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Home My WebLink AboutDWG 463-5L; CUP 08-13; UNION BANK OF CALIFORNIA DRIVE-THRU; 01-06SHEET INDEX TITLE SHEET ______________________ 1 PLANTING PLAN AND LEGEND 2 IRRIGATION PLAN LEGEND AND SCHEDULE 3 DETAILS AND NOTES 4 SPECIFICATIONS 5 & 6 INSPEC[IQN PBQCEPVBE$1 IN$PEC.TION OF THE PROJECT $HALL SE PERFORM SY THE LANDSC.APE ARC,HITEC,T OF THE i"IORK, OR HIS DESIGNATED AGENT. REFER TO THE $PEC.IFIC,ATIONS FOR THE ¾HEDULE OF REQUIRED INSPEC,TIONS AND REQUIRED $UBMITALS. FOLLOIAIING C,OMPLETION OF THE IAIORK, THE LANDSC,APE ARC,HITEC.T OP THE IAIORK IAIILL C,ERTIFY THAT THE IN$TALLATION HAS BEEN C,OMPLETED BY SUBMITTIN6 "Fln"I L"ndoG"P" C,ertlflc"tlon Form" A REQUEST FOR FINAL LAD¾APE INSPEC,TION BY THE C,ITY MUST AL50 BE MADE BY C,ALLIN6 THE INSPEC.TION REQUEST LNE. "FINAL LANDeCAPE CERTIFICATION FO~" PAX TO, 160..<:f44-&t46 LANOSc.APE IN5PEC.TION REGUEST PHONE LINE, 160-602-460:2 ALL IRRl6ATION BACKFLOV'I PREVENTERS SHALL BE TESTED BY C,ERTIFIED TESTER AND RESULTS MU$T BE 6IVEN TO THE C,ITY AND THE C,ARL$BAD MUNIC,IPAL V'IATER DISTRIC,T. PIPE BETV'IEEN THE METER AND BACKFLOV'I PREVENTER $HALL BE "SC.HEDULE K HARD C,OPPER" APPROVED C,ONTRACT BACKFLOV'I TESTERS C.AN BE FOl)ND ON THE C,ITY IAIEB SITE AT ""'"-GI.G"rlsb<>d.Gc>.uo/pdfdoc.htm17pld=340 QY'INEB OBERLIN FARTNERS,LLC, C,/0 ANZA FAC,IFIC, PROPERTIES, INC, 7e,5<1 UNIVERSITY AVENUE, SUITE 104 LA MESA C.A. "11'141 ATT, MR STAN JOHNSON PE':/ELQPEB'5 NAME, JONES LASALLE 28118 C,ABRILLO LANE VALEl'lc,IA C.A. '11554 TEL. (bbl) 2'11-1102 PEGLABAIIQN <28 RESPQNfllet E GHAfW! I HEREBY DECLARE THAT I AM THE LANDSCAPE ARC.HITEC,T OF THE IAIORK FOR THIS PROJECT, THAT I HAVE EXERCISED RESPONSIBLE C,HAR6E OVER THE DESl6N OF THIS PROJEC,T AS DEFINED IN SECTION 6703 OF THE BUSINESS PROFESSIONS CODE AND THE DESl6N 15 C,ONSISTENT IAIITH CURRENT STANDARDS. I UNDERSTAND THAT THE CHEC.K OF FROJEC,T DRAIAIIN6S AND SPECIFICATIONS BY THE CITY OF C.ARL56AD AND THE SAN DIE60 COUNTY DEPARTMENT OF ENVIRONMENTAL HEAL TH 15 CONFINED TO A REVIEIAI ONLY AND DOES NOT RELIEVE ME, AS LANDSC,APE ARCHITEC.T OF i"<ORK, OF MY RESPONSIBILITIES FOR PROJECT DE516N. THESE PLANS HAVE BEEN PREPARED IN SUBSTANTIAL CONFORMANCE IAIITH THE APPROVED LANDSCAPE CONCEPT FLAN, IAIATER CONSERVATION PLAN, flRE s.JPPRESSION FLAN, AND ALL CONDITIONS OF APPROVAL RELATED TO LAND5C.APIN6. Sccli v~ ;}dfyu,uM4 Sl<S-NATURE OF LANDSC. ARcJ-ilTEC,T 52B4 LIC.ENSE NO. . Soil test shall be performed by a soil testing labo~atory (pre-approved by the City). The test shall indicate but not be limi\ed to the followmg: a. organic matter cont;9v_.., b. N, P, K c, pH d. EC e. f soil texture (silt, clay, sand) recommendations for amendments, leaching, and maintenance fertilizations. The results and recommendations of the soil testing laboratory shall be submitted to and 11 approved by the City. The approved recommendations for amendme~ts and backfill sha . be incorporated into the landscape plans prior to the start of construct10!' and shall_, become part of the approved plans. KEY MAP DE ALCALA STUDIO scorr SEBVERS.. NV. 3545 CAMINO DEL RIO SOUTII, SUITED SAN DIEGO CA. 9210& Ph: (619)584-4249 Fax: (619) 269-206& E-MAIL dealcalastudio@cox.ne1 Date: 11/21/06 I st Revision per plan chic. 3-29--07 P~□~LEASE SPAC UNDE ARATE PERM! 4,661 SF '"'" .. SEE SHEET 3 FO~RRIGATION PLAN SEE SHEET2 FOR PLANTING PLAN NOTTO SCALE IWNJJ<N REV!Ew'ED• ~ t ~\,. .( .. (.l~d.t •,Jir.'4,t,tl\ E Gl~EERING PLAN CHECKER ?/a1109 DATE DATE INITIAL ENGINEER OF WORK REVISION DESCRIPTION PROJECT SIT. Gj VICINITY MAP SCALEt NOT lO SCALI "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE I S1EET I CITY OF CARIBBAD I SH6ETS I PLANNING DEPARTMENT TITLE SHEET UNION BANK DRIVE UP ATM APPROVED /1-~~~ ('.a, ~I~± 1-Zol-~ PLANNING DATE OWN BY: I PROJECT NO. I ORAWiNG NO. DATE INITIAL DATE INITIAL CHKD BY: CUP 08-13 OTI-iER WPROVAJ. CllY lv'PROVAJ. RVWD BY: 463-5L . I . -.-,"cq .. JL ! " 11 -r·· . , I EXISTING LANDSCAPE TO REMAIN 2-EXISTING CORRAL TREES TO REMAIN ( C4?~sf'v'ju corz-,P-V "t"/W-~) PLANT LEGEND SYMBOLS BOTANICAL NAMES COMMON NAME TREES: NIC □□ □□ gg [J[J P~DP,IJ,SE,11., LEASE UNDER SEPARATE 4)661 SF SIZE QUANTITY SPAC PERMI D B ~ ELEC. PROPOSED DRIVE -UP TELLER AREA SF: APPROX. 1,166 SF EXIST!N LANDSCAPE TO REMAIN ('2-) t,,1p 1.,~uc,.6t-qu1,-.J?-' tw~r-,v,:e... ~ ~t-,1,abl µ 1µ ~P 0 SYAGRUS ROMANZOFFIANUM QUEEN PALM 16' B.T.H AVER. "NEW LOCATION OF TRANSPLANTED QUEEN PALM"( 61~\N'N p.-=, eot-,t;:, SHRUBS: 4 12',15',18' 19' BROWN TRUNK c..l~-) STRELITZIA REGINAE RAPHIOLEPIS INDICA "SPRINGTIME" BIRD OF PARADISE INDIA HAWTHORN CARISSA MACROCARPA "BOXWOOD BEAUTY" NATAL PLUM 5 GAL. 5 GAL 5 GAL. TULBAGHIA VIOLACEA VINES DISTICTIS BUCCINATORIA SOCIETY GARLIC 1 GAL BLOOD RED TRUMPET VINE 5 GAL. t<WJ EXISTING LANDSCAPE TO REMAIN (PROTECT IN PLACE) 2 20 28 24 6 DE ALCAIA STUDIO SCO'IT SEEVERS, ASIA 354$ CAMINO DBL RJO SOU'I1f, SUITBD SAN DIBOOCA. 92108 Pb: (619)584-4249 Fu: (619) 2/W-2068 B-MAIL dealcalasludlo@ Date: 11/llJOII 1st Revlsloo p« plan cblr. 3-']!µ11 l J _{}_ 11' ~ 1 o 1 I U1 DATE INITIAL ENGINEER OF WORK WATER CONSERVATION MEASURES: e RETROFITED AREA IS THE SAME PREVIOUS LANDSCAPE 'ZONE 2 REFINED LANDSCAPE ZONE". e NO TURF IS PROPOSED IN NEW LANDSCAPE AREA. • IRRIGATION SYSTEM WILL BE DESIGNED FOR FUTURE RECLAIMED WATER. • DESCRIPTION: ZONE TWO ATTEMPTS TO REFLECT THE NATURAL CONSTRAINTS OF CARLSBAD IS PHYSICAL ENVIRONMENT. IT SUBSTITUTES FOR A HISTORICALLY DISPROPORTIONATE USE OF ZONE ONE'S "TRADITIONAL LANDSCAPE'. ITS DESIGN AND SELECTION OF MATERIALS PROMOTE LESS MAINTENANCE AND WATER REQUIREMENTS. • THE PLANTING PLAN FOLLOWS THE SEVEN PRINCIPLES OF "XERISCAPE" 1. GOOD DESIGN 2. THOROUGH SOIL PREPARATION. J. CAREFUL PLANNED USE OF SHRUB AND LAWN AREAS. 4. ADAPTED.LOW WATER DEMAND PLANTS. 5. EFFECTEVE AND EFFICIENT WATERING METHODS. 6. MULCHED FLOWER AND SHRUB BEDS. 7. PROPER LANDSCAPE MAINTENANCE AND MANAGEMENT. NOTES: 1. PROVIDE 3• OF SHREDED FIR MULCH TO ALL NEW LANDSCAPE PLANTERS. 2. FINISH GRADE OF LANDSCAPE AFTER MULCHING TO BE 2" BELOW CURB. J. PROVIDE POSITIVE DRAINAGE 2% AWAY FROM BUILDING INTO EXISTING LANDSCAPE DRAINS. 4. EXISTING IRRIGATION VALVE TO BE RE-USED AND SYSTEM RETROFITED TO NEW CONFIGERATION. 5. LANDSCAPE TO BE MAINTAINED BY PROPERTY OWNERSHIP (POINSETTIA VILLAGE SHOPPING CENTER) 6. NEW LANDSCAPE AREA IS CONSISTANT IN DESIGN WITH EXISTING LANDCSPAE. NO FIRE PROTECTION PLAN IS REQUIRED. 7. EXISTING QUEEN PALMS WITHIN SCOPE OF WORK ARE TO BE REMOVED AND BOXED ON SITE AND REPLANTED AFTER CURB WORK IS COMPLETE. QUEEN PALMS RANGE FROM 12',15',18',19' BROWN TRUNKS. 8. NEW LANDSCAPING TO BE CONSISTANT WITH EXISTING PLANTING SCHEME IN SHOPPING CENTER. EXISTING SPECIES INCLUDE; • STRELITZIA SPECIES • CARISSA • PELARGONIUM • TULBAGHIA • RAPHIOLEPIS • AGAPANTHUS • HEMEROCALLIS APPROVED FOR PLANTING "AS-BUILT ---- -AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. _J 40-LOCATION OF PLANTING REVIEWED BY: AREAS. ' INSPECTOR " - DATE DATE I S2EET I CITY OF CARLSBAD I SH6ETS I PLANNING DEPARTMENT PLANTING PLAN FOR: UNION BANK DRIVE UP ATM I APPROVED rz.:-1-[ '4.~\\-it I '1-'U'\~ PLANNING DATE DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INITIAL CHKD BY: REVISION DESCRIPTION OTI-IER APPROVAL CITY Af'PR!JI/PJ.. RVWD BY: CUPOS-13 463-5L I Q. EXISTING SLEEV EXISTING QUICK COUPLER VALVE 2-EXIST!NG REMOTE CONTROL VALVE BOXES ADD NEIi SYSTEM TD EXISTING VAL VE 13 GPM IRRIGATION LEGEND Q H F Cl e MANUFACT. RAIN BIRD RAIN BIRD MODEL NO. / DESCRIPTION 1808-SAM-8 FLT-Q/H/F FLAT SPRAY 6" POP-UP 1806 50,5H SERIES MPR 6" POP-UP • GPM .4,.8, .9,18.0 PSI 30 30 NIC gg gg RADIUS 10 FT 5 FT N01E: ALL SPRAY HEADS THAT DO NOT CONFORM TO PRESCRIBED NOZZLE RADIUS' Si-lALL BE FIT1ED ~TH PRESSURE COMPENSATING SCREENS TO ACHIEVE PROPER RADIUS/THROW DISTANCE. SYMBOL MANUFACTIJRFR MODEL NO / DESCRIPTION NO SYMBOL EXISTING 120 VOLT ELECTRICAL" POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCA 110N IN FIELD PEB SERIES -PLASTIC REM01E-CONTROL VALVE (EXISTING) gg □□ SPAC PERMI = ELEC. (i) (i) PROPOSED DRIVE -UP TELLER AREA SF: APPROX. 1,166 SF RAIN BIRD AS APPROVED PVC PIPE SCH. 40 SCH,. 80 UNDER VEHICLE AREA AS SLEEVING; AS NOTED; TY,ICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED, NO SYMBOL SHOWN ON PLANS, ALL PIPE AND WIRE UNDER PAVING SHALL BE INSTALUED INSIDE A SEPARA1E SLEEVE AS APPROVED PVC PIPE 3/4" CL. 200 AS LA1ERAL LINES 12" BELOW GRADE SIZES NOTED ON PLANS. SCOPE RETROFITING OF (1) VALVE TO NEW CONFIGURATION. NO SUBSTANIAL CHANGE IN GPM DEMAND FOR SYSTEM DE ALCAIA STUDIO SCO'IT SEEVERS, ASIA 3543 CAMINO DBL RIO SOU1H, SUIIBD SAN DIEOO CA. 92108 Pb: (619)584-4249 Fu: (619) 2$-2068 E-MAIL dealcalaatudlo@ Dale: 11/2Wli hi Revlaioo per plall cbt. )-29-01 NOTE: EXISTING LANDSCAPING IS TO BE REPLANTED & GRADED TO BE CONSTRUCTED BACK TO EXISTING CONDITIONS FOLLOWING TliE INSTALLATION OF NEW IRRIGATION EQUIPMENT. -~ / ... !>-1'0SC SEE ~~~~~ 0 WATER CONSERVATION MEASURES: e RETROFITED AREA IS THE SAME PREVIOUS LANDSCAPE "ZONE 2 REFINED LANDSCAPE ZONE". e NO TURF IS PROPOSED IN NEW LANDSCAPE AREA. • IRRIGATION SYSTEM WILL BE DESIGNED FOR FUTURE RECLAIMED WATER. • DESCRIPTION: ZONE TWO A ffiMPTS TO REFLECT THE NATURAL CONSTRAINTS OF CARLSBAD IS PHYSICAL ENVIRONMENT. IT SUBSTITUTES FOR A HISTORICALLY DISPROPORTIONATE USE OF ZONE ONE'S "TRADITIONAL LANDSCAPE". ITS DESIGN AND SELECTION OF MATERIALS PROMOTE LESS MAINTENANCE AND WATER REQUIREMENTS. • THE PLANTING PLAN FOLLOWS THE SEVEN PRINCIPLES OF "XERISCAPE" 1. GOOD DESIGN 2. Tl-lOROUGH SOIL PREPARATION. 3. CAREFUL PLANNED USE OF SHRUB AND LAWN AREAS. 4. ADAPTED,LOW WATER DEMAND PLANTS. 5. EFFECTEVE AND EFFICIENT WATERING METHODS . 6. MULCHED FLOWER AND SHRUB BEDS. 7. PROPER LANDSCAPE MAINTENANCE AND MANAGEMENT. f!,~f p<7V-/ t"ff-W~i' r1&;>17~.(.-"f' fB-j!,C-0 {7'J.-5'{ I Y,," ~ 1-a, ... .t:U,-1 v-" f1 <>t-J H l::.-rJ?fv J_a,,,:,.r,-...p __ (.,,:J-' ~ er-~'~) 1'-11 j7f?J..-.j!.. l7fiVF-VYt'.I-'( f;Z,' F f!--oV1 f;,A:,'~ f -SJ l:PWP!-f:.--lf-J FjUt-Jr °r f'l~ Wf' Sil>< ~Sfl''--ju'1-..lf WATER METER SIZE WATER METER ELEVATION F STATIC PRESSURE PSI REMOTE CONTROL VALVE SIZE TOTAL DEMAND GPM STATIC PRESSURE AT HIGHEST HEAD 111 "'101 I l I -I -v> -¥' DATE INITIAL 2" ,- 1112" ENGINEER OF WORK REVISION DESCRIPTION WATER PRESSURE CALCULATIONS -- SIZE DESCRIPTION FLOW # PSI LOSS 2" SERVICE LINE (50 FT OF TYPE K COPPER) J 1 o,-. PSI 2" WATER METER <DISC TYPE) ' 2 ,1. P, PSI l'Al BACKFLOW PREVENTER RIP TYPE) ,, 3 /'l, (J PSI 2" FILTRATION •=vE FILTER ,, 4 rl, 3' PSI . PRESSURE REGULATOR WILKINS 500HLR) ,-5 -PSI 2" BFD ASSEMBLY PIPING (BRASS WI 4 ELLS! I} 6 =, ,_ PSI . MASTER CONTROL VALVE ,_ 7 -PSI -FLOW SENSOR : ... ' 8 -PSI 2112" ISOLATION VALVES CBALL TYPE! J 9 1, <..-PSI 21/2" °TZ-DFEET OF MAINLINE: CL.315 PVC ,. 10 -;,. 2,, PSI FEET OF MAINLINE -11 -PSI - 2112" 5 -90 DEGREE ELBOWS J 12 q,.,,., PSI 11/2" REMOTE CONTROL VALVE .~ 13 ~~S' PSI 10% LATERAL LINE LOSS . 14 310 PSI 20% FITTING LOSS /IN ADDITION TO ELBOWS SHOWN\ . 15 n,lS PSI ELEVATION CHANGE (P.O.C. TO HIGHEST HEAD\ . 16 -PSI - TOTAL SYSTEM PRESSURE LOSS (SUM OF #1 THRU #16) 17 t-~,i) PSI PRESSURE REQUIRED AT HEAD 18 :z:o I 0 PSI TOTAL PRESSURE REQUIRED (SUM OF #17 AND #18) 19 15:,, 0 PSI STATIC WATER PRESSURE iFROMABOVEl 20 7.,;-. 0 PSI • RESIDUAL PRESSURE (SUBTRACT #20 FROM #21) 21 ,z,o, 0 PSI SET PRV OR MCV AT (#20 PLUS 10 PSI) 22 NIA PSI PRESSURE BOOST.IF REQUIRED(SET TO ACHIEVE 30 PSI RESIDUAL\ 23 NIA PSI ... "AS-BUILT " APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. DATE LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR DATE I S3ET I CITY OF CARLSBAD I SH6ETS I PLANNING DEPARTMENT IRRIGATION PLAN FOR: UNION BANK DRIVE UP ATM · I APPROVED PLANNING i~.1£&,:-~\l~ :1-U'I~ DATE I DWN BY: PROJECT NO. DRAWING NO. DATE INITIAL DATE INl"TIAL CHKD BY: CUP 08-13 463-5L OTI-lER /\PPROVAL CllY APPROVAL RVWD BY: I HI A @ 1---1 (j) 1 -PALM 2 -FINISH GRADE 3 -PLANT TABLETS 4 -ROOTBALL 5 -BACKFILL 1007. WASHED PLASTER SAND 6 -1 FT. MINUMUM 7 -2 X ROOTBALL 8 -BROWN TRUNK HEIGHT 9 -WATERING BASIN NOTE: ALL BACKFILL TO BE WATER JETTED DURING PLANTING FOR MAXIMUM STABILITY. RELOCATED PALM TREE NOTE: INSTALL / ROUTE ALL WIRING AND MAINLINES PER MECHANICAL ENGINEER 1. REMOTE CONTROL VALVE 10. PVC SCH 40 FEMALE ADAPTER 2. SOLENOID (TYP.) 11. FINISH GRADE (FLUSH IN 1URF, 3. WATERPROOF I\IRE SPLICE 1 IN. IN GROUNDCOVER) CONNECTORS (SEE SPECS.) 12. PVC SCH 40 TEE (SSS) OR ELL 4. CONTROL I\IRES; BUNDLE (SS) ON MAINLINE AND TAPE (W/ 4 FT. MIN. 13. UNDISTURBED/ COMPACTED SUB GRADE EXTRA WIRE) 5, PVC SCH 80 UNION 14. BRICK OR CONCRETE SUPPORTS 6. VALVE BOX 15. 1 CU. FT. MIN. PEA GRAVEL 7. PVC NON-PRESSURE PIPE 16. SEE SPECS FOR DEPTHS 8. PVC PRESSURE PIPE 17. 2 IN. MIN. 9. PVC SCH 80 NIPPLE (TYP.) 18. TEFLON TAPE THREADS (LENGTH AS REQUIRED) 3 REMOTE CONTROL VALVE (EXISTING) N. T.S. -----1 mll;W81'1'-'=nT'<!:c-r-r,-. ·.· -.·.· 7-,J,J:.!f:i=r-cJ:tt' · .· fiitifrrl,~=-5 ·._.. ----_,. --,. w-• .. ~ll~lt I llll[llll~I llln1 I I 1-1 I 1--:I 3 1 SHRUB 2 ROOTBALL 3 2 X ROOTBALL DIA. 4 WATERING BASIN (IF REQ'D.) 5 PLANT TABLETS INSTALL PER MANFACTURER'S SPECIFICATIONS. 7 TOP OF CURB, PLANTER, OR PAVING. 8 FIN. GRADE AT SLOPE (AS REQ'D.) 9 FIN. GRADE AT EXISTING SLOPE (AS REQ'D) 10 MULCH (SEE SPECS.) 1 3-- SECTION PLAN 1 -2 INCHES 2 -PREPARED SOIL 3 -FINISH GRADE OR WALK 4 -SEE PLANT LEGEND FOR SPACING 5 -CONCRETE MOW STRIP 6 -SEE LEGEND FOR SPACING C GROUNDCOVER PLANTING 1 .:;; :~:....-----1- ::-:,,,-:,:-:,,:,,;;❖:,,:,,, (D WALL , FENCE OR TRELLIS SURFACE. ® VINE ATTACHED TO SURFACE WITH CLEAR PLASTIC TIES. @) NURSERY STAKE / ESPALLIER (TO BE REMOVED) @ SET ROOT BALL TIGHT TO FOOTING. REMOVE Ai.Y EXCESS CONCRETE IF NECCESARY. (§) 4• HIGH WATERING BASIN. @ FINISH GRADE. (J) PLANTING TABLET -SEE PLANTING SPECIFICATIONS. @ BACK FILL MIX -SEE PLANTING SPECIFlCA TIONS. @ UNDISTURBED NATIVE SOIL. (D PIT DIAMETER -2 X DIAMETER OF ROOT BALL. (l) CROWN -1 /2" ABOVE FINISH GRADE. Q MIN. 4• BELOW FINISH FLOOR OF BUILDING. D1------~-- N. T.S. ® SHRUB PLANTING N. T. S. N.T.S. @ VINE PLANTING N.1.s. 6 1 8 2 3 5 1 -POP-UP SPRAY HEAD 2 -S\\1NG JOINT ASSEMBLY (1 -4-INCH SCH 80 NIPPLE AND 3 MARLEX ST. ELLS) 3 -ANGLE WILL VARY WITH HEIGHT OF POP-UP BODY 4 -PVC SCH 40 TEE (SST) OR ELL (ST) 5 -PVC NONPRESSURE LINE 6 -2 IN. MAX. FROM CURBS, WALKS, ETC. 7 -AT FINISH GRADE IN TURF AREAS, 1 IN. IN SHRUB AREAS 8 -SEE SPECS. FOR DEPTH 9 -SPRAYS TO BE INSTALLED 18" MIN. AND 24" MAXIMUM FROM FACE OF BUILDING. 12" FROM FACE OF WALL ~1--_P_O_P=..U_P_S~P_R_A_Y ____ _ ~ N.T.S. z z 2 2 ~ <!, "' OJ -~ f_ .!... -. ' T 1 I~~ ~~~illi.---<4 _, ~m~_~j~~trtf=-§~~t!~~----<s 'T-11 ~ TTT-11 __ -~ 6 IN. TYP. 1 -CLEAN BACKFILL -SEE SPECS, FOR MATERIAL, 90% COMPACTION REQUIRED 2 -NON-PRESSURE LATERAL LINE SNAKE PIPE IN TRENCH J -CONTROL WIRES -6UNDLE AND TAPE AT 10 FT. O.C. AND INSTALL ADJACENT TO PRESSURE SUPPLY LINE 4 -PROVIDE 2 IN. OF CLEAN BACKFILL 5 -PRESSURE SUPPLY LINE SNAKE PIPE IN TRENCH 6 -FINISH GRADE NOTE: PIGTAIL AND LOOP CONTROL WIRE AT ALL 90 degree CHANGES IN DIRECTION. ::t t n.. t j .\U . ,J, L ,/\ .I Ill 1.-' ~f---_T_R_EN_C_H_IN_G ______ _ ~ N.T.S. DE ALCAIA STUDIO scorr SEEVERS, ASIA. 3545 CAMINO DEL RIOSOUTH, SUITBD SAN DIBOO CA. 9'2108 Ph: (619)584-4249 Pax: (619) 269-2068 E-MAIL dealcaluludlo@cxm.lllll Dato: 11/ZWII lat Rcvlsloo pct plan chk. 3-29-07 DATE INITIAL ENGINEER OF WORK II) ,iii f :> --· Landscape Manual requirements: Sleeves under roads: 6" or less in diameter -36,, cover Greater than 6" in diameter -48" cover Schedule 80 PVC Sleeves under paving (non-roads): Less than 3" in diameter -18" cover 3" -5-1/2" in diameter -24" cover 6" or greater in diameter -36" cover Schedule 40 PVC DETAIL ALSO FOR PIPE ® SLEEVING (SLEEVING UNDER DRIVEWAY) 8~----- N. T.S. -APPROVED FOR PLANTING "AS-BUILT AND IRRIGATION ONLY. INCLUDING PRECISE P.E. EXP. LOCATION OF PLANTING REVIEWED BY: AREAS. INSPECTOR " DATE DATE I S4ET I CITY OF CARLSBAD I SHaSI PLANNING DEPARTMENT DETAILS UNION BANK DRIVE UP ATM I APPROVED PLANNING tbl{ 41:. ~L-"'* 1-~~ I DATE DWN BY: PROJECT NO. DRAWING NO. DAT£ INITIAL DAT£ INITIAL CHKD BY: REVISION DESCRIPTION OTHER APPROVAL CITY APPROVAL RVWD BY: CUP08-13 463-5L , .. 1 ....... .., ... : .. ;LL l .. --·~-··1 i~i-.1 I,. " SECTION 02900 LANDSCAPING PART 1 -GENERAL 1.01 GENERAL CONDITIONS A. Drawings and General Provisions of Contract., Including General and Supplementary conditions and Division 1 Sp~cificatlon sections apply to work of this section, and must be fully considered 1n connection therewith. 1.02 SCOPE A. The work includes all services, labor, materials, transportatron ond equipment necessary to perform the work indicated on the drawings and as specified herein and as required to complete properly the contract. B. Related Work: 1. Irrigation (Section 02480) 1.03 SUBMITTALS A. See requirements in General Conditions, and Section 01340. 8. Contractor shall submit a twewritten list with specification, of all f~sible material!, including soil amendments. fertilizers, plant materials, etc., with quantities of each. 1.04 DEFINITIONS OF TERMS A. "Planting Area• shall mean oil areas to be seeded, sodded, planted with trees, shrubs, and/or groundcovers. 1.05 GUARANTEES AND REPLACEMENTS A. P!ant Materials: Plant:, (15-gallon size and larger) sholl be guaranteed to live and grow in healthy condition during the agreed upon 90 day m?intenance period or untn final acceptance (3.20 Port B), Plant material will continue to be guaranteed for one (1) year. B. Plant material smaller than 15-gallon size: Shall be guaranteed ta llve and grow in vigorous healthy upright condition for a minimum of one growing season ofter final acceptance of work (excluding seasonal color). C. Replacement: All plants not healthy and in vigorous growing condition as determined by the Landscape Architect shall be replaced Immediately. Plants used for replacement shall be the some kind and size os specified i~ the plont list. They shall be furnished, planted and fertilized a, originally specified at no costs to Owner. 1.06 VERIFICATION OF EXISTING CONDITIONS A. All scaled dlmenstons on the drawings ore approximate. Before proceeding with any work, the Contractor shall carefully check and verify all dimensions, quantities, and grade elevations, and shall immediately inform the Landscape Architect of any discrepancies. 8. Prior to the excavation for planting or placing of plant materials, the Controctor shall verify the location of all underground utility tines and other improvement!!, and toke proper precautions to avoid damage to such improvements. In the event of conflict between such improvements and plant locations, the Contractor shall notify the Landscape Architect, and arrangements will be mode for relocation as necessary. failure to follow this procedure places upon the Contractor the responsibility for making any and all repairs for damage resulting from work as herein specified at his own expense. 1.07 PROTECTION OF EXISTING IMPROVEMENTS Ourlng the construction and maintenance period, the Contractor shall take every precaution to protect and avoid damage to sprinkler head:,, irrigation lines. drainage lines, and all other underground facilitles and all paving. structures, fixtures, and existing plantings. The Contractor shall be held responsible for any and all damage ta such improvements and shall completely repair or replace the same at no cost to the Owner. 1.08 INSTRUCTIONS AND OBSERVATION A. All changes and deviations to the plans and specifications shall be confirmed in writing vio the Landscape Architect. 8. Tha Contractor shall be ovoiloble on coll to make a joint observation with the engineer. The Contractor shall have sufflclent work personnel available during normal working hours to correct deficiencies immedk1tely upon request of the Landscape Architect. Such repair or re-work services are to be performed without interference of regular project schedule, C. Plants shall be subject to approval by the Owner's Represenkitlve at the pl~c• of growth and/or upon de1lvery to the site for quality, size qnd variety. Such approval shall not impair the right of observation and rejection at the site during progress of work for size, conditlon of r<?ot boll, latent defects, or injuries. Rejected plants shalf be removed immediately from the site, unless otherwise approved by the Landscape Architect. O. Site observations herein specified shall be mode by the Landscape Architect. The Contractor shall notify the Landscape Architect of o site observation at least 48 hours In advance of an observatlon. An observotlon will be mode by the Landscape Architect during office working hours on each of the steps or conditions listed below, The Contractor or Ms authorized representative shall be on site at the time of each observation. The Contractor will not be permitted to initiate the succeeding step of work until he has received approval to proceed by the Landscape Architect. 1. Pre-Construction Meeting: Immediately prior to the commencement of work of this section, Contractor shall recerve approval of materials and equipment to be used, and methods of installation. 2. Incorporation of soil conditioning and fertiltzing into the soil: Soll tests performed by _the_. laboratory-licensed shall be submitted and--pold for by the Contractor for agricultural su1tabll1ty and approved by the Landscape Architect once rough gradlng hos been completed, and prior to installing any plant moterlal. J. Upon the completion of finish grading and mow curbs layout in the field, but prtor to mow curb installation. 4. Approval of all plant moterlal quality. 5. Layout of plant moterial. 6. Pre-maintenance observation: When planting and all other indicated or specified work, except the Maintenance Period, has been completed. Acceptance and written approval shall establish beginning of the Molntenonce Period. this ls not o flnal observation or acceptonce, and it does not relleve the Contractor from any of the responsibilities in the contract documents for this projecl 7. Final site observation at the completion of the specified mointenanco period. This observation shall estobllsh the beginning dote for the guarantee period. E. Acceptance: Upon complet!on of the Flnal Observation and the work of thls section, the Contractor will be notified in writing (1) whether the work is acceptable and (2) of any requirements necessary for completion and acceptance. 1.09 SUSPENSION OF WORK A, The Landscape Architect shall recommend to the Owner any necessity to suspend . the work wholly, or in part. for such perl,od or periods as he may deem necessary due to unsuitable weother or such other conditions os are considered unfovorobht for the reasonable perform~nce of the work, or for such time as is necessary due to the failure on the part of the Contractor to carry out orders given or to perform any or all provisions of the contract. B. If it should become necessary to stop work for an indefinite period, the Contractor shall store all materials in such a manner that they wlll not become an obstruction nor become damaged in any way, and he shall take everr precaution to prevent damage or deterioration of the work perform~d. The Contractor shal cover all open excavations and shall provide suitable drainage by opening ditches, planting pits, etc., and erect temporary structures where necessary. C. Grodlng soil preparation, and planting work shall be performed only during periods when beneficial a"nd optimum results may be obtained. If the moisture content of the soil should reach a level that working it would destroy the soil structure, spreading, grading and tllllng operatlons shall be su,spended until the moisture content reaches acceptable levels and the desired results are attainable. 1.10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL A. The Londsca~e Landscape Architect shall be furnished with duplicate. signed, legi?le copies of certificates and/or Invoices stating the brand, grade, amount and quantity of each item for all soil, fertilizers, soil conditioners, plans and other materials. THE LANDSCAPE ARCHITECT MAY STOP WORK PROGRESS UNTIL CERTIFICATES ARE RECEIVED AND REVIEWED BY TI-IE ENGINEER. B. Toe Contractor shall notify the Landscape Architect In advance when all materials are ta be delivered and the manner of shipment, and shall furnish therewith an iten:ized 11st, in duplicate, of the octual quantity of material in each delivery, 1n order to ensure sotisfact9ry ?Oordl_natl?n of dellvery and to expedite the required inspectlon at the pomt of deltvery. The 1tem1zed 11st, in dupllcaie for each delivery of plant material shall include Invoices certifyfng that subject material hos bee~ inspected os required by ,the State Agricultural _Code prior to acceptanc_e or planting. Particular care, using approved equipment, shall be exercised to ensure safe loading, unloading, shipping and hondllng for all plantings from source to in-place location, indicated on the drawings, 1.11 PLANT MATERIALS A. Quantities for plant materials ore shown per plan for convenience only and not guar<Jnteed. Contractor shall check and verify count and ·supply sufficient number to fulfill intent of drawings. 1.12 INVOICE OF MATERIALS A. Upon delivery of matertols and/or completion of all soil conditioning and grading, but prior to Jnitlottng planting operations, the Landscape Architect with the heretofore specified signed_ copies of required certificates, trip slips and invoices for soil preparation materials, shall invoice such material, comparing the total quantities of each material furnished against the total area to each operation. If the minimum rates of application have not been met, the Landscape Architect will require the distribution of additional quantities of these materials to fulfill the minimum requirements spedfled. 8. After Installation of plant materials, but prior to the pre-maintenance si_te obser:votion, the Landscape Architect, with the heretofore specified signed copies of the required certificates and related items shall invoice such material, comparing the total area and/or the amounts specified. 1fthe minimum amounh hove not been furnished, the Landscape Architect ,will require the installation of oddittonal materials to fulfill the minimum requlrements specified. C A sample of the soil omendments shell be delivered to the Londscope Architect withiii 15 doys afier recording of the contract for submittal ta a testing laboratory, along with specifications of each product. After soil amendments have been thoroughly mixed Into the site, random samples of the mixed soil will be token by the engineer and submitted to the soil laboratory for \he Contractor. nswi.--,.:> SI-/Pf.L, t>f-'..-6Wf.7/'111Tl!P Pi-IP, P/'PIZ-<:Ov'l:t,) €7'( 'e--M;' !7r cPjl--1/21:,t'O, e,~ P.Dp1ffo1-',.._I..., '.'?«'Ii.., .:;,p.Jl,1r,L-·P: /~:;nu.J"'f"- 1 "',-t ✓ JJ~;:::> o-i-1 c.,wv"'°rz.-e,H r,..1,:: r · 1.13 PROTECTION OF EXISTING TREES, SHRUBS AND VINES A, It is the intent of tho project that certain areas of the existing plant_ materials shall be retained. Prior to tho removal of any trees, the Controctor shall confer with thi,: Landscape Architect to determine those p!onts thot are to remain. B. All existing trees which are to remain In the pra Ject shall be tagged and Identified by the Contractor prior to start of work. C. Contractor shall be responsible for all trees that are to remain in the project. Damage to a plant which results in death or permanent dlsflgurotion shall result in the complete removal of the plant, including roots, from the site by the Contrc_ctor. The Contractor at his. own expense shall replace the plant with one of equal value as estobhshed by the Landscape Architect or reimburse the Owner the cost of said replacement if a replacement cannot be obtained. The Londscops Architect shall be the sole Judge of the condition of the plant. D All existing trees that ore to remain shall be protected at all times from damage by men and eGutpment. All damage by the Contractor to existing plants shall be repaired at his expense by personnel opproved by the Landscape Architect. E. The Contractor shall insure that no foreign moterlol and/or ltquld, such as paint, concre~e. cement, oil, turpentine. acid or the like, be deposited or allowed to be deposited o~ o_ny ~oil within the drlpllne (the outside edge of follage overhand) of any tree or shrub or w1thIn 6 of the trunk of a vine. Should any such poisoning of the soil occur, the Contractor shall remove sold soil as directed by the Landscape Architect and replace it with acceptable soil at no expense to tho Owner. F. Excavation adjacent to existing trees and shrubs: Where it Is necessary to excavate in close proximity to existing trees ond shrubs, all possible caution shall be exercised to avoid. injury to roots and trunk. Excavation close to trees shall be by hand, tunneling under roots 2 and larger in diameter. Cutting of roots 2" and larger shall be only on the approval of the Landscape Architect. Paint cut roots within 24 hours of initial damage with approved pruntn9 point. When this !s not possible, keep the side of excavotton adjacent to tree shaded with moist burlap or canvas. PART 2 -PRODUCTS 2.01 QUALITY A. All materials shall be of standard, approved, and first grade quality and shall be in prime condition when installed and accepted. All commerclolly processed and/or packaged mote~lols shall be deliver~ to the site in the original unopened contalners bearing the monufocturer s guaranteed analysls. 2.02 SOIL AMENDMENT AND FERTILIZER SHALL BE FOR BIDDING PURPOSES ONLY Specific soil test shall be conducted ofter grading operation hos taken place. A ei-.-,1I 1-.,. n _, ---'du-' "rod---.,, tiertveti from shavin--,.., njf-.-,..fl"""' wi-.a .. r... _ _. f-r re...t n- Amendment shall upon analysis contain at least 1.0% nitrogen (on a dry weight bosls) with an ash content not to exceed 15%. A commercial grade product shall be used. Contractor shall supply Landscape Architect or his appointed representative with a sample of the proposed omertdment accompanied by a laboratory analysis from an approved laboratory Illustrating degree of compliance. Guarantee = wt/cu/yd. = 460# -720/j. Ammoniac nitrogen ~ 1.0'1. pH (less than 6.8). Salinity (total soluble salts = 3.0 MMHO). Density ... 20# cu.ft. Properties =-(gradation sieve size) -No. 6 -95,C minimum passing; No. 8-80% minimum passing; No. 35 -30% minimum passing. Wetobllity -to be ln compliance with standards as per American Society of Agronomy B. Agricultural Grade Gypsum -Shall be a (Ca S04 -H20) calcium sulfate product -94.3'1. 90,; shall pass a 50 mesh screen. Chemical reaction wi!I remove Sodium ottoched to soil particles. Gypsum also loosens heavy cloy sons through electro-chemical action. Control of dust during application i, mondotory. Sholl be U.S. Gwsum, Oolmor, Sof'N'Soil, or Bondinl, if not available, shall be equal to. C. Sulfur (Soil) -Shall be elemental sulfur (99.5%) commercially prepared sa that 46.9:>I passes a 50 mesh screen. Sholl be Wil-Gro, Union Chemlcols or Boker Industries, if not aval!ob!e, shall be equal to. D. Iron Sulfate -Iron shell be expressed as metallic -derived from sulfate -deep green (Fe $04 H20). A mliiimum analysis of 20.0% and 98.3% retained on a 10 mesh screen. Sholl be Wilson & Geo. Meyer, Wil-Gro, or Bondin!. • If not available, shall be equal to. E. Pre-plant or starter fertilizer shall be o commercial grade flowable fertilizer with-1r. nitrogen, 10% phosphorous penttoxlde and 10% potasslum sulfate. No Potassium Chloride is to be used. Organtc nitrogen shall be from Cotton~eed Meal and Urea. Phosphate available from superphosphote ond Cottonseed Meal. Potosh from sulfate of Potash and Cottonseed Meal. · Screen analysls: ,; retained on stacked screen-approximately 8-mesh 24.2%; 20-mesh 75.2:>I; 48 -mesh 0.2'1. Availoble percentage weight of plant food: Nitrogen 1.0" min. Phosphoric acid 10.0% min. Potash 10.0" min. Shall be Wil-Gro, Bandin! or Kellogg. If not available, shall be equal ta. F. Post Plant fertilizer (Maintenance): Fertilizer (commercial) shall be a combination of natural organic and inorganic granular fertl!lzers, free-flowing, suUoble for application with approved equipment and shall contain the following minimum QVQ~able percentoges by weight of plant food: Nitrogen 14.0" min. 4.0" min. Ammoniac Sulfate Remainder of Nitrogen 1.25" Water Insoluble Phosphoric acid Potash 8. 75" Water Soluble 7.0% min. 3.0" min. Iron 2.0:>I Zinc 0.15" Manganese Calcium 0.15" 2.0" Organic Nitrogen is derived from Urea and Cottonseed Meal. Phosphate from Superphosphote and Cottonseed Meol. Potosh from Sulfate of Potash and Cottonseed Meo!. No Potassium Chloride is to be used. Sulfur from Sulfate of Ammonia. Calc!um from Superphosphate, Iron from ferrous Sulfate and mixed Sulfides. Zinc and Manganese ore expressed os metallic and In their elemental form. Screen analysis: (" retained) -approximately: 4 mesh = 1.3%; 8 mesh = 24.2%; 20 mesh = 74.0il; and 48 mesh 0.05'1. Sholl be Wil-Gro Fairway, Bondin!, or Kellogg. If not available, shall be equal to. G. Planting tablets shall be ttghtly compressed chip type commercial grade planting tablets, of varying sizes with the following available percentages by weight of plant food: Nitrogen Phosphoric Potash acid Shall be Agriform or Gro-Power. If not ovoiloble, shall be equal to. 2.03 PLANTING BACKFILL FOR TREES AND SHRUBS 20.0:JI min. 10.0" min. 5.0:JI min. A. Rate of app!lcotlon ls for bidding purposes only. Soil test may reduce or increase total soil yardage amendment and chemical additives. Planting backfill shall be o thoroughly blended mixture of topsoil and soil amendments at the following mlxtures: Soil Amendment1/2 c.y. Stock Piled site soil 1/2 c.y. Gypsum5 lbs. per/cu/yd. of mix Sulfur (soll)l Ibo. per /cu/yd. of mix Iron Sulfatel lbs. per/cu/yd. of mix Pre-Plant (1-10-10) 3 lbs. per/cu/yd. of mix (also see 3.04 Exterior Planter Backfill). 2.04 PLANT MATERIALS A. Nomenclature: Scientific and common names of plants herein specified shall conform with the approved names given in •a checklist of Woody Ornamental Plants of California,• published by the University of California, College of Agriculture, Manual 32 (1963). See list of plant moterlal on drawings. 8. Labeling: Each group of plant mOterlals delivered on site shall be clearly labeled as to spedes and variety. However, final. determination of plant species and variety will be mode by the Landscape Architect and whose decision will be finol. All patented plants (cu!tivar) required by the plant list shall be delivered with a proper plant patent attached. C. Quality and Size: All plants shall be vigorous, of normal growth, free from diseases, Insects, Insect eggs, and/or exceed the measurements specified. D. Container Stock: Shall hove grown ln containers for at least six months, but not over two years. No container plants that hove cracked or broken bolls of earth when token from the container shall be planted, except upon speclal approval. No trees with damaged roots or broken balls shall be planted. E. Pruning: At no time shall the plant materials be pruned, trimmed or topped prior to delivery, delivery and any alteration on the site of their shape shall be conducted only with the approval and in the presence of the Londscope Architect. F. lnspectlo_n_ of Plant Moterla_ls: Required by -~-ity, County or Stote authorities,_ sh?II be_ a responsibilifjOfl:.h&·controctor, and _when-necessary he shall have se-ciJred-perm1ts or certificates prior to delivery of plants at site. G. On-Site lnspectlon of Plant Material~ Plants shall be subject to inspection a~d approval or rejection at the project site ~t any time before or during progress of work for size, "'.arlety! condition, latent defects and 1njJrles. Rejected plants shall be removed from the proJect site immediotely. H. Rejection and Substitution: All plants not conforming to the requirements herein specified shall be considered defective, and such plants, whether in ploce or not, shall be marked as rejected and be immediately removed from the site of the work and replaced with acceptoble plant materials. The plant materials shall meet all apptlcable inspections required by law. AU plants shall be the specie:,, variety, size, age, flower color and condition as specifted herein and/or as indicated on the drawings. Under no condition will there be any substitution of plant species, vartety, or reduced size for those 1ist~d on the accompanying drawings, except with express written consent of the Landscope Architect. !. Rl9ht to ·changes: The Landscape Architect reserves the right to change the species, variety and/or sizes of plont moterlal to be furnished, provided that the cost of such plant changes does not exceed the cost of plants in the original bld. The Contractor shall be notified and confirmed ln writing prior to sixty (60) days before the planting operation hos commenced. Changes in the size and/or variety of any plant to be furnished which involves a reduction or addition in cost shall be ad.),Jsted in the contract cost. J. Root Condition: The Landscape Architect reserves the right to inspect root condition of any species, particularly those grown from seed, and If found defective, to reject the plants represented by the defective sample. K. Protection: All plants at all times shall be handled and stored so that they are adequately protected from drying out, from wind burn, and from all other Injury. All plants determined by the Owner's representative to be wilted, burned, or dried out, moy be rejected, ond remove? from the site. The Contractor's on-site plant storage area shall be approved by the Owners representative prlor to the deltvery of any plant materials. L. Shrub and Tree Samples: Typical samples, three each of all varieties and sizes (shrubs 5 gallon and under, trees 15 gallon and under) of all plant materials shall. be submitted for inspection approval at the site a minimum af fifteen days prior ta planting operations. Approved samples shall remain on the site and shall be maintained by the Contractor as standards of comparison for plant motertols to be furnished. Samples will be incorporated in to the work. WEED ABATEMENT PROGRAM lngredle1111 1. 50'l6Scylhe 2, 50'l6 Glyphosale (ROwldup) Preparelloru FIii the sprey tank wHh the required amount of water, then add above mlxlure. Agitate thoroughly at mixing and re-agitate occaslonally dumg use. Ratel: AJxNe mixture may be used at rates from 3'!6 to 1 O'l6 vok.me to volt.me In water. Use the lower rates for tank mixing with glyphosate and medium rates when applying alone 10 weeds lesa than 6 lnchea In height. Apply aboVe mixture at the higher rates for wsede greater than 6 Inches In height. Appllcatlon: Usa a backpack or hanclleld sprayer or a oonventlonal spray rig. Be sure to thoroughly cover all of the target plants' foliage. Timlna; For fa&test kill, apply on a warm, sumy, day, Do not apply during windy conditions that could cany spray to desirable vegelatlon In neart)y locatlons. APPROVED FOR PLANTING AND IRRIGATION ONLY. INCLUDING PRECISE "AS-BUILT LOCATION AREAS. OF PLANTING P.E. __ _ EXP. ___ _ REVIEWED BY: INSPECTOR " DATE DATE l----+--+-----------1---t--t---t--i I S5HEET I CITY OF CARLSBAD I SH6EETS I PLANNING DEPARTMENT ~==-===:::=:::============'-'====: DE ALCAIA STUDIO SC<YlT SEEVERS, ASIA 3'45 CAMINO DEL RIO SOlJ'lll, SIJJIB D SAN DIBOO CA. 92108 Pb: (619)584-4249 Fu: (619) 269-2068 II-MAIL dealcalastudlo@cox. Dale:11/lWG 181 Revlsica per plall chi<. ).29..(17 DATE INITIAL ENGINEER OF WORK DATE INITIAL DATE INITIAL REVISION DESCRIPTION OTrlER APPROVAL CITY /o,'PR<Jo/t,J.. SPECIFICATIONS UNION BANK DRIVE UP ATM I APPROVED PLANNING ,.,:;q 4,:. E1b.1t DATE . : -i-V'i~ 1 OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CUP08-13 463-5L RVWD BY: • SECTION 02460 IRRIGATION PART 1 -GENERAL 1.01 GENERAL CONDITIONS: A. The General Conditlon:!I, Speclol Conditions, and Divislon 1 ore on added port of this section and contract for this work and apply to th1s section as fully as if repeated herefn. 1.02 SCOPE: A. The work includes all servfce:!I, labor, materials, transportation and equipment necessary to perform the work indicated on the Drawings and as specified. The General Conditions and Division 1 apply to this section as fully as if repeated herein. 1. Related Work: (o) Londscoping Section (02900) 1.03 SUBMITTALS: A. Submit a list of all irrigotion equipment to be used, manufacturer's brochures, maintenance manuals, guarantees and operating instructions. 1. 04 GU ARAN TEE: A. Furnish guarantee in accordance with general conditions, for a period of onei (1) year from date of final acceptance -at conclusion of the Maintenance Period -on complete wa{er irrtgotron system, including nonsettling of backfill In trenches which, if occurs, shall be corrected, including repoirs and/or replocement of any material damaged thereby or therefrom. 1.05 OBSERVATION: A. In all coses where observation of sprinkler system work is required and/or where portlons of work ore specified to be performed under direction and/or observation of Architect or his representative, Contractor shall notify Architect at leost three (3) working doys in advance of time such inspection and/or dlrectron is required. 8. Observation will be required for the following ports of the work: 1. Upon lnstallotlon and testing of main lines and lateral lines; when pipes are laid and are to be submitted to pressure tests. Do not cover any lines untn they hove been observed and opproVed. 2. Upon installation and testing of valves, quick couplers, backflow preventer device, automatic controllers, and co11trol valves and wires. 3. 'Mien sprinkler system is completed, Contractor, in the presence of Architect, shall perform a coverage test to determine if coverage o( water afforded the lawn and plantlng areas is complete and adequate. Contractor shall f\Jrn!sh all moterlals and perform all work required to correct ,:my inadequacies to cover. 4. Final observation and performance test shall be at the same time as flnol observation of the landscape work. 1.06 TESTING: All PVC main and lateral lines shall be subjected to a pressure test of 125 PSI for o period of four hours. All testing shall be In the presence of the Architect. Approval shall be recelved before backfilling any trench. Do not cover any llnes untn they have been observed and approved. 1 07 RECORD DRAWINGS (AS BUILT DRAWINGS}: A, Before final acceptance of work, Conlrodor shall pcovtde a record set of dcawtnc;;i, shQW.illg. sprinkler system work, 1. Any changes ln location of items or type of installations from that shown on drawings shall be so indicated on the record drawings. 2. Valves shall be numbered and corresponding numbers shall be shown on record drawings. J. All remote control valves, shut-off valves, quick coupler valves shall be located by measure dimensions. Dimensions shall be given to permanent objects and shall be to nearest one-half foot. 4. On the inside surface of the cover of each Automatic Controller, prepare and mount a chart showing valves and sprinkler heads serviced by that porttcular controller. All valves shall be numbered to match operation schedule and drawings. Only those areas controlled by controller shall be shown. Thts chart shall be a plot plan, entire or partial, showing buHdlng, walks, roods and walls. A photostatic print of this plan, reduced as necessary and legible In all details, shall be made to a size that will fit into the controller cover. This print shall be approved by the Architect and shall be hermetically sealed by plastic. This shall then be secured to Inside of cover. 5. lmmedTatety upon lnstollatlon of any burled pipe or equipment, Contractor shall Indicate on the drawings locations of said equipment. Dimensions shall be given from permanent obJects such as buildings, sidewalks, curbs and driveways. 6. THE flNAL IRRIGATION AS BUILT PLANS WILL BE REQUIRED TO BE REVIEWED ANO APPROVED BY THE CIT'f ANO FINAL MYLARS WILL BE REQUIREO TO BE APPROVED AND SIGNED BY THE CITY PRIOR TO PLANNING DEPARTMENT SIGNING THE PERMIT CARO. 1.08 GENERAL REQUIREMENTS: A. Code Requirements shall be those of Slota ond Munlcipol Codes ond regulations locally governing this work, providing that any requirements of the Drawings and Specifications, not conflicting therewith but exceeding the Code Requirements shall govern, unless written permission to the contrary is granted by the Distrlct. B. Extreme core shall be exercised in excavating and working in the areo due to existing utilitles. Contractor shall be responsible for damages caused by his operatlons. C. Connectlons shall be mode ot approximately location:, shown on drawlngs. Contractor shall be responsible for minor changes caused by actual site condition:,, D. Landscape headers and mowing strips sholl be in place before Installation of sprinkler system. E. Scaled dlmenslons are approximate. Before proceeding with any work, Contractor shall carefully F. Pion locations of sub surf<;ice !lnes, valvei,, controller and pipe lines ore dtogrammotic and indicate the spacing and relative locations of all installations. G. All lines sholl hove minimum clearance of six (6) inches from each other, ond from lines of other trades. Parallel lines shall not be installed directly over one another. H. Dielectric bushings shall be used in any connections with piping of dissimilar metal materlols. I. Point of connection shall be approximately as shown ot1 ·c1rawln9_s_· Connect new underground piping and vol ,es and provide all flanges, adopters or other necessary fittings for connection. J. Permission to shut off any existing ln-use water lines must be obtained 48 hours In advance, ln writing from Owner. Contractor shall receive instructions from Owner, as to the exoct length of lime of each shut-off. K. Contractor shall acquaint himself with all site conditions. PART 2 -PRODUCTS 2.01 MATERIALS: Pipe sizes shown are nominal Inside diameter unless otherwise noted. 1. PVC Pressure Mainline Pipe fittings: Pressure lines (line on the downstream side of a controller valve that will not be subject to constant pressure} may be excepted as long as it is apparent, due to line size and location as determined solely be the District Engineer of Inspector, that the lines ore part of o reclaimed woter sprinkler irrigotion system. Stenciled pipe, as specified below, will be accepted in conjunction with warning tape. (a) Pressure mainline piping for sizes 2'' and larger shall be PVC Class 315. (b) Pipe sholl be mode from on NSF opproved Type 1, Grode 1, PVC compound conforming to ASTM Resin Speciflcotlons "D1784". All pipe must meet requirements as set forth In rederal Specificotions PS-22-70, with on Appropriate Standard Dimension (S.D.R.} - (Solvent Weld Pipe). (c) Pressure moinllne piping for sizes 1-1/2" ond smoller shall be PVC Schedule 40 with solvent welded joints, and shall be purple. (d) Pipe sholl be mode from NSF opproved Type 1, Grode 1, PVC compound conforming to AS™ Resln Specifications "D1785•. All pipe must meet requirements as set forth In Federal Specitlcotlons PS-21-70. (e) PVC solvent-weld fittings sholl be Schedule 40, 1-2, 11-1 NSF opproved conforming to ASTM Test Procedure D2466. (f) Solvent cement ond primer for PVC solvent weld pipe and fittings sholl be of \)Ile ond installation methods prescribed by the manufacturer. Mainline pressure pipe shall be solvent welded utilizing o two step proces:, with primer and groy glue. (g) All PVC pipe must boor the following markings. · 1. Manufacturer's Name 2. Nominal Pipe Size 3. Schedule or Class 4-. Pressure Rating in P.S.I. 5. NSF (Notlonol Sanitation Foundation) Approvol 6. Dote of Extrusion (h) All fittings shall beer the manufacturer's name of trademark, materlal design<:itlon, size, oppllcoble I.P.S. Schedule ond NSF Seal of Approvol, 2. PVC Non'-pressure Loterol Line Piping the (o) Non-pressure buried laterol line piping sholl be PVC Sch 40 with solvent-weld Joints, •· J, (b) Pipe sholl be mode from NSF approved, Type 1, Grode 11 PVC compound conforming lo AS™ Specifications "D1784". All pipe must meet requirements set forth in Federal Specification PS-22-70 with on opproprlate Standard Dimension Ratio. (c) Except os noted in Porogrophs (o) ond (b) of Section 2.01.A.l(o) and (b), oll requirements non-pressure lateral line pipe and fittings shall be the same as for solvent-weld pressure mainline pipe and fittings as set forth in Section 2.01 .A.1 of these specifications, (Primer not required). All unsized end run later lines shall be J/4" PIPE. 3, Polyvln)i Chloride Pipe Fitting, ond Connections: Type 11, Grode 1, Schedule 40, high lmpoct molded fitting,, manufactured from virgin compounds as specified for piping, tapered socket or molder thread type, suitable for either solvent weld or screwed connections. Machine threaded fittings and plostlc saddle and flange fittings are not acceptable. Furnish fittings permanently marked with following information: Nominal pipe size, t,.p.e and schedule of materlal, and Notional Sonitotlon Foundation (NSF) seol of opprovol. PVC fitting shall conform to ASTM 02464 ond 02466. C. Automatic Control Wire: for 1. Electric wiring running from Controller to Automotic control valves shall be No. 14, solid, single conductor, copper wire, 4/64 Inch insulotlon, 4/54 Inch neoprene jacket, style BR (Direct Burial) or equal, color code wires to each valve, common wtre shall be white. D. Automollc Controller. 1. Controller shall be furnished and installed complete with all water, electrical and dralnage services, ready for operation. Unit shall be electric, self-contained outdoor type, wall-mounted. or approved equal. See detail for controller enclosure. 2. Unit shall have a minimum stations as shown on Irrigation Legend. 3. Controller shall be the latest model of the particular manufacturer supplied. 4. Unit shall be 120-volt, 60-cycle controller, be completely automatic and shall function optionally with or without the clock. 5. Any station may be repeated independently in any 24 hours. 6. Stotlons sholl be odj.lstoble from 1 to 59 minutes. 7. Control panel shall be removable plug-in type. a Mechanism shall be housed in sturdy, vandal-proof case, manufactured of 14-gauge steel, or case aluminum; furnished for maximum exterior protectlon. 9. The clock and all working parts of the controller shall be contained within one protecting cover. E. Control Valves: 1. Remote Control Volves shall be of all Plosllc body. Volvo shall be provided with on odjustoble flow control stem and shall be operable manually without electricity. F. Volve Box: 1. For remote ~ontrol valves 9-1/2" x 16" x 11" rectangular box manufactured by Amtex or approved equal. 2. For boll volve: 10• x 10'1/4" round, Amtex bolt cover or opproved equal. Extension sleeve to be PVC-6" minimum size. G. Sprlnkler Heads shall be as required on the drawings or approved equal. I. Boll Valves: 1. Ball valve 1 inch size to 2 inch size shall meet ASTM standards with seals which are self ad)Jsting to compensate wear. Ball valves shall hove molded micro-finish ball with low torque requirements to operate unit manually. Boll valve shall have a patented feature -"Preloaded" stem seal and impact resistont handles, 2. Product: 1" -2• size (King Bros. Lo-torque boll valve models Lt. size (King Bros. Block true unton ball valve models Volencla, California (800)541-2672 or (805)257-3262, J. Concrete footings sholl be 2,000 psi concrete at 28 doys. K. Backfill sholl be clean fill soil, L. Contractor shall pr~y_r~e to the Owner: 1. Two (2) Control Volve keys. 2. Two (2) wrenches for removing each different t)'Pe of sprinkler head. 3. Ona (1) 48" tea wrench for operating goto valves. 4. Six (6) quick coupler keys ond si, (6) hose bib assemblies. 5. Five (5) keys for opening and locking eoch outomotlc controller. 1000-t thru Lt.2000-t) 2' -4" 91384 Phone: PART 3 -EXECUTION 3.01 GENERAL REQUIREMENTS: A. locottons on drawings ore diagrammatic and approximate only, and sholl be changed and adjJsted as necessary as directed to meet existing conditions and obtain comp!ete water coverage. Locate and stake all work and obtain approval of Architect before installations. a. Install and extend system as shown on drawings, ond as necessary to carry out tho intent of Drawings and Speciflcotlons. C. Locate lines. valves and other underground utilities and receive approval of Architect before digging trenches. 3.02 INSTALLATION OF IRRIGATION SYSTEM: A. Excavation and Backfilling of Trenches: 1. Excavate trenches, prepare subgrode, and backfill to line and grade with sufficient room for pipe fittings, testing and inspecting operations. Do not backfill until pipe system has been subjected to hy<lrostotlc test os specified. 2. Depth of Trench: Polyvinyl Chloride Pressure Linf!I 18" minimum Polyvinyl Chloride Non-Pressure line 12" minimum ?olyvinyt Chloride Non-Pressure llnes for drip system lateral lines shall be lnstolled at 12• depth. lnstollotlon of Polyeth)'lene Distribution tubing: Distribution tubing sholl be cut into lengths \hot will allow tubing to loy in o relaxed monner from emitter point (ot shrub stem). Allow two (2) distribution tubes per pion\. . Tubes shall b~ pressed flrmly onto emitter barb so the tube end comes into contact with emitter body ot base of barb. .J. Trenching through areas where topsoil has been spread: (a) Deposit topsoil on one side of trench and subsoil on opposite side. 4. Subsoil shall be free of all rocks over one (1) inch In diameter, debris, and litter, prior to use as backfill where so Indicated on detail. 5. Repair any leaks and replace all defective pipG fittings until lines meet test requirements. Do not cover any llnes until they have been inspected and opproved for tightness, quality of workmanship and materlals. 6. Backfill trenches, after approval of piping, with suitable and approved material, tamping soil around pipe and thoroughly compacting all trench fills untn 90% compaction hos been achieved. 7. Backfill moterlat shall be approved soil, free from rocks and clods. B. Installation of Polyvinyl Chloride Pipe: 1. Because of the nature of plostlc pipe and fittings, exercise caution in handling, loading and storing, to ovoid damage. 2. The pipe and fittings sholl be stored under cover until using, ond shall be tronsported In o vehicle with a bed long enough to ollow length of pipe to lay fiot so as not to be subjected to undue bending or concentrated external load at any point. 3. Any pipe that hos been dented or damaged shall be discarded until such dented or damaged section is cut and rejoined with a coup11ng. 4. Trench depth shall be as specified above from the finish grade to the top of the pipe. The bottom of trench shall be free of rocks, clods, and other shorp-e~ged objects. 5. Pipe end• and fittings sholl be wiped with MEK, or equol, before welding solvent i• opplled. Welded joints shall be given a minimum of 15 minutes to set before moving or handling. All field cuts shall be beveled to remove burrs and excess before fitting and gluing together. 6. Pipe shall be snaked from side-to-side of trench bottom to allow for expansion and contractlon. 7. Center load pipe with small amount of backfill to prevent arching and slipping under pressure. Leave joints exposed for inspection during testing. 8. No water shall be permitted in the pipe until inspections hove been completed and a period of at least 24 hours has elapsed for solvent weld setting and curing. r-, ', 9. Plastic to metal joinb: Solvent-weld, using solvent recommended by pipe monuta~'·t~rer only. Solvent-weld, using solvent recommended by pipe manUf~~fUrer ·Ol)ly. 10. Plastic to Plastic Joints; ' --,-., ' 11. Solvent-weld Joints: Assemble per manufacturer's recommendatron. • I ', 12. Thrust block shall be instolled os per detail. C. Remote Control Wirif!g: 1. Direct Burlal Control wire sizes: As shown <1nd specified herein before. 2, Provide one control wire and one common ground wire to service each valve In system. Provide 4-foot minimum expansion loop at eoch valve to permit removal and maintenance of valves. J. Install control wires and irrigation piping in common trenche:s wherever possible. 4. Control Wire Spllces: Allow only on runs of more than 300 feet, splices as follows: (1) Strip ·off minimum of 2-1/2 inches of insulation from each wire. (2} Twist on Scotchlock electrical spring connector, minimum four complete turns. (3) Seol connector In epoxy resin. ( 4) Tope completed splice with Scotch 33 electricol lope. 5. Numbering and Tagging: Identify direct burial control wires from automatic valves to terminal strips of controller at terminal strip by tagging wire with number of connected valve. D. Automatic Controller: 1. Automatic Controller shall be installed os shown and directed. Controlleir shall be tested with complete electrlcol connections. Contractor shall be responsible for temporary power to controller for operation and testing purposes. 2. Connections to control wiring shall be made within the pedestal of the controller. All wire shall follow the ~ressure main insofar as possible. 3. Electrical wiring shall be In a rigid PVC plastic conduit from controller to electrical outlet. The Electrical Contractor shall be responsible for installing all wiring to the sub-panels, clocks, or elsewhere as requlred, ln order to complete this installotron. A disconnect switch shall be included. 4. Controller shall hove a master switch. lt shall be possible to operate each valve manually, iridependent of dock of any other valve. F. Volve Box: 1. Install valve boxes as shown on detail. Install no more than one valve per box. Stencil valve number and controller letter on underside of valve box lid. G. Sprinkler Heads: 1. All sprinkler heads shall be installed as per details shown. 2. Nozzle size of all heods shall be adjusted to suit any portlculor conditions of the area. This shall be donf!I ofter the system hos been thoroughly tested, Immediately after written notiflcotlon by the Architect to do so. H. Quick Coupler Assembly: 1. Install all quick couplers as indicated on drawings and as directed. Set all valves plumb and true to finish grade and o maximum of 12 inches from poving, walks, headers or curbs, and as shown on plans and as directed. I. Boll Volves: 1. Install where shown as detailed. J. Bockflow Preventer: 1. Bockflow preventer assembly shall be installed in accord with manufacturer's specifications, located and as directed on drawings, and shall conform to all oppllcoble code and ordinance requirements. 2. Exact location and positioning shall be verified on the site by Architect. K. Pressure Regu!otor if needed shall be installed as per drawings and detail. Verify final location with Architect. L. Installation of Antl-Oroin Valves: Antt-drain valves shall be Installed in the riser ossemblles of all sprinkler heads that do not have manufacturer installed antl-droln devices. M. Install qulck couplers and remote control valves adjacent to walks and curbs In shrub planting areas. Install quick couples valves no further and 170' apart. N. Sleeving: 1. Crossing of roads with irrigation pipe or wiring shall be avoided wherever possible. \f a crossing must be made, Schedule 80 PVC sleeves sholl be installed at a minimum depth of 30• below finish grade. 2. Irrigation lines under other asphalt concrete or Portland concrete improvements (other than roads) shall be installed in Schedule 40 PVC sleeves at a minimum depth of 18" below finished grade. J. Sleeve sizes for irrigotion lines shall be o minimum of two (2) times the size of the line it serves. 4. Controller wires located under streets or other permanent improvements shall be installed in separate PVC sleeves and corresponding to type and depth as specified on L-1. ond L-2. 3.03 CLEAN-UP: A. As project progresses, Contractor shall maintain all areas In a neot manner and remove uns!ghtly debris as necessary. After completion of the pn.,ject, Contractor shall remove all debris and containers used in accomplishing work. He shall sweep and dean all sidewalks, asphalt, and concrete areas adjacent to plantings. 3.04 FINALS, A. As-built plans for all projects (bonded and non-bonded, public and private) ore required to be submitted. Submittal of as-built plans shall be as required by Engineerlng and Planning Departments. The final plans should be prepared by the landscape architect from dimensions provided by contractor. Final as-built plans shall be drafted dearly to the satisfaction of the City.and the orlglnal m}'iars shall be submitted to the City for their keeping. ••• APPROVED FOR PLANTING IRRIGATION ONLY. AND INCLUDING PRECISE LOCATION AREAS. OF PLANTING "AS-BUILT " P.E. __ _ EXP,,----DATE REVIEWED BY: INSPECTOR DATE M. Pressure regulator shall be bronze with screw fitting. See details and drawing. l----11---l-----------l----l---4---l-----1 I SH6E.ET I CITY OF CARLSBAD I SHE6ETS I PL'.NNING DEPARTMENT :====-==============-'==~ SPECIFICATIONS DE ALCAIA STUDIO SCOIT SEEVERS, .ASJ.A 3545 CAMINO DEL RIO S011llf. SUITB D SAN DIEOO CA. 92108 Pb: (619)584-4249 Fax: (619) 2(8..2068 B-MAll. detlcaJa•tudlo@cox.net Dalo: 11/2W6 IHI Reviaioa par plan cbk. 3-29-07 DAT€ INITIAL ENGINEER OF WORK OATE INITIAL DATE INITIAL REVISION DESCRIPTION OTHER APPROVAL CllY APPROVAL UNION BANK DRIVE UP ATM I APPROVED l:ki~ q -~~-\\ '1-l.1'1.~ I PL'.NNING DATE OWN BY: PROJECT NO. DRAWING NO. CHKD BY: CUP 08-13 463-5L RYWD BY: