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HomeMy WebLinkAboutDWG 907-6L; CT 85-08; MEADOW CREST; 01-08i 1. GENERAL NOTES ALL LOCAL MUNICIPAL AND STATE LAWS. RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR 2. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES STRUCTURES ' AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL F!ELD CONDITIONS SHALL BE REPORTED TO THE OWNER OR LANDSCAPE ARCHITECT. Tl-iE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND FEATURES TO REMAIN ON AND AD.JACENTTO, THE PROJECT SITE DURING CONSTRUCTION. CONTRACTOR SHALL ' REPAIR, AT HIS OWN EXPENSE, ALL DAMAGE RESULTING FROM HIS OPERATIONS OR NEGLIGENCE. 3. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING ANDtOR ARCHITECTURAL PLANS BEFORE BE GINN ING WORK. 4. THE CONTRACTOR SHALL OBTAIN All NECESSARY PERMITS FlEQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. 5. CONTRACTOR SHALL ARRANGE FOR PAYMENT OF ANY PERMIT FEES, AND RELATED EXPENSES, WITH THE OWNER'S AUTHORIZED REPRESENTATIVE. IRRIGATION NOTES I. IRRIGATION PLAN IS DIAGRAMMATIC. ALL IRRIGATION EQUIPMENT SHALL BE LOCATED IN PLANTING AREAS ONLY, UNLESS NOTED OTHERWISE. REFER TO THE IRRIC'oATION LEGEND AND DETAILS FOR EQUIPMENT AND INSTALLATION. 2. CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT MATERIALS, AND RUBBISH INCIDENTAL TO WORK OF THIS SECTION. ' 3. A. ALL RISERS SHALL BE PV.C. SCHEDULE 80. 4. 5. 8. ALL PIPE FITTINGS SHALL BE P.V.C. SCHEDULE 40. A. ALL WIRE SHALL BE ANG•UF, DIRECT BURIAL TYPE. AND ALL SPLICES AND CONNECTIONS SHALL BE MADE WITH PEN•TITE CONNECTORS OR EQUAL EACH VALVE ON A CONTROLLER SHALL HAVE A SEPARATE WIRE COLOR. ALL WIRES SHALL BE INSTALLED WITH TWO (2) FEET OF EXCESS WIRE (COILED) AT THE END OF EACH WIRE RUN. 8. CONTROL WIRE SHALL BE BUNDLED AND PLACED BENEATH MAINLINE. BACKFLOW PREVENTION DEVICES SHALL BE LOCATED AS INDICATED ON TlfE IRRIGATION PLAN. INSTALLATION SHALL CONFORM TO LOCAL GOVERNING CODES AND REGULATIONS AND MANUFACTURER SPECIFICATIONS. 6. CHECK VALVES SHALL BE USED WHERE INDICATED AND WHERE NECESSARY TO PREVENT WATER FLOW FROM LOWER ELEVATION HEADS WHEN SYSTEM IS TURNl:D OFF. 7. ALL PRESSURE MAINLINES SHALL BE EIGHTEEN (181 INCHES DEEP. AND ALL LATERALS TWELVE (12) INCHES DEEP. TRENCH BACKFILL SHALi. BE FREE OF ANY MATERIAL THAT MAY DAMAGE IRRIGATION PIPE OR EQUIPMENT. IN THE EVENT OF BACKFILL SETTLEMENT, CONTRACTOR SHALL PERFORM REQUIRED REPAIRS AT HIS OWN COST. 8. ALL AUTOMATIC VALVES SHALL BE LOCATED WITHIN SHRUB AREAS AND INSTALLED IN GREEN VALVE BOXES Wl'TH FOUR (4) INCHES OF PEA GRAVEL BENEATH THE VALVE, GATE VALVES SHALL BE LOCATED IN SEPARATE VALVE BOXES. 9. ALL MAINLINE AND LATERAL LINES SHALL BE SLEEVED WITH P.V.C. SCHEDULE 40 TWICE THE DIAMETER OF THE SLEEVED LINE WHERE IT PASSES UNDER PAVED AREAS. 10. AUTOM.\TIC CONTROLLERS SHALL BE SIZE AND TYPE AS NOTED, AND INSTALLED WHERE INDICATC:D ON IRRKiATION PLAN. CONTROL WIRES SHALL BE SLEEVED IN ELECTRICAL CONDUIT TO MAINLINE. 120 VOLT SERVICE TO CONTROLLER SHALL BE BY THE OWNER. 11. PRIOR TO BACKFILLING IRRIGATION TRENCHES: A. ALL MAINLINES IN THE SYSTEM SHALL BE CAPPED AND PRESSURE TESTED AT 125 PS.I. FOR A PERIOD OF FOUR HOURS. ANY LEAKS FOUND SHALL BE CORRECTED BY REMOVING THE LEAKING PIPE OR FITTINGS AND INSTALLING NEW MATERIAL IN ITS PLACE. 8. ALL LATERALS SHALL BE PRESSURE TESTED Al DESIGN PRESSURE FOR ONE HOUR. C. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED UNTIL IT HAS BEEN INSPECTED..TESTED AND .. APPROVED BY THE BUILDER/OWNER'S AUTHORIZED REPRESENTATIVE. 12. IRRIGATION CONTRACTOR SHALL ADJUST ALL HEADS ID PROVIDE AN EVEN COVERAGE AND TO KEEP SPRIAY OFF BUILDINGS, WAI.KWAYS, WALLS, AND DRIVES. 13. WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR, IN Tl-iE PRESENCE OF THE BUILDER/OWNER'S AUTHORIZED REPRESENTATIVE SHALL PERFCRM A COVERAGE TEST OF WATER AFFCRDED THE LAWN AND PLANTING AREAS TO ENSURE IT IS COMPLETE AND ADEQUATE. THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES OF COVERAGE AT HIS OWN COST. 14. THE CONTRACTOR SHALL FURNISH TO THE OWNER A COMPLETE "AS BUILl' DRAWING ON SEPIA AND TWO PRINTS SHOWING EXACT LOCATIONS OF ALL ITEMS INSTALLED. THESE ARE TO BE DELIVERED ON OR BEFORE FINAL INSPECTION. 15. A REDUCED IRRIGATION PLAN INDICATING ALL SYSTEMS AND THEIR APPROPRIATE SEQUENCED VALVE SHALL BE LAMINATED IN MYLAR AND MOUNTED ON THE INSIDE COVER OF THE IRRIGATION CONTROLLERS. 16. IRRIGATION CONTRACTOR SHALL MAINTAIN THE SYSTEM FOR A PERIOD OF SIXTY (60) DAYS AND SHALL WATER ON A DAILY BASIS. 17. IRRIGATION CONTRACTOR SHALL GUARANTEE THE ENTIRE IRRIGATION SYSTEM TO BE FREE OF DEFECTS IN WORKMANSHIP ANO MATERIALS FOR A PERIOD OF ONE (1) YEAR FROM FINAL ACCEFTANCE BY THE OWNER 18. A SEPARATE PLUMBING PERMIT AND INSPECTION WILL BE REQUIRED FPOM THE BUILDING INSPECTION DEPARTMENT FOR THE INSTALLATION OF THE IRRIGATION SYSTEMS SHOWN ON THIS DRIAWING. 1 . 2. 3. 4. 5. 6. PLANTING NOTES A. THE PLANTING PLAN IS DIAGRIAMMATIC. ALL PLANT LOCATIONS ARE AP PRO XI MA TE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED. B OUANffilES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FCR THE CONVENIENCE OF THE CONTRACTOR ONLY. C. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF DISCREPANCIES BETWEEN QUANTITIES AND SYMBOLS SHOWN. LANDSCAPE CONTRACIDR SHALL APPLY "ROUND-UP" HERBICIDE (QR EQUAL) PER MANUFACTURERS SPECIFICATIONS TEN (10) DAYS PRIOR TO COMMENCEMENT OF ANY PLANTING OR IRRIGATION WORK. LANDSCAPE CONTRACTOR SHALL SUBMIT A SOIL ANALYSIS REPORT FROM AN AUTHORIZED TESTING AGENCY TO THE LANDSCAPE ARCHITECT BEFORE BEGINNING WORK. PRIOR TO PLANTING, IRRIGATION SYSTEM SHALL BE FULLY OPERATIONAL AND ALL PLANTING AREAS SHALL BE THOROUGHLY SOAKED. ALL AREAS TO BE PLANTED, WHICH HAVE A SLOPE OF LESS THAN 10¾, SHALL BE CROSS-- RIPPED TO A DEPTH OF SIX (6") INCHES AND THE FOLLOWING AMENDMENTS SPR~.AD EVENLY AND THOROl.:GHL Y BLENDED IN PER 1,000 SQUARE FEET (OUANffilES SUBJECT TO CHANGE PER SOIL ANALYSIS): A. 3 CUBIC YARDS NITROGEN FORTIFIED REDWOOD SHAVINGS B. 100 POUNDS AGRICULTURAL GYPSUM C. 15 POUNDS SOIL SULFUR D. 25 POUNDS 16-6·8 SLOW RELEASE FERTILIZER EACH PLANT SHALL RECEIVE "AGRIFORM" (OR EQUAL) PLANT TABLETS AS FOLLOWS: 1 GAL. CONTAINER 5 GAL. CONTAINER 15GAL CONTAINER PER 3 IN. BOXED TREE SIZE 1/21 GRAM 3/21 GRAM 5/21 GRAM 1/21 GRIAM 7. PLANT BACKFILL SHALL BE 50¾ SITE SOIL AND 50¾ NITROGEN FORTIFIED REDWOOD SHAVINGS BY VOLUME. 8. PLANT PITS SHALL BE 'TWICE THE SIZE OF THE DESIGNATED NURSERY CONTAINER. 9. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROWN IN CONTAINERS FOR A MINIMUM OF 6 MONll,S AND A MAXIMUM OF TWO YEARS. PLANTS SHALL EXHIBIT HEALTHY GROWTH AND BE FREE OF DISEASES AND PESTS. 10. A. STAKE ALL TREES PER DETAIL 8. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT WALLS OR FENCES WITH NON-METALLIC TIES. C. REMOVE NURSERY STAKES AND TIES FROM ALL CONTAINER STOCK. MAINTAIN SIDE GROWTH ON ALL TREES. 11. PLANTS SHALL NOT BE PLACED WITHIN TWELVE (12") INCHES OF SPRINKLER HEADS, 12. SHRUBS SHOWN IN PLANT AREAS SHALL BE UNDER-PLANTED WITH GROUNDCOVER SHOWN BY ADJACENT SYMBOL, TO WITHIN 12"0F MAIN PLANT STEM. • 3 LANDSCAPE CONTRACTOR SHALL MAINTAIN A MINIMUM 1% DRAINAGE AWAY FROM ALL BUILDIMGS. FINISHED GRIADES SHALL BE SMOOTHED TO ELIMINATE PUDDLING OR STANDING WATER. '4. FINISHED GRADES SHALL BE ONE (11 INCH BELOW THE TOP OF CURBS. SILLS, AND WALKWAYS IN ALL AREAS. WHERE SOD IS LAID NEXT TO THESE IMPROVEMENTS· FINISHED GRADE BEFORE LAYING SOD SHALL BE 1-1/2" BELOW THE TOP • 5. THE LANDSCAPE CONTRACTOR SHALL LEAVE SITE IN A CLEAN CONDITION, REMOVING ALL UNUSED MATERIAL TRASH. AND TOOLS. 16, LAMDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS FOR A PERIOD OF SIXTY (60) DAYS AFTER COMPLETION. ALL AREAS SHALL BE Kl!PT CLEAN, WATERED, AND WEED.fREE 17_ AT COMPLETION OF ALL WORK OUTLINED IN THESE PLANS. THE LANDSCAPE CONTRACTCR SHALL CONTACT OWNER AND ARRANGE FOR A WALK THROUGH TO DETERMINE THAT ALL ASPECTS OF WORK ARE COMPLETED. WORK MUST BE FULLY COMPLETED ACCORDING TO ALL PLANS AND SPECIFICATIONS AND MUST BE COMPLETED IN A GOOD WORKMANSHIP MANNER AND MUST BE ACCEPTED BY THE OWNER IN WRITING PRIOR TO THE BEGINNING OF THE MAINTENANCE PERIOD. THE MAINTENANCE PERIOD SHALL INCLUDE THE FOLLOWING SCOPE OF WORK: A. DAILY WA TERI NG OF ALL PLANT MATERIAL B. WEEDING AND REMOVAL OF ALL WEEDS FROM GROUND COVER AREAS. C. REPLACEMENT OF ANY DEAD, DYING, OR DAMAGED TREES, SHRUBS. OR GROUND COVERS. D. FILLING AND REPLANTING OF ANY LOW AREAS WHICH MAY CAUSE STANDING WATER E. AD.JUSTING OF SPRINKLER HEAD HEIGHT AND WATERING PATTERN. F. FILLING AND REC',OMPACTION OF ERODED AREAS. G. WEEKLY REMOVAL OF ALL TRASH, LITTER, CLIPPINGS, AND ALL FOREIGN DEBRIS. H. AT 30 DAYS AFTER PLANTING. AMMONIU"1SULFATE SHALL BE APPLIED TO LAWN AREAS AT THE RATE OF 5 LBS. PER 1,000 SQUARE FEET. I. AT 60 DAYS AFTER PLANTING AND PRIOR TO THE END OF THE MAINTENANCE PERIOD, BEST FERTILIZER COMPANY 16-6-8 (OR EQUAL) SHALL BE APPLIED AT THE RATE OF 6 LBS. PER 1.0CO SQUARE FEET TO LAWN AREAS AND PLANTING AREAS. 18. PRIOR TO END OF MAINTENANCE PERIOD, LANDSCAPE CONTRACTOR SHALL CONTACT OWNER AND ARRANGE FOR A FINAL WALK THROUGH. OWNER MUST ACCEPT ALL MAINTAINED AREAS IN WRITING PRIOR TO END OF MAINTENANCE PERIOD. • SYM!30L CD ® ® © ® @ rJ) '-' '"~_,' ® (j§) ® @ @ ~ $ ~ t e® C) ..... ~ ----- ----------- ~ MANUFACTURER ,oro TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO TORO CHAMPION CHAMPION VALCON FEBCO FEBCO NIBCO-SCOTT IRRITROL IRRIGATION LEGEND MODEi NO ,,.,,,.,_12-a 570S-12-H 5706P·12-Q 5706P·12·H 304-10-01 308·10·01 316·10·01 308· 12-01 304•10·93 308·10·93 304-12-93 308·12·93 5706P·4-SST 232 SERIES 466 P 200 5000 SERIES 825Y 710 T·126 MC-12 CL315 CL200 SCH. 40 DFSCRIPTIO~ E.:il m:M -s ~ ~lJ t,, ~,,._,.. I jE;P-1' ,z=ec, '7 SHRUB SPRAY HEAD 25 1 0 POP•UP SHRUB SPRAY 25 .7 POP•UP SHRUB SPRAY 25 1.0 STREAM ROTOR HEAD 50 7 STREAM ROTOR H~AD 50 1.4 STREAM ROTOR HEAD so 2.9 POP·UP STREAM ROTOR 50 1.4 STREAM ROTOR f-lEAD 50 1 .1 STREAM ROTOR HEAD 50 2.9 POP·UP STREAM ROTOR 50 1 .1 POP·UP STREft.M ROTOR 50 2.9 POP·UP SIDE STRIP 30 1.5 AUTOMATIC CONTROL VALVE (SIZE SHOWN) ANTI SIPHON VALVE (SIZE SHOWN) MANUAL CONTROL VALVE (SIZE SHOWN) ANTI-DRAIN VALVE (LINE SIZE) REDUCE PRESSURE BACKFLOW PREVENTER (1-112") ATMOSPHERIC VACUUM BREAKER (LINE SIZE) GATE VALVE (LINE SIZE) AUTOMATIC CONTROLLER (PEDESTAL MOUNT) PVC PRESSURE LINE (BURY 18" BELOW F.G.) PVC LATERAL LINE (BURY 12" BELOW F.G.) PVC SLEEVE (4" BURY 24 BELOW FIN. SURFACE) WATER METER (SIZE SHOWN) BAD .hB.Q I -z' >jo" 12' 180° 12' goo 12' 180° 18' 90° 18' 180° 18' 360° 18' 1so0 28' go• 28' 180° 28' 90° 28' 180° 4'X30' (p -'~el{V CONSUI.TANff NOV 211986 DATE PRINTED ,._ ___ ---·-·- M. C e.re t:1'EI Gillespie Delorenzo, A.S.l.A. i & Associates, lncorporated:J· LCTdscope A:c"i1tec«Jre Lor'd Plornrig 3733 Sh1th Averiue. $on DieQO. Ca.llfomia 92103 f619) 295-5115 u.;n. x: m::x JtJGww i!MJULUMOS = 85-102/ \ I \ ,\ 11 l • ' I ·· " · ~ I= . : 0" ... D 1-lO TE ALL WIRING Tu BE. INSTALLED PER LOCAL COOE ' ---CONTROLLER: INSTALL PER , MANUFACTURER'S I RECOMMENDATIONS I ~ PEDESTAL CABINET #1 .---CONTROL WIRES ~ BUNDLE EVERY 1 O' _ 6" TYPICAL : 4 SIDES IN. GRADE -.. --11:n . r ;----cr ,.. __ __,,_ '-c--_,_ ____ CONC. FOOTING "i: .... -1--_. 120 V POWER ,j. AS REO_D_. __ _ PEDESTAL MOUNT CONTROLLER 0 0 w C: (/) < ,· / / FINISHED GRADE-2' BELOW VALVE BOX TOP VALVE BOX WITH LOCKING LID PVC SCH. 40 NIPPLE PVC TEE OR ELL PVC PRESSURE MAIN 1 CU. FT. PEA GRAVEL UNION PVC MALE ADAPTOR PVC LATERAL (CLASS 200) REMOTE CONTROL VALVE ,,,.,------e• PLASTIC VALVE BOX / I ,/"FINISHED GRADE 'i : i :'.~-~~ -:_ t-=:: I .---___ -i' ---GATE VALVE --PVC MALE ADA. -::------PVC ELL (45) -----PVC NIPPLE ¼,CU.FT.PEA GRAVEL ------~- GATE VALVE R.P.BACKFLOW PREVENTER GATE: VALVES (2) ~------ Y-STRAINER ----~ ' PRESSURE REGULATOR 3" BRASS NIPPLES (4)-_____ " BRASS ELLS (2) BRASS NIPPLES (2)_-1- BRASS UNIONS (2) BRASS RISERS (2) ---r R.P. BACKFLOW PREVENTER s __ ~;::-0:WHEl'::IC y,>,&.JLll'I /4~ "V.C.. <,;,.➔. -:r;, t11Pf1-e0_ .__,........._-. .,,--,,EE t\?re :,el-Old f:'-IP? '11[' p,;,;;,, e.u.. "TC-e- ATMOSPHERIC VACUUM BREAKER • (I) +1 I_\L:\j]_ ·-""·111: ;-:--•··--i 1\.--, :111--- • MANUAL CONTROL VALVE _,....,....---WITH UNION -------PVC SCH. 80 ( GREY) STREET ELLL FIN. GRADE • PVC LATERAL CL. 315 TO AVB. ANGLE VALVE (MANUAL CONTROL VALVE) 18" PVC SCH. 80 RISER TWO CLAMPS ( GALV. OR CAP PLATED) MACHINE PEENED FRICTION TYPE SUPPLY LINE TEE .. , ··•-.. -- SWING JT. (TWO MARLE~_____..- ST. ELL'S) SHRUB HEAD ', +4 REBAR STAKE.30' LONG --,--------------- NOTE: REFER TO SPECIFICATIONS. 18" PVC SCH. 80 RISER SLOPE INSTALLATION SHRUB HEAD TWO CLAMPS ( GALV. OR CAP PLATED) MACHINE PEENED FRICTION TYPE • SUPPLY LINE TEE SWING JT. (TWO MARLEX -- ST. ELL'S) SHRUB ROTOR HEAD +4 REBAR STAKE.Jo• LONG FIN. GRADE NOTE: REFER TO SPECIFICATIONS. SLOPE INSTALLATION . SHRUB ROTOR HEAD .,' BASIN -REMOVE ( I I \T FINISH GRADIN~ , FINISH GRADE I . //\ I // 2· // \ t-t l ;l --rm,==t:rh,.=r,T-r==r-TI=~!bh!,r,,,17----,C-----''' ''-----,-hr"'~fT'""'=T,.,--1.rr,=m=~~- R O OT /llT"c='srt+ll" -. •!,br;::;LLlfrnil!!.ti'FflJl!J\ii! B A L L ~ ~, 4• PERF. DRAIN LINE .2/36' & SMALLER .~/42" & LARGER -II-_1 I ,=~II~ I-GUYING STAKES OF -2'x4"x2'-6" REDWOOD THREE STAKES REC'D SPACED EQUALLY AROUND TREE MIN. 2° SPECIMEN TREE GUYING BELOW FINISH GRADE )-- I ~--·-__ .. ·---· ... . ' ·., , \ • 1· I• t' PLANT PITS SHALL BE TWO (2) TIMES THE SIZE OF THE ROOT BALL iN J\LL DIMENSIONS SHRUB & TREE SLOPE PLANTING DETAIL • EQUAL ALL GROUND COVER TO BE PLANTED AT EQUAL TRIANGULAR SPACING PER ON CENTER SPACING GROUND COVER PLANTING @~fiJay CONSULTANT$ NOV 2 11986 DATE PRINTED ,. Gillespie Delorenzo, A.S.L.A. & Associates, lncorpclraled Lonct.cape Architectt.re. Land Plam,ng 3733 Sixth Avenue. San Diego. Californio 9'.2103 (619) 295-5115 -, ----_, ___ .. -- PLANTJNG & IRRrGATr0N DETArLS MEADOW CREST ----------. C.T. 85-8 · ~~-: -_-~=-:===-~-==:-.::-:=--j :::-;;.=r=P='l=J=v=E=o==============7~. -. ----· -· ----------·------------------______ _J ·-,_ ---------------~ I' "E · ___ CITY ENGINE:E'l . ' . .... -----! ~--.. -----·--···---' ~--·-------------DA1'E -- · ··----· ·-··· -···" ·-•--~···-·-····---+·-·-·--·__J r;11•~R" ~RGJECT ~c ': ~-'·: n :' ... , .. : fo-4 AP r.~ G ; -~ ,., "-:~ 9 i OH C.'"'11 NG ~0 . -------··-·-·---··--··-·'··--------·--: c~·· .. C3l" ,~ E. •._..-: ~-. •.:·, ~'o s I •· • ----·--·-----' ----~ '-·-•-____ _---.J .. ;·;''';,' "tt-~: •'~·~.'::•~~~::· "M.:_...,,_~:~.:"'-~·-•-r,,N, ;'k:r':•..:\'11";::.: :'\~~:~ ~:17''.-~l.Jl~,,~;t.-.,,,S.'. ,~._¼-..·foi;·:;~;.,,:,.·11;l\,~-.-"il\.'•'t~ •. 1·,,~-:P7'.!':'1'"',,_,M,;f~~~G :,~~:;,~~:~1!! ;~;;·;;~-~-~~~_;;;,_~~~Jj;,,,;~;;;;~:Md;-;_;:a;;·~~;.;;;;;·~;;,;M«~~i;·~;-·;_,-;-;;;;;;;;;;;;;.;.;.;;;;;.;;;;. ...... ~ ,!M-/021 , \ ' I I I I r-----1{ t 0 -/" / • -1,'j ,, , / ~ / / / / ----" J" .. I "'" ,...,r. ./t.r· ,. . -· / ~,.,,.,-_,.,,, ----.. ~· / __ ,_... ' J .~? ' .,,,.,/ ,,~· /-;,.._ .,,1/~ --· ,-.. ✓• /. 1// / f \__,/ //// I /' ,,, / / / / .rtt' '(-----\ --------- ' - ·,,._> r·-1+1 -i~~~~~!//f:.. ~--;eeJ~~~ . . ,---,.'.6f1i;· .. ·r· --··· .~ .// / .. / \ ?T'i:---? ~ ..... _ ;! ~ ,.,. ""·'1 ' . :r, ' I .. ./ / / ~ ,/ // 1/' /1·· / ! ~ I • ✓ / ' !! ?D---1 ,[_~3 j ~/ i / _,-•· I ... /·-" I / ,, . ./ ,/ /' -1/ ✓-// // ~~ I / ,/ / "' // .,/ . /-I>./ '-..-< 1 -' / /// ,/ /~ -~ / ,/ // / // .•4.---✓✓-·,., -. //. / 1 // / 1 /'/ I · ( I'';'€ '"'-,I / / / / _,,,,... I I / .. ~ ~ ..------•:::.--J¥// / / / , _I ' ( "· \ -,,. /(.Ji<f3_J1/ . -.1 '"- . ·-¾9-----// ___ ,-/~· _ // 1 l -/~/' '•,, :;::~l~:::;::---... --?-~r / ~..:__-~~-: I - ,/''" / ,,. ✓y .. " --~~~---.-, 4"".'.:.:C-" ,.__, .. ---~::::~-~~!a.() " ,,, -----z:: 1·---;1:<\~~-~. ~· (J J(!jJay._ CONSULTANTS •. NOV ·2 11986 DATE PRINTED Gillespie Delorenzo, A.S.L.A. I & Associates, lncorp,orated : Lordscape Architecture. Lorcl Plonnrg 37.33 S·xth AvRf'iue, Son DiAOO, f:nlihYnio-921:JJ (619] 295-5115 ~ CITY OF CARLSBAD riH8ffT_sl t---+-+--------'------+---1 ~ ENG IN EE" ING OE PAR TM ENT L 1---+--+-------------PLANt1NG~~;o~~WCREST-7_J C.T. 85"'8 IAlt[PPROVEO · ~ t---+-+------------+---1 'C"'c:-----C-1-TY--[N_G_INl[lt __ OA_T_E .,_____..,___.., _____________ --I g:~o•:v. __ ,, PROJECT ":JI DRAWING~ F'IEL0 8K, , ..:___j OAT[ IV OE SCltl PTION REVISIONS ( \ I I I I I I I i I . l I I j BF.:NCH MARK: DESCRIPTION: STANDARD BRONZE DISC IN CONCRETE MONUMENT LOCATION: ABOUT 200' NORTH OF STATION 281 + 9B, RANCHO SANTA FE ROAD (R,S. 454), NEAR FENCE EAST SIDE OF ROAD. RECORDED FROM: COUNTY BENCH LEVELS J-0302 ELEVATION: 176.18 DATUM: U.S.C. & G,S, -. '--- -~ "'· _ _,,,. ~ It· /, . . ~ -1, lw ii r,;/>,'70 ! /bi ,Iii' / .. 'J..-'.,4J~i,e.J~j;!JrlJ'L~--~kiiJL~cil~l.-. , \ . ! I 1 11e:.11::::'s~;,.;:..:i.;/ ::::::f/-=t. ti=-=::i w- flQlE: 1, SEE SHEET 6 2. SEE SHEET 7 3. SEE SMEEl 9 FOR PLANTING NOTES FOR PLANTING DETAILS FOR PLANTING LEGEND • Gillespie Delorenzo, A,S.L.A. I & Associates, Incorporated wndscooe i\rcJ\ltech ire. I Cl'Y:I f1oci.,,ng , 31:,13 Si~th Avenue, St'.lr, D1eg(l Calif0rriia 9:!'03 · (6~ 9) ')9_')-5115 DATE IY I ( I 1:!i 5 \ 1 @0 } ' -~ OESCIII PTIOIII APP"O REVISIONS ---7 I \.9 lf) '\-.,: (j, ~) . ~--·--·····-·-·1 ··-··-··-· ---! . ' .. --···-·-1 I "'' '" ' ;; . \±,-(J'i ,l\ l[) <:') / \ @'Wa~roNSULTANTS 'cf.. NOV 2'"1 1986 DATE PRINTED I I ; \ ! I I I I l \ ! ' 1 ! \ \ 1- i \ I ' ' I I I~ I ' I I I , I \ I I I ' !//- 1 i I <( ' j 51' I/ ' (},,i ~I ' ~ ~ ~ (.!i I I ~ c:i I I ~ ~ 9:i \ ~i~btr:::,.-~-=,-~, ., . ></ ( £, . V •, ,,~ . ••., ~ •. ", ', . ' L.""£·~~ \ ,,, 6 -- \ ~';ci;"::1---=~Js;,:;~~i;,;/ ~ts;~~~ltt»~~Fli±t~-'~---·-,.~, ' II ' ~-·,.. . ~~:;;<> \ . -'"'7'.~r.:;,;: -~ "P"'t;;:: ,,. \ ... '·,,_ .... "'-I ) r·"' \..=!~ ..... I ·----- ~"- ' / ( / /' -----•~H.,."-,?-, ~~ I--~---., . , , r ~---¾ "'1 ! ! .. .---••' • • \ // (/--I ~· ...J / 45 u -! / I I ~, I I 2 y l1 I II 4 24 I If' 1/ \ \; ------------------41 ' M.Qli: 1. SEE SHEET 6 2. SEE SHEET. 7 3. SEE SHEET 'l 0 FOR PLANTING NOTES FOR PLANTING DETAILS FOR PLANTING LEGEND I I :_/ 1[4~:/1 ( J ~--f-!'>..f---t----:;;;""'·:::__,L_-,_-~---4-Lf--:---ii'II 67 ----------- BENCH MARK: DESCRIPTION! STANDARD BRONZE DISC IN CONCRETE MONUMENT LOCATION: ABOUT 200' NORTH OF STATION 261 + 9B, RANCHO SANTA FE ROAD (R.S. 454), NEAR FENCE EAST SIDE OF ROAD. RECORDED FROM: COUNTY BENCH LEVELS J-0302 ELEVATION: 176, tB DATUM: U.S.C. & G.S. \J\ \ \ \ 1 -'~,:;;e·. :1'~ \ . lT~;_, : . ~/lv'l,.t::<I . , .f4 ' I ' I \ ' (I 4f51P\ \ ~~····-" ,~.,,,- ~ . J ~~Ti;:c? J,,I HIT~ Tf';.Pi L.-1 I e, i~!S-yL.,.t>! ···,: __ ti-;-f11-le~ .• -,... ';! : \ ~~ Cf-. •-f,{'"1 . . I I ·---1 I I I t,,\t.~' i 4') I k·.~~ I I ,7 I ) ·-:<') ,._3 4·--) 1:1~ (V-_) L '' " 5' r;..,~v [ ___ J __ 4/fo. I A\ 7 ---- "I"~., ~,.. i"-< 'I') 0') ("<) NOV 2 1 1986 DATE PRINTED ISHSEET I CITY OF CARLSBAD [SH~TSI t----lf--+----------------1-----,1 £NGIN [[ II ING D[ PART ■£ NT Q ~---7 PLANtlNG PLAN FOR 1 MEADOWCREST C.T. 85-8 I 1----+---+-----------------IAPPR·O. VtD · d Gillespie Delor~nzo, A.S.L.A. -------------- & Associales, Incorporated , t----1f--+----------------1---,1 :=:"::::t:::::::::.=· ====c:;';:.T:::Y:::::t=N=G=•=NE=t=":::::;-;::=:::::DA=T=E ====! l.andsco"x, i\rchrro:::turo Loryi Plornng !I 1--0-A-TE-+-I-Y----------------1-A-P"""P·-0 OWN IY-=-_-_-_----, r PROJ[ CT NO 11 OA-NCii NO. I J7:J;1 Siftt-. Aver•u~1. '.':o•i D1Pqo, (;u11crr,in ?'2'0'.l 0[ SCftf PTIO" ~~KLQD -::Cl 1619!2%Mh REVISIONS ML!& 6. , .. J.P.!&. 1140 ($1 ... ii . £ z..,;;, ,_! !£ I·" A i LA i 111 ,.iii .. \ t q; .IJ!!I& !#Md&.;;.$ , . l .!. as:u i!Ut Qi I J(!#...2 I J(!!Q;;t J)lhtts i _ k\i tt it! L 1, 3 ll!i , I ilill.ii!t!& 4 J L$!4 t . !UM , 1 t ¥?. ax 41% .i .1 IJ4i)l,1Ji .¥1!!()_,,,¢¥.,M;@M.!Xi . I #¾U# l!.¢4. JP.Mk! kill&.\ l 4),4#£$41%111!!1 ,_ ;tMJi$1JJ(2/i . .$l!.I ti.I 2 !. . I _$) $,., 1 M JJ, Mii!J. (! liAR ,K ;_; i. ;aw;.aµ;;«u .J .. i.4U(Q)A,i A Li ii.S.1.£2 ... .1%%#!ii 4, 1 ii($ ,.-•' ~"•' ,•,< 85-/0ZI \ • I I I i l . ////// / . //~ ,/·· ,, , ,.,,r / ~~ 5}~ ✓-/ !' i /' r;,<_-~...,,, -----w,: I /> -~ //,,/ /4 \ /J-'{!JJ~ CONSULTANTS NOV 2 11986 DATE PRINTED Gillespie Deloten70, A,S.L.A. & Associates, lncorp,:>rated Landscape Accl11f;,,cture. Lone> Plonnng 3/3J Sil'lh Avoni.je, Son Diego, Ca!1fom1a 92103 , (619) 29S 511ti fsHE:.ETl c1Tv oF CARLSBAD r;"a'"ETsl "\ 1----+--+-~----------.__---1 ~ ENG IN EE II ING DE PAIi TII ENT L t---t--+--------l~ 7 lflRfGA rlON PLAN FOR t MEADOWCREST _J C.T. 85-8 ~========, ~ 1:;PIIOVED ~=:1:1:::::::::::::::::::::::~~==::: Cl TY ENG I Nl E II DATE . DATE 9Y OESCIIIPTION APP"O g::o•:v __ ,, PIIOJECT NO II DRAWING~ 1-=='""-'-::..:..A.----=-R=E=v=, s""'1...;.o.;.:N=s'-----'-----"-'-'-'-'-"---' FtE1.o eK, . -_J e,~ ·:&:::,f! 85-(021 ' ' l, r [ I . I j I I BE:sCH MARK: DESCRIPTION: STANDARD BRONZE DISC IN CONCRETE MONUMENT LOCATION: ABOUT 200' NORTH OF STATION 261 + 98, RANCHO SANTA FE ROAD (R.S. 454). NEAR FENCE EAST SIDE OF ROAD. RECORDED FROM: COUNTY BENCH LEVELS J-0302 ELEVATION: 17B. 18 DATUM: U.S.C. & G.S. I I I J ; , ' ' 0 . I /fl r/4~ II.Lt; I !-,,ff;':JO/ • f) i / I ! I I I 8 ' \ -~~'I~ .-lQ_ ~\\ \\\\\ ~ \ \\ '\\ ' ~--~ llllE: l, SEE SHEET 6 2. SEE SHEET 7 3, SEE SHEET 6 ~ 'I 1 12' f. , \ ~1:!}<; ?-- / FOR IRRIGATION LEGEND FOR IRRIGATION DETAILS FOR IRRIGATION NOTES &lii 22.i 3.1 ll!J.$£6 . 4. Ji&£4..M4 21 i.J !$1.L .,li ___ ;u; ; __ " 4..4 .l,i#Ci&44!14. .. ihU I ' r;t'f,,}---+'+fl-Kl'° I ONAL l4'0 ~-:----.. r~ ' 1 '!!£,_Um~- \\"' \_J.;,,, &/. ..:: \\ :r,. '--~,;=· ,,;. /; \\._'1 t ,'<-+-11/ -~-1/. Z o MIN/ I _--I I I _f I t 12~ ~ ' I Glllesple'Delorenzo, .A..S. L.A. & Associates, Incorporated Land.scope Architecture, Lar):J ')kJnnirq 3733 Six.!h Avenue. Scm l'>iP.-!JO. t:,ilifnr01i-:1 9?10.'I DATE IY ;11-·· ()_\ . ' _, /4 / : I I OESCIIII PTtON • REVISIONS I I I !l(4e ,· n"' . _, ~·-~ t~) ()' l '-C·-rC''-. I . ) NOV 2 11986 APP'O UPJ iiltlli ::Sti!SJJ kiitillli2tat b jjl.J! M iJJ 1 •".. .. , ;g;q I \I ,J _11.$.k,ll IR Lilli¼., ;;;,:µpp;;_ XltiJ,1$.1-i :UQMJ. .; UL Ulti(,ji $%Kkt41&!\ilLli.Q4.1 UJ.$..1$Qk$4£, , . .;;;a.;; ii!it®JA @P.l 2$! _, P.L$£$.4itziii I Ji£(([L!l J \ _ .ttt .. IA-J!k#R#Stt. 4(\t)J . J Qiib. Hi.) b/AQIZ,, ,( U.,~A ]@,,Ok WM#i$1ii i Ph J_LJ J !Ml} ! i It .;;u ii.!P,J. --.£; (( I 4. UUJ! ,, U t & .. \%..1 Ji.hi¾ • (11 ',) ' I. ' I i ' I ', • I I I I I I I I C' '"" I ! I I I I \ I \ \ \ \ \ I I \ \ i \ I I \J_,,, \ ! ' \ ' \, ' i I l l \ I I I I ' l I \ ' \ '1· . 111 l Ii ' ' I ~-! <, ' I I I I . I l I I I I .I 51' C <( 0 0:: ~ ' ~ -~ ~-i/ ~ !, ~ I C:i I I),;: ..-, &i """"I. \I) -~ I ,, .;. l I _,,,, ,.;:; ! ,/ -I·~ \j1' ; ~ A ~ ! /-~--- 1 I I I I \ \ !lilt:: l, 2. 3. ,, SEE SHEET SEE SHEET SEE SHEET \ 6 7 6 1/r, I~, I \ I \ \ l i / I I FOR IRRIGATION LEGEND FOR IRRIGATION DETAILS FOR IRRIGATION NOTES A . I .. Qi!!J!XEMiltt ii 14USS:&,M!!i 21££ii & ,~=-~~~~~::::::::~:e=-+\Ju.,_ ~ \\\\~\ \ I ' 11 I \ \ } / \ I , ! i ' Li a Si \ ) ) \ ,,, \ I, \ \ ' ~ I I '·~§ 7 f ',, ', (~' ~~~. ~~~ ,J .. rr:- ,:;,, -' '/ · ·}, "i \"('>, . .,, --' ' ' I·~~ ( 1,7' /Cl ------1-. .:!----------------------- \ fiJ \ ' I I '2 ,lJ , . ' I ' I ~ /\ "'·-........ ' ;, '";:--·--1 ! : t ,/ \ ...:;!\I-~ I .. I 41~· r ~ >·. ·-1. ! I /,, I LJ I "' "\\ I '••,,,.,., ... -,, j , ,· I I &, '•, I >·· ~ -~ :: . .:.:.. I· . l:("J C\ l ('<. , . ....._ \::-,.: \J ~, cC\ • I "!:••om, "'\:··-· 'i:,: ~:;: ,'Y', ,<" " f' ...... f·< 'I') 0-) ('f"') f I I ' I I I - • j ' DATE PRINTED. ==--==-· ' ' ! 1----1-+------------~~r---; 1-:-[P_P_11o __ v_E_D_·______ ~ Gillespie [)(:,,Lorenzo, A.S.L.A. '" CITY [NGIN[[l'I --DA-~ & Associates, Incorporated l-----c-::+:c-+----=:-:-:::-:;:-;;:;:---"---;.,...:;.1 ~ow=N=e=v=.~::~_~'-;., ~. "'=-11=-o=J~E~ct===~N~o::;1:;:1 =;;OA~•=•NG::JNO. DATUM: ,U.S.C. G G.~. Lar'dscCJpe hch;lec1ure Lan:J f~amir-q D[ SCl'II PTION APP"D CHKD IY ___ 1 ;173::; sixth twc-nuc. Son UiO\lO (:ct,fc,m10 G'.!105 OillT[ I Y FIELD BK, (/,P>:>9SS'15 i REVISIONS _,,, ,_,,,_.,, __ ,_ ',-____ ,, ______ J a • ii I il!Litb214i .ii& a LEIS £!bid d£&!11 Edd 211221 ii £i Silt B5-IOZI