR, HE SHALL BE FAMILIAR UJTH ALL CONTRACT DOCUMENTS, PLANS, SPECIFICATIONS AND DETAILS AND SHALL HAVE A COMPLETE SET or PLANS ON THE JOB AT ALL TIMES. SPECIAL CONDITIONS: A, IRRIGATION SYSTEM: 1, THE IRRIGATION SYSTEMS SHALL INCLUDE ALL MATERIALS AND THEIR INSTALLATION JN ACCORDANCE WITH PLANS ANO SPECIFICATIONS PREPARED BY THE OWNER. 2. ALL PRESSURE LJNrs, NON-PRESSURE LINES, VALVES AND MISCELLANEOUS SPRINKLER HEADS SHALL BE MANUFACTURED SUPPLIED AND INSTALLED IN STRICT ACCORDANCE WITH THE SPECIFICATIONS DETAILED IN THE HEREIN MENTIONED IRRIGATION PLANS AND srECIFJCATJONS, 1, SUBSTITLJTIQN OF ~ATFRIALS: SIZES OR MANUFACTURERS WILL NOT BE ALLOWED UNLESS THE OWNER AND CITY MANAGER AGREE TD ANY PROPOSED CHANGES IN ~RJTING, B, CLEAN UP: 1, KEEP THE PREMISES CLEAN ANO FREE OF EXCESS EQUIPMENT, MATERIALS AND RU~BISH INCIDENTAL TO WORK or THIS SECTION, 2, UPON COMPLETION or THE UDRK, THE.CONTRACTOR SHALL REMOVE HIS MATERI~L, EQUIPMENT AND WASTE TO THE SATISFACTION or THE OWNER, C. RESPONSIBILITY: .,. PROTECT WORK or THIS SECTION AND UORK or uTHERS AT ALL TIMES IN PERFORMANCE OF UORK OF THIS SECTION, 2, PROTECT ALL MATERIALS FROM THEFT, ALL CONTROLLERS FROM WEATHER, UNTIL END or MAINTENANCE PERIOD, 3, CAREFULLY NOTE ALL ESTABLISHED GRADES BEFORE CORRENCING UORK, RESTORE ANY ESTABLISHED GRAD[ CHANGED DURING COURSE OF THIS WORK TO ORIGINAL CONTOURS, D, MATERIALS: 1, GENERAL: MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO THE ,OLLOWJNG ITEMS: ALL PRESSURE SUPPLY LINES, NON-PRESSURE LINES, VARIOUS TYPES OF VALVES, CONTROLLERS, BACK-,LOU PREVENTION UNITS, HOSE BIBBS, AND ALL TYPES or SPRINKLER HEADS, ALL MATERIALS AND EQUIPMENT SHALL BE NEW, or DOMESTIC MANUFACTURE AND CONFORM TD PER- FORMANCE STANDARDS ANO/DR DATA HEREIN, AND AS SHOWN IN LEGEND ON DRAWINGS, INSTALLED IN STRICT ACCORDANCE WITH CONSTRUCTION DETAILS, 2, PIPE LINES (REFER TO DRAWINGS), 3, PLASTIC PIPE ANO FITTINGS: a, PIPE: EXTRUOED FROM 1D0% VIRGIN POLYVINYL CHCORIDE PVC, TYPE I, GRADE JI, CLASS 1120 MATERIAL, 1, ALL PLASTIC PIPE SHALL BE CONTINUOUSLY ANO PERMANENTLY MARKED UJTH THE ,OLLOUJNG INFORMATION: MANUFACTURER'S NAME, NOMINAL PIPE SIZE, PVC 1120 AND PRESSURE RATING IN P,S.I, 2, MANUFACTURER SHALL MARK DATE or EXTRUSION ON PIPE, OATJNG TO BE PERFORMED JN CON- JUNCTION WITH RECORDS HELO BY MANUFACTURER COVERING QUALITY CONTROL TESTS, RAW MATERIAL BATCH NUMBER, ANO OTHER INFORMATION DEEMED NECESSARY BY MANUFACTURER, 3, ALL SOLVENT SHALL 86 AS RECOMMENDED BY THE MANUFACTURER or PIPE FITTING AND AS APPROVED, USE NO SOLVENT FROM CANS WHICH HAVE BEEN OPENED OVERNIGHT, b, FITTINGS: 1, PLASTIC FITTING: PVC, TYPE I, JPS SCHEDULE 40, NSF APPROVED ON ALL PRESSURE LINES, 2, PVC, TYPE I, JPS SCHEDULE 4D, NSF APPROVED ON ALL NON-PRESSURE LINES, 3, COUPLINGS: SHALL BE MADE FROM EXTRUDED STOCK, REAMED WITH A TAPER, 4, ALL PLASTIC FITTINGS: A MOLDED FITTING, E, F. G, H, J. J. K, c, GALVANIZED PIPE: 1, GALVANIZED PIPE (.STEEL) SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE ASTM A12D-61T THREADED COUPLED ANO HOT DIP GALVANIZED W/150 POUN □s,' GALVANIZED MALLEABLE IRON FITTINGS, BRANDED PATTERN, AND GALVANIZED STEEL COUPLINGS. PIPE SIZE NOMINAL INSIDE DIAMETER UNLESS OTHERU!SE NOTED DR INDICATED, 2. STREET ELBOWS MAY BE INSTALLED ONLY AS A PART or THE ADJUSTABLE RISER ASSEMBLY UNDER ROTOR POP-UP SPRINKLER, OR UHE~E SHOUN ON PLANS. d, ASBESTOS CEMENT PIPE: 1, All ASBESTOS CEMENT PIPE SHALL BE AUTOCLAVE CURED AND SHALL CONTAIN NOT MORE THAN ONE PERCENT UNCOMBINED CALCIUM HYDROXIDE, THE TEST FOR UNCOMBINED CALCIUM HYDROXIDE SHALL BE IN ACCORDANCE UITH THE APPENDIX TO THE AMERICAN WATER WORKS ASSOCIATION STANDARD, 4. ALL SPRINKLER HEADS: ALL SPRINKLER HEADS SHALL BE or TYPE AND MODEt AS INDICATED IN THE LEGEND AND SHALL BE INSTALLED AS INDICATED ON DETAILED DRAWINGS, S, GATE VALVES: GATE VALVES 2" IN SIZE AND SMALLER SHALL BE BRASS, SCREWED, 150 LBS, W,D,G,, WITH HANOWHEEL FOR OPERATION, EACH GATE VALVE SHALL BE HOUSED IN A BOX AS NOTED ON PLANS, 6, REMOTE CONTROL VALVES AND AUTOMATIC CONTROLLER SHALL BE PER MODEL AND TYPE AS INDICATED ON THE DRAWINGS, VALVES SHALL BE WIRED TD CDNTRDLLER IN SAME NUMERICAL SEQUENCE AS INDICATED ON PLANS, 7, ALL DIRECT BURIAL CONTROL WIRE SHALL BE 600V, SINGLE CONDIICTOR SOLID COPPER, U,F,, U,L, APPROVED, 14 GA. MJNI~UM PILOT WIRE, PER VALVE MANUFACTURER'S RECOM- MENDATIONS, 12 GA, MINIMUM FOR COMMON GROUND RETURN WIRE, SITE CONDITIONS: 1, EXERCISE EXTREME CARE IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO UTILITIES UHJCH ARE CAUSED BY HIS OPERATIONS OR NEGLECT, 2, COORDJWATE INSTALLATION OF ALL SPRINKLER MATERIALS, INCLUDING rIPE, SO THERE ~HALL BE NO INTERFERENCE EXISTING WHICH WOULD HINDER PLANTING, INSTALLATION OF UTILITIES AND OTHER CCNSTRUCTJON, • PHYSICAL LAYOUT: 1, PRIOR TD INSTAlt·ATION, CONTRACTOR SHALL STAKE OUT ALL PRESSURE SUPPLY ~I,ES, ROUTING AND LOCATIONS OF SPRINKLER HEADS, .. 2, ALL LAYOUTS SHALL ae '""'PnOVED BY ARC~ITECT PRIOR TO INSTALLATION, 3, .. _All SPRINKLER HEADS SHALL BE SET AT A FINISH HEIGHT TO ACCOMODATE AND CONSIDER GRDWTH OF ADJACENT PLANT MATERIALS, HEADS SHALL NOT BE LOCATED BEHIND ANY PLANT MATERIAL SO THAT FUTURE GROWTH WOULD IMPAIR THE EFFECTIVENESS or THAT HEAD, THE OWNER'S REP- RESENTATIVE SHALL BE NOTIFIED or ALL CONFLICTS BEFORE INSTALLATION, WATER SUPPLY: 1. ~CONNECT SPRINKLER !RRJGATJDN SYSTEM TO OUTLETS AS INDICATED ON DRAWINGS, 2, CONNECTION SHALL BE MADE AT APPROXIMATE LOCATIONS SHOWN ON DRAWINGS, CONTRACTOR IS RESPONSIBLE FOR MINOR cHANGES CAUSED BY ACTUAL SITE CONDITION, ASSEMBLIES: 1, ROUTING OF PRESSURE SUPPLY LINES AND LATERALS, AS INDICATED ON DRAWINGS, IS DIAGRAMMATIC, INSTALL LINES AND VARIOUS ASSEMBLIES IN SUCH A MANNER AS TO CONFORM WITH PLANS AND DETAILS, 2, INSTALL ALL ASSEMBLIES SPECIFIED HEREIN IN ACCORDANCE WITH RESPECTIVE DETAIL. IN ABSENCE or DETAIL DRAWINGS OR SPECIFICATIONS PERTAINING TO SPECIFIC ITEMS RE- QUIRED TO COMPLETE_1)0RK, PERFORM SUCH WORK IN ACCOR- DANCE UITH BEST STANDARD PRACTICE UJTH PRIOR APPROVAL or OWNER. LINE CLEARANCE: All LINES SHALL HAVE A MINIMUM OF SIX (6) INCHES CLEARANCE FROM EACH OTHER, ANO FROM LINES or OTHER tAADES, PARALLEL LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER, TRENCHING: DIG TRENCHES STRAIGHT AND SUPPORT PIPE CON- TINUOUSLY ON BOTTOM OF DITCH, LAY PIPE TO AN·EVEN GRADE, TREN~HJNG EXCAVATION SHALL FOLLOW LAYOUT INDICATED CN DRAWINGS ANO DETAILS, QEPTH OF PJPE PER PLANS, . BACKFILLING: COMPACT BACKFILL FOR TRENCHING TD ORY "DENSITY EQUAL TO ADJACENT UNDISTURBED SOIL AND CONFORM TO ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS DR OTHER IRREGULARITIES, PLACE INITIAL BACKFILL ON ALL PRESSURE AND NON-PRESSURE LINES OF A FINE GRANULAR fATERIAL, No·roREIGN MATTER LARGER THAN 1/2" IN SIZE WILL BE PERMITTED, 07-14C? PAOJE<T OlEOlEP oMOO '2,4'6rc ee. OIT'(' 'lUer:J ITT'AL 1oym m ctJY :,u1:at1 rrm- wt,1w AA( )1'Y f:ll lW~ MiNTDATE db deweese • bvrton , associates IJ\\llSCAPE AACHT!<Tl.llE & Pl- 13011 CPMNO OEl 11M OEl IIM. C~IFO',Ni'I 92014 ~19!45J-ll11 L, TESTING: N, o. 1, NO TESTING SHALL TAKE PLACE, NOR SHALL ANY UATER BE ALLOWED INTO ANY SYSTEM, BEFORE THE SOLVENT MANUFACTURER'S RECOMMENDED CURING TIME HAS ELAPSED, 2, TEST ALL PRESSURE LINES UNDER HYDROSTATIC PRESSURE or 125 LBS, PER SQ, IN. AND TEST ALL NON-PRESSURE LINES UNDER EXISTING STATIC PRESSURE TO PROVE BOTH WATER TIGHT, 3, SUSTAIN PRESSURES IN LINES FOR NOT LESS THAN FOUR HOURS, IF LEAKS DEVELOP, REPLACE JOINTS ANO REPEAT TEST UNTIL ENTIRE SYSTEM JS PROVEN WATER'TJGHT. 4, TESTS SHALL BE OBSERVED AND APPROVED BY ARCHITECT PRIOR TO BACKFILL, 5, UPON COMPLETION or EACH PHASE OF UORK, ENTIRE SYSTEM SHALL BE TESTED AND ADJU5TEO TO MEET SITE REQUIREMENTS, 6, THE ABOVE TESTING SHALL BE COMPLETED AND APPROVED PRIOR TO PLANTING or ALL PLANTS EXCEPT SPECIMEN TREES, _7, HEADS IN PLANTING AREAS SHALL BE ADJUSTED FDR COV- ERAGE ANO HEIGHT AS DIRECTED BY THE LANDSCAPE ARCHJTCCT, INSPECTION or UORK ❖ INSTALLATION AND OPERATIONS MUST Bf APPROVED B ARCHITECT AS SPECIFIED UNDER GENERAL CONDITIONS, FINAL INSPECTION UILL BE MADE AT THE CONCLUSION OF THE LANDSCAPE MAINTENANCE PERIOD, COVERAGE TEST: UHEN THE SPRINKLER SYSTEM JS COMPLETED, THE CONTRACTOR SHALL PERFORM AS COVERAGE TEST IN THE PRESENCE or THE OWNER TO DETERMINE IF THE COVERAGE IS COMPLETE AND ADEQUATE, THE CONTRACTOR SHALL BE RESPONSIBLE TO CORRECT INADEQUACIES or COVERAGE ONLY WHERE DRAWING ANO DIRECTION BY O~NiR HAVE NOT BEEN FOLLOWED, ADJUSTING OF SYSTEM: 1 • 2, ADJUST VALVES, ANO ALIGNMENT AND COVERAGE or All SPRINKLER HEADS, IF IT IS DETERMINED THAT ADJUSTMENTS IN THE IRRI- GATION EQUIPMENT WILL PROVIDE PROPER ANO MORE ADEQUATE COVERAGE, CONTRACTOR SHALL MAKE ALL NEC- ESSARY ADJUSTMENTS PRIOR TO FJNALJZJNG PROJECT, ~LL ADJUSTMENTS SHALL BE MADE TO THE SATISFACTION Of THE OWNER, P, GUARANTEE: 1, THE UDRK INCLUDED ON THESE PLANS SHALL BE GUARANTEED AGAINST All DEFECTS ANO MALrUNCTJON OF WORKMANSHIP AND MATERIALS FOR A PERIOD or ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE' OWNER, SHOULD ANY TROUBLE DEVELOP WITHIN THE TIME SPECIFIED ABOVE, ALL NECES- SARY REPAIRS AND/OR REPLACEMENTS SHALL BE MADE BY THE CONTRACTOR, IN AN EXPEDIENT MANNER, AT N □-ADDITJDNAL COST TO THE OWNER, THE OWNER RETAINS THE RIGHT TO MAKE EMERGENCY REPAIRS WITHOUT RELIEVING THE CONTRAC- TOR'S GUARANTEE OBLIGATIONS, 2, IN THE ·EVENT THE CONTRACTOR DOES NOT RESPOND TO THE OWNER'S REQUEST FOR REPAIR WORK UNDER THIS GUARANTEE WITHIN A PERIOD OF 48 HOURS, THE OWNER MAY MAKE SUCH REPAIRS AS HE MAY DEEM NECESSARY AT THE FULL EXPENSE or TH-E CO~TRACTOR. 3, ANY SETTLING OF BACKFILLED TRENCHES WHICH MAY OCCUR DURING THE GUARANTEE PERIDO SHALL BE REPAIRED BY THE CONTRACTOR AT ND ADDITIONAL COST TO THE OWNER, INCLUD- ING A COMPLETE RESTORATION or ALL DAMAGED PLANTING, PAVING OR OTHER IMPROVEMENTS OF ANY KIND, 4, THE CONTRACTOR SHALL INSTRUCT THE OUNER'S REPRESENT- ATIVE AND FUTURE MAINTENANCE PERSONNEL IN THE OPERATION OF ALL SYSTEMS, S, THE CONTRACTOR SHALL FURNISH THE OWNER UITH THE FOL- LOUJNG MATERIALS UPON COMPLETION or THE WORK: a, 1 MANUAL VALIIE KEYS PER EACH CONTROLLER, b, 1 OPERATION MANUALS FOR Al/iOMATIC CONTROLLERS ANO VALVES, c, 2 CONTROLLER KEYS PER EACH CONTROLLER, d. I "AS-BUILT" DR,1WJNGS SHALL INCLUDE LOCATIONS or ALL MAINS, VALVES, SOURCE OF ELECT-RJCAL POWER FOR CONTROLLER CLOCK, CONTROL WIRE SLEEVES, AND BELDU GRADE HEADS HAVING A RADIUS or 3D'-□"•· LOCATE BY DIMENSIONING FROM TWO (2) FIXED POINTS, ON REPRODUCIBLE MATERIAL, a, PROVIDE PLASTIC SEALED DIAGRAMMATIC PLAN OF SYSTEM !DENT!fYING STAT!DN NUMBERS AND AREA THEY WATER, MOUNT INSIDE EACH CONTROLLER, P. PROVIDE OWNER WITH ALL lQUJPMENT GUQRANTEES AND MANUALS, ENGINEER OF V.ORK DRAWN BY: DESIGNED BY: CHECKED BY: APPROVED BY• PRIVATE CONTRACT ~ CITY OF CARLSBAD LU ENGINEERING DEPARTMENT IRRIGATION SPECIFICATIONS FOR: CARLSBAD TRACT CT 84-41 l\lr..A UIII" ! APPROVED : 11 DATE: :::· Ri;;:::E~:;;;;;;;;;~•~;:,;1::T!Y~E~N~G~i~N~E'"'E'!R~-=-=-~ ~=~~B: rD_W_N_B_Y_: --~ PROJECT NO. I-' V11IE!i!'D~·•-------I CHKD BY: DRAWING NO. , ____ -BY: CT £34-1-I JOB NO. 7933F i1,' a r1 . 8 ~ n I " ~ ~ ~ m ~ " 1; z ' ~ :;;1 ,, ,~ (J (j) . ,!: z • m z ~ g " !-] C ;;; I ~ ~ s: ITT rn D rn I" :II /ll ti !> I ) ' . ~1~~ I \ \ -. SEE IMRKUJ,1c:MEfv '• I PLAN RJI< MEDIAN' 1"=30' s'LY ESMT. LI NE oF-~o· / ,,, s.o.G. &. £: ES/VIT. -- I I , HOTE: EXISTING SE UR LINET BE ABANDONED~ PL tGGEO. / I ( GRADING CONTRACTOR TO COOR DINA E WIT/-/ LEUCADIA C0UN 1Y WATER I Dl5TR /CT TO PROVIDE I CONTINUED SEWER SERVICED OU NG GRAD/ N _,.... e. CONSTRUCTION O -1NEW SEWE Lf "IE-: . I I I I C) / / ·.. ~~ ·-.... '(,'. • -~--- \ \ \ I I I -• "\._ / f I 'I• ,,. / ,'<':5.T __ _ 11,1 • ~ . --t.o;• : ~e:------.:. ~ I I •• '\~ fl• '\-, ,'i:> \ ... , 'l' -~---. o;; .,, _...::,:--...,___ ··- S ERVJGE. \ ~ e--,,r,,f}1 ~:e!::" -~'-I.;;?. /•"\ .-. ---.. ,,.,,.Ji . \ / ,--••"'""""·--"'·-. <h/ / / ~'·~ ~/J ~ /-, . _,,,,/ \,. -~-,,r" \.------... -----·, . ,./ I -,,~ ~, •-,'.'Al-)-, I . / .:---~~" / /" . / / '·-. : I "/ ·-' ., NOTE: A SOILS INVESTIGATION HAS BEEN MADE FOR THIS DEVELOPMENT AS NOTED ON SHEET NO. 1 OF GRADING PLAN AND ON THE RECORD MAP, ALL EARTHWORK HAS BEEN OR WILL BE PERFORMED UNDER THE OBSERVATION OF A QUALIFIED SOILS ENGINEER IN ACCORDANCE WITH LOCAL ORDINANCES. THE USER OF THIS PROPERTY IS ADVISED, .HOWEVER.· THAT THE LOT OR PAD CREATED MAY OR HAY NOT BE COMPLETELY SUITABLE FOR THE USE INTENDED. THE USER IS ADVISED TO EMPLOY SUITABLE SOILS AND STRUCTURAL ENGINEERING ADVICE IN CONNECTION WITH ANY PROSPECTIVE DEVELOPMENT OR_usr. RICK ENGINEERING COMPANY CML ENGINEERS : PLANNING CONSULll'.NTS : SURVEYORS 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291·0707 3088 PIO PICO OCIIVE CARLSBAD, CALIFORNIA 92008 (619) 729·4987 365 S. RANCHO SANTA FE RO. SAN MARCOS, CA. 92069 (619) 74-t.•4800 a? Ii GI(.::., 1$9.911' f/1• -T 2.5() ' &v, ~ '-. (21 · . ~-~~ ----~-~ (:j . --, ,,.,,. \ ~- IY'Cr .-···•-.._ ~~;~! ~ / ---...__, ··, --.., -~ ' ""'0. ' ;s> ·, --.. ," ., ... ----- ) I J ;, I I ' ~ . ""-, . -"'<$._ZIE'. v.c \ _= ___ '-'-'-_ -"¼---'!:' ----\> ~,?--; ·-------- ~··--:..,.., _____ , ________ ---;-- -~-,...,_;:_ '\ BENCH MAR~_ CHISELED SQUARE ON CONCRETE CURB SOUTH 8/0£ OF BR/06£ ABO/IE WPA • MARK ON LA COST.4 ROAD 8ff' WEST OF t:L CAMINO REAL . RECORD fflOM : COUNTY BENCH LEVELS NO. OC 102 £LEI/. IT. 770 DATUM: USC. I G.8. I ; I . ' 7·· , ,' i· .. ,\ I -db,\1 dewee6e A.l.A. LICENSE ORTE lflNDSCAPE ARCHITECTURE & PlANNlr-G 1302 CAMINO DEL MAR DEL MAR. CALIFOANIR 92014 619/453-7371 . 57-14€, PAOJEtT 20iefI 00 IQNoY-EB ____ ?f?UQV Pf't 12,0¥-ee? 1 (p Pl=(. BB :ti Aef: ?ti II >IAN :3P CHANGES l'fllNl"DATE PRIVATE CONTRACT I SHSEET I CITY OF CARLSBAD L---L--Ui~~~:L.l.&'.J.:2..!&£.(.l!d.:¥'t:)~0'.'.'.''?~it;l':>~i!!<I ZJl!t:ll------1 ENGINEERING DEPARTMENT ~ l_glJ IRRIGATION PLAN FOR: CARLSBAD TRACT CT 84-41 ALGA HILLS 1----+--l------------------+-----t lAPPROVED: 1-----+-+----~------------+---I ~-R"":::E:';·~2"'3=""a::89~~~~~~¢~1T~"y';_-=:E"'N~""G!l~N~E"'E~.,,R';_=_=_::: OWN BY: PROJECT NO. 1--+-1---------------+---1 cHKo BY: er M-,f-t FIELD BY: DATE BY REVISIONS APP'D DATI!: SCALl!S: Hr~: N~~ED DRAWING NO. JOB NO. 7933 F I \ \ / ! I ' S'CALE: f J ./ 1"=30' i I . i I I I I I ' ! ,-·) -"" • I I ! ,_ ! J ---· t--~~ . • I I I I I I \ \ ALGA >"' ' ) •-..,_,J \ \ ' ' \ \ \ --, I I I I I I I I I -__ -1...----' j I -------/ I ( ! I I \ \ \ \ -----, ---~-~✓-\ --/' -::-- ,." ~ ,., --;::' ~- 1--1 < j '.:,j \_} --• ~J d / ----< ~ __ ,,,,_.,. -- -,,, (,\--// \' _.,,,,.,.,,,-,,~-./_,,,,.,/ . ..... ~ ) . ,,____ ... ._ I,.:'£~ ', -i,....---, - I .(_.)-(/ l.' =-,-::~--"'"'--~)~84~-14~5~' :'.'~-~:-~---(:,i· ·------ (-__ ) ( ---------,,'(''• /--') /' <: '--·-··----t----- ,/ ,) --·· ----------------------------1 --~'- II ( '_) 0 3 3 , 7J) \ ' ,;-(~-~-~~~L--~-~·-,.,.::::::_q'---_-':_· •_-;~(/ \: ,: _) 'l1QJ05~'(-::~~i~ L< (-~~-~~~~-:(~/ ✓ --;:------.:C~') / / ' ------~ (-~ _) -\\, (/\\ ,--I °"J ---------.. ---\\,, \. ·----~ i::s·· ,,,,,,.-----· ---..., ---\ ",, ., ·~--/ ~~ '-I\~ I <.::~--,,'---.... -...,,,, ___ .. '··,,. -------'--'" "-,..,..._ \ -----·<:::::::.:""-,·· ~22_~\ti+~,s;;::~~;i----"5i~ /--..::::::_cl- \ \ \ ) . .I \ ) / ( ) ./ I \ I ( (~ ( ,, .J-> I ID-'1 •11. -----~~:' ~-,, ( ' -. ---,. __ /' -✓) I -· 'l'4 ' • CONTROLLER 'E' ;12 STA. PEDE r-==-cc=, -----------,-c:= NTED l } \,.,--• \ ' \ \ \ ' r,V7, \ . • '1,4 ---------la-, ----r.;z.""' - Ew/ -~ / I ---------~ '1,4-'¾-~ -~ --r--w--~ ~t; ~ RESS RE ----fill ~ -------· ~----,_...-:;:;;:.-, --------. ·---·· ,25-~~:r . .,,7lAlTT ELEV. / -----· I -. w /i-'ER--MAIN AT ~~-, Cl V I----------· -----. -/:-,·-·--- '<t _ ~-~ ----/ >II 1\CKFLOW PREVE ,/ -~/JF.:..i ,,;c F. / i." /. ., ~__c:.W=-t~ '· -~--"· \ ________ ) -7£; /-r· //. .. ~-/ _,,,.-"" / --. -----, · _ ~ L'l--'2ITf~OATl:ll.llaf'>--...1-e.:;~.:.:-=f:::r-1 - RICK ENGINEERING COMPANY CIVIL ENGINEERS: PLANNIIG CONSUL'lllNTS : SURVEYORS 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291·0707 3088 PIO PICO DRIVE CARLSBAD, CALIFORNIA 92008 (619) 729·4987 365 $. RANCHO SANTA FE RO. SAN MARCOS, CA. 92089 (819) 74-4·4800 " 1/ // ,,, 'I / ;;, ,/ - /, / ,/" / _'/ ?' I ,,.,.,-: - ~~. bofl:on • ' '• . ' ' . ----- oosocigtes -. "I -· ' UCEN$E CflTE _.....,.·~--' SCAr'E'fl'_RC_R ... il""ECHJRE & MNNING 2 CA1\l1INO DEL MAR .• · WMA'A: CAUF~IAW014 619/453-7371 -'• t,-,1 ?,,I!!, CHECKED OM.UN lt:>E\::'. Ir, pee. ~ ______ 2,: iw ro CHANGES PAINTDAl'E DATE BY REVIBIONS APP'D 931 K) ci LO ~i:>1 Cl) ----"' '5(j ~ I ! ) I I --I I I /it , f-., NP! I / ( \ I I \ &i&l'atw, • · '!>Ii n m .... PRIVATE CONTRACT ~ CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT IRRIGATION PLAN FOB: CAR LS BAD TRACT CT 84-41 ALGA HILLS DATE: JOB NO. 79!3 F I I I I i i I \ . \ ' I I J ---I I i~I ii UJ 1--z ~ - SCALE' .. ~-:· --:: --· ,,-~,,--_., -----•·•··· ' ' \ I \ .. . I ' / \ \ , ·' NOTE: A SOILS INVESTIGATION HAS REEN HADE FOR THIS DEVELOPMENT AS NOTED ON SHEET NO. 1 OF GRADING PLAN AND ON THE RECORD MAP. ALL EARTHWORK HAS BEEN OR WILL BE PERFORMED UNDER THE OBSERVATION -OF A OIJALif!ED SOILS ENGINEER IN ACCORDANCE WITH LOCAL ORDINANCES. THE USEH OF THIS PROPERTY IS ADVISED. HOWEVER,· THAT THE LOT OR PAD CREATED MAY OR MAY NOT BE COMPLETELY SUITABLE FOR THE USE INTENDED. THE USER IS ADVISED TO EMPLOY SUITABLE SOILS AND STRUCTURAL ENGINEERING ADVICE IN CONNECTION WITH ANY PROSPECTIVE DEVELOPMENT OR USE. RICK ENGINEERING COMPANY CIVIL ENGINEERS : PLANNING CONSULlllNTS : SURVEYORS 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291·0707 3088 PIO PICO D_RIVE CARLSBAD, CALIFORNIA 92008 (619) 729·4987 365 S. RANCHO SANTA FE RO. SAN MARCOS, CA. 92069 {619) 744·4800 \ I I I \ \ I ' \ ' . \ \ . \ t" '. \ . i I I "\\ ' \ \ l \·1tJtJ?!' db d~weese • burton • associates iALA. LICENSE DATE LANDSCAPE ARCHITECTURE & ~NING 1302 CAMINO DEL MAR DEL MAR, CALIFORNIA 92014 /619/453-7371 c:C. :E 3 f,... UJ I :) / ~wf.c\i ' ,'\<o1 I ~ ,· C, ~ I',: ~ i ,; l=EJ; 0o OArE 1--J":l13> CHECHED OffWGES fil" !::l: l2 I I PAOJ€CT i ">ti~~ l~b:1'2~ ~ Z!l:1'2Jt: e:e,, )-Off, 8~ I <, De(. ,f!iL ZIA~~ II ! PAINf DATE I 2~ PRIVATE' CONTRACT ~--+---l---------------1---1 I. tRf.llGATIONPLANFOR: - ~ ~ CARLSBAD TRACT CT 84-41 ALGA HILLS DATE BY REVISIONS 1---4---1-----------------4----l !APPROVED: 1----+--+-----------------+---1 ~-R"'=E~-•~-2~3:a=."'s=-9~==-~==-~=c~-=':'1T~Y~ ... e;N=G~i'.=M .. != .. EW=·=-=-=-~ DWN BY: PROJECT NO. CHKD BY: 14.A _, FIELD BY: CT v-r --r/ APP'D DATI!: SCALl!S: HORZ: AS NOTED DRAWING NO. JOB NO. 7933 F ~,- ,t'j □ ' " i I ! ~ ~ IJ ~ <:; i ~ 0 ~ ~ z ~ ~ Ci) ' z • ffi • :z ~ • i C "' I s: C • !" ~ r :XI i j'; , ___________ _ I 1'1 O' 1 "=3'0' . ' NOTE, . \ ' ' A SOILS INVESTIGATION HAS BEEN MADE FOR THIS DEVELOPMENT AS NOTED ON SHEET NO. 1 OF GRADING PLAN AND ON THE RECORD MAP. ALL EARTHIIORK HAS BEEN OR \/Ill BE PERFORMED UNDER THE OBSERVATION OF A QUALIFIED SOILS ENGINEER IN ACCORDANCE I/ITH LOCAL ORDINANCES. THE USER OF THIS PROPERTY IS ADVISED, HOWEVER,· THAT THE LOT OR PAD CREATED MAY OR MAY NOT BE COMPLETELY SUITABLE FOR THE USE INTENDED. THE USER IS ADVISED TO EMPLOY SUITABLE SOILS ANO STRUCTURAL ENGINEERIN9 ADVICE IN CONNECTION \/ITH ANY PROSPECTIVE DEVELOPMENT OR USE, RICK ENGINEERING COMPANY CIVIL ENGINEERS : PLANNING CONSUL'lllNTS : SURVEYORS 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291·0707 3088 ptQ PICO DRIVE CARLSBAD, CALIFORNIA 92008 (619) 729·4987 365 $. RANCHO SANTA FE RD. SAN MARCOS. Ch 92069 (619) 7«·"'800 . . . NE -SEE SHEET 37.00' 3.5 45 u I ,U~J==;,"'· -"-s:------,< 1-,'-::7 -....., ......... _:_ \ ·-::::,,-.~ ! j 3800' 2 .Ml' 'o Ii ~· '\ '.I deweese • burton • associates R.L.A. LICENSE DATE LANDSCAPE AACHITECTURE & PLANNING 1302 CAMINO DEL MAR DEL MAR, CALIFORNIA 92014 619/453-7371 I . r":J I I I I 1. ~ I J! ( 1) \ \ \ (~~'~'~, _Qi_~_"'_!!!>_ '~ / ___ IQNQ\/ P.8 ___ 70 I>iilll ~. .,...___ l;tOe:Cc~ It, D!OC. f3$ ---ZI ACB S") II .JAN 90 OiANOES I DATE '., ~ \ -~\ . ' BY REVISIONS APP'D \ \ flRIYAft CONTRACT w CITY OF CARLSBAD LEJ . l!"GINl!l!RING Dl!PARTMl!NT 7 IRRIGATION PLAN FO~ •'· CARLSBAD TRACT CT 84-41 ALGA HILLS IAPPROYED: I DATI!: "ITV !iA~IAl!!II :g:~l!S: AS RE: 23889 V"D• NOTED DWN BY: PROJECT NO. CHKD BY: cre-1-1, DRAWING NO. EW.lUI; JOB NO. 79!! F ,,. .. -----,.~ ',, ' ), NOTE: \ I I 1, i I I \ ( ; I I \~ • ) ) / . / I I I I I i 1113.:!>5' A SOILS INVESTIGATION HAS BEEN MADE FOR THIS DEVELOPMENT AS NOTED ON SHEET NO. 1 OF GRADING PLAN AND ON THE RECORD MAP. ALL EARTHWORK HAS BEEN OR WILL BE PERFORMED UNDER THE OBSERVATION OF A QUALIFIED SOILS ENGINEER IN ACCORDANCE WITH LOCAL ORDINANCES. THE USER OF THIS PROPERTY IS ADVISED. HOWEVER,· THAT THE LOT OR PAD CREATED MAY OR MAY NOT BE COMPLETELY SUITABLE FOR· THE USE INTENDED. THE USER IS ADVISED TO EMPLOY SUITABLE SOILS AND STRUCTURAL ENGINEERING ADVICE IN CONNECTION WITH ANY PROSPECTIVE DEVELOPMENT OR USE. RICK ENGINEERING COMPANY CML ENGINEERS : PLANNING CONSULlllNTS : SURVEYORS 5620 FRIAAS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291·0707 3088 PIO PICO DRIVE CARLSBAD, CALIFORNIA 92008 (619) 729·4987 365 $. RANCHO SANTA FE RD. SAN MARCOS. CA. 92069 (619) 744·4800 2 t' \ t---' \ ·, I I I SCALE= , ,, =3(1 \ ATCl-1 - / \ ,1: _I' \ ' i L--- \ "' 1£1 t-i '5l I I) '() \_ -~ (! zzO I \ \ I i--q --~ \.~, ~~'!!----", '\ \\ 1\ \ I· -----...., '---··· ~ \ " 34- :'2. \ ,._; r-----"-. ( -ru~'cur ~ __, '----:"ttlr-~i<"✓ '· NQZE.· ' ' PLANS ARE DIAGRAMMATIC AND APPROXIMATE, ALL PIPING, VALVE BOXES, BACKFLOW PREVEN· TEAS, ETC., SHALL BE LOCATED IN PLANTING AREAS; NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN SIDEWALKS. NOTES: 1. SEE SHEET NO .. ___ ~=-----FOR IRRIGATION LEGEND. 2 SEE SHEET NO. 1-FOR IRRIGATION DETAILS. 3. SEE SHEET NO. fl FOR IRRIGATION NOTES. 4. SEE SHEET NO. 4 FOR IRRIGATION SPECIFICATIONS. 8 ~ BENCH MARK CHISELED SaUAFf£ ON CONCRETE CURB SOUTI-I 810£ or BRIOBE ABO'IE WPA MARK ON LA COSTA ROAO 85' WEST OF fl CAMINO REAL . FffCOf?D FROM : CIJUNTY BENCH Lf'IELS NO. OC 102 ELE/1. fl. 770 DATUM: U.S.C. I G.S. ~ . • A,. DATE BY REVISIONS \ \ \ \ - ~\ \ I \ \ . ~~-~~-¼' ~\\ _\ \ \ \ \ ivq,.,i.\ '111--LI-\ ( I I I I'•/ I - I 1;1 ) I I I 1~ I I I I I I / I I I 11,. I ',. k:) I.DI'::, 4?.~ !i':, ' . I / r' / • associates A.LA. LICENSE D9TE lANDSCAPE ARCHITECTURE & Pl.ANNING 1302 CAMIOO DEL MAA DEL MAA. CALIFORNIA 92014 619/453-7371 gM DAflJJN 2?U'fM IQNO\IM ___ ?fd>IOV AA i2. DE-c. AA JC, Dec. $ --113ffl J2i CHANGES MINfDAII PRIVATE CONTRACT I SgETI CITY OF CARLSBAD ~ ENGINEERING DEPARTMENT . IRRIGATION PLAN FOR: ., CARLSBAD TRACT CT 84-41 . ALGA HILLS !APPROVED: I -- DATE: ci'l'Y l!!liii'!illill!l!II SCALES: AS RE: 23889 HOAZ: DWN BY: PROJECT NO. VEA· NOTED DRAWING NO. CHKD BY: C.TH-+1 APP'D FIELD BY: JOB NO. 7933 F I; a I I ~'-----J ~...-----~--, / ) \ \ \ \ \ \ \ ' \ , I ) \ \ I / I . I I I \ \ \ \ I I · I , I I I 1 / I / ='7':J:?_>,;:__. / / / / ✓---· - 1 / ( I I 1 ·, / / I I I j j (// , , / j ; ! I j I/ / ,// / / ,! ,.1· ,11 ;· , /// 1/ ; 1 "'/ ✓-~/ _,, ~ ,,,,,-/ , ....;;;..,,. .... ~~ ... _--."!.:., .. _::..,"'~~"'· "';,'"";-c"","7,,'i:_ -~·"· .. f-',""/~<; ',.,.,-,.,_, '''<-=--.. s,;;;-+ .... -<.~ - /~< <r /, \ ~~ --1r~ r-·,..,,.,_~ NOTE: A SOILS INVESTIGATION HAS BEEN MADE FOR THIS DEVELOPMENT AS NOTED ON SHEET NO. 1 OF GRADING PLAN AND ON THE RECORD MAP. ALL EARTHWORK HAS BEEN OR WILL Bt ~ERFORMED UNDER THE OBSERVATION OF A QUALIFIED SOILS ENGINEER IN ACCORDANCE WITH LOCAL ORDINANCES, THE USER OF THIS PROPERTY IS ADVISED, HOWEVER,· THAT THE LOT OR PAD CREATED MAY OR MAY NOT BE COMPLETELY SUITABLE FOR THE USE INTENDED. THE USER IS ADVISED TO EMPLOY SUITABLE SOILS AND STRUCTURAL ENGINEERING ADVICE IN CONNECTION WITH ANY PROSPECTIVE DEVELOPMENT OR USE. RICK ENGINEERING COMPANY CIVIL ENGINEERS : PLANNING CONSULlllNTS : SURVEYORS 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619} 291·0707 30B8 PIO PICO DRIVE CARLSBAD, CALIFORNIA 92008 (619) 729·4987 365 S. RANCHO SANTA FE RD. SAN MARCOS, CA. 92069 (619) 744·4800 SCALE 1"=,30' '\ \\ ' ~ '\ O· ~~~\~; \ \\ \\ \ os_ a· I \ , \ \\ ,,"' ~ ' . --\s ,,/ --, 7, /' ,. 26' ea, , ( ~ \' 34.~ -,J 79! D ( \ r· \ \ ~ ,~ ,.. ;:;: \ \ I , I I --/ NOZF: ./ ,-/"/ ,/ . ,.....:··_ . R'V-AL -·.,.,,.-------".. ~--·--· ... LER 'D' -:.'t .--: __ -~--' -··-.. ~· ~2 ._ TA, PEDE.ST ' . -. . . ~ ,· ;~~ =-'1:£:. ------ PLANS ARE DIAGRAMMATIC AND APPROXIMATE, ALL PIPING, VALVE BOXES, BACKFLOW PREVEN- TERS, ETC., SHALL BE LOCATED IN PLANTING AREAS; NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN SIDEWALKS. NOTES: 1. SEE SHEET N0., ___ , ____ FOR IRRIGATION LEGEND. 2 SEE SHEET NO. i FOR IRRIGATION DETAILS. 3. SEE SHEET NO. "!, FOR IRRIGATION NOTES. 4. SEE SHEET NO. 4 FDR IRRIGATION SPEOFlCA TI0NS. \ BENCH MARK ---------------------------------------- CHISELED saUAFf[ ON CONCRETE CURB SOUTH SIDE or BR/O6E ABOVE WPA MARK ON LA COSTA ROAD 851 WEST OF EL CAMINO REAL . RECORD Fli'OM : COVA/TY BENCH LEVELS NO. OC toe ELEII 17. 770 DATUM: US.C f 6.S. ) PRIVATE CONTRACT II/ , /~ I ,, JFi .-:J\~I~, J-17 I 91OET I [Ej CITY OF CARLSBAD r '-'2'"" lo .1z.~ > "VJ , l;n II , ,1 ' II -A )DCO ,,,,.L' ENGINEERING DEPARTMENT 7 ., · f') I .DT""c;, 7 7 ,I ,.;.,I I18RlGA'rlON PlAN FOR: ' CARLSBAD TRACT CT 84-41. ALGA HILLS IAPPROVED : I DATE: Crfv IAIIRll!II SCALES: AS iiE: 2::1889 ~~=-Z: NOTED DWN BY: PROJECT NO. DRAWING NO. CHKD BY: C,T64-1/ REVISIONS APP'D lEIEl " RV• DATE BY JOB NO. 7933 F • NOT[: / I / / I ' I ,/ / •••••••• I ------ "'c ,----.,-✓ '\, '\ ' ' \ \ I Cl F 'XI'"-\ \ \ \ I I I \ \ .I A SOILS INVESTIGATION HAS BEEN MADE FOR THIS DEVELOPMENT AS NOTED ON SHEET NO. 1 OF GRADING PLAN AND ON THE RECORD MAP. ALI. EARTHWORK HAS BEEN OR WILL BE PERFORMED UNDER TH[ OBSERVATION OF A QUALIFIED SOILS ENGINEER IN ACCORDANCE WITH LOCAL ORDINANCES. THE USER OF THIS PROPERTY IS ADVISED, HOWEVER, THAT THE LOT OR PAD CREATED MAY OR HAY NOT BE COMPLETELY SUITABLE FOR THE USE INTENDED. THE USER IS ADVISED TO EMPLOY SUITABLE SOILS ANO STRUCTURAL ENGINEERING ADVICE IN CONNECTION WITH ANY PROSPfCTIV[ DEVFLOPMFNT OR USE. RICK ENGINEERING COMPANY CIVIL ENGINEERS: PLANNING CONSULTANTS : SURVEYORS 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291·0707 3088 PIO PICO DRIVE CARL$B1'O, CALIFORNl1' 92008 {619) 729·4987 385 S. FIANCHO SANT1' FE AO. -_SAN MARCOS, CA. 92069 (619J 744·4800 C F ,, ,_ ( ' . ""'· .. "'·" . lru203~' " ' fi1J./· > ,. _,,,,,,,_./# ,' •' . . --_ , _...-"'.,,...--· •' - , . . ~~ ' <::::::, ' ~\ , 1/ t / ' / It:, / ' // ,/ /' ' \ \ \ \ . . \ . . ' .(., ' c,i;JA• l~-..i 7+-~":-""""~;.....;;..~tfl:.t:io/'-'i~"5tt=-..:::....~;:--:=~"""· -t-;Wft1 \ \_,~\P \ ' "' \ ' <ll· \ . . ., , .... \ ' I ' .I' ', I I • ~ I i ' ~ , . ' / : I ., l • I ' , . ' . ' '' ', (~61 -]~0.· .. / ./ ./ ... • . / . / /. '2-. ' ""'-1--t, ~J .· ~ -~ . "" . . b .· ~ ' "' ·. ,4 ' / (]f[) . I , '<'c, ,, / / _,./0'~ / . // ~-' ~ / ~~~;:'--f:-.;.;;,.j_ ' ,. C ...,_, ~ ,• -_,,•· ~-,.,,• • /,:>, 11,, 'l ,, .5 -··--"-<¥.":c--/ ,:75.'/'!Jt, "U",· 1492-tW 1 *-!!..~~~ >ti.~ --~-:_,-. l!l':: ~' ·. ";-~-... •, "- ~ BENCH MARK,' Crri~iu:'iJ SuiiHR£ a,v w-VCRETE ~" SO!JTN SIDE Or &10~ ABOVE Wl'A MA'<K ON L,4 COG TA i©,40 EE' Wc'GT /Jr EL C4MINO REAL , RECVRO Ftfa,11 COtJNrr' ffNCI-I LE//cL5 NO. X. /OP EL€!/. /7, 770 {)4Ttl/11 : V. g_ C. t G. 6. DATE BY REVISIONS ' i ' ~s d , ,; w-"'~ \ Sitn11turt '51;;,~6-• Oat• ~~,, ) r t,,. \ '. --' . -. -::c-- :i '?ISl<"roo en-14 e, E PAOJEC.T W"1p., Gt] deweese CHECKED llflllJ.W • burton • associates t------11-----11 2 f:t.l='t OB IQNQVAA A.L.A. UCENSE DATE ?-8NOYM f2 D&· 00 IJ1NDSCAPE ARCHITECTURE & PLANNING 1302 CAMINO DEL MAR /c. og. eg/ 21 AE'8 a~ H ¥N16 DEL MAR, CALIFORNIA 92014 619/453-7371 APP'D OlfllNGE5 PIW4Tllffl'E PRIVATE CONTRACT [stiml CITY OF CARLSBAD L!!_j ENGINEERING DEPARTMENT IRRIGATION PLAN FOR: CARLSBAD TRACT CT 84-41 ALGA HILLS APl!ROYED: DATE: RE: 23889 ITV ENGINEER SCALES: HORZ: OATS D YE • N E DRAWING NO. DWN BY: CHKD BY: FIELD BY: PROJECT NO. CT-~1-fl JOB NO. 7933 F ; A.: a ,; I -o ~ ~ <'. 'il 2' '1 Ci (il ,: ;1 z C s: z Hl :'Tl b'. :Xl r.: ~! t• I , ., - ' " / ,,:--,-..::: __ ,,,· --·· --,,-:x;::: .,,.-// :.x· /~ ' // I , I I 1. ,/-I /., I / ./, I Ii I I I // / // / / / / // / I _.. , I ' I ( , ii I I I I F< I I I \ I I , I I I I / , I I .. \ \ ',, \ \ \ \ \ I \ ,,\ \ \ I I . \ I \ , \ \ \ _,.,-· , / ,/ +,-,..;a. ,;,,,,,,,,, ,c _,✓ -~ RICK ENGINEERING COMPANY CIVIL ENGINEERS : PLANNING CONSULlllNTS : SURVEYORS 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291·0707 3088 P10 PICO DRIVE CARLSBAD, CALIFORNIA 92008 (619) 729·4987 365 S. RANCHO SANT A FE RO. SAN MARCOS, CA. 92069 (819) H-4-4800 I .,.. .. I ~,,.... I I !!--£a::~ I J .__,,,==-, ',.,. ... Es ffiott ~--.. 16,1> /'-J~;,,t ./ / / v' /'' . I ! I E3ENCH MARK " / LICENSE DATE LANDSCAPE ARCHITECTURE & Pi.ANNING 1302 CAMINO DEL MAR DEL MAR, CALIFORNIA 92014 619/453-7371 • CHANGES PRIVATE CONTRACT fRRIGAT!ON PLAN FOR; Z :>t;er; AA IQ NQVAA ?.8f\lOV 8B 12 RtL· 8fJ I Ip J)EC Sil i1jfgfo SHEET& 27 · CAR LS BAD TRACT CT 84-41 ALGA HILLS l----+--1-----------------+---I IAPPROYED: t---4--1----------------+---1 :::· i;iR::E~:-:;2=,3~a~a009=-=-=-=-=7,c?•c:::T~Y~E~Nnoo:_mlN';._n~l!"'l!~sR~-=-::::: DWN BY: PROJECT NO. DATE: SCALES: HORZ: AS y . NOTED CHKD :~: er 11-1-1 DATE BY REVISIONS APP'D DRAWJNG NO. JOB NO. 7933 F ·' u •' _, •••-••" M \, ;;;: '~ i; "": !:: ,,? f ' "' ' _. \ -------t-·· --------------------------.. ------------ I n I - -~ z C i5 w :Ii z -C, w m w a. ,c ~ 0 . . . , ' '. . . . ' ; ., . . . . . ,• CONTl'IOUER • ALL 01REcT 110J111AL WIRE FROM CONTROUD1 SHAU. ae toOYCLTUF.U.APPRJVEO 14 GlW3e. Mk FOF" COO:ot' QRllNDREl\.AIUNI: , 110-117 YOI.T POWER TO CONTROW.ER rf 01\lEAS • PROVIDE 2 SETS Of l<EYS FOR CONTROJ.ER ANO ENCl,Cl6IJA; 10 THE OWNER side view 1 ,. top . view.-----~•· EXTEAIOA GRADE .... PLYWCOO llACl<!OAIIO. PAM! ANO PAINT W/ 2 CO,.TSOF.EXTERKlA "CITY TAN" COi OREO ENAMEL PAINT BOTH SIDES AND ALL EDGES Of IICIARl. , 'LE MEIJR" MOOEL AK ENClOSURE (Zr X 11' X 35") PAINT GJl!EaN ;, ,, --;,~-CONTROLLER ,, ' 1112' X 11/2'X l/4'GAI.V. STEEL ANGLE STIFFENERS. SECURE CONTROLLERS ANO 1!1.CKBOARO W/CAOMIUM PLATED :Y1f' STCVE B01. TS, I Pl.ACES MIN. SET STIA'IENERS g• APMff. ~;+-+-POWER ON/OFF SWITCH FOflcao'ROUER , WSWEEPELL :i!:'CoNOULli;f'---1-....... •• THICK CONCRETE PAD SLOPE TO DRAIN AWAY FA0M camaJ.81 controller in "Le Meur" enclosure I Notes: 1. The landscape contractor shall identify the media irrigation controller with the following painted stencil label; 'City of C sbad Median Irrigation ·. 2. The landscape contractor shall prepare an as built irrigation plan of the median irrigation system on mylar for submittal to the City of Carlsbad Parks and Recreation Dept. 3. All irrigation sleeves placed beneath Alga Rd. shall be Schedule BO PVC and shall be at a depth of 36'. •• r=, i~n· II 111 • .. \ I ) \ t/ ..J ALGA ROAD 4P ------1,--------1{9'7- ' . . -: . -.. . ... ·. ·.· .. SEE DETAIL THIS SHEET FOR HEAD LAYOUT AND PIPE SIZING CONTROLLER "Z" B STA. PEDESTAL MOUNTED P.O.C. AT METER "Z" (2") VERIFY PRESSURE OF 98 PSI AT ELEVATION 284' FROM 12" WATER MAIN AT 520 H.G. . '•. .. ·-~ ·, .. REDUCED PRESSURE BACKFLOW PREVENTER & . • .• c. ' '=Air, ·- '? PRESSURE REGULA TOR BALL VALVE-(TYP.) QUICK COUPLER (TYP.) LOCATE. A'T PLANT efZ-E:~~ ---+----::AT A\..-EA 12t'.1'w' Ci'3-JTEf'U r-ir:o- !I c, z ,c 0 0 w fl) C a. ' r7r\ NORTH I I I I - B\ TYP. ISLAND IRRIGATION I . I ~-Ft,"-.-,:~- MIJLCH I ;fl C. TYF. 7"P--ee-P~IN ~ \\ -C) ca, \1,1 ~ 0 C) ~ \1,1 ~ .. ----------- 10 20 40 12 t?E'OS€) ~]-14~ OflTE PIIOJE(T db 1,,.101o ~E CHECHEI) DM1.N deweese • burton • associates IZ i:::it=,c., ff! I~ DE:t: m Zl~I? IZ t::'l::ti 00 ~jfl'\{"Pf&-..~ A.LA LICENSE DATE m; LANDSCAPE ARCHITECTURE & PLANNING 1302 CAMINO DEL MAR DEL MAR. CALIFORNIA 92014 619/453 7371 CHANGES l'IINl'DRM ----------•W>J.K,CURB, H!ACl!Fi, ETC. I M~. --'-I•--fi,._-----BUBBLER Hl!AO IJl•-----1112" SCH. 80 PVC NIPPLE . 112" MARI.EX STREET Ill . 1/2" S x T 90• STREET at. PVC 112" MARLEX STREET ELL PVC SxSxTTEE OR SXT90' ELL 1---PVC LATEEW. L-----1/2" SCH. 80 PVC NIPPLE A. bubbler head swing Joint assembly NOTE: NOTE; PLANS ARE DIAGRAMMATIC AND APPROXIMATE. ALL PIPING, VALVE BOXES, BACKFLOW PREVENTERS, ETC"., SHALL BE LOCATED IN PLANTING A•,EAS; NO IRRIGATION EQUIPMENT SHALL BE LOCATED IN SIDEWALKS. LANDSCAPE CONTRACTOR SHALL REFER TO CITY OF CARLSBAD LANDSCAPE AND IRRIGATION GUIDELINES FOR ADDITIONAL INFORMATION AND DETAILS RE[ATIVE TO MEDIAN IMPROVEMENTS . l'IUVAff CONTIIACT ~3 CITY OF CARLSBAD l_!U INOINEERING DEPARTMENT ~ ~ M~DIAN IRRIGATION PLAN FOR: CARLSBAD TRACT CT 84-41 ALGA HILLS !"!'PROVED : IIE: DWN BY: CHKD BY: Y• CITY ENQiilER PROJECT NO. GTM-4! DATE: SCALES: 1 HOIIZ: 1 '1 "" W DRAWING NO. JOB NO. ___ _ I I I I I . / \ \ I I ' SYMBOL ~ -C) 0 -□ 0 @ 0 • ~ Q @ ® ~ 0 0 0 0 0 w @ 0 0 D ABBREVIATION SIZE ACA RED. 1 GALLON APT. COR. RTD.CTNGS 12" O.C. CAL. VIM. 15 GALLON CEA SPE. 1 GALLON CIS.ANT. 1 GALLON 2'O.C. CIS. PUR. 1 GALLON CUP. ANA 24" BOX eve. REV. 12"BTH MIN. ESC. FAA. 5 GALLON EUC. CLAD. 15 GALLON EUC. LEH. SGALLON 15 GALLON EUC. MAC. 5 GALLON 15 GALLON EUC. POL. 5 GALLON 15 GALLON EUC. SID. 5 GALLON 15 GALLON FIG. PUM. 5 GALLON 10' O.C. LAN. MON. 1 GALLON LEP. LAE. 5GALLON LAG. IND. 15 GALLON MULTI MEL. NES. 5 GALLON MET. EXC. 15 GALLON MULTI PIN. CAN. 24" BOX PIN. HAL. 24"" BOX PIN. PIN. 24" BOX PIT. TOB. 5 GALLON PIT. WHE. 1 GALLON RAP. IND. 5 GALLON SCH. TER. 24" BOX MULTI SYZ. PAN. 5 GALLON WAS. ROB. 10', 16. AND 20' B.T.H. BOTANICAL NAME COMMON NAME ACACIA REDOLENS ONGERUPS ACACIA APTENIA CORDIFOLIA RED APPLES CALLISTEMON VIMINALIS WEEPING BOTTLE BRUSH CEANOTHUS SPECIES. "JOYCE COULTER" N.C.N. C ISSUS ANTARCTICA KANGAROO TREEBINE CISTUS PURPUREAS ORCHID ROCK ROSE CUPANIOPSIS ANACARDIOIDES CARROT WOOD CYCAS REVOLUTA SAGO PALM ESCALLONIA FRADESII N.C.N. EUCALYPTUS CLADOCALYX SUGAR GUM EUCALYPTUS LEHMANII BUSHYYATE EUCALYPTUS MACULATA N.C.N. EUCALYPTUS POLYANTHEMOS SILVER DOLLAR GUM EUCALYPTUS SIDEROXYLON RED IRON BARK FICUS PUMILA CREEPING FIG LANTANA MONTEVIDENSIS N.C.C. LEPTOSPERMUM LAEVIGATUM AUSTRALIAN TEA TREE LAGERSTROEMIA INDICA 'MUSKOGEE' LAVENDER CRAPE MYRTLE MELALEUCA NESOPHILA PINK MELALEUCA METROSIDEROS EXCELSUS NEW ZEALAND CHRISTMAS TREE PINUS CANARIENSIS CANARY ISLAND PINE PINUS HALAPENSIS ALEPPO PINE PINUS PINEA ITALIAN STONE PINE PITTOSPORUM TOBIRA TOBIRA PITTOSPORUM TOBI RA 'WHEELER!" "WHEELER'S DWARF' RAPHIOLEPIS INDICA INDIA HAWTHORNE SCHINUS TERE[JENTHIFOLIUS BRAZILIAN PEPPER TREE SYZIGIU PANICULATUM AUSTRALIAN BRUSH CHERRY WASHINGTON IA ROBUSTA MEXICAN FAN PALM WEEPING VINE ~-,L,--...... ~--<crssus ANTARTICA SPACING 10 o.c. 12" O.C. AS SHOWN 4"0.C. 12" o.c. 4'0.C. AS SHOWN AS SHOWN 5'O.C. AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 5'O.C. 5'0.C. AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN 4'O.C.@ 2'ROWS 2'1/2" O.C. 4'O.C.@ 2"ROWS AS SHOWN AS SHOWN AS SHOWN '-'---INED DITCH (BY' OTHERS) SEE CIVIL DRAWINGS t--SOIL SEPARATOR (BY OTHERS) RAVEL BACKFILL (BY OTHERS) RIBWALL (BY OTHERS) SEE CIVIL DRAWINGS ' LIMBING GROUNDCOVER ,(FICUS PUMILA) -+JO SCALE cribwall' lantin NOTE: REFER TO CITY STANDARD DETAILS FOR MEDIAN ISLAND LANDSCAPE AND IRRIGATION • ■ SHRUB OR TREE---- FERTILIZER TABS..;_ ___ _ PER SPECS. CONTAINER DEPTH--,--- (12" MIN. FOR LINERS) PLACE ROOTBALL O.N . .;.. ---=:+= NATIVE SUBGRADE-· 3>I CONTAtlER DIA.,-~---J---(12" MIN; FOR LINERS) .,_ ____ __., slope planting RUBBER GARDEN HOSE 12 GA.GALV. WIRE-----e'- (NOT TO BE SPLICED} 3/8"X1/2'' C.V.T. HOSE (WHITE) INDUSTRIAL HOSE & RUBBER 2876 S. VAIi.; CIT'!' OF COMMERCE CA. 110040' WATER BASIN"--'---- 2'-0'" MIN. • 2X4 X 3•-0•• LON RWD; DEADMEN- AMENDEDI BACKFILL Ml~-✓ ROOTBALL PLACE ROOTBALL ON NATIVE SUBGRAQI:-----✓ NOTES: MIN; 3 GUY WIRES PER SPECIMEN, RAKE BASINS SMOOTH PRIOR TO SEEDING.· GU¥ ALL TREES LARGER THAN 15 GAL. C. tree guying 1l PLACE 2•i ? LODGEPOLE OUTSID~ ROOTBAL~ Ofi 11" AWAY: FROM TRUNK. 2. IMAGINARY LINE BETWEEN STAKE AND' TREE SHALL BE PARALLEL TO PREVAILING WIND DIRECTION. 3. NAIL TO STAKE & TIE LOOSELY 1" WIDE PLASTIC TAPE •. DOUBLE WRAP TAPE. 4, FOR TREE TIES SEE NOTE 33 s,' USE 21 GRAM 20-10-5 FERTILIZER TABSJ PER SPECS! \VATER,BASINI------------. FINISH GRADE-------1 FERTILIZER TABS----------= AMENDED BACKFILL; Mll t.:-#"1 ' ,'.'_,;,,.. I •~ ' ... I I ,/___- NOTE: / A SOILS INVESTIGATION HA~-B[EN MADE FOR THIS DEVELOPMENT AS NOTED ON SHEET NO. I OF GRADING PLAN AND ON THE RECORD MAP. All EARTHWORK HAS BEEN OR Wlll BE PERFORMED UNDER -THE OBSERVATION OF A QUALIFIED SOILS ENGINE'fR IN ACCORDANCE WITH LOCAL ORDINANCES. THE USER OF THIS PROPERTY IS ADVISED, HOWEVER,· THAT THE LOT OR PAD CREATED MAY OR MAY NOT BE COMPLETELY SUITABLE FOR THE USE INTENDED, THE USER IS ADVISED TO EMPLOY SUITABLE SOILS AND STRUCTURAL ENGINEERING ADVICE IN CONNECTION WITH ANY PROSPECTIVE DEVELOPMENT OR.USE. RICK ENGINEERING COMPANY CIVIL ENGINEERS, PLANNING CONSULTANTS : SURVEYORS 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291·0707 3088 PIO PICO D&:UVE CARLSBAD, CALIFORNIA 92008 (619) 729·4987 365 S. FIANCHO SANTA FE RD. SAN MARCOS, CA. 92069 (619) 744"4,800 -__ ,,./ --. --- / ,.,.,,,-,- I \ \ / ' ' \ I \ \ ! ! ' ' \ \ ·..._ __ ,,"'"'"\, . \. .15 I I I /. CAL. VlM, . I J':51ifll"~. "-. -/ •,; , .. ,2 :>, ~\.Y I I I I I ·, -~> ~ - <:::,_ ,, ... ., I : \ ·-'-... -~ ' ' 'Vr b-oi ~ •• -I ('·; ~-~··., I I I ', "'J,; ,;( 'I~, '>'i: /}~~~Q : w I ·~-----'•" --._::: ==-e; --, ,,._,,, _:. ·-..:._ r--~.,, --'-! ··- ·, - 17-~' Cr---:-\ • _/., / 13ENCH MARK -- '··,.,,"-... .. __ , _____ --- · -- ' , .. , 1,, ,--~-·-·· / ! ! I I I i I I i / CHISELED 50.UARE ON CONCRETE C//1?8 SOUTII S!OE Of BR!06E ABOVE WPA • MARK' ON LA COSTA ROAD 85' WEST OF t:L CAMINO REAL . RECORD FROM : COUNTY BENCH LEVELS I NO. OC /OE' ELE/1. 17 710 / DATUM I US.C. I G'.S. // I JIG;., DATE BY WAS. ROB; I/'' " I '. I / I / ~ ~ = n I ,.,.y,,11 1___, .. .. ~-• Af'l~Jllf 41.ic...JI~ o ''" DFP ' ,0 I.DI ' REVISIONS " ,, ... ..., db deweese • burton • associates UC ENSE DATE I.At JDSCAPE ARCHITECTURE & PlANNlr-.G 1302 CAMINO DEL MAR DEL MAR. CALIFORNIA 92014 619/453, 7371 W'::>B> CHEOiED CHANGES PRIVATE CONTRACT CTrJ CITY OF CARLSBAD . ENGINEERING DEPARTMENT PLANTING PLAN FOR:, 01-14~ PAOJ€CT DAfllJN PAINT Dlffl: ~ 7 CARLSBAD TRACT CT 84-41 ALGA HILLS . !APPROVED: I DATE: ITV ENGINEER SCALES: AS RE: 23889 HORZ: vsa, NOTED DWN BY: PROJECT NO. DRAWING NO. CHKD BY: c,,"1-1-1 APP'D IFELn BY: PRELIMINARY NOT FOR CONSTRUCTION JOB NO. 7933 F I I I -I I TI~----. ) □ j i. G) z c: :::~ m !Tl JJ !_I {"'-••=,·-•·-'' __ .,, ,1 \ -~-· -·--~--· \ SCALE: .\ ,--------:=::--,CR ,31 '/::'~~ -('A) U,, ,,, -~ l'f I I --. ··::::-' .,--;· ' / I I ' I ~~=!/ / ( ' ;/~ / I / i ,,..,-·, -· I ' r I I I I NOTE: I I \ r··· I I I I I A SOILS INVESTIGATION HAS BEEN MAD£ FOR THIS DEVELOPMENT AS NOTED ON SHEET NO. I OF GRADING PLAN AND ON T!I[ RECORD MAP. ALL FARTHWORK HAS BEEN OR WILL BE PERFORMED UNDER THE OBSERVATION OF A QUALIFIED sor: s ENGINEER IN ACCORDANCE WITH LOCAL ORDINANCES. THE USER Of ,rtIS PROPERTY IS ADVISED, HOWEVER, THAT THE LOT or PAD CREATED MAY OR MAY NOT BE COMPLETELY SUITABLE FOR THE USE INTENDED. fHE USER IS ADVISED TO EMPLOY SUITABLE SOILS AND STRUCTURAL ENGINEERING ADVICE IN CONNECTION WITH ANY PROSPECTIVE DEVELOPMENT OR US[. RICK ENGINEERING COMPANY CIVIL ENGINEERS : PLANNING CONSUL'mNTS : SURVEYORS S620 FRIARS ROAD SAN OIE;OO, CALIFORNIA 92110 (619) 291·0707 3088 PIO PICO DAIVE CARLSB,.D, CALIFOFtNIA 92008 (619) 729·4987 365 S. RANCHO SANTA FE RD. SAN MARCOS, CA. 92069 (619) 744·4800 I I / / i ' ! \ I I \ \ \ ' \ \ I \ \ \ '' - \ TW, 199.5 ' ,, - (" ,, '/ ,5' HT SLU \ \ \\\_ db \ \ \ , r1, • CAL. VIM. // / / -,-/ ' / / / L. \ --/ _/ ; I -/ _,,_.• · __ /-, N...._,_,,, -rw)/133 --p;,f:.r-_j_~•2f!i!!J.r.6--_JT."-".1','.?~_ l:'?E\"f e8 llflrE l,.J">f? /'') \ / -~--,,,.. . ':It ----e~~ <' ' o.o ', -I I I EUC1 CLAoi \ 1'3 \ \ I I " i~·:a.-·~ '-::. 'I.~,.: 1 ' ' ' ( ~ \ I I I , I I \ SEE NOTE .... te' T7.' THIS SHEET ~:,,.J,-'-:....)----..__,- UJ z -_, ::c 0 I- ct ~ ITr] 8 \,\\ 'I; ., \ ·('''· \ . I i I \ 'I__,..,.__ I \.~HOS 1,urlo11 I ' I \ \ \ \ I I ( I ' (.o ':_-,...~· ~11-"---.:~~t~:'.J' z ~pr" c,i. or CA '--=-- PRIVATE CONTRACT .. I I \ / I I ' I \ CITY OF CARLSBAD ENGINEERING DEPARTMENT ~ ~ · PLANTING PLAN FOR: deweese Ol€CHED DfRIW • burton • associates __ ...... ___ ,-z-_.,, .. §fl ..... i"". !'i_S.,. IQ Q@:e,ei z.e.N CARLSBAD TRACT CT 84-41 ALGA HILLS A.LA. LICENSE DATE LANDSCAPE ARCHITECTURE & fltflNNING 1302 CAMlro DEL MAR DEL MAR, CALIFORNIA 92014 619/453-7371 CHANGES IZ PRINTDfm: t---+--+-----------------+-~ 1APPROVED: t---+--+--------------~--+-~ ~· "'RiE~:~2~3~88~""9=-=-=-=-=""'::c~IT~Y~~E""N~"'G:=•~R~E~E .. R~-=-=-~ OWN BY: PROJECT NO. CHKD BY: CT --1-1 IE D BY• '7 DATE BY REVISIONS APP'D PRELIMINARY NOT FOR CONSTRUCTION DATE: SCALES: HORZ: AS NOTED DRAWING NO. JOB NO. 7933 F I I I I ,., I'/' ,, " '' f__ 1/\' t; l. , I "> H ·---····-·•-~---•"-•W ,, - 'i'. Jl _,, 'I tr )~ .':i ~ 1;> ,--·~-.. -•--·-•-·- -- \ ) , ' ' [ I SCALE' i \ \ f ·=30' 5' HT SLUMP BLOCK WA!.!L ANNUA COLOR ! · 1.004"ro"R>ay e,••o.c... ' NOTE: . \ ~ ., ., ' \l-t .. .1 ·, r, ~ \' r,,f·~i_-\ \ - A SOILS INVESTJGATION HAS BEEN MADE FOR THIS DEVELOPMENT AS NOTED ON SHEET NO. 1 OF GRADING PLAN AND ON THE RECORD MAP. ALL EARTHWORK HAS BEEN OR WILL BE PERFORMED UNDER THE OBSERVATION ,OF A QUALIFIED SOILS ENGINEER IN ACCORDANCE WITH LOCAL ORDINANCES. THE USER OF THIS PROPERTY IS ADVISED, HOWEVER,· THAT THE LOT OR PAD CRFATEO MAY OR MAY NOT BF COMPLETELY SUITABLE FOR THE USE INTENDED. THE USER IS ADVISED TO EMPLOY SUITABLE SOILS ANO STRUCTURAL ENGINEERING ADVICE IN CONNECTION WITH ANY PROSPECTIVE D~~EL0~~E~! OR USE_ RICK ENGINEERING COM.PANY CIVIL ENGINEERS: PLANNING CONSULTIINTS : SURVEYORS 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619} 291 ·0107 3089 PIO PICO DRIVE CARLSBAD, CALIFOHNIA 92008 (619) 729·4987 365 S. RANCHO s·ANTA FE RO. SAN MARCOS, CA. 92069 (619) 744·4800 I I r >- ,. ,. \, ,, \,-"\ \ \ i i I I I ,· I / \ \ \ \ i (_ ____ ----7 I I I !4567' I I 1/ ,/y . ;~~ ,/' . -·,., I T. EXC. ' l • :..,...,,..:;..,.......,."-7''-,,<:,.,:.,~...,..~::,f-+--f-----· ~-------,1---,~ .., , .,,,...;,,,.,<.-- / ' _/· ' ¾ -. ~~ "·,, . ' '\ . '-. ~-' )..AN.MO ·) / ' . . . / '·,._,_, "~ ""-'~~- -~""-·:::,. -~ --~ ' "'' -~--" '' - ( - \ \ I Q \\ ', ---. l(-;~1fl.-~=~ ! • :, ' I o EUC. CtAO-. - \ \ • /1/ J //<%. / . / / / l ... _,/·/ I p./. / \ //'/ I / \ / '~ / I \;-- -~-·_-: .. 7-<.:.::.. ....• :~--·-·---·-•---, :\ .:· %"/>,(< l-.. 'l / . . . . ~---,/-. I • -~: ~--,~::_,/ / 6 :· / \ 0 '' -~--------1--,F; ' ··-( ' ~r""t:-ir-.--,-,!91~ _Ji;-t;.y_-_-r_ --;;;f I 1 .i ~...1_,,.;tr'-s: --- ","-\_ ), (' I ' / ~ -~ I \ \ / ( ' ' I \ ) I ' / _/ -- NOTE: SEE SHEET -1+ -FOR PLANTING NOTES · SEE SHEET-I+-FOR PLANTING DETAILS SEE SHEET -l'!I -FOR PLANTING SPEC"$ ! SEE SHEET -Ill>. FOR HYDROSEEDING SPEC'S SEE SHEET -I+ -FOR PLANTING LEGEND PRIVATE' CONTRACT DATE: SCALES: ~~R:z: NiiED DRAWING NO. PRELIMINARY NOT FOR CONSTRUCTION JOB NO. 7933 F ) , \ \ \ ............. ' _,./" .,L.. .....,.-~· ./WAS. ROB: .. ,, ~ - / .. ~, I .. / / . zo u, ~ ' / ./.ill - / NOTE: I i, ./ i r ' i , \ I / / ,_ A SOILS INVESTIGATION HAS BEEN MADE FOR THIS DEVELOPMENT AS NOTED ON SHEET NO. l OF GRADING PLAN AND ON THE RECORD MAP. All EARTHWORK HAS BE EN OR WILL BE PERFORMED UNDER THE OBSERVATION OF A QUALIFIED SOILS ENGINEER IN ACCORDANCE 111TH LOCAL ORDINANCES. THE USER OF THIS PROPERTY IS ADVISFO, HOWFVfR, THAT THE LOT OR PAD CREATED MAY OR MAY NOT BE COMPLfTELY SUITABLE FOR THE USE INTFNDFO. THE USl:fl IS ADVISED TO EMPLOY SUITABLE SOILS AND STRUCTURAi ENGINEERING ADVICE IN CONNECTION WITH ANY PROSPECTIVE D[VEIOPMENT OR USF. RICK ENGINEERING COMPANY CIVIL ENGINEERS: PLANNING CONSUL'DINTS : SURVEYORS 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291·0707 3088 PIO PICO DRIVE CARLSBAD, CALIFORNIA 92008 (619) 729·4987 365 S. RANCHO SANTA FE RD. SAN MARCOS, C...,_ 92069 (619) 744·4800 I I SHEET \C\ \ \ I I . ·. . .... .. \-' •·, ,, .3 / ~ ·,· . ·.• .. ' \ E C. PO. .. )I (,'---·"'-· \ ..... -· I M T. EXC. EA. SPE. · Q + .l_ ~-~\kh \ \ i /', .) \ '-'It! / (~ \~ .. I I . ' I \ db deweese R.LA. ~ i I • burton • associates LICENSE DATE LANDSCAPE ARCHITECTURE /51 PLANNlf\G 1302 CAMINO DEl MAR DEL MAR, CAUFORMIA 92014 619/453-7371 ,, ,i..-,l=l"l:, BB BJ-1'1-6 ORTE PAOJE(T w ":lie, CHECKED CHANGES Pf: DRAWN PRINI' DflTE ----·-... ' _,,. -----------· ---···/-i I :tilll;.::;::.-L.~.-t,.;. ~<irtfin ' I 0 -AND) ·ME p~ s •• ~\ ' ! \ \ ' ----- ' ~. "' ' \\. ' / / / ,.· ~, , • \ I \, \ \ Li' u. 1'1\11\l ON \ N R THE , "".._,, 1 1 CONTRACT. 60 ' ' SEE SHEET -14-FOR PLANTING NOTES SEE SHEET _ \"!--FOR PLANTING DETAILS I SEE SHEET -1,;,-FOR PLANTING SPEC'S 1SEE SHEET -l~ -FOR HYDROSEEOING SPEC'S • SEE SHEET -14 • FOR PLANTING LEGEND i,.J, PRIVATE CONTIIACT CITY OF CARLSBAD EIIIGINEERING DEPARTMENT PLANTING PLAN FOR: ~ ~ CARLSBAD TRACT CT 84-41 ALGA HILLS 1----+--+-----------------+----I IAPPROVED: 1 ~D_li_.r_l!_: ---~ :,:--....-,=::--.=>:im ... ...--'-. SCALl!S: AE: 23 9 ITV ENGINEER . HORZ: AS DWN BY: l----+--+-----------------+----1 CHKD BY: PROJECT NO. CT H---1-/ DATE BY Rl!VISIONS APP'D IELD BY: PRELIMINARY NOT FOR CONSTRUCTION NOTED DRAWING NO. JOB NO. 7933 F • I '. ___________ :___ ____________________ ~-------------------------------------------, I \ \ 1 1 I I : \ \ I I I : \ \ I I I I ; \ I ' •' \ I \ \~ '\ . .,,-k, I .. 4 ' I \~>)y· 21' I I, ;.{· I ' J((\'1' ... / \ I I ' I / I \ I I . I , I > I I \ / \ ' ·, \SCH. TE . ' -· :. ... .. ' ,,• ' ' ' .. / / / I ' : .. ·' . \ "·- ,,{ .· .. ~'-~--~·'--·-:7~~;~~~-::.;=~ .,.~ -_-........ , .. ------.. -------:.;.·,;:.··- / ... ''"" ~. ---·• -~---- NOTE: , ··, ' I r / / A SOILS INVESTIGATION HAS SEEN MADE FOR THIS DEVELOPMENT AS NOTED ON SHEET NO. 1 OF GRADING PLAN AND ON THE RECORD MAP. ALL EARTHWORK HAS BEEN OR WILL BF PERFORMED UNDER THE OBSERVATION OF A QUALIFIED SOILS ENGINEER IN ACCORDANCE WITH LOCAL ORDINANCES. ,, I THE USER OF THIS PROPERTY IS ADVISED, HOWEVER,· THAT THE LOT OR PAD CREATED MAY OR MAY NOT BE COMPLETELY SUITABLE FOR· THE USE INTENDED. TH( USER IS ADVISED TO EMPLOY SUITABLE SOILS ANO STRUCTURAL ENGINEERING ADVICE IN CONNECTION WITH ANY PROSPECTIVE DEVELOPMFNT OR US£. RICK ENGINEERING COMPANY CIVIL ENGINEERS: PLANNING CONSUL'lllNTS : SURVEYORS 5620 FRIARS ROAD SAN DIEGO, CAUFORNJA 92110 (619) 291·0707 3088 PIO PICO DRIVE CARLSBAD. CALIFORNIA 92008 (619) 729·-1967 365 S. RANCHO SANTA FE AD. SAN MARCOS, CA. 92069 (619) 744·-4800 SCALE: I" =,;JO' LANDSCAPE ARCHITECT TO FIELD LOCATE ALL SHRUBS AND TREES ON SLOPES. .• I i I /) l"• • ' • \ \ \ I NOTE: STREET TREES SHOWN IN OUTLINED AREAS ARE TO BE MOVED OUT OF R.O.W. AREA AND PLACED 3' AWAY FROM THE BACK OF R.O.W. LINE. /. ~( ; --- J • • : / ---./ _,./~/ ---->;-· ( BENCH MARK ~--··· ------------~---- CHISELED saUAFfE ON CONCRETE CURB SOUTfl SID£ or BR/08£ ABOVE WPA MARK ON LA COSTA ROAD 85' WEST OF EL CAMINO REAL . RECORD FROM : CIJUNTY BENCH LEVELS NO. OC 102 ELEV. 17. 770 DATUM: USC. I G.S. . ' . .. . .. : .. ,-~ -\\\~~~~- . \\ ( PRIYATI! CONTRACT 1------------+--+----------· 0 +------t ~ CITY OF CARLSBAD ~7 ~ ENGINEERING DEPARTMENT ~ ~::::::...:::::::==::::::::::::::::::::::::::::==:::======-==~ "-ANTING PLAN FOR: CARLSBAD TRACT CT 84-41. ALGA HILLS l-~--1---1----------------+----t !APPROVED: DATI: -...,...,_.,,.=---::rnrn.m-.om1,--SCALES: AS l----l---l----------------+----tuR:::'E"::.:::2_3::=.88=.':::9-=-=-=-=-C~l';:T;;:;Y~E~N:Gi~N:;:=EE~R:;;=~ HORZ: C NOTED DWN BY: PROJECT NO. I-IlD"'R11;._w_lN_G.:..:..:..N:..::O=-. --1 l---~--1----------------CHKD BY: CT 114-1-J APP'D IELD BY: DATE BY REVISIONS PRELIMINARY NOT FOR CONSTRUCTION JOB NO. 7933 F ~ r-·-·-··-·---- ,,_ \ ) \ • \ . \ \ '· \ \ ' ' \ \ \ \ \ \ ' \ \ ' \ \ \ \ \ . \ ' \ \ \ . ' \ \ \ \ I . \ \ \ \ \ \ ': \ ' \ ' ' .:.. ) ') '"" . I --... \ \\ ' •, -· ·; .- i .. I I ·, \ NOTE: . · ,---- . .. ;._ ~•, \ . \ ' ' . . ' \ \ -~--- ~-·-.., \ \ ' \ \ ~ \ \ \ \ \ \ \ \ \ ' \ \ ' \ ' A SOILS INVESTIGATION HAS BEEN HADE FOR THIS DEVELOPMENT AS NOTED ON SHEET NO. 1 OF GRADING PLAN AND ON THE RECORD MAP. ALL EARTHWORK HAS BEEN OR WILL BE PERFORMED UNDER THE OBSERVATION OF A QUALIFIED SOILS ENGINEER IN ACCORDANCE WITH LOCAL ORDINANCES. THE USER OF THIS PROPERTY IS ADVISED, HOWEVER,· THAT THE LOT OR PAD CREATED MAY OR MAY NOT BE COMPLETELY SUITABLE FOR THE USE INTENDED. THE USER IS ADVISED TO EMPLOY SUITABLE SOILS ANO STRUCTURAL ENGINEERING ADVICE IN CONNECTION WITH ANY PROSPECTIVE DEVELOPMENT OR USE. RICK ENGINEERING COMPANY CIVIL ENGINEERS: PLANNING CONSULV.NTS : SURVEYORS 5620 FRIARS ROA.D SAN DIEGO, CALIFORNIA 92110 (619) 291·0707 3088 PIO PICO DRIVE CARLSBAD, CJ\LIFORNIA 92008 (519) 729·4987 36e S. RANCHO SANTA FE RO. SAN MARCOS, CA. 92069 (619) 74•4-4800 • • SCALE, • i • I . I . • ( ., ..) 1::::) ""' • • •; • --- L~NDSCAPE ARCHITECT TO FIELD LOCATE ALL SHRUBS AND TREES ON SLOPES. BENCH MARK -·--------,----------------------- CH!5£LED SQUARE ON CONCRETE CfJRB 80UTH SIDE OF 8RI06E ABOVE IA/PA MARK ON LA COSTA ROAD Bti' WEST OF [L CAMINO REAL. RECORD F80M : COUNTY BENCH LEVELS NO. OC toe ELEV, IT. 770 DATUM: USC. I G.S. I/• , ,, " 1ft • 'I I ~, 2:,j, DATE BY REVlslONS ' I I I ' I \ \ Cl ~, Li N F"'."'-H I I I .. I ~ 1r---Jr..-, I I db \ I \ \ \ \ \ \ \ \ . \ ', '\ \ \ \ \ ' \ \ \ \ \ dewees~ • burton • associates RL.A LICENSE CflTE LANDSCAPE ARCHITECTURE & PLANNING 1302 CAMIIIO DEL MAR DEL MAR. CALIFORNIA 92014 619/453, 7371 ---·-·-.. _ --.. --·~----~-- ' ··. ···• ... 9c J::'"?'Wr ~ e,1-!4e> DATE PAOJECT ld..,,r:, I?\:= Ot€CHED DMlJN ~~i ?BNOY, AA I 1 ~ ll§;;. f;l8 ii~~ ORll3e5 l'IINl'Df!N! PRIVATE CONTRACT ~ CITY OF CARLSBAD rm 7 ' ENGINEERING DEPARTMENT PLANTING PLAN FOR: CARLSBAD TRACT CT 84-41 ALGA HILLS APPROVED: DATE: RE: 23889 • ITV i!NGiAl!l!II SCALES: HORZ: AS VO:D• NOTED DWN BY: PROJECT NO. DRAWING NO. CHKD BY: CT 81--'f-l APP'D "''E' n BY: PRELIMINARY NOT FOR CONSTRUCTION JOB NO. 7933 F • ~ ~ ~ • ~: ~ !3/ '.:;, ,. ' C ~ < ~ ffl :;;! n a d i ,. " I / I a ~ • ~ ' ~ ~ m '" ' 2 ~ ,· ,. 11 7, . , t ,:, d ;, ~ ~I l c, 0 h ' ~ n n ,, "> a ..... ~) z ,. < ;? GJ • z C jj I ~ il I !II :i m /" ti I " •• ;i; , l'., L----~~---·· ,.-,-.. , . ' ' \ ) )J ~1 ~ X :.~ "' :, .,,. l :.:i "' ' <: . " \~ z: ·'.:! :::i (jJ ,: z • \ C i 1:J ?: \; ~ .. ~ n > .11 , .. izj I ---- \ . \ \ \ \ \ \ .· \ ·.,,. . \' \ . \ ' ;1 (--- •, •,, •,, / --~"--~- '· ....... ,...... •, j I I i \ . \ ,·' ~--- . NOTE: ,._ ' A sons INVESTIGATillN HA·s BEEN MADE roR THIS r~·, I DEVELOPMENT AS NOTED ON SHEET NO. 1 OF BRADING PLAN 1 '•J ANO ON THE RECORD MAP. ALL EARTHWORK HAS BEEN OR / WILL BE PERFORMED UNDER THE OBSERVATION OF A 1 QUALIFIED SOILS ENGINEER IN ACCORDANCE WIT!! LOCAL _II ORDINANCES. THE USER OF HIIS PROPERTY IS ADVISED, HOWEVER. THAT / THE LOT OR PAO CREATED MAY OR MAY NOT BE COMPLETELY• / SUITABLE FOR THE USE INTENDED. THE USER IS ADVISED / TO EMPLOY SUITABLE SOILS ANO STRUCTURAL ENGINEERING / I ; \ '·. ~------~" . ·-. . . ·. . . . / . . . ' ..... . •' .. . 2 . . ...... 0-:-~--:.:...· ··--__ ---. ---,,.,.,_ . ,· t\, . ----·-... ' . . ' : t~'L~ .. -~Eiir~ _3 6600· · · . , .. ·. ·.. ,ft> t'lo aet' • • r I / !2'7t z~ ----~ 8 ·, : i;l' _;· !86.· .-.:. \ · CEA.SPE. \\\ Cts.'PUA. I ' . ---ADVICE IN CONNECTION WITH ANY PROSPECTIVE~ DEVELOPMENT OR USE. RICK ENGINEERING COMPANY \ NOTE: ET . TLINED \ AREAS1 TO . ........_ .W. , ) CIVIL ENGINEERS ; PLANNING CONSUL'lll.NTS ; SURVEYORS 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291·0707 3088 PIO PICO DRIVE CARLSBAD, CALIFORNIA 92008 (619) 729·4987 365 S. RANCHO SANTA FE RO. _SAN MARCOS, CA. 92069 (619) 744·4800 .\ AREA At-l~ PLACE ?' . . -..._..,, AC'K '·'--"---'OF R.O.W. i,1NE. , - ~ . ·-~-""--· .... '• 1.6 I. 0 . . •, .',, \ ' . • '-------. --'·~\ =· -~---~ --. \ ·'\ ~'~\ • \H±±:±l"l IQ)~~., . t ./ cc;~ , .. · D ' !.; ,.~, 10 # , .. <;;3 ~ #"' ~ ~ ~ ' ' r1/0~4J @·) · · : IRRIG ·.··. FORMI ___ ,.. ___ , ...... -.. ----- _( ... -. . ,,._,, ., •. '. ,,,,.,,,, . . ., -'' -. ·. ,.. \ \ \ \ . • • • • lj I \ \ . \ • • *?~~-' / I I. i JJg"$'~-M ~--~ ·.._·,., ""'- -->:StA_P E-AR ECT TO -~ lD LO'CIAJE AL SHRUBS EES ON-$LOPES. .. . . ....,,,_ OTE:: " ALL W -.. SHOWN ON l'HESE PLANS AR -T IN THE 0 SCOPE: OF THIS CONTRACT. BENCH MARK. Cftt::,(;;lt:0 GuMKE vi/ wVCA'ET£ ~.5 f}O(JTII SIOE OF &!OGE A80rf' WPA Mlll<K ON LA COSTA !i"MO 85' WEST OF EL C4MINO !?EAL , REa?RO FR411 CCJ(JNTr' fflr/CII LE//ELG NO. X. /02 Et.EV. /7, 770 db deweese • burton • associates A.LA . LICENSE DATE LANDSCAPE ARCHITECTURE & PLANNING 1302 CAMIOO DEL MAR DEL MAR. CALIFORNIA 92014 619/453-7371 H ">r> OiECHED CHANGES ,invATI! CONTIIACT SHEET ,231 CITY OF CARLSBAD ENGINEERING DEPARTMENT PLANTING F'lAN FOR: . • ,;;p-14S PROJ(CT .t?f DMJ.1,1 PRINl'DAM ~ ~ /)41tlM: U.6. C. f G.G. CAR LS BAD TRACT CT 84-41 ALGA HILLS 1---+---11-----------------+---I IAPAIIOVED : 1----+---11-------------------i =· 11"':.,ES:""2,Z';s=e~e""9~---_-_-_.,,_c,;,;""'1~T"'Y;_-.=e~N""o~..,.1="~!•!~fi;:-_-~ "'D=w=N-cB=Y-, ---, PROJECT NO. 1---+--+--------------+---1 cHKD BY, er M-+i DATE BY REVISIONS APP'D FIEL BY: • DATE: SCALES: HOIIZ: AS VE . NOTED DRAWING NO. I Oi :ri· :k .... ~ ,~> '"=~ 2": (jj i z1 ~ II ..~;o, I! rn 1 ... ,., I ,.,",,• !!~' ---·----: ) L __________________ _.;_ _______________________________ ~ ____ P_R_E_L_IM_I_NA_R_Y_--=-:=-=--:....:...:::..:..=:::::::::::::::=::::=:._J ._1 1 ~ ~- 1 -~: ~JOT FOR CONSTRUCTION JOB NO. 79!3 F \.._~ ~v,:;~~ .~f-:'<.T! , ~ 1 \;< ~--.:-· ~ y \ \~--,;, . . \"' ./ \ \ r - NOTE: . \ \\1 \ . \ \\ \~, \\ \ . \ \ I A SOILS INVESTIGATION HAS BEEN MADE FOR THIS DEVELOPMENT AS NOTED ON SHEET NO. 1 OF GRADING PLAN AND ON THf RECORD MAP. ALL EARTHWORK HAS BEEN OR WILL-1• BE f'ERFORHED UNDER THE OBSERVATION OF A O~ALIFIED SOILS ENGINEER IN ACCORDANCE WITH LOCAL OKDINANCES. THE USER OF THIS PROPERTY IS ADVISED, HOWEVER,· THAT THE LOT OR PAD CREATED MAY OR MAY NOT BE COMPLETELY SUITABLE FOR THE USE INTENDED. THE USER IS ADVISED TO EMPLOY SUITABLE SOILS AND STRUCTURAL ENGINEERING ADVICE IN CONNECTION WITH ANY PROSPECTIVE OFVFIOPHFNT OR USE. RICK ENGINEERING COMM.NY CIVIL ENGINEERS: PLANNING CONSUL'lllNTS : SURVEYORS 5620 FRIARS ROAD SAN DIEGO, CALIFORNIA 92110 (619) 291·0707 3088 PIO PICO DRIVE CARLSBAD, CALIFORNIA 92008 (619) 729·4987 385 S. RANCHO SANTA FE AD. SAN MARCOS, CA. 92089 [819) 144·4800 j I I I I ,1 . ~~11~ _c,_· I / I ") I ,, V' J , . / \ \ ) I /, I • . ~ ~ .. . •. . ·.... \ SEE SHS:.,T -\ ,I. ~ FOR PLANTIN NOTES \ SEE SHEE~\4-FOR PLANTIN QETAILS J SE.E SHEET -~ -FQ.R PLANTI S~EC'S SEE SHEET -I -FOR HYDF1,0 EDIP\IG SPE , S SEE SHEET -14 -FOR PLANtlNG LEGEND / / I ·. L I , I I --:-. I ... -. -' / / p.___ ,. ./,/ --- :"_.-~-: -====:~<:::-g~~~~i~~t '. •, '---~\ '--.::✓ \ . \r.~~~ii::✓i}~•t. 1ND T11EES ON ~LOPES. . ' -_..._..c_ ' \ \ ~ .'\.. ..... A LAD CA E E R , LA D \ IAT~ I 0 HE ... ' \ I BENCH MARK '-CHISELED SO.UAR£ ON CONC'RET£ CURB SOUTH . SIOE Of BR/08£ AOOVE WPA I MAR/f ON LA COSTA ROAD 85' WEST OF t:l CAMINO REAL . I RECORD fflOM : COUNTY BENCH LEVELS I, NO. OC IOI? ELEV. 17. 770 I DATUM: U.S.C. I 6.S. I I I 11/p::,/,i , .. DATE fl- EUC. LEH. • 6'0 I -.. i.-1-~1 \ I I \ \ I i 1· \ \ '\ . \ \\\ i.:M /'l:\ I • • .IV :EE;f; -r' -11:?l r:a rr ,....,_ OJJ,1 I C...l :X\. AA .Jl ~ I . ' I ,. ''-'I I 1>,J , =•· ., VJ>-' o- ~-'fl:;. ..,,>::J, ~ V. I ~ !'?'>-.,, ~v<:, IIY REVISIONS db deweese • burton • associates A.LA. LICENSE DATE LANDSCAPE ARCHITECTURE & PV1NNING 1302 CAMlr-D DEL MAR DEL MAP. CAUfORNIA 92014 619/453 7371 1,-J'?~ OIECHED CHANGES PRIYATI!: CONTRACT [SHEET I 24 CITY OF CARLSBAD ENGINEERING DEPARTMENT ), PLANTING PLAN FOR: 87-146 PROJE(T OF DMJ.W PAINT lllffl: ~ 7 CARLSBAD TRACT CT 84-41 ALGA tl!LLS APPROVED: DATI!:: SCALES: RE: 23R89 I ITV l!Ni!IIAl!l!II HORZ: AS YER, NOTED DWN BY: PROJECT NO. DRAWJNG NO. CHKD BY: CT81--,.J APP'D J:IELD BY: PRELIMINARY NOT FOR CONSTRUCTION • JOB NO. 7933 F I -...--0-..,.~~ I// '-...) . I.: I , I I I ----..,_ / : ) '"""--' \_ 'l_ ---' ··--------/ ( ,, -) .... --------------------------------------------------------------------------------------------.,c / z "" -Q w :!i z -Cl w m w CL "" ~ Q ~ .... • •• , ' I• •' • .:. • ,, • ' • . ~ ..____ "fz I I I I I I I ------+-... -I ' , I -------- I I I I I I I (' . ··---- '• ... •• ~MA.NITE PAVING 1. APPLICATORS SHALL BE LICENSED AND :rRAINED TO INSTALL A PATTERNED CONCRETE PAVING SYSTEM BY THE BOMANITE CORPORATION. 2. A FOUR-FOOT SQUARE SAMPLE REPRES~NTING COLOR, PATTERN AND FINISH SHALL BE POURED ON SITE FOR THE APPROVAL BY THE PARKS AND RECREATION DIRECTOR AND THE ARCHITECT PRIOR TO INSTALLATION. 3. THE CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3500 PSI AFrER 28 DAYS. PORTILAND CEMENT SHALL CONFORM TO ASTM C-150 TYPE I OR II. AGGREGATES SHALL CONFORM TO ASTM C-33 AND BE MINUS 3/8", MIXING WATER SHALL BE POTABLE. 4. THE IMPRINTING TOOL SHALL BE A SELF-ALIGNING UNIT OF SIZE AND PATTERN TO PRODUCE THE PAITTRN AS INDICATED ON THE DRAWINGS. 5. 6" X 6" X 10 GAUGE, COLD-DRAWN, RESISTANCE WELDED WIRE FABRIC ( CONFORMING TO ASTM 185) SHALL BE USED THROUGHOUT THE POUR. 6. CONTRACTOR SHALL PROVIDE ONE-HALF INCH THICK EXPANSION JOINTS BETWEEN BOMANITE AND THE EXISTING CURB, AND AT INTERVALS NOT TO EXCEED 25 FT. O.C. CONTINUOUS ALONG THE LENGTH OF THE MEDIAN PA \/ING. 7. FORMS SHALL BE OF WOOD OR METAL.STRAIGHT AND FREE FROM DISTORTION AND OF SUFFICENT STRENGTH TO RESIST SPRINGING DURING THE PROCESS OF DEPOSITING CONCRETE AGAINST THEM. THEY SHALL BE OF AN APPROVED SECTION WITH A FLAT SURFACE ON TOP. USE SNAP-TIES, SPACERS, AND BRACES AS REQUIRED TO SECURE FORMS. 8. CONTRACTOR SHALL USE ONE OF THE FOLLOWING SURFACE RETARDERS TO EXTEND WORKING TIME FOR AGGREGATE EX?OSURE: RUFFUP (W.R. GRACE), SONOTOX (SONNEBORN DIV. OF CONTECH)NC.), RUGASOL (SIKE CHEMICAL CO.) OR EQUAL APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 9. NO "PATCHING WILL BE ALLOWED AFrER SURFACE HAS DRIED. CONTRACTOR SHALL REMOVE UNACCEPTABLE AREA, AS DETERMINED BY THE ARCHITECT, BETWEEN EXPANSION JOINTS AND RE-fl:JUR AREA 10 CONCRETE SPILLED ON PAVEMENT OR INTO PLANTERS SHALL BE REMOVED AND PAVEMENT AND PLANTERS SHALL BE THOROUGHLY CLEANED BEFORE THE CONCRETE $ET$. II, CONCFeTe 72:) a::,-...!""_;:;,-..!.M 10 cTA'-10.""'-F-Pb 6e'j -ofc..TH 1"-< '-'P'-Nl..e:f'IQ -i::oPe....-1"",-,-]};?N~,"'!, I ------------·---l\r--- ALGA ROAD ----- ·.· . . ------------+--7 BOMANITE PAVING RANDOM STONE PATTERN NATURAL CONC. W/ EXPOSED AGGREGATE F NISH -'\ AN. l .._,/ -.,...7....,o,--+-e,_l'=>_._P-'LJ-~_-----i □ le,allon 1-'0L, I Z.D LAN. MON. PIN. CAN. ... ·.' BOMANITE PAVING C RANDOM STONE PATTERN I I I I I I I I I I I I I I I I I I - NATURAL CONC w/ EXPOSED AGGREGATE FINISI-I ( ':i~E. D!ioTAI ~,s, Tl+I<;, <;,H E:-l=<T) ·,; .. ·-.,1 '--. j I I I I -I ~ ' ' 1' \ + / ( \ \ -""'-..,.,.. r= - •• 'lo • .. e,ot-t,,,.t,111'1!, f"AVIN~ ~ 1,1 r:, QM '-TON. PA 1'rl!: l'<H ,.,. t-l~-$-oN ...+leer 2e) ....... ,.,,_f"-6-H•IO'N JO'r,-JT (toNT,) ·· · ""f)Zel!!;'f' f-..11!1:>i,&.IJ CLIIZP.;,' 6r~TTl!l2. :..-,: -~T'r'r-. M!ID~N ~µ TI,-7 '20' PLANTER DETAIL e><:>1"1.A-NITE-r,..v1tJ6----~ (<:>se t--ion-• -=-t+ae.T z~) .. (J) ~ CP v-1,WF, (I" 4-A,) ----, l!')(.f AH"7I "~ Jp 11>1 r ~12-N 1:10 l<J '-I ..., I. "'e, A":> t-lEEP!iO i 0 l+i"!v!' I.. tYe-L. «:i'IZ,tl,Dll 1"1 P't.ANTeR ..t-. rVz~.~ + + -t+-~--a-, ... , ·: ·~' G ~~, . c . a-'., = --~ · Tf'~t _,,c..iit~ ,1,1' = =-~fflllfl1 Pt>-· ii~ ; 1· ~t--1 == -1111= n.=t\l\ -1 e ,~ 1 e\\\E"Nrci\\;i\\; JI _:~==m ~ COt-ff,..cfEW' . .:Sr..J~~l:l'ADlf ~" "'l':7% ' (\@ ~MANITE PAVING --~ ' \'-.. ✓--, .. 1)1\' ... '------------·-.,, ,, ,.....--...,, ~. ,,,--~ ;, NOTE: .• _ _.,, .. __ / ) / ,) ) ,, / ) , ) ' ) ) I ' ) I _PUe, L-C ~ t'. !' s, C.O!'i'o-P-l-0 T! ~ l"-1 , P12£> eprrk'.?r--1 . --..:..----------1-----~ i LANDSCAPE CONTRACTOR SHALL REFER TO CITY OF CARLSBAD 'J.~ o\ LANDSCAPE AND IRRIGATION GUIDELINES FOR ADDITIONAL ~ ~ \ INFORMATION AND DETAILS RELATIVE TO MEDIAN IMPROVEMENTS. , ,, •• . ' I I ALGA ROAD 0 a: w .... w c, z ~ 0 w (/) "" Q. I I t ----1)1 Ir 1 --------- . . . . PRIVATI! CONTRACT NORTH i2•I:Z·2'1 67-l'le db DATE PAOJE(.T ~WE CHECHED 0flflJJN deweese • burton • associates 12.-t>!;C. !& R& &{ lb r2:t,-a! . Z13.; ,z ~et}_ ~ LICENSE Cl'ITE LANDSCAPE ARCHITECTURE & PLANNING 1302 CAMINO DEL MAR DEL MAR. CALIFORNIA 92014 619/453-7371 CHf'IIIGES PfllN1' llflff rn:J CITY OF CARLSBAD ~ 5 INGINEERING DEPARTMENT 7 • MEDIAN LANDSCAPE PLAN FOR: CARLSBAD TRACT CT 84-41 ALGA HILLS !APPROVED: I DATI!: ,rrv IRalAIIII SCALES: I 11 , zo 1 ill: HORZ: VO:D, DWN BY: OWf PROJECT NO. DRAWIIG NO. CHKD BY: CT 81-1-t "IE'" BY• ,& FJ51'1oVAL. d"" l-<t011 e,:,,X f!NU"? CA1'¥>f,llc:::,~,'3 -""POn:,N aia- 70-! ~l-O•=,, FUI'J. & 12-s-MOVA.1.. Of CotJt Cult& @ c.1t'(~ ft.!OLl!!~T (~•1• '10) JOB NO. ------ • ...... - h---.... ~ .do •'" u/ """"'!-'If ~ -,._ __ Tl'l<AA ""'""' T1L-e ve.Mrrac. (.t'J.: 11.'• 14-"-''•) ,--\t,'.c1/ f1E::r.!. ;Jon,-' >J.L ~L •"'1P<>i-Jt..JTS ( ...... LLt •"'P~, p11o1<) T t+,.T ).,ze --•"' -LL a.:;,"'-'e-~ a.-.T fl"~-""1-<>I< w ae ._ LE .:Cflil> e Y ~ •9'e'r. SIGN WALL +'-,.1c .. ,,q.,• .w....,,,..., "'·""' -.. 11~ v ........ , ....... \ ·••'•) -~'°1' ., f,wr. ,.i,..1,1. • Ii: fl d A.I. ..-(.-..Ir, -+---+""'"'• .W"lr -fl--Qlr""t Mltr,.L ...,,.._ f.,,<>TM_l <:l •. c_,~.1 (~ICIC NC>fl'.. ~t:.~oiJ) • • ----,~,<J• ,.,.,. Non,-, ,-,i.1-"""1,l-"'.,..., p,,t.Ja,Jt,r;. ;( 1-1,l.L Lt ,:.,,.P4., I'" 5r:I) n+,._T ).,zlf _,._,.., ~ IZ~le,/1!:-~ """"'-l f ,,.,, IMI. <+'l,.!>11' Tl> ... -,ei.,,..,-.., 6Y ,-.a<\llk'r, -·- SECTK)N:-SIGN WALL • /71'1 '-1(,- 1'. t Non: "I l',t.c.O,..J, Glo i-JJ1.0ct1Hi l~p,J f'N',l~L 1~••:,,o:. ~"'I'' "-I.I-,-..iL..,._ TH5 ~I =n,•,. VJ." 1..1.r. fl,IL#!"o; e c,•o.£. P',>ILM ri~L'? f ~ tJ TP p.e,.:;:......-e P"-'~~- (';,ite Dt:TAJL) _,...,.,._ ~ n'"" • • fl'J/'l( Jt.,, ";,LJ,.IM'.P' 1-l-Dl::J,(. .Y1,c.i1 "1;,U -,w'l"lr elk&~ N<7W' ,..L-L. 1!11'.P'"""5 P' 1-J,,1,L.L. '--lltf~a-cit ~ ~ie..,... ,..._y .,_T P,M I ..+l. ~ iiP !i,E; W&.e:~JW,O ,..,.. _,r-e,: SIGN WALL OO'f!N&: l'..I'.. ND-rt:. 4 151:.1-0,-1.) Glo -i-Jil-OJ"HT 1µ0,J ,...,.,..~L I}~",.: "¥'.otll µ.1. l'>,IL~ T~& ...t/ 1/:i",. Vi~ i..J,I. Pl'=~5- e ~" o,c.. pl,JH,:.M r,t,..I~ t-, T ~ ~ 10 ~e-.i:::iev!= .f'l,'~To;.. c~e oe:r .... i/f" n11• ~) f~1z.' ......U. C-, '1011e; ... L.L r:,.;p~p l,J>,4..l. -s,.Jl't,f.....Ce... ~&.L. FC-iEv'E ""'-IAAY ,._T P,•H..+l. ~ Ja &e i::,e-L,1:~Tae> ,.y """"'I r-eT- TYP. WALL SECTION N T 5 . (WROUGHT IRON) ' I , I rl ' I ,, ' Ii:' ·i::> 0, C, t ;01_,.,. L 10 ... ,:, P.t, l ;;,.~ • (OH MZt.) ( o,-1 , I .-..tZG) I ( ,:,,.I ... ~c) 871 tl ' rH\ t -& ' ' ' I I ~i ~ ,"E\ I f' t n41"? . . I 1 20/ "" ,..1,..1,..1--7 PA 1'-1 t-J e. l TO l-r, ~ I I ' ri.ec.'.tve ~T,..1.- r .. ~l'.f' AC","11: . . ..,i.. TB!½- Ii ' ~'( o'T'HE>;l-4) J . . ..J ' . -,l:ll'P\-~~ ELEVATION: SIGN WALL V+ll=-1'-o'' construction notes • 1. IT IS TiiE INTENT THAT ALL IMPROVEMENTS SHALL BE CONSTRUCTED. ASSEMBLED AND INSTALLED IN AN EFFICIENT AND SATISFACTORY MANNER ACCORDING TO THE HIGHEST WORKMANLIKE STANDARDS. IMPROVEMENTS SHALL BE COMPLETE IN EVERY RESPECT AND SHALL BE LEFT READY FOR ITS INTENDED USE AND/OR OPERATION BY THE OWNER. • 2. SUBGRADES UNDER ALL HARDSCAPE Qfil:i SHALL BE COMPACTED TO 95 % MINIMUM. TESTS TO BE MADE BY QUALIFIED TESTING LAB. SEE SOILS REPORT BY GEOCON, DATED ___ _ 3. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE DRAWINGS. 4. WHERE NO CONSTRUCTION DETAILS ARE SHOWN OR NOTED FOR ANY PART Of THE WORK THE CONSTRUCTION SHALL BE TiiE SAME AS OTiiEA SIM !LAA WORK SHOWN OR NOTED ON THE DRAWINGS . • 5. OWNER WILL PROVIDE ENGINEER'S RECOMMENDATIONS FOR ALL HAADSCAPE INCLUDING REINFORCING, EXPANSION JOINTS, FOOTINGS. SUB-BASE COMPACTION, WEEP HOLES AND GROUTING. RECOMMENDATIONS WILL VARY WITH SOIL CONDITIONS. 00 NOT BEGIN CONSTRUCTION WITHOUT THIS INFORMATION AND SOILS REPORT (SEE NOTE •11. E. TOP OF WALLS SHALL BE CONSTRUCTED LEVEL UNLESS OTiiERWlSE INDICATED ON PLANS 7. WOOD SHALL BE GRADE A OOUGLASS FIR. 6. NAILS. BOLTS, NUTS,AND WASHERS ARE TO BE HOT-DIPPED GALVANIZED UNLESS OTHERWISE NOTED. 9. METAL FASTENERS SHALL BE GALVANIZED AND PAINTED TO MATCH ADJACENT MATERIAL, PRIOR TO PAINTING, GALVANIZED MATERIALS SHALL BE TREATED WITH "GALVA-WASH" OR APPROVED EQUAL AS PER MANUFACTURER'S SPECIFICATIONS. ' •10. ALL WALLS LOCATED ALONG DEDICATED STREETS SHALL BE CONSTRUCTED BEHIND RIGHT OF WAY. 11, ARCHITECT TO SELECT FINISH COLOR OF ALL WALLS AND WALL COMPONENTS. 12. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF WROUGHT IRON PANEL FOR ARCHITECTS APPROVAL PRIOR TO FABRICATION. '.3. ARCHITECT TO APPROVE STAKlNG AND LAYOUT OF ALL WALLS IN FIELD PRIOR TO CONSTRUCTION. 14. CONTRACTOR SHALL REFER TO CAL-TRAN STANDARD FOOTING DETAIL# 20-34.4 _ . ' I t I ,c..,+ 11 . ◄ .. · I· j • ! I_ L .. • 0 _, "' • • ,.__,., j( ,,. P'l•R. ~· ALI-""""L •OMf""I-Jl.,Jts ( ,.a,.i_1,i G"'P4,> Pl&r<) T~ IZ! ~FPJ,5P ~ 119& ,eve, ~ CDl"<T fl>l~. -Tl> ""' "lolel.8<'TW1> •Y """'1-!11"<T TYP. WALL SECTION ':>~~:--fp F.ILDC!< H,._:...i.. WJ <;,U., r.,;z.-( a:>Af Fl NI~ I c;Z,.~;i,._ CvTA n~e: vet-leS?Z. ; 1,'1,<; "''' ?U!"P F,,L I<. ,...J.,.~~ i--e Jo' t>.c. (o-i 1<,..i::>1u?) p, le I --!I ; • • .......... N -~·· = .... -, .. I - a I - i:lsl' 't" ' <l':V--v= J.ZJSZL (5 FT.) db UIIIISJW l'lildlCUII 6 Nll■IIJ IIIICMIODa ... Ill. lil'M. CIUOINI ... IIIIAl45J.M I . ,, ~o )('Zt1 pie-~ .:;.,,.p +",.1z." ..iALl ~ Jc,'')( 1c," f'l5"11- - e "' I l-;-- "f' )( ,f "'-I ,,1, tail.ll M'P 111.D,:;K 1" 2 -.. .L ~1-2,.L ,. C. , I"" I IJ' p,n; ,., .. : ; ~: ,,... LL j!!'-.C I"-"' i,u,.1.1. ~~IK~,..ll. i-.:::1~ 'SLIJII.~ ~T 1"11J1+t4. GOl-"fZ. TO -ee ~~.::T•P ltY' ffl ::.A12<:: ~I f"IGT, - TYP. WALL SECTION I ~ ~ ~ "" , l;I . .. ; 1· ' ' ~.J.-......__ {3 FT.) I . . l I .... ,.,.~ -,.,_ ............ )( .. ~ti l,la,:,.l<l'H 1:,.,•jl;t•· !1. N Ill' i'"a rl T Doo,,I ,....o,laL ....., •• n•...., P"l~lt-9T ... (i e,•.,,. ---'--~-,-----,,---.. _ ' ' ----- C . i'.' ... ~.,;, ... , .. .:.. "'+J 'P,..-. 1 --•I..,, -. ----•"!TA&~ -. •-. >st "'4'1&&11" -T r-'4 J . 2".,;j",c' . I . ---. • . I •11,., .. ,; (II[ . . . . ------• ' J --,-- ' i-1.I. !"D♦T TO i-1,,i+ "'/ ~+·~' 2~ ........ ~ ,1'711 ... , • ...._r,IQIV',.WT 't ,..,,..,...ir "-',l,.. t-1.-,,...l,. ..j/' (I) U,lllif .Pf' ~i.14,I' ,..,"fl f .. 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P ,11.L----!5' H6'T. 0l-Jr--1P M.a:~ ,...i,._~- ~ / .,, Lu ~-i-f c.,, A--; ;:: , 1-J , REFER TO LETTER (DATED AUG. 11, 1988) TO DAN CLARK, ENGINEERING DEPT., CITY OF CARLSBAD RE: SITE DISTANCE AT INTERSECTIONS OF COLLECTOR STREETS. A\.6r,',, JlP, .\ ----½a1 lu'' 1' I~•• f'le.tt- "?14.....,_ c.-e:-HA l, l, ".>l,UMF' 6~D/;I,:. ,J/ ':>W rzlL--r' u.,,. T F-1 rJ , ~£,; @, • ~eF~ ro --=,Ttz1J.:-f1,Jit,o,.L c:;cz,"-1-11 ,]4-, F.,,.._ .....,,1,.1, ~ '-'F~~ ~ fro'rl ,-Ill--~14 ,.J -~ Ti> S1'1-N :5MoP P~lt¼', i=.>rt ':l~ P l.~I!< Ms,O,J f ~ ""O IZl.7 I i-1- '"{) or-J W/ e Lecrri1.:,.. L- WALL LAYOUT DETAIL ALGA RD. GB Vf~~,L LAYOUT DETAIL l ''= z.c:>' ' -.A-12-i? l-.o,,..T .:,.,. e :,.J,A,,L,L- , _lfl.JLC O F +--;Jt__, -fcf'S NS,c, .AflON 6"»,lZD .~'' ltJ T!-11,,<...~~';;I';;>~ ---,,"::.::ie-~. 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L "'L> N ,:.., FD IL F """I"• t,J '-r ::>I! "i,i~ , PIER DETAIL tJoT ro '>c.-. .. E (ALTERNATE) 1 l 17-' f5 I I I • 1 I I I I f I' J l (, 0£.l -s,e, , 1 t I, • I 1 1 , • MidMti db dewecse ' wtcn . OS!IOCiatCS U'N)!(IH IIIIOIIICl'"°' • fVINIG 19Clt ~ 0ll MIii 0ll --(IUQINll91DM tl01<U-ll7l ct,..ii, o c: o,.. r ' <:> cJ ri e .-J"' 1..1. q,-~c co Fl,-.I 1".,I-< E-P'c> N ':>c 1,.,...,,,.... ao .... r.10 ::· ,_,,,J. H!IO::l<->JE,,) • ·;.,~ "\J.:-.;,-c:,:, .:;.HE.ATl"'1""¢-----, ~ .. c-~o.:, · Al L H4.IZ-P ....... l'P ._ l,L ijE' ,-&'T-011' Cl"'I.-""' •P -r.r~ ,_., Tr:. •"1 ,._ t::.:-,;, "r;,O l>:-1 '? >I_., I,. • o,,fc r ....,....,.,. ""' ,._ e pv c 'r.:efEIC ]j <,,f~uGT~ --", ...... ,. :CO 0. f'. I ,-JC, PE,,!> • ...... :..C Y2. i1 8 TYP. WALL DETAIL i,,"~ 1'·0 '' (ALTERNATE) PRIVATE CONTRACT • IHUT : CITY OF CARLSBAD 27 . ENGINEERING DEPARTMENT 'SHEETS 27 '.CONSTRUCTION DETAILS FOR: CARLSBAD TRACT CT 84 -41 ALGA HILLS 'DATE:z-,s,t. SCALES: HORZ: V . 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