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2007-649 I (Plans) rl 3 JOB# 2727 JAMES P. BENEDETTI LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. STE- 201 V AL C OASWLMTY ENTR E N C 1 N 1 TAS , CA 92024 I 760.479.0644 FAX 780.479,0845 AVM? OF i DIAL. SERENO DRIVE AAD CAmlyo DE-Z. NORTE OUVENf CA i i ; i ■ E "nz RAW L� MPM 73ON DMA" L-4 form Tllow opm Txm L=4 PLAWMW VICINITY MAP KIM L i moo Tb sc" AffrA i L -T R.ANMM 110 T L� U �^ L-* E ( f E Al l x { ` S^ k3 1 j i 1 ITY F ENCINITAS PUBLIC WORKS DEPARTMENT CITY OF ENCINITAS PLANNING DEPARTMENT CITY OF ENCINITAS FIRE PA DE RTMENT j f _ RICE NO: DATE: o DATE: • a q v 7 DATE: �S I r Ay OLIVENHAIN MUNICIPAL WATER DISTRICT K S D EPARTM ENT CITY OF ENCINITAS PAR , Signature Data 9 /30 /00 i • #. 9/0%6/0 \ DATE. DATE: 1 7 OF C AO REVISIONS APPROVED DATE REFERENCES D ATE BENCHMARK SCALE APPROVALS CITY JPB OF ENCINITAS ENGINEERING DEPARTMENT DRAWING NO. DE _ OESCRIPTIO!N: — HORIZONTAL 1 " =1D' AN REPARED UNDER SUPERVISION OF REC M E APPROVED LANDSCAPE IMPROVEMENT PLANS Fat: LOCATION: 55' SOUTH & 2V WEST OF DATE: - M VA L S E R E N O DRIVE MEDIAN f INTERSECTION OF RANCHO SANTA ; BY: BY: RD. �c EL CAI DEL NORTE VERTICAL _ 3058 9 R. LA. N O . MA S11A t*f)4ZK /�.�PE m OOTA— .32178 ELEVATION: 118.48 DATUM: USC t CS ARCHITECT EXP. 9 -30 -2008 DATE: DATE: �� wolelc PR OJECT No. — — SFEET 1 OF 9 - E F w..m..P. ..m... - - ..........— ..,.... -- ...... ..a......�® ........ - ___ _'+.-.. ...........v.e.............. _ - _ ... _ _ _— _ ..... ............... �m® �..�:.........................A .m ®...._�— .....emu ®�.. _ ......... ...... :� ...... .............. ®ao ®...o... _. _ _ �ma.......m ® ®.......... - - ._.._._ _ .._ _........ ....._._ QOM LEAD �_ 5Y1'�IOL JOB# 2727 11 0 1/4 yr F MWAGRERAMM m rs F 1/2 1/4 ZTAL JAMES P. BENEDETTI 41 d) o P0P-lr SPRAY "TER / N5T- 12 -CV -10 SERIES NOZZLE 10' 25 - 1.32 0.66 0.33 6 / SHT. L -3 • LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. STE. 201 13 14 ROTOR ItI WER / MP2000 90 - 210 + 210 - 270 19' 40 0.00 0.86 0.40 6 / 5HT. L - 3 E MC 1 N TA:3 , CA 92024 760.479.0644 FAX 760.479.0845 3/4' F ~.._. .. - DRPPER LHE 12' 5PACNG NETAFIM / TLGY4 -1210 NA 7 -70 0.90 6.7 / 5HT. L -3 A -1 r sym5OL RQIA 5 IRRIGATION NOTES AL 1. CONTRACTOR 51 VERIFY STATIC WATER PRESSURE ® EX. WATER METER BY OTHER5. FIELD VERIFY 5IZE AID LOCATION A -2 3 AT POINT OF CONNECTION PRIOR TO INSTALLING BACffLOW PREVENTOR WATTS./ 009QT - 1' N5TALL PER CITY 5TANDARD5 1 / 5"T. L -2 r IRRIGATION SYSTEM, SHOULD STATIC WATER PRESSURE BE LE 5 5 THAN GO P51. CONTRACTOR 5HALL NOTIFY D AUTOMATIC CONTROLLER HINTER /5VC -200 9 5W ONT 1 / 5I#T_ L -3 LANDSCAPE ARCHITECT FOR IN5TRUCTION5 P I YL fE�OX ROL VALVE LOCATION PRECEDING PRIOR TO DING WITH IN 5TALLATION. 2. CONTRACTOR SMALL VERIFY LOCATIONS OF AUTOMATIC REMOTE CONTROL VALVE HUNTER / ICY- 101G -F5 -A5 SIZE A5 SHOWN 1 / 5I'fT_ L -3 CONTROLLERS EXISTING MASS. LATERALS. SLEEVES - BALL VALVE NNG BR43G. B T1s. HIC SIZE\ BLOCKED TRUE t!"ON 5 / 51•tT. L -3 I AND CONTROL VIKING 5TUBOUT5 PRIOR TO VALVE CONSTRUCTION. BOX CAR50N 1320 B -13 OR EQUAL SEE 5PEG. 3. MAINLINE AND EQUIPMENT ARE 5I`tOWN DRIP REMOTE CONTROL VALVE IiU114TER / ICY- 101G -F5 -A5 SIZE A5 5ItOWN 2 / 511T. L -3 DIAGRAMMATICALLY. I DRIP PZE55ME REGULATOR NEAM / PRV075HF35V2K N5TALL PER DETAIL 1 4. CONTRACTOR 5H ALL SAVE EXISTING IRRIGATION DRIP 5CREEN FlLTER hETIFM / TF075418 -200CV N5TALL PER DETAIL LATERAL LIMES WHERE APPROPRIATE, AND S MALL ■ DRIP Eh FLUSH BAIL. VALVE SALGO /MA #t -075 NSTALL PER DETAIL _ j PRESSURE TEST THESE LINES PER THE 9 / 5#�T. L 3 I SPECIFICATION 5. ■ ■ ■ ■■ ■ ■ ■ ■ MAHM CPVG PIPE) 501 40 FOR 1 -1/2' AND 5MALLER 1'- 1 112' = 5CH 40 2' -2 1/2'+ 4.11 / 5HT. L -3 5. REMOTE CONTROL VALVES 5hAL BE L A I CLA55 315 FOR 2' AND LARGER CLA55 315. 5EE 5PEt5. OG TED IN NON TURF AREA5 UNLE55 NOTED OTHERWISE. LATERAL LK CPVC ME) 5CH.40 PVC 5EE 5PEC5. !, 5LEEVE CPVG PIPE) 5C H.80 PVC 5LEEVE VEHICAM PAVNG 2 X OUT 5DE DIA. OF PIPE TO BE 5LEEVED �O . VALVE V E G • 501. 40 PVC SLEEVE EL5EWHERE ALL OUT: CONTROLLER CONTROLLER W STATION NUMBER 4 6 - I I 1 1© 7 3/4' VALVE 51ZE VALVE DISCHARGE U ry 7. PROTECT ALL IRRIGATION LOCATED WITHIN THE e Q PROJECT'S LANDSCAPE WORK AREA. CONTRACTOR z SMALL REPAIR AND OR MODIFY ANY DAMAGED TO e EXISTING fACILITIE5 TO THE SATISFACTION OF THE 3 j 41 M104- ALL LANDSCAPE ARCHITECT AND THE CITY Of ENCINITA S. 12" MINIMUM �� ! 8. PROVIDE 5LEEVING WHERE NEEDED. NO 90 TEES OR 2X MIN. - -� I ELL5 ALLOWED UNDER HARD5CAPE ELEMENTS. 9. CONTRACTOR MUST PROVIDE PAST EXPERIENCE . ., .., GE OF s 18 MINIMUM INSTALLATION FOR THE TORO / DL 2000 SUB - SURFACE DRIP IRRIGATION SYSTEM. THE CONTRACTOR SMALL To CONTACT THE TORO IRRIAGTION REPRESENTATIVE PRIOR P.O.C. MAINLINE TO STARTING THE IN F STALLATION THE IrtE IRRIGATION BRASS I�P�LES MD off, SYSTEM. ( ) Q R/P sEE LEA BRASS ELL TYP) +'�' 10. 5CRE IG FOR BACKFLOW PREVENTOR5 AND f�E 4- I FOR SPECWICATION �.� W 8 BRASS UNION ,�,� SER VIGE 5 SHALL BE COMPLETED TO INSURE CLEAR O BRASS RISERS � �� �� LFPIGTH AS REP. BLOCK (1 CU FT) 4" CONCRETE PAD PER STD. 9F-Ti ACCESS AND SAFE OPERATION Of THE DEVICES. I � 5 � . FINISH GRADE n BRASS BALL 10 WYE STRAINER VALVE (TYP) NOTES: 1. NO OUTLETS WILL BE A IDWED IN THE P94W BETWEEN THE DIETER AND THE BACK IPLOW PREIIENTER, sA►cKl: Law sKwl BE THE SAME slzE As THE 3 METER AND PIPING TO THE AssEMeLr. A WYE srleAwrER rIffH No FLUSH VALVE REMOVE (2) EXISTING � ANO / O 7 � .. R PRESSURE REGULATOR MA1f INSTALLED BETWEEN THE METER NO THE '! 1� EUCALYPTUS SPECIES, ALL &kCK 2. BRASS PIPE WITH THREADED FiTTMrGS HAVING THE SAME CONFlGINiATION MAY BE USED IN Liu of THE COPPER rATER TiW. STUMPSANDROOTS 3. PRC�noE "M POSTS DcTED er THE DISTRIC REPRESENTATIVE. 4. OMWD k WNTENANCE RESPONSIBILITY STOPS AT THE METER. 1 BAC FLOW PREVENTOR r r 3/4' V3 3J4' 14 !. ' 3/4 3/4' 13 SCALE: 1 1o 0 r � 3J4 �.° �� �E 14 -- -�-. -- 4 Signature 4' 14 1 14 s 13 ' Date 9/30/Q� CAMINO DEL NORTE to 0/06/07 7 REVISIONS APPROVED DATE REFERENCES DATE BENCHMARK SCALE o"m my Demo my APPROVALS _ CI TY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING N0. BENCHMARK: DESQMPTfON: - PL NS P AR UNDER SUPERVISION OF RECOMMENDED APPROVED �.ANUSCAPE 00"VEM�ENT PLANS FOR: LOCA�: 55' SOUTH 20 VEST HORIZONTAL 1- =10! D ATE VAL SERENO DRIVE MEDIAN IN7MKCTiON Of RANCHO SANTA - �' nn .► AD. t EL CAMNO DEL FORTE VE1lT1CAL _ 305$ BY. BY: V' 4 �i ARCFMrtDCT R.L.A. N4. M4 04 - H A 0 04 4-1 OOTA- NW 52171 EXP. DATE: DATE: I f �7 fIFVATION: 119.46 DJiTUM: use k OS 9- 30 - 20U8 wm PRo&zT No. - - SHEET 2 OF 9 r� i � e 3 . ......... ... ------- 1_ 5TRF WhRE5 APPROX. 5/8' FROM END. a 2 i 1 1 FW GRADE TW15T CONNECTOR UNTIL WE END REACftf 5 BOTTOM. 1 2 3 3 1 . • • 9 11 ..... .. 11 ......... .............. Lkt 5 3. MX CONTENTS Of 5EALHG PACK. OUT 1/2' OFF 1 EM OF PACK AW N5ERT G01WGT OR TO OFF051TE END. o ; o . o (D o = � �� .� ���, -r•:ac i FINISH G UyN�y ( FLUSH IN TURF , s � • • . 0 • a Ims Z VALVE CONTROL VALVE • `"`' 1 REfYTE CONTROL @ p OO • I _ Q r •0 W 3��OR�l3 (SEE SPECS) • • Q i� SCH. so PvC 00. o t5CH. 40 FW 1 112 OR 5ft= F0MLE NIPPLE �•} , 0 • �0 i .0 SCH. 4t?�� • 12 PVC NON - PRESSURE PPE O ° O o ° QQ CO MOL VES TO If 4 NK FROM 4O SCH. W UNION {SEE SPECS} 4 5 ME WP 4' OF 5W COft 13 s 1 Cu. FT. PEA GRAVEL SOLENOID 4_ WRAP OPEN END Of SEALING PACK WITH TAPE. BALL "'''u'E IS FINISH GRADE IN TURF 1 IN G.C. LITER UW 00 PRE5%ff NC PPE) 6 14 PVC PRESSURE PIPE ALLOW TO 5ET UNTIL RE 5H .ELL 5. IRRIGATION WATER MAINLINE �2 PVC SCH 80 UNION CPVG GL. 200] 3 @ Pvrr SCH 40 TEE (sss) OR ELL {ss) � SALVE BOX w/ 2" BRATVDED By NOTfS= L PROW 2' OF GLEAM aAGKfLL 7 BRICK SUPPORTS - _ 1G UN�D /COMPACTED SUBGRADE U =4VAC SCH., NIPPLE LOW ALL FM 8 ES BUNDLED UNDER MAINLINE TYP. S REQ D� 8 2. NO OTM TRADE5 CFLECTIM& "TIC ALLY N 5W TWO A5 MGATIOM PLASTIC VALUE BOX i7 w (12"L1D� COMPACTED SUBGRADE � �• I HEAT 2 BRAND 'RCY" A Ac BRICK OR CONC. SUPPORTS I PROW NC 9IM5 FM ALL SIG AID MC L DER PAM CONTROLLER STATION NO. ONTO LID ON COMPACTED SUBGRADE � PVC SCH 40 FEMALE 9O WIRES• BVI+IDLE AND TAPE �5 1 CU. FT. PEA ADAPTER (TYP.) 4• NO 5TMNG OffT ALY) OF PPE5 N 5t TRENG'I. / 4 iii. EXi MITRE} GRAVEL suL PN.) 1 EMOTE CONTROL VALVE 8 WIRE CONNECTOR (3A BALL HALVE 4 TRENCHING 5 1 D 1 1 " IN GROUNDCOVER) O g 2 REMOTE CONTROL VALVE 1 2 2 (SEE SPECS) d Q 1 3 PVC FEIwALF ADAPTER 4 SCH. 80 UNION 7 � 71 4 1 5 1 CU. FT. PEA GRAVEL l^J 1 � 3 I 6 IRRIGATION WATER MAINLINE 1 1 7 BRICK SUPPORTS 2 S 4 3 2 e PLASTIC VALVE BOX V (12", w[ LID) 1 HEAT BRAND "RW ONTO LID 55 3 4 ��&NDLE AND TAPE W / aVL ZWE W 1 CONT ROL VALVE 5 FILM ~ 11 PVC DALE ADAPTER - - - EMISSION POINT SPACING: (SEE PLANS & LEGEND) 1 PVC MAINLINE TRIANGULAR EMITTER SPACING TECHLINE EMITTER TUBING 1 1 1 SOLENOID 3 4 �'J SUB- SURFACE, PRESSURE NOTE: DRIP TUBING COMPENSA TVIG / LATERAL SHALL O TECHLINE TUBING EL90Mf f 1 TECHUNE DISC FILTER f BE LOCATED A O . O O • p O • 11 1 PVC SCH 40 TEE (555) OR ELL {SS) NOZZLE IN POP -UP POSITION 6" MIN. FROM FIXED 2O EMM1514N POINT MAXI OF 2" - 3 POLYETHYLENE TUBING S • 00 po p ON MAPK INE (CURBS, n 4" FROM THE EDGE • •� Q O 1 1 UNDISTURBED COMPACTED SIIBGRADE POP -UP BODY WALKS AND ROOT BARRIERS, ETC.) V PVC PIPING do FITTINGS 0 O Q O OF THE HARDSC,APE. O • 0 00 Q O • 1 UN DISTURBED /COMPACTED SUBGRADE n PVC LATERAL LINE SEE SPECS �4 START C (SEE DETAIL) TECHUNE 3/4 MALE ADAPTER 0� • 0 i 9 00 V SEE SPECS O Q O • p 1 PVC 5CH 40 MALE ADAPTER ( ) p • O � LINE FLUSHING VALVE IN � PVC TEE (SxSxT) AT FINISH GRADE IN TURF O 4 1 PVC LATERAL TO SPRINKLERS 4 O PVC SCH 40 TEE (SST} OR d BOX OFF OF PVC FOOTE (SEE DETAIL) O • O o p TURF. , IN SHRUB AREAS 00 p 0 0 ELL (s a PVC LATERAL FROM RCY � soURCE {TO HEADER) Q PVC LATERAL HEADER OR FOOTER 21 VALVE 10 TAG (� SWING JOINT ASSEMBLY SEE LEGEND V (1 SCH 80 ICE ANT) 5 3 SCH. 40 STREET ELLS} �7 IN-LINE EMITTER SPACING PER LEGEND 7 F%SH GRADE ( 5ADRIP REMOTE CONTROL ASSEMBLY 6 POP-UP SPRAY HEAD 7 SUB-SURFACE DRIPLINE 8 START CONNECTION r ROM VALVE BALL VkVE E L r RS f r 1 .PVC • !1 HM j ,1111111 Bello IRRIGATION DETAILS L -3 4 TICK TS ��E ©tJIRED} aiun JOB# 2727 D JAMES P. BENEDETTI 3/4• PEA QRAVEL suMP LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. STE. 201 ' 9 DRIP LATERAL END FLUSH SCALE: 1 _ 1 0 : -0" E N C I N 1 T'AS , CA 92024 760.479.0644 FAX 760.479.0645 REwsIONs APPROVED DATE REFERENCES DATE BENCH ARK SCALE utymmm my I DRAW By NY APPROVALS CI O E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. ' SARK: - AN EP ED UNDER SUPERVISION Of RECOMMENDED APPROVE LANDSCAPE MPROVEI3IT PLANS DFlgMPIIQN: - . 2 SOU"M VEST HaMZONTAL LOCATION: ` :1D' ION: W * of aATE: INI OF RANCHO SANTA ' !•�� VAL SERENO DRIVE MEDIAN ER>ECT1Ofr 9Y: BY: 0649 IID. t EL CAMMiO DEL NOR1E y� _ ARCHIIECT R.L.A. .. 40. 3m _ 1� "VA K A *V6� �rr�ETER 0OT - .52179 ELEVAIM: 119.46 DATUM: USC k GS EXP. 4 =30 -2008 DATE 1 1Z IAU dI DATE: - SHEET 3 OF g INaR1C PROJECT NO. - IRRIGATION SECURED TO THE INSIDE OF THE COVER. PROVIDE TWO SETS OF D AUTOMATIC CONTROLLER: 3. TRENCHING THROUGH AREAS WHERE TOPSOIL HAS BEEN SPREAD: 02810 -10 THE CONTROLLER CHARTS FOR THE CITY' USE. 1. CONTROLLER SHALL BE FURNISHED AND INSTALLED COMPLETE (A) DEPOSIT TOPSOIL ON ONE SIDE OF TRENCH AND SUBSOIL G SECTION 02810 EQUIPMENT, THE CONTRACTOR SHALL INDICATE ON THE WITH ALL WATER, ELECTRICAL AND DRAINAGE SERVICES, READY ON OPPOSITE SIDE. IRRIGATION DRAWINGS THE LOCATIONS OF SAID EQUIPMENT. DIMENSIONS FOR OPERATION. UNIT SHALL BE ELECTRIC, SELF- CONTAINED 4. SUBSOIL SHALL BE FREE OF ALL ROCKS OVER ONE (1) INCH IN PART 1 - GENERAL SHALL BE GIVEN FROM PERMANENT OBJECTS H A OUTDOOR TYPE, - DIAMETER, DEBRIS, AND LITTER, PRIOR TO USE AS BACKFILL SUCH S DOO Y E, WALL MOUNTED, OR APPROVED EQUAL. SEE 1.01 GENERAL CONDITIONS: BUILDINGS, SIDEWALKS, CURBS AND DRIVEWAYS. DETAIL FOR CONTROLLER ENCLOSURE. WHERE SO INDICATED ON DETAIL. PROVIDE 4" OF CLEAN SAND A. THE GENERAL CONDITIONS, SPECIAL CONDITIONS, AND DIVISION 1 ARE AN 2. UNIT SHALL HAVE A MINIMUM OF STATIONS AS SHOWN ON THE OVER CONTROLLER WIRING. ADDED PART OF THIS SECTION AND THE CONTRACT FOR THIS WORK AND 1.08 GENERAL REQUIREMENTS: IRRIGATION LEGEND. 5. REPAIR ANY LEAKS AND REPLACE ALL DEFECTIVE PIPE APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. A. CODE REQUIREMENTS SHALL BE THOSE OF STATE AND MUNICIPAL 3. CONTROLLER SHALL BE THE LATEST MODEL OF THE PARTICULAR FITTINGS UNTIL LINES MEET TEST REQUIREMENTS. DO NOT CODES AND REGULATIONS LOCALLY GOVERNING THIS WORK, PROVIDING 1.02 SCOPE: MANUFACTURER SUPPLIED. PROVIDE WARRANTY DOCUMENTS TO OWNER. COVER ANY LINES UNTIL THEY HAVE BEEN INSPECTED AND THAT ANY REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS 4. UNIT SHALL BE A 120 -VOLT 60 -CYCLE CONTROLLER BE APPROVED FOR TIGHTNESS, QUALITY OF WORKMANSHIP AND A. THE WORK INCLUDES ALL SERVICES, LABOR, MATERIALS, TRANSPORTATION NOT CONFLICTING THEREWITH BUT EXCEEDING THE CODE COMPLETELY AUTOMATIC AND SHALL FUNCTION OPTIONALLY WITH MATERIALS. AND EQUIPMENT NECESSARY TO PERFORM THE WORK INDICATED ON THE DRAWINGS AND AS SPECIFIED. THE GENERAL CONDITIONS AND DIVISION 1 REQUIREMENTS SHALL GOVERN, UNLESS WRITTEN PERMISSION TO THE OR WITHOUT THE CLOCK. 6. BACKFILL TRENCHES, AFTER APPROVAL OF PIPING, WITH APPLY TO THIS SECTION AS FULLY AS IF REPEATED HEREIN. CONTRARY IS GRANTED BY THE DISTRICT. 5. ANY STATION MAY BE REPEATED INDEPENDENTLY IN ANY 24 SUITABLE AND APPROVED MATERIAL, TAMPING SOIL AROUND 1. RELATED -WORK: B. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING IN HOURS. PIPE AND THOROUGHLY COMPACTING ALL TRENCH FILLS UNTIL (A) LANDSCAPING SECTION (02900) THE AREA DUE TO EXISTING UTILITIES. CONTRACTOR SHALL BE 6. STATIONS SHALL BE ADJUSTABLE FROM 1 TO 59 MINUTES. 90% COMPACTION HAS BEEN ACHIEVED. RESPONSIBLE FOR DAMAGES CAUSED BY HIS OPERATIONS. 7. CONTROL PANEL SHALL BE REMOVABLE PLUG -IN TYPE. 7. BACKFILL MATERIAL SHALL BE AN APPROVED SOIL AS APPROVED 1.03 SUBMITTALS: C. CONNECTIONS SHALL BE MADE AT APPROXIMATELY THE LOCATIONS 8 MECHANISM SHALL BE HOUSED IN A STURDY VANDAL -PROOF BY THE CITY FREE FROM ROCKS AND CLODS OVER 1" IN SIZE. A. SUBMIT A LIST OF ALL IRRIGATION EQUIPMENT TO BE USED, SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR CASE, MANUFACTURED OF 14 -GAUGE STEEL, OR CASE ALUMINUM; B. INSTALLATION OF POLYVINYL CHLORIDE PIPE: MANUFACTURERES BROCHURES, MAINTENANCE MANUALS, GUARANTEES MINOR CHANGES CAUSED BY ACTUAL SITE CONDITIONS. FURNISHED FOR MAXIMUM EXTERIOR PROTECTION. AND OPERATING INSTRUCTIONS. I 1. BECAUSE OF THE NATURE OF PLASTIC PIPE AND FITTINGS, D. LANDSCAPE HEADERS AND MONNG STRIPS SHALL BE IN PLACE BEFORE 9. THE CLOCK AND ALL WORKING PARTS OF THE CONTROLLER SHALL 1.04 GUARANTEE: INSTALLATION OF SPRINKLER SYSTEM. BE CONTAINED WITHIN ONE PROTECTING COVER. EXERCISE CAUTION IN HANDLING, LOADING AND STORING, TO AVOID DAMAGE. j A. FURNISH GUARANTEE IN ACCORDANCE WITH THE GENERAL CONDITIONS, E. SCALED DIMENSIONS ARE APPROXIMATE. BEFORE PROCEEDING WITH E. CONTROL VALVES: FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE ANY WORK, THE CONTRACTOR SHALL CAREFULLY CHECK AND VERIFY 1. REMOTE CONTROL VALVES SHALL BE OF ALL PLASTIC BODY. 2. THE PIPE AND FITTINGS SHALL BE STORED UNDER COVER UNTIL - AT THE CONCLUSION OF THE MAINTENANCE PERIOD - ON COMPLETE ALL DIMENSIONS. VALVE SHALL BE PROVIDED WITH AN ADJUSTABLE FLOW CONTROL USING, AND SHALL BE TRANSPORTED IN A VEHICLE WITH A BED WATER IRRIGATION SYSTEM, INCLUDING NONSETTLING OF THE BACKFILL IN F. PLAN LOCATIONS OF HEADS, VALVES, CONTROLLER AND PIPE LINES STEM AND SHALL BE OPERABLE MANUALLY WITHOUT LONG ENOUGH TO ALLOW THE LENGTH OF PIPE TO LAY FLAT SO TRENCHES WHICH, IF OCCURS, SHALL BE CORRECTED, INCLUDING REPAIRS ARE DIAGRAMMATIC AND INDICATE THE SPACING AND RELATIVE ELECTRICITY. AS NOT TO BE SUBJECTED TO UNDUE BENDING OR CONCENTRATED AND /OR REPLACEMENT OF ANY MATERIAL- DAMAGED THEREBY OR LOCATIONS OF ALL INSTALLATIONS. EXTERNAL LOAD AT ANY POINT. F. VALVE BOX: THEREFROM. G. ALL LINES SHALL HAVE A MINIMUM CLEARANCE OF SIX (6) INCHES 3. ANY PIPE THAT HAS BEEN DENTED OR DAMAGED SHALL BE FROM EACH OTHER, AND FROM LINES OF OTHER TRADES. PARALLEL 1. FOR REMOTE CONTROL VALVES 9 -1/2" X 16" X 11" PLASTIC DISCARDED UNTIL SUCH DENTED OR DAMAGED SECTION IS CUT 1.05 OBSERVATION: LINES SHALL NOT BE INSTALLED DIRECTLY OVER ONE ANOTHER. METER BOX. AND REJOINED WITH A COUPLING. A. IN ALL CASES WHERE OBSERVATION OF THE SPRINKLER SYSTEM WORK IS 2. FOR BALL AND QUICK COOPER VALVES: 8 -3/4" DIAMETER X 12" 4. TRENCH DEPTH SHALL BE AS SPECIFIED ABOVE FROM THE REQUIRED AND /OR WHERE PORTIONS OF THE WORK ARE SPECIFIED TO H. DIELECTRIC BUSHINGS SHALL BE USED IN ANY CONNECTIONS WITH PLASTIC VALVE BOX WITH EITHER BV OR QC BRANDED ON LID IN FINISH GRADE TO THE TOP OF THE PIPE. THE BOTTOM OF THE BE PERFORMED UNDER THE DIRECTION AND/OR OBSERVATION OF THE PIPING OF DISSIMILAR METAL MATERIALS. 2" HIGH ESTERS. TRENCH SHALL BE FREE OF ROCKS, CLODS, AND OTHER SHARP- ARCHITECT AND CITY REPRESENTATIVE, THE CONTRACTOR SHALL NOTIFY 1. POINT OF CONNECTION SHALL BE APPROXIMATELY AS SHOWN ON G. ANTI -DRAIN EXCESS FLOW VALVES: EDGED OBJECTS. THE ARCHITECT AT LEAST THREE (3)WORKING DAYS IN ADVANCE OF THE DRAWINGS. CONNECT NEW UNDERGROUND PIPING AND VALVES AND 1. ANTI -DRAIN EXCESS FLOW VALVES - SHALL BE MAINTENANCE FREE 5. PIPE ENDS AND FITTINGS SHALL BE WIPED WITH MEK, OR TIME SUCH INSPECTION AND /OR DIRECTION IS REQUIRED. PROVIDE ALL FLANGES, ADAPTERS OR OTHER NECESSARY FITTINGS AND CONSTRUCTED OF HEAVY DUTY TYPE I PVC WITH STAINLESS EQUAL, BEFORE WELDING FOR CONNECTION. Q ELD G SOLVENT IS APPLIED. WELDED B. OBSERVATION WILL BE REQUIRED FOR THE F ❑LL ❑WING PARTS ❑F. THE STEEL AND NEOPRENE INTERN PARTS. VALVES SHALL BE JOINTS SHALL BE GIVEN A MINIMUM OF 15 MINUTES TO SET WORK J. PERMISSION TO SHUT OFF ANY EXISTING IN - USE WATER LINES MUST ADJUSTABLE FROM 5 FEET TO 40 FEET OF HEAD AND SHALL BEFORE MOVING OR HANDLING. ALL FIELD CUTS SHALL BE 1. UP ON INSTALLATI ❑N AND TESTING OF MAIN LINES AND LATERAL BE OBTAINED 48 HOURS IN _ADVANCE, IN WRITING FROM THE OWNER. PREVENT ALL LOW HEAD DRAINAGE QUICKLY AND POSITIVELY BEVELED TO REMOVE BURRS AND EXCESS BEFORE FITTING AND LINES; WHEN PIPES ARE LAID AND ARE TO BE SUBMITTED TO THE CONTRACTOR SHALL RECEIVE INSTRUCTIONS FROM THE OWNER, AS AFTER RVC SHUT -OFF. VALVES SHALL HAVE A FEMALE IPS GLUING TOGETHER. PRESSURE TESTS, D❑ NOT COVER ANY LINES UNTIL THEY HAVE TO THE EXACT LENGTH OF TIME OF EACH SHUT -OFF. THREADED INLET AND OUTLET AND BE OF THE SAME SIZE AS BEEN OBSERVED AND APPROVED, THE RISER. THE ANTI -DRAIN VALVES SHALL BE VALCON #ADV- F. PIPE SHALL BE SNAKED FROM SIDE -TO -SIDE OF TRENCH BOTTOM B, UP INSTALLATION AND TESTING OF VALVES, QUICK COUPLERS, K. CONTRACTOR SHALL ACQUAINT HIMSELF WITH ALL SITE CONDITIONS. X.S. OR APPROVED EQUAL. TO ALLOW FOR EXPANSION AND CONTRACTION. E BACKFL ❑W PREVENTER DEVICE, AUTOMATIC CONTROLLERS, AND PART 2 - PRODUCTS H. SPRINKLER HEADS SHALL BE AS REQUIRED ON THE DRAWINGS OR 7. CENTER LOAD PIPE WITH SMALL AMOUNT OF BACKFILL TO CONTROL VALVES AND WIRES, 2.01 MATERIALS: APPROVED EQUAL. PREVENT ARCHING AND SLIPPING UNDER PRESSURE. LEAVE 3, WHEN THE SPRINKLER SYSTEM IS COMPLETED, THE CONTRACTOR,, PREVENT PIPING: PIPE SIZES SHOWN ARE NOMINAL INSIDE DIAMETER UNLESS JOINTS EXPOSED FOR INSPECTION DURING TESTING. IN THE PRESENCE ❑F THE ARCHITECT, SHALL PERFORM A I. CHECK VALVES SHALL BE OF BRASS OR BRONZE, VERTICAL SPRING- COVERAGE TEST TO DETERMINE IF THE COVERAGE OF WATER OTHERWISE NOTED. J. BALL VALVES: 8. NO WATER SHALL BE PERMITTED IN THE PIPE UNTIL AFFORDED THE LAWN AND PLANTING AREAS IS COMPLETE AND 1. POLYVINYL CHLORIDE PIPE. 1. PRODUCT: 1" - 2" SIZE (KING BROS. LO- TORQUE BALL VALVE INSPECTIONS HAVE BEEN COMPLETED AND A PERIOD OF AT ADEQUATE, THE CONTRACTOR SHALL FURNISH ALL MATERIALS AND (A) PVC PLASTIC PRESSURE LINES: FOR PIPING UPSTREAM MODELS LT. 1000 -T THRU LT.2000 -T) 2" - 4" SIZE (KING LEAST 24 HOURS HAS ELAPSED FOR SOLVENT WELD SETTING AND PERFORM ALL WORK REQUIRED TO CORRECT ANY INADEQUACIES TO OF REMOTE CONTROL VALVES AND QUICK COUPLERS. ALL BROS. BLOCK TRUE UNION BALL VALVE MODELS VALENCIA, CURING. COVER, THREE (3) INCHES AND SMALLER SHALL BE TYPE I, CALIFORNIA 91384 PHONE: (800) 541 -2672 OR (805) 257- 9. PLASTIC TO METAL JOINTS SHALL BE MADE WITH PLASTIC MALE 4. FINAL ❑BSERVATI ❑N AND PERFORMANCE TEST SHALL BE AT THE GRADE 2, (IMPACT MODIFIED), DESIGNED AS PVC 1220, 3262. ADAPTERS METAL NIPPLE HAND AND TIGHTENED, PLUS ONE TURN SAME TIME AS THE FINAL OBSERVATION OF THE LANDSCAPE SCH. 40, BEARING THE SEAL OF THE NATIONAL K. .CONCRETE FOOTINGS SHALL BE 2,000 PSI CONCRETE AT 28 DAYS. WITH A STRAP WRENCH. WORK, SANITATION FOUNDATION. 1,06 TESTING; L. BACKFILL SHALL BE CLEAN FILL SOIL. (4" SAND OVER CONTROL WIRES). 10. PLASTIC TO PLASTIC JOINTS: SOLVENT -WELD, USING SOLVENT , ALL PVC MAIN SHALL BE SUBJECTED TO A PRESSURE TEST OF (B) PLASTIC NON- PRESSURE LINES: FOR PIPING DOWNSTREAM RECOMMENDED BY PIPE MANUFACTURER ONLY. OF REMOTE CONTROL VALVES, TYPE 1, GRADE 2, (IMPACT M. CONTRACTOR SHALL PROVIDE TO THE OWNER: 11. SOLVENT -WELD JOINTS: ASSEMBLE PER MANUFACTURERkS 125 PSI FOR A PERIOD OF FOUR HOURS, ALL .TESTING SHALL BE MODIFIED , AS DESIGNATED AS PVC 1220, CLASS 200, IN THE PRESENCE OF THE ARCHITECT AND CITY } 1. TWO (2) CONTROL VALVE KEYS. RECOMMENDATION. REPREPRESENTATIVE. APPROVAL SHALL BE RECEIVED BEFORE (SDR21), CONFORMING TO COMMERCIAL STANDARDS CS256 2. TWO (2) WRENCHES FOR REMOVING EACH DIFFERENT TYPE OF C. INSTALLATION OF BRASS PIPE: BACKFILLING ANY TRENCH, D❑ NOT COVER ANY LINES UNTIL THEY 63. SPRINKLER HEAD. 1. CUT BRASS PIPING BY POWER HACKSAW, CIRCULAR CUTTING HAVE BEEN OBSERVED AND APPROVED. C IDENTIFICATION: FURNISH PLASTIC PIP 3. SIX (6) HOSE BIB ASSEMBLIES. ❑ ED. ( } S C E CONTINUOUSLY MACHINE USING AN ABRASIVE WHEEL, OR HAND HACKSAW. CUT AND PERMANENTLY MARKED WITH FOLLOWING INFORMATION: 4 FIVE (5} KEYS FOR OPENING AND LOCKING EACH AUTOMATIC 1.07 RECORD DRAWINGS: CONTROLLER. NO PIPING WITH METALLIC WHEEL CUTTER OF ANY MANUFACTURER'S NAME OR TRADE MARK, SIZE, CLASS AND DESCRIPTION. REAM AND REMOVE ROUGH EDGES OR BURRS SO A. BEFORE FINAL ACCEPTANCE OF WORK,, THE CONTRACTOR SHALL TYPE OF PIPE, WORKING PRESSURE AT 73.4 DEGREES F., 5 ALL WARRENTY DOCUMENTS; ALL MANUALS AND AS- BUILTS AND SMOOTH AND UNOBSTRUCTED FLOW IS OBTAINED. PROVIDE A RECORD SET OF DRAWINGS SH ❑WING THE SPRINKLER CONTROLER CHARTS. I AND NQTI0NAL SANITATION FOUNDATION (NSF) CRATING. N. PRESSURE REGULATOR SHALL BE BRONZE WITH SCREW FITTING. SEE 2. CAREFULLY AND SMOOTHLY PLACE ON MALE THREAD ONLY. SYSTEM WORK. PROVIDE AS- BUILTS TO THE CITY OF ❑CEANSIDE 2. BRASS PIPE SHALL BE IPS STANDARD WEIGHT 125 POUNDS, 85% DETAILS AND DRAWING. MYLARS WITH (TWO) SETS OF PRINTS, TIGHTEN SCREWED JOINTS WITH TONGS OR WRENCHES. RED BRASS. PART 3 - EXECUTION CAULKING IS NOT PERMITTED. 1. ANY CHANGES IN LOCATION OF ITEMS OR TYPE OF B. FITTINGS AND CONNECTIONS: 3.01 GENERAL REQUIREMENTS: D. REMOTE CONTROL WIRING: INSTALLATIONS FROM THAT SHOWN ON DRAWINGS SHALL BE SO 1. POLYVINYL CHLORIDE PIPE FITTINGS AND CONNECTIONS: TYPE A. LOCATIONS ON DRAWINGS ARE DIAGRAMMATIC AND APPROXIMATE ONLY, 1. DIRECT BURIAL CONTROL WIRE SIZES: AS SHOWN AND INDICATED ON THE RECORD DRAWINGS. 11, GRADE 1, SCHEDULE 40, HIGH IMPACT MOLDED FITTINGS, AND SHALL BE CHANGED AND ADJUSTED AS NECESSARY AS DIRECTED SPECIFIED HEREIN BEFORE. 2. VALVES SHALL BE NUMBERED AND CORRESPONDING NUMBERS MANUFACTURED FROM VIRGIN COMPOUNDS AS SPECIFIED FOR TO MEET EXISTING CONDITIONS AND OBTAIN COMPLETE WATER 2. PROVIDE ONE CONTROL WIRE AND ONE COMMON GROUND WIRE TO SHALL BE SHOWN ON THE RECORD DRAWINGS. PIPING, TAPERED SOCKET OR MOLDED THREAD TYPE, SUITABLE COVERAGE. LOCATE AND STAKE ALL WORK AND OBTAIN APPROVAL OF SERVICE EACH VALVE IN SYSTEM. PROVIDE 4 - FOOT MINIMUM 3. ALL REMOTE CONTROL VALVES, SHUT -OFF VALVES FOR EITHER SOLVENT WELD OR SCREWED CONNECTIONS. THE ARCHITECT BEFORE INSTALLATIONS. I QUICK COUPLER MACHINE THREADED FITTINGS AND PLASTIC SADDLE AND FLANGE EXPANSION LOOP AT EACH VALVE TO \PERMIT REMOVAL AND VALVES SHALL BE LOCATED BY MEASURE DIMENSIONS. DIMENSIONS MAINTENANCE OF VALVES. ' SHALL BE GIVEN TO PERMANENT OBJECTS AND SHALL BE TO THE FITTINGS ARE NOT ACCEPTABLE. FURNISH FITTINGS B. INSTALL AND EXTEND SYSTEM AS SHOWN ON THE DRAWINGS, AND AS PERMANENTLY MARKED WITH FOLLOWING INFORMATION: NOMINAL NECESSARY TO CARRY OUT THE INTENT OF THE DRAWINGS AND 3. INSTALL CONTROL WIRES AND IRRIGATION PIPING IN COMMON NEAREST ONE -HALF FOOT AT TWO REFERENCE POINTS. PIPE SIZE, TYPE AND SCHEDULE OF MATERIAL, AND NATIONAL SPECIFICATIONS. TRENCHES WHEREVER POSSIBLE. E 4. ON THE INSIDE SURFACE OF THE COVER OF EACH AUTOMATIC SANITATION FOUNDATION (NSF) SEAL OF APPROVAL. PVC C. LOCATE LINES, VALVES AND OTHER UNDERGROUND 'UTILITIES AND CONTROLLER, PREPARE AND MOUNT A CHART SHOWING THE FITTING SHALL CONFORM TO ASTM D2464 AND D2466. RECEIVE THE APPROVAL OF THE ARCHITECT BEFORE DIGGING VALVES AND SPRINKLER HEADS SERVICED BY THAT PARTICULAR 2. BRASS PIPE FITTINGS AND CONNECTIONS: STANDARD 125 TRENCHES. CONTROLLER. ALL VALVES SHALL BE NUMBERED TO MATCH THE POUND CLASS 85% RED BRASS FITTINGS AND CONNECTIONS. 3.02 INSTALLATION OF IRRIGATION SYSTEM: OPERATION SCHEDULE AND THE DRAWINGS AND SHALL BE COLOR CODED FOR EACH SEPARATE AREA SERVICED BY EACH VALVE. C. AUTOMATIC CONTROL WIRE: A. EXCAVATION AND BACKFILLING OF TRENCHES: 0 L�,NDSCApF ONLY THOSE AREAS CONTROLLED BY THE CONTROLLER SHALL BE 1. ELECTRIC WIRING RUNNING FROM CONTROLLER TO THE 1. EXCAVATE TRENCHES, PREPARE SUBGRADE,. AND BACKFILL TO Q• r Tl �'y, SHOWN. THIS CHART SHALL BE A PLOT PLAN, ENTIRE OR AUTOMATIC CONTROL VALVES SHALL BE NO. 14, SOLID, SINGLE LINE AND GRADE WITH S UFFI C IENT ROOM FOR PIPE FITTINGS, IRRIGATION SPECIFICATIONS L -4 E PARTIAL, SHOWING BUILDING, WALKS, ROADS AND WALLS, A CONDUCTOR, COPPER WIRE, 4/64 INCH INSULATION, 4/64 INrrP TESTING AND INSPECTING OPERATIONS. DO NOT BACKFILL �► -+ PHOTOSTATIC PRINT OF THIS PLAN, REDUCED AS NECESSARY NEOPRENE JACKET, STYLE BR (DIRECT BURIAL) OR EQUAL, UNTIL THE PIPE SYSTEM HAS BEEN SUBJECTED TO A 2727 AND LEGIBLE IN ALL DETAILS, SHALL BE MADE TO A SIZE ODE ES TO EACH VALVE, COMMON WIRE SHALL BE HYDROSTATIC TEST AS SPECIFIED. s4raturn JO" THAT WILL FIT INTO THE CONTROLLER COVER. THIS PRINT WHITE. NO SPLICING SHALL OCCUR BETWEEN CONTROLLER AND VALVES. 2. DEPTH OF TRENCH: Mg 9/30!0 JAM P BENEDETTI SHALL BE APPROVED BY THE ARCHITECT AND SHALL BE POLYVINYL CHLORIDE PRESSURE LINE 186 MINIMUM t 9/46/07 LANDSCAPE ARCHITECT HERMETICALLY SEALED BY PLASTIC. THIS SHALL THEN BE POLYVINYL CHLORIDE NON- PRESSURE LINE 126-MINIMUM 4403 MANCHESTER AVE. STS. 201 ENC1N iTAS, CA 92024 I 760.479.0644 FAX 780.479.0845 REw SIONS APPROVED DATE REFEREWXS DAB BENCHMARK SCALE - APPROVALS CITY OF E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. s AN SPARED UNDER SUPERVISION OF RECOMMENDED _APP_ ROVED LANDSWE oV MMT PLANS R* sa' fOUTH 20' HEST OF HK ,' =10' DACE: • �' VA L S E R E N O D R I VE MEDIA N N11 CT10N OF RA"" SANTA _ BY BY: 06 49 " '1 RD. t EL. C�Ni W DEL NORTE III IIIII` VERTICAL _ ARCHITECT R.LA. NO. 3058 H x "i11 w a S& PETER ooTA- 32178 - ELE11A7M: 119.46 DI USC a as EXP. 9 - 30 -2008 DATE: DATE: / / � MgR1C PRIMCT NO. - - SHEET 4 OF 9 ...m._ 3 4. CONTROL WIRE SPLICES: ALLOW ONLY ON RUNS OF MORE THAN 300 FEET, SPLICES AS FOLLOWS: 3 (1) STRIP OFF MINIMUM OF 2-1/2 INCHES OF INSULATION I FROM EACH WR E S (2) TWIST ON SCOTCHLOCK ELECTRICAL SPRING CONNECTOR, MINIMUM FOUR COMPLETE TURNS. (3) SEAL CONNECTOR IN EPDXY RESIN. (4) TAPE COMPLETED SPLICE WITH SCOTCH 33 ELECTRICAL I _41i TAPE. 5 NUMBERING AND TAGGING: IDENTIFY DIRECT BURIAL CONTROL WIRES FROM AUTOMATIC VALVES TO TERMINAL STRIPS OF CONTROLLER AT TERMINAL STRIP BY TAGGING WIRE WITH I NUMBER OF CONNECTED VALVE. E. AUTOMATIC CONTROLLER: 3 1. AUTOMATIC CONTROLLER SHALL BE INSTALLED AS SHOWN AND DIRECTED. CONTROLLER SHALL BE TESTED WITH COMPLETE ELECTRICAL CONNECTIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY POWER TO THE CONTROLLER FOR OPERATION AND TESTING PURPOSES. 2. CONNECTIONS TO CONTROL WRING SHALL BE MADE WITHIN THE I PEDESTAL OF THE CONTROLLER. ALL WIRE SHALL FOLLOW THE PRESSURE MAIN INSOFAR AS POSSIBLE. I 3. ELECTRICAL WIRING SHALL BE IN A RIGID PVC PLASTIC I CONDUIT FROM CONTROLLER TO ELECTRICAL OUTLET. THE I i ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING TO THE SUB— PANELS, CLOCKS, OR I ELSEWHERE AS REQUIRED, IN ORDER TO COMPLETE THIS INSTALLATION. A DISCONNECT SWITCH SHALL BE INCLUDED. 4. CONTROLLER SHALL HAVE A MASTER SWITCH. IT SHALL BE POSSIBLE TO OPERATE EACH VALVE MANUALLY, INDEPENDENT OF THE CLOCK OF ANY OTHER VALVE. F. REMOTE CONTROL VALVES: 1. INSTALL REMOTE CONTROL VALVES AS SHOWN ON DETAIL. G. VALVE BOX: 1. INSTALL VALVE BOXES AS SHOWN ON DETAIL, INSTALL NO MORE THAN ONE VALVE PER BOX. 2" HIGH BRANDED LETTERING ON VALVE TOP OF VALVE BOX LID DELINIATING THE VALVE NUMBER AND CONTROLLER H. SPRINKLER HEADS: 1. ALL SPRINKLER HEADS SHALL BE INSTALLED AS PER DETAILS SHOWN. 2. NOZZLE SIZE OF ALL HEADS SHALL BE ADJUSTED TO SUIT ANY PARTICULAR CONDITIONS OF THE AREA. THIS SHALL BE DONE I AFTER THE SYSTEM HAS BEEN THOROUGHLY TESTED, IMMEDIATELY AFTER WRITTEN NOTIFICATION BY THE ARCHITECT TO DO S0. I. BALL VALVES: 1. INSTALL WHERE SHOWN AS DETAILED. J. PRESSURE REGULATOR SHALL BE INSTALLED AS PER DRAWINGS AND DETAIL. VERIFY FINAL LOCATION WITH ARCHITECT. K. INSTALLATION OF ANTI —DRAIN VALVES: ANTI —DRAIN VALVES SHALL BE . INSTALLED IN THE RISER ASSEMBLIES OF ALL SPRINKLER HEADS THAT DO NOT HAVE MANUFACTURER INSTALLED ANTI —DRAIN DEVICES. L. INSTALL QUICK COUPLERS AND REMOTE CONTROL VALVES ADJACENT TO WALKS AND WITH IN 18" OF PLANTER CURBS IN SHRUB PLANTING AREAS. I f INSTALL QUICKCOUPLES VALVES NO FURTHER AND 170' APART. E M. SLEE VI N G: 1. CROSSING OF ROADS WITH IRRIGATION PIPE OR WRING SHALL BE AVOIDED WHEREVER POSSIBLE. IF A CROSSING MUST BE MADE, SCHEDULE 80 PVC SLEEVES SHALL 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. 3. SLEEVE SIZES FOR IRRIGATION LINES SHALL BE A 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 I SPECIFIED IN N -1. AND N -2. ABOVE. 3.03 CLEAN —UP: A. AS PROJECT PROGRESSES, CONTRACTOR SHALL MAINTAIN ALL AREAS IN A NEAT MANNER AND REMOVE UNSIGHTLY DEBRIS AS NECESSARY. I AFTER COMPLETION OF THE PROJECT, CONTRACTOR SHALL REMOVE ALL 0 �, C'�E , DEBRIS AND CONTAINERS USED IN ACCOMPLISHING WORK. HE SHALL SWEE AN CLEAN ALL THE PLANTINIGSWALKS, ASPHALT, AND CONCRETE AREAS �w � RR[hATON SPEC L -5 J � ' JOB# 2727 Sbr+at"* # * * * * * * * * ** Dat. JAMES P. BENEDETTI to 9/06/07 LANDSCAPE ARCHITECT 4403 MANCHESTER AVE. STE . 201 CA 9202,4 760.479.0644 FAX 760.479.,0646 3 my REMSMS APPROVED DATE REFERENCE DATE BENCHMARK SCALE APPROVALS CITY O F E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. DE�AM= — K3lN PLANS PARED UNDER SUPERVISION OF RECOMMEN E APPROVED �T PANS FM OpCIMP140N: - FZONTAL 1 " =1D' L =mm: N' SW'M & 20' WEST CF TE; — O� VAL SER EN O DRIVE MEDIAN •" NVTER�CTiQf � �lANCMO '.iMITA BY: f BY: RD. EL CAI MIO DEL NORTE y"TICk _ R.L.A. NO. 3458 �� Mme PETER oo TA- ROKES, 3217E ELEVATION: 11!.48 DATWM. USC t 9 - - 2408 WORK PROJECT NO. - - SHEET 5 OF 9 E XP. DATE: DATE: / JOB# 2727 PUM TOTAL JAMES P. BENEDETTI BOTANICAL NAME COMMON NAME SIZE HT. SPD. QUANT. REMARKS . + • , , : + ; LANDSCAPE ARCHITECT E 1 100 4403 MANCHESTER AVE_ STE. 201 CAS THIS ' 0 E N C I N I TAS , CA 92024 0 AITTF — '— 760.479.0844 FAX 760.479.0645 SHRUBS AGAVE AT7ENUATA FOXTAIL AGAVE 5 GAL 12' -15' 12' -1 r 16 FULL AND BUSHY, GOOD COLOR \ ANQOIANINUS HMW4DS KANGAROO PAW 1 GAL. 12' -15 12' - 23 FULL AND BUSHY, GOOD COLOR CJSIIlS 'SUNSET' OROW ROCICRO6E 1 GAL 6'—a' a 44 FULL AND BUSHY, GOOD COLOR CEAN07MS `YANKEE POINT VALD LI 1 CAL 6'—a' 6 7 FULL AND BUSHY, GOOD COLOR E) LAYANDULA A. ENGUSH LAS 1 CAL 12" -1 S 12 — 15 12 FULL AND BUSHY, GOOD COLOR LAYAIERA NCOLOR TREE MALLOW 1 GAL i 12 " -15' 14 FIAT AND BUSHY, GOOD COLOR H1i 5 MONKEY FLOOR 1 GAL a 61 FULL AND BUSHY, GOOD COLOR I. Ct.I�IR IIrlD1AN A' HA�ORN ED�SIBI6 -- -- 7 PROTECT IN PLACE IIHAPHIOLF.PIS ' S GAL. a"—A' 6' —a' AND BUSHY GOOD COLOR #LHAP'HI�S L CLl�RA II�IAN HA�IHORN a Ftx.L S R061� s jESSIJP upRM1 ROSEMARY 1 GAL.. a' —�` a` — �` 52 full AND 9MY, GOOD COLOR SALVIA El WMA ME)IICAN SACS 1 GAL 6' —B" 6' -a" 14 FULL AND BUSHY, GOOD COLOR ORoUw COVER FESIUCA OVBIA GLAUCA 0.LJE FETE 4' POTS 3" -4' 3' - 4" 0 12" O.C. FULL AND BUSHY, GOOD COLOR t SANTOLJNA 'IrIORNBIG Iru.ST SANT"A FLATS a • If O.C. FULL AND BUSHY, GOOD COLOR SENECIO MANDRAUSCAE BLUE CHALK STICKS 4' POTS 3" -4' 3" -4' i 12" O.C. FULL AND BUSHY, GOOD COLOR _ PL ANTING NOTE5 1. CONTRACTOR SHALL HAVE A SOIL SAMPLE ANALYSIS COR"IPLETEC> B A LIUD AGNONOMIC LABORATORY PRIOR TO AND AFTER LEACHING OF SALTS AND PRIOR TO AN PLANTING: OF PLANT MATERIAL. F"OVIDE A LIST OF T14E I'�'IROPOSED PLANT MATERIAL TO ACOWNOM15T FOIR ANALYSIS AND IREC4XlMNDATION6 TO BE SUBMITTED TO THE LANDSCAPE A!®CHITECT FOR APPROV ANT MATERIAL SHALL DE APPROVED AT THE "tOJECT SITE BY THE Z _ ALL P'L TERI � OWNER'S REI®RESENTATIVE PMOR TO ANY PLANTING. ALL PLANT MATERIAL PR EP ATI OR TO ANY PLANTING, SHALL BE pVlovW !!EJECTED DY THE OWNER* 1�E, P!!I rRia l THE PROJECT SITE AT NO ADDITIONAL COST. 3. ALL PLACEMENT OF PLANT MATERIAL SHALL BE API°IR01 ED BY TI4E LANDSCAPE API C441TECT PRIOIR TO PLANTING. 4. ALL PLANT SIZES ARE MINIMUMS. SIZES ARE TYPICAL FOR EACH PLANT SPECIES. ALL PL ANTS ARE TO BE FREE OF DISEASE AND SCARS, AND ARE HAVE Cs000 3 COLOR, FULL HEADS AND GOOD CAL Ilm E (I'S CIALLON - 3!4" MINIMUM, 24' BOX 1/4 MIN1h R1, 36 !SOX - 2 MINI1"II,N"1. } 'S. mWo R TO PLANTING, IPWSATION SYSTEM SHALL. BE FULLY OPERATIONAL AND ALL PLANTING: AREAS SHALL DE FULL WATERED DIATELY SIFTER PLANTING. 6. PRIOR TO PLANTING, ALL PLANTING AREAS SHALL+ BE I ME E OF WEEDS, PKXX6 AND DEMS. RAKE AND FM GO ADE ALL PLANTING AREAS PRIOR TO PLANTINGs. 1. UPON COMPLETION OF PLANTING OPERATIONS AND ANY SITE OBSERVATIONS, Rgrk7vOE ALL EXTRANEOUS MATERIAL AND DEEMS, AND BROOM I AND WASH THE AREA CLEAN_ i 8. ALL LANDSCAPE AND IMIGATION ITEMS SHALL BE INSTALLED PER T14E CITY OF ENCINITAS LANDSCAPE RECA LATIONS. CT IN PLACE ALL EXISTING PLANT MATEPUAL UNLESS S. TOR SHALL I"!�O'TE . \. OTHERWISE NOTED. ANY EX16TNG PLANT MATERIAL. OR 1RRIGATION SYSTEMS DAMAGED AS PAW OF, OR DuE To, CONSTRUCTION SHALL BE REPAIRED OR RE MOVE (2) EXI STING _ lIErLACED TO TWE SATISFACTION OF TW OAR'S REMIlESENTATIVE. I FOR SUPPLYING ALL PLANT MATERIAL AS SPECIES ALL \ ' 1B. TOR SHALL BE RESP�oNS BLE EU CALYPTU S &40M SY SY?" MS ON M-AN6. T�* Gi"NTITIES SHOWN ARE FOR ROOTS ONLY, UNLESS OTHERWISE STATED WITHIN T1-ESE BID D TS. S TU MP S A N U 11_ ALL UTILITIES ARE TO ISE SCREENED. ONCE THE UTILITIES ARE IN PLACE T14E LANDSCAPE ARCHITECT SHALL RE VIEW AND ADJUST PLANTING6 TO "tOVIDE SCREENI NCs OF THE UTILITIES PIROM SITE_ 1 \ IIE E V S� ox Signature - Data 8/06/07 \' \' OF CAAL-I L CAMINO EL NORTE i PLANTING PLAN L-6 Mm Ff rf Lrf REWSIONS APPROVED DATE REFERENCES DATE BENC HMARK HIVSARK SCALE APPROVALS C O F E N C I N I TA S ENGINEERING DEPARTMENT DRAINING NO. DENCHU - t A l SPARED UNDER SUPERVISION OF RECOMMENDED APPROVED �T PLANS w- DEr - Ha"zoNTA1 r = ,�• _ , - VAL SEREN O DRIVE MEDIAN Q -1 LOCATWN: W fDUTH 20 MEE T OF DATE. a � � (� v 6 4 J IN I KCTM OF RANCHO SANTA pill BY:. 3058 W. it EL CAIiN�1O DEL NdtTE %Vt�,� _ R.L.A. N0. q s__- _ PETER COTA- 5 7B ARCI IWT 9 -30 -2008 DATE: i DATE: � ; • ELEVATION: 119.46 D�11T1JMk tJSC GS t EXP. IM�ORK PROJECT NO. - - SHEET 6 OF 9 1 1 I E D. SITE OBSERVATIONS HEREIN SPECIFIED SHALL BE MADE BY THE MATERIAL SHALL INCLUDE INVOICES CERTIFYING THAT SUBJECT LANDSCAPE ARCHITECT. THE CONTRACTOR SHALL NOTIFY THE MATERIAL HAS BEEN INSPECTED AS REQUIRED BY THE STATE LANDSCAPE ARCHITECT OF A SITE OBSERVATIM AT LEAST 48 AGRICULTURAL CODE PRIOR TO ACCEPTANCE OR PLANTING. HOURS IN ADVANCE OF AN OBSERVATION. AN OBSERVATION PARTICULAR CARE, USING APPROVED EQUIPMEW, SHRILL BE 1 WILL BE MADE BY THE LANDSCAPE ARCHITECT DURING OFFICE EXERCISED TO ENSURE SAFE LOADING, UNLOADING, SHIPPING WORKING HOURS ON EACH OF THE STEPS M CONDITIONS LISTED AND HANDLING FOR ALL PLANTINGS IF SOURCE TO V+ PLACE BELOW. THE CONTRACTOR M HIS AUTHORIZED REPRESENTATIVE LOCATIONS INDICATED ON THE DRAWINGS. SHALL BE OR SITE AT THE TIME OF EACH OBSERVATIOL THE 1.11 PLANT MATERIALS CONTRACTOR VILL NOT BE PERMITTED TO INITIATE THE 2 EXISTING CU R AND GUTTER ❑R EDGE ❑F PAVING SUCCEEDING STEP F WORK UNTIL HE HAS RECEIVED APPROVAL A. QUANTITIES FOR PLANT MATERIALS ARE SHAWN PER PLAN FOR B RO TO BY THE LANDSCAPE CT. CONVENIENCE O AND NDT OR T SHALL 3 CHECK AND VERIFY COUNT AND SUPPLY SUFFICIENT NUMBER TO --4J L PRE - CONSTRUCTION MEETING< IMMEDIATELY PRIM TO FULFILL INTENT OF DRAWINGS. .. �, / THE COMWNCE1 ENT OF WORK OF ON, THIS SECTI r te: - ,• ' �r0 1 • CONTRACTOR SHALL RECEIVE APPROVAL OF MATERIALS AND 1.12 INVOICE MATERIALS 4 q F A. UPON DELIVERY OP MATERIALS AND/OR COMPLETION OF ALL EQUIPMENT TO BE : , / , �. s , AND METHODS OP INSTALLATION. EQUAL T 0 ❑. C / 'L p 2, TIM .SAIL CONDITIONING AND FERTILIZING USED SOIL CONDITIONING AND GRADING, BUT PRIM TO INITIATING 5 C' PLANTING OPERATIONS THE ARCHITECT WITH THE D BY THE ;• �... ,� A s. ';t: �: -�' .• ,'. ;, '' SPACING t / TTt�'� SPECIFIED SIGNED CRIES OF REQUIRED • :�: ,� :., ��,.. / / / INTO THE �IL� SQL TESTS ! SHRUB CERTIFICATES, TRIP SLIPS AND INVOICES FOR L f�•:�.�; i.,� �:�'� b � OR FOR LABORATORY SHALL BE SUBMITTED AND PAID rREPARATATERIALS, SHALL INVOICE SUCH SCM , VINE FOR BY THE COITRACTM FOR AGRICULTURAL SUITABILITY OARING MATERIALS, THE TOTAL QUANTITIES OF EACH MATERIAL / / y ` AND D BY THE L ARCHITECT ONCE ROUG14 GRADING HAS BEEN D, AND PRIM TO FURNISHED AGAINST THE TOTAL AREA TO EACH OPERATION. IF / THE � RATES OF APPLICATION HAVE NOT BEEN MET, THE INSTALLING ANY PLANT MATERIAL. LANDSCAPE ARCHITECT VILL REQUIRE THE DISTRIBUTION OF 3. UPON THE COMPLETION OF FINISH GRADING AND MAW ADDITIONAL QUANTITIES HE THESE MATERIALS TO FULFILL THE � 1 SET R❑❑TBALL 1' �5 PLANTING TABLETS AS \ CURBS LAYOUT IN THE FIELD, BUT PRIM TO MAW CURB MINIMUM REQUIREMENTS SPECIFIED, ABOVE FINISH GRADE SPECIFIED / INSTALLATION. B. AFTER INSTALLATION OF PLANT MATERIALS, BUT PRIM TO THE 2 MULCH BACKFILL MIX AS SPECIFIED 4. APPROVAL O' ALL PLANT MATERIAL QUALITY, PRE- MAINTENANCE SITE OBSERVATION, THE LANDSCAPE ARCHITECT, WITH THE HERETOF ORE SPECIFIED SIGNED COPIES 7 NATIVE GRADE 5. LAYOUT OF PLANT MATERIAL. OF THE REQUIRED CERTIFICATES AND RELATED ITEMS, SHALL 6, PRE- MAINTENANCE OBSERVATI� WHEN PLANTING AND INVOICE SUCH MATERIAL, COMPARING 3 FINISH GRADE THE TOTAL AREA AND/OR 4 M NOTE; ALL OTHER INDICATED OR SPECIFIED VM M�IJN K, EXCEPT THE THE ATS SPECIFIED. IF THE KINIMILUN AMOUNTS HAVE NDT 4 EARTH BER 1. ALL GROUND COVER TO BE PLANTED AT EQUAL MAINTENANCE PERIOD, HAS BEEN COLLETED. BEEN FURNISHED, THE LANDSCAPE ARCHITECT WILL REQUIRE (REMOVE AFTER SHRUB SPACING (TRIANGULAR) PER O.C. SPACING NOTED ACCEPTANCE AND WRITTEN APPROVAL SHALL ESTABLISH THE INSTALLATION OF ADDITIONAL MATERIALS TO FULFILL THE IS ESTABLISHED) ON PLANS. BEGINNING OP THE MAINTENANCE PERIOD, THIS IS NOT MIMIIMIIM REQUIREMENTS SPECIFIED. A FINAL OBSERVATION OR ACCEPTANCE, AND IT DOES NOT RELIEVE THE CONTRACTOR FROM ANY O' THE C. A SAMPLE OF THE SOIL AMENDMENTS SHALL BE DELIVERED TO N .T.S. N.T .S. RESPSIBILITIES IN THE CONTRACT DOCUMENTS FOR THE L ARCHITECT WITHIN 15 DAYS AFTER RECORDIMNG THIS PROJECT. O' THE CONTRACT FOR SUBMITTAL TO A TESTING LABORATORY, ALONG WITH SPECIFICATIONS OF EACH PRODUCT. AFTER SOIL THE AMENDMENTS HAVE BEEN THOROUGHLY GROUND P LANT I NG 7. FINAL SITE OBSERVATION AT THE CO -�LETION OF OtOtJCiHEF Y MIXED INTO THE SITE, p C PERIOD, THIS OBSERVATION WILL BE TAKEN BY THE 1 SHRUB SPECIFIED MAINTENANCE RANDOM SAMPLES M T� MIXED SOIL SHALL ESTABLISH THE BEGINNING DATE FOR THE OWNERS REPRESENTATIVE AND SUBMITTED TO THE SOIL 1.06 VERIFICATION OF EXISTING CONDITIONS GUARANTEE PERIOD. LABORATORY FM COMPARISON TO A CONTROL MIX. COST OF SECTION 02900 A. ENNSIONS ON THE DRAWINGS ARE APPROXIMATE. LAMDSCAp�iG _ 22 BEFORE SCALED DD E. ACCEPTANCES UPON COMPLETION OF THE FINAL OBSERVATION THE ABOVE TESTING BY THE SPOILS LABOtATMY SHALL BE BEFORE PROCEEDING WITH ANY hIMK, THE CONTRACTOR SHALL AND THE WORK �' THIS SECTION, THE CONTRACTOR WILL BE BY THE CONTRACTOR, _ SECTION 02900 CAREFULLY CHECK AND VERIFY ALL DIMENSIONS, QUANTITIES, PART 2 - PRODUCTS IMIG AND GRADE ELEVATIONS, AND SHALL DBEDIATELY IM�ORM THE NOTIFIED IN WRITING (1) WHETHER THE WORK IS ACCEPTABLE LANDSCAPE CT ANY DISCREPANCIES, AND (2) OP ANY TS NECESSARY FOR 2Ai QUALITY PART i - AND ACCEPTANCE. A. ALL MATERIALS SHALL BE OF STANDARD. , AND FIRST B. PRIM TO THE EXCAVATION FOR PLANTING at PLACING OF GRADE QUALITY AND SHALL BE IN PRIME CONDITION WHEN L01 GENERAL CONDI PLANT MATERIALS, THE CONTRACTOR SHALL VERIFY THE 1.09 ION OP VORK INSTALLED AND ACCEPTED. ALL COMMERCIALLY PROCESSED A. DRAWINGS AND GENERAL PROVISIOVS OF CONTRACT, INCLUDING LOCATION �' ALL UNDERGROUND UTILITY LIMES AND OTHER A. THE LANDSCAPE ARCHITECT SHALL RE TO THE OVMER AND/OR PACKAGED MATERIALS SHALL BE DELIVERED TO THE GENERAL AND N SUPPLEMENTARY CXBNDITIONS AND DIVISM i MENTS, AND TAKE PROPER PRECAUTIONS TO AVOID ANY NECESSITY TO SUSPEND THE WORK VHO_LY, M IN PART, SITE IN THE ORIGINAL UNOPENED CONTAINERS BEARING THE SPECIFICATION SECTIONS APPLY TO WORK OF THIS SECTION, DAMAGE IMPROVEMENTS. IN THE EVENT OF CONFLICT FOR SUCH D M CH PERI PERIODS AS HE MAY DEEM NECESSARY DUE MANlUFACTURER?S GUARANTEED ANALYSIS. AND MBJST BE FULLY CONSIDERED IN CONNECTION THEREWITH, BETWEEN SUCH Il ZOVE1ENTS AND PLANT LOCATIONS, THE TO UNSUITABLE WEATHER, OR SUCH OTHER CONDITIONS AS ARE Tat SHALL NOTIFY THE ARCHITECT, AND CONSIDERED UNFAVORABLE FOR THE REASONABLE PERFORMANCE 2,02 SOIL AMENDMENT AND FERTILIZER 1.02 SCOPE ENTS WILL BE MADE FOR RELOCATION AS NECESSARY. OP THE WORK, OR FOR SUCH TIME AS IS NECESSARY DUE TO A. SHALL BE A � RESIDUAL PRODUCT DERIVED FROI THE BARK A. THE WORK, INCLUDES ALL SERVICES LABOR MATERIALS, FAILURE TO FOLLOW THIS PROCEDINR'E PLACES UPON THE THE FAILIXRE OR THE PART OP THE Tat TO CARRY [xJT OF PINE, REDWC�D WHITE Fit AND RED FIR M CEDAR TATIO N AND E NECESSARY TO THE SHAVINGS, NT UPON ANALYSIS CONTAIN AT LEAST Tat THE RESPONSIBILITY FOR MAKING ANY AND ALL ORDERS GIVEN OR TO ANY Olt ALL PROVISIONS OF THE WORK INDICATED OR THE DRAWINGS AND AS SPECIE ED HEREIN 05% NITROGEN (ON A DRY WEIGHT BASIS) WITH AN ASH 3 AND AS REQUIRED TO CCOMPLETE Y THE T, REPASS FOR DAMAGE RRESlJLTING FROM WORK AS HEREIN CONTRACT. . SPECIFIED AT HIS OWN EXPENSE. B. IF IT SHOULD BECOME NECESSARY TO STOP WORK FOR AN CONTENT MDT TO EXCEED 10X. A COMMERCIAL GRADE PRODUCT B. RELATED WORK INDEFIN[ITE PERIOD, THE CONTRACTOR SHALL STORE ALL SHALL BE USED. L EARTHWORK ! (SECTION 02200) 1.07 PROTECTION OF EXISTING IMPROVEMENTS MATERIALS IN SUCH A MAMBER THAT THEY V ILL NDT BECOME AN IlNG THE CONSTRUCTION AND PERIOD, THE CONTRACTOR SHALL SUPPLY ARCHITECT OR HIS APPOINTED 2. IRRIGATION (SECTION 0281©} Dl OBSTRUCTION NEE BECOME IN ANY WAY, AND HE SHALL M CONTRACT SHALL TANS EVERY PRECAUTION TO PROTECT AND TAKE EVERY PRECAUTION TO PREVENT DAMAGE REPRESEfN'TATIVE WITH A SAMPLE O' THE PROPOSED NT OR SUBMITTALS S TD SPR HEADS IRRIGATION LIMES, ACC�ANIED BY LABORATORY ANALYTICAL ANALYSIS FROM AN 1.0.3 SEE REQUIREMENTS IN GENERAL CONDITIONS, AND SECTION AVOID DAMAGE IMNCLER DETERIORATION O' THE VORMC PERFORMED. THE CONTRACTOR LABORATORY ILLUSTRATE DEGREE OF COMPLIANCE. D I.DrESo AND ALL OTHER UMNDERGROUIND FACILITIES SHALL COVER ALL OPEN EXCAVATIONS AND SHALL PROVIDE GUARANTEE VT. /CU /YIL = +3646 - 824*. NITROGEN (ORGANIC 01340. AND ALL PAVING, STRUCTURES, FIXTURES, AND EXISTING SUITABLE DRAINAGE BY OPENING DITCHES, PLANTING PITS, E PLANTING THE CONTRACTOR SMALL BE HELD RESPONSIBLE ETC., AND ERECT TEM PORANRY STRUCTURES WHERE NECESSARY. OR AM MON10 03X, = PH (LESS THAN) 6.8, SALINITY (ECO X B. TOR SHALL SUBMIT A TYPEWRITTEN LIST WITH FOR ANY AND ALL DAMAGE TO SUCH NTS AND SHALL 103 AT 234 C) 2.3. ASH CONTENT NOT TO EXCEED 10X. SPECIFICATIOM DIF ALL FEASIBLE KATERL&S, DOCLUD1% COWLFTEL Y REPAZR OR REPLACE THE SAME AT NO COST TO THE C. Z NG, SAIL PREPARATIM AND PLANTING WORK SHALL BE IRtBr (FE) EXPRESSED AS METALLIC O.OBX. DENSITY - SOIL S, FERTILIZERS, PLANT MATERIALS, ETC., OWNER. D ONLY DURING PERIODS WHEN BENEFICIAL AND APPROX, 23 LB/CU/FT. ORGANIC MATTER USX. A WITH QUANTITIES OF EACH. �TDK M� RESULTS MAY BE OBTAINED. IF THE MOISTURE IONIC VETTING AGENT SHONLD BE USED. PROPERTIES] LOS INSTRUCTIONS AND OBSERVATION A. ALL CHANGES AND DEVIATIONS TO THE PLANS AND CONTENT OF THE SOIL SHOULD REACH A LEVEL THAT SCREEN ANALYSIS X RETAINED OR STACKED - 1 SPECIFICATIONS BY THE LANDSCAPE ARCHITECT TO THE IT WOULD DESTROY THE SOIL STRUCTURE SPREADING GRADINNG MESH 0,2X3 5 MESH =36.6X3 8 MASH =25.7X3 12 MESH 1.04 DEFINITIONS a: TERMS A. 'PLANTING AREA SHALL MEAN ALL AREAS TO BE SEEDED. SPEC F C ATI SHALL X C:OB A WRITING. AND TILLING OPERATIONS SHALL BE SUSPENDED UNTIL THE , s 30.7X3 32 MESH = 3,9X3 RE 0.9%. E SODDED, PLANTED WITH TREES, SNUBS, AND/OR MOISTURE CONTENT REACHES ACCEPTABLE LEVELS AND THE B. THE CONTRACTORTS SUPERVISOR SHALL BE AVAILABLE ON CALL SHALL BE VIL -GRO LIFE, FAST HUMUS, OR LOAMEX. M G11 MUNDCOVERS. TO MAKE A .JOINT OBSERVAT WITH THE OVIER?S TO RESULTS ARE ATTAINABLE. APPROVED SUJBSTITUTION. L03 GUARANTEES AND RE TS REPRESENTATIVE OF THE WORK. THE CONTRACTOR SHALL HAVE 1,10 CERTIFICATIONS AND NOTICE OF DELIVERY OF MATERIAL A, PLANT MIATERIAL& PLANTS (15- GALLON SIZE AND LARGER) SUFFICIENT WORK PERSONNEL AVAILABLE DURING NORMAL A. THE LANDSCAPE ARCHITECT SHILL BE FURNISHED WITH E SHALL BE GUARANTEED TO LIVE AND GROW IN HEALTHY WORKING FURS TO CORRECT DEFICIENCIES IMMEDIATELY UPON DUPLICATE SIGNED, LEGIBLE COPIES OF CERTIFICATES AND /OR � CONDITION DURING THE AGREED UPON 90 DAY MAINTENANCE REQUEST OF THE LANDSCAPE ARCHITECT. SUCH REPAIR OR RE- INVOICES STATING THE 'RAND, GRADE.. AMOUNT AND QUANTITY PERIOD OR UNTIL FINAL. ACCEPTANCE (320 PART B). PLANT WORK SERVICES ARE TO BE PERFORMED WITHOUT INTERFERENCE OF EACH ITEM FOR ALL SOIL, FERTILIZERS. SOIL MATERIAL VILL CONTINUE TO BE GUARANTEED FOR ONE (1) OF REGULAR PROJECT SCHEDULE. CONDITIONERS, PLANS AND OTHER MATERIALS. YEAR. RECUM1 EMNDATION SHALL BE MADE BY THE LANDSCAPE ARCHITECT C. PLANTS SHALL BE SUBJECT TO APPROVAL BY THE L TO THE OWNER TO STOP WORK PROGRESS UNTIL CERTIFICATES B, PLANT MATERIAL THAN 15 SIZES SHALL BE ARCHITECT AT THE PLACE OF GROWTH AND/OR UPON UP DELIVERY ARE RECEIVED AND REVIEWED BY THE. LANDSCAPE ARCHITECT, GUARANTEED TO LIVE AND GROW IN VIGOROUS HEALTHY UPRIGHT TO THE SITE FOR QUALITY, SIR AND VARIE SUC AND B sc�E �c CODITTON FOR A OF ONE GROWING SEASON AFTER APPROVAL SHALL NOT IMPAIR THE IGHN OF OBSER VATION B. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IN r y � PLANTIN AND FINAL ACCEPTANCE OF WORK (EXCLUDDNG SEASONAL Cam). REJECTION AT THE SITE DURING PROGRESS OF WORK FOR SIZE, ADVANCE WHEN ALL MATERIALS ARE TO BE DELIVERED AND THE ITION OF RORT BALL ` LATENT DEFECTS, � INN "IES. T � SPECIFI DETAILS L C. T ALL PLANTS NDT HEALTHY AND IN VIGOROUS COD MANN [� SHIPMENT, AND SHALL FURNISH HERE WITH AN REJECTED PLANTS SHALL BE REMOVED IMMEDIATELY FROM THE ITEMIZED LIST, IN DUPLICATE. , OP THE ACTUAL QUANTITY OF GROWING CONDITION AS DE D BY THE SITE, UNLESS OTHER D BY THE LANDSCAPE atun MRATERIAL IN EACH DELIVERY, IN ORDER TO ENSURE � JOB# 2727 ARCHITE SHALL BE REPLACED IMMEDIATELY. PLANTS USED ARCHITECT. SATISFACTORY ORDINATION OF DELIVERY, AND TO EXPEDITE FOR PL SHALL BE THE SAME KIND AND SIZE As SPECIFIED IN THE PLANT LIST. THEY SHALL BE ED, THE REQUMED INSPECTION AT THE POINT O' DELIVERY. THE R«, oat. JAMES P B E N E D ETT I �� PLANTED AND FERTILIZED AS ORIGINALLY SPECIFIED AT NO ITEMIZED LIST, IN DUPLICATE, FOR EACH Y [IF PLANT to �oi/07 T LAND SCAPE ARC HITECT Ill CASTS TO OWNER. 4403 MANCHESTER AVE. STE. 201 E N C I N I TAS , CA 0202 760.479.0844 FAX 760.479.0645 REwsms APMVED DATE REFERENCES DATE BENCHMARK SCALE APPROVALS CITY O F E N C I N I TA S ENGINEERING DEPARTMENT DRAWING NO. i SE1iCFIYA�iC: - PLANS .Q EPARED UNDER SUPERVfSION OF RECOMMENDS: APPROVE LANMNIE 40"WMAR PLANS MW V93T of t401rZONTAL 1' =1 DANE: °� Q? VAL SERENO DRIVE MEDIAN LOCA non: 5W SOUTH t 20' - 0 1 F • / v � • ,� ter: £L CAMWO N ORTE A yQ�,K _ BY 14�* _w JA � #EIER 0 7/ 3217R.L.A. NO. 3058 Al"TECT 9 - 30 - Ems. D71T�: DATE PROJECT P40. - - SHEET 7 OF 9 f.,l.EVA11t3f�1: 119.49 DATVM: USC k OS 3 APPROVED BY THE 1 C. THE T SS AND COMPLETENESS 13 F THE ROTOTILCD�NG C. LAYOUT PLANTING LOCATIONS � PLANTS SHALL BE SET _ - H24) L. SHRUB AND TREE SAM�LES� TYPICAL SAMPLES, THREE EACH OF T�1 � THE SOIL S SHALL BE - E A C SO4 AND ALL B. AGRICULTURAL GRADE GYPSUM SHALL BE A CA . THEIR CALCIUM SULFATE PRQnUC T - 94,3X. 94% SHALL PASS A D4 ALL VARIETIES AND SIZES (SIBS 3 GALLON AND UNDER, ACCEPTABLE TO THE LANDSCAPE ARCHITECT. SLOPES 2!1 AND BY THE TOR IN THEM FINAL LOCATION IN REMOVE SODIUM TREES iS GALL. I AND UNDER) ALL PLANT MATERIALS SHALL STEEPER OR AS PER THE DRAWINGS OAT SOIL RESPECTIVE CONTAI ERS P'RIOP TD DIGGING DES AN+lD MESH SCREEN. . CHEMICAL REACTION WILL - PARTICLES. GYPSUM ALSO LOOSENS HEAVY Fat INSPECTION APPROVAL AT THE SITE A APPLICATION AND TILCI CL ALL PLANT LOCATIONS SHALL BE CHECKED TO SOIL OF � OF FIFTEEN DAYS PItI�R TO OPERATIONS. POSSIBLE IN WITH EXISTING U UTILITY CLAY SAILS ELEC CAL ACTIN, DUST DURING APPLICATION IS MANDATORY- SAMPLES SHALL � ON THE SITE AND SHALL BE D, DEEP WATER L AND SOD TESTDO LIDS. MATNTAD40 BY THE CDOWCTOOt AS STANDARDS OF CO!PARISOI DEEP WATER LEACHING SHALL BE COMPETED AS RE COMMENDED BY D. BACKFLL. FOR TREES AND SHRUBS SHALL BE AS SPEC��D , SHALL BE U.S. GYPSUM, IXLmR, SOP'N'SOIL, OR BAND. Ft� PLANT MATERIALS TD BE F'1BlMNIW A SAMPLES WILL � A CERTIFIED LABORATORY. THE PROCESS IN SECTION 2,A3, IF ARTIFICIAL DRAD4AGE IS OF RAN L PLANT F PLANTING EXAMINE DRAWINGS. H PaT STAKI BIDDING D PLANTING AREAS AND CONDITIONS � �� M APPROVED SUBSTITUTION. LED ITE ON. INTO THE TED W FOR DEEP WATER IS FOR NG POPPOSES �.Y. THEN DRAINS SHALL BE INSTALLED THREE C3,) SHALL BE AS STATED FIRST, THEN C99,S7G) RA7 M NNUMBER WITH SOD L, BE ELEMENT It�TED BELOW. � . C. (SOIL) - SHALL BE PLANTS SHALL BE HEALTHY, VIG�lS TALLY PREPARED SO THAT 46,9% PASSES A SO MESH PA FLATS, E. DISPOSAL. OF EXCESS SOIL AND CUTTINGS G DEBRIS ALL EXCESS D�IN I#1 1, AFTER THE TILLING �ERATIOI, THE AREA SHALL BE . EXCAVATED .ROCKS APO SHALL BE LEGALLY S OVER A FIVE (S) ATE -IRON SHAL.1. BE EXPRESSED AS METALLIC - 2.10 MULCH DEEP WATER LEACHED T C3> TIME DISPOSED OF �F THE SITE By THE TOR AT HIS COST D. JIM SLILF BE SLEDDED FIR TREE BARK. SHALL THE DERIVED FROM SULFATE DEEP GREEN (FE SO4 H2O) A A, ! . CH PLC DAY PERT. APPLY i/2' VATENR AT EACH AP'PL_ICATI, OP UTILIZED THE SITE AS DIRECTED BY AND AT A 10 �E IN 2 SzZE F� 1/2!-INCH -INCH TO 3 /4- D�ICH, WAIT OE (l) DAY BETA APPLICATIONS, OPTION 13F THE ARCHITECT. MINDS ANALYSIS OF a= AND 96,37E RETAINED O STAKING MIAT AL 46 PLANTING T SHRUBS MESH TED STEEL ONE DAY AFTER FINAL APPLICATION N OP WATER THE SOIL 3.REESSHRUBS AND VIES A. TAE GUY WIRES SHALL BE OP ZINC-COATED 2, _ DEAD BE TESTED Fat OF SULUBLE SALTS A„ SOIL MOISTURE LEVEL PRIM TO SHALL BE M� LES SHALL BE WILSON 6 GM MEYER, VIL -GPO, OP BANDINI. MCL 12 AND AID TO TE -L TN A& HMTICULTl�ALLY ACCEPTABLE. THE CONTRACTS SHALL Olt SUBSTITUTION, MAN, V� LO'B'S AT S SHALL BE BY 2-PLY CELECTRICAL CONDUCTIVITY E.C.). OW ERAS 11EQUEST APPWVAL (IF MOISTURE.- AMID IF FOUND TO BE RED ©RCEII RtOBER i/4' IN . GUY WIRES SHALL BE REPRESENTATIVE AND TOR L ES � DRAIN BEF STARTING 'FICIENNT FOR PLANTING, THE PITS SHALL BE E, PRE -PLANT Olt STARTER FERTILIZER SHALL BE A I�iL WITH 1/0 INCH X 4'-a' LENGTH SAMPLES AND D ELIVER THE - NNITR�ENI 10% LABORATORY FOR TESTING � Sa.LUBLE SALTS, E.C. FILLED WITH MATER AND TO OlE GRADE FLOVABLE FERTILIZER WITH i% TUBD TREE TIES SHALL BE V.I,T. CINCH -TIE AVAILABLE LABQt PHOSPINCIMM P iTID7tIDE AND 147E #�SS' S FATE. 4) 891 TEST READING S HALL WT BE MOVE 2.0, THE SOIL ANY OPERATIONS. OPERATIONS. FROM V,I,T. COWANY, (71 3 POTASSIUM CHLORIDE IS TO BE USED. atCEA1�C AMENDING, TILLING AND DEEP WATERING B. ALL EXCAVATED HIES SHALL HAVE VERTICAL SIDES WITH E TO SSED MEAL AND [UREA, TE 113 PRE HERBICIDE SELL INDICATE BE REPEATED UNTIL TEST READINGS ARE NOT ROUGHENED SLBRFACES AND SILL BE THE MINIMUM SIZES SHALL FROM COT HERBICIDE SHALL BE AS DETERMINED BY THE A. p� D ON �.ES SHALL BE IN ALL -CASES AVAILABLE FROM TE AND COTTONSEED MEAL, ABOVE 2.0 POTASH FROM SULF ATE POTASH AHD COTTONED MEAL, LANDSCAPE CONTRACTOR, LARGE ENOUGH TO PERMIT HANDLING AND PLANTING VITHOUT 3, IF SOIL TEST READING FOR A PARTICULAR AREA TESTED INJLBtY OR BREAKAGE OF RAT BALLS OR HERBICIDE 2.14 WEED CONTACT SCREEN ANALYSIS % RETAINED ON SCREEN A, WEED CONTACT HERBICIDE SHALL BE AS DETERMINED BY THE IS ABOVE 2,0, THE SOIL AMENDING, TILLING AND DEEP - MESH 75,2%j 48 TRACTat. WATERING PROCEDl1RE SHALL BE REPEATED UNTIL TEST C. EXCAVATION SHALL INCLUDE THE STRIPPING AMID STACCiNG OF APPROXIMATELY 8 MESH 24,2% 20 CON = MESH 0.2%, AVAILABLE PERCENTAGE WEIGHT OF PLANT F�D� PART 3 - EXECUT�+N READINGS ARE NOT ABOVE 2.0 ALL ACCEPTABLE SOIL ENCOUNTERED WITHIN THE AREAS TO BE EXCAVATED FOR PLANT PITS AND PLANTING BEDS PROTECT 3,111 INSPECTION INSPECTION TAKEN THAT THE RATE APPCiCATI NITROGEN ALL. AREAS THAT ARE TO BE OVER AND UPON RICH 1,0% MIN. A. ONS E. CARE SHALL BE 10,07E MIN. TING hlatK UNTIL WATER DIES IEIT CAUSE EROSION OR SLOUGHING OF SOIL IS TO BE TEMPORARILY STACKED PENDING ITS RE-U IC ACID TALLATI1. DD NOT START PLAN MIN, D, Fat THE FILLING OF HOLES, PITS AND BEDS. POTASH 10,0% UNSATISFACTORY CONDITIONS ARE CORRECTED. F ALL DEPRESSIONS PREPARATION F. , VOIDS, EROSION SCARS AND SETTLED 3.02 PREP WATERING SHALL BE FILLED D. PLANTS SHALL BE REINED FROM COITAIIERS IN SUCH A SHALL BE VIL -GRO, BANDIW OR KELLOGG. A, GENIERAL� THE AREAS TD RECEIVE TEES, SHRUBS. TRENCHES GENERATED BY THE DEEP R TH AMENDED SOIL AND BROUGHT TO FINISH GRADE. MANNER THAT THE BALL EARTH SURROUNDING THE RATS IS O2 D SUBSTITUTION. ORGANIC SOIL ENHNANCE R AND HYDROSEED PLANTINGS AND THEIR WI MST BROCEN, AND THEY SHALL BE PLANTED AND WATERS AND SOIL. ACTIVATOR SHALL BE SARVOi. RESPECTIVE REQUIREMENTS FOR DATED TOPSOIL► G. APPLY NAIAD VETTING AGENT 4 OZ. PER 1,040 S.F. AT THE IMMEDIATELY AFTER THE REMOVAL FROM THE CONTAINERS, F. POST PLANT FERTILIZER CMAINTENANCE)i FERTILIZER FERTILIZING SOIL CONDITIONING, AND OTHER TREATMENT FIRST SPRAY SOIL AMENDMENTS, E THE PLANTS SHALL BE PLANTED AT A IC AS DEFINED ON THE DRAWINGS, EQUIPMENT E. WED LOCAT WITH C UAL) SHALL B A CO MBINATION OF NATURAL ORGAN SHALL OF THE GROUND SURFACE AND FOR THE HERETOF SPECIFIED AMENDMENTS AND SOIL S FREE - FLOWING, NECESSARY FOR PREPARAT 3,04 FINISH GRADING SUITABLE C APPLICAT0 WITH APPROVED E AND HANDLING AND PLACING ALL REQUIRED MATERIAL SHALL BE ON A, FINISH GRADES SHALL BE AS INDICATED ON GRADING PLAN. BACKFILL. SUITABLE Fat AVAILABLE HAND IN GAD WORKING CONDITION. W ORK BE THE GROUND HAS F. BACKFiLC SHALL BE PLACED AT THE BOTTOM �' EACH HOLE AND CONTAIN THE FOLLOWING MINIMUM PERFORMED ONLY DURING PERIODS WHEN BENEFICIAL RESULTS B. FINISH GRADES SHALL BE MEASURED AFT THOROUGHL WATERED AND COMPACTED TO A DEPTH PERCENTAGES BY WEIGHT SO THAT SHALL [IF WATERED -IN AND MECHANICALL Y COMPACTED AND SETTLED, AN BE OBTAIED. MINUS 0.1 FAT WHEN A PLANT IS PLACED IN THE HIE, ITS ROOT CROWN IS NITROGEN 14A% MIN. C AND GRUBBING PRIOR TO RIPPING AND TILLAGE THE FINAL GRADE SHALL BE WITHIN PLUS S ELEVATIONS AND GRADE LIES INDICATED O+ THE SLIGHTLY ABOVE THE ES TABLISHED FINAL GRADE. AND UNLESS N+UNLESS E 4 MtINL VEGE IN THE AREA TO BE THE SPOT SE NOTED SHALL BE RAISED OR AS DIRECTED SULFATE t-01-1-0 E' OPERATIONS, A� AND CLEARED FRO! THE SITE. CIVIL S DRAWING, BY THE OWNER'S REPRESENTATIVE. REMAINDER OF NIITROGEN 6,75% VIA TERSUL WATER INISO.UBLE SHALL BE D SURFACE SHAL BE CLEARED a' ALL MATERIAL G EASE TOP AND TOP OP ALL EXISTING SUES. 7.OX MBN, THE GROG ACCUMULATED DURING CONSTRUC AND ALL G. PLANTING TABLETS SHALL BE PLACED IN EACH PLANTING HIE P IG ACID 3.0% MIN. UGH WHICH MIGHT HINDER PROPER GRADING, TILLAGE, D. ALL UNDULATIONS AND IRREGULARITIES IN THE P� T ALL AT THE FOLLOWING RATES AND PER THE MIANUFACTURER'S P OTAS H SURFACES RESULTING FROM TILLAGE, ROTOTILLING IRON 2.0% PLANTING AND SUBSEQUENT MAINTENANCE OPERATION ALL RECOMMENDATIONS.) 0.137E MATERIALS AND DEBRIS SHALL BE LAWFULLY DISPOSED OTHER OPERATIONS SHALL BE LEVELED AND FLOATED OUT ZINC GRUBBED BEFatE PLANTING OPERATIONS ARE INITIATED, 1 - S GRAM TABLET PER INDIVIDUAL LINER AND FLAT Q13X OF � THE SITE BY THE CONTRACTOR AT HIS COST, 2.07E RACKS OVER 2' ACTON SHALL TAKE EVERY PRECAUTION TO PROTECT SIZE PLANT. I CALCIUM C. OBSTRUCTION BELOW GROLN�ID� ALL ACE GRAM TABLET PER GALL E. THE CONTRACTOR i - 21 ON CONTACONTAINER. TI S SHALL BE AND A NOT IN DIAMETER AND OTHER �TRUC _ AVOID DAMAGE TO SPRINKLER HEADS. IRRIGATION LINES,, PLANTS GRADING 3 - 21 GRAM TABLETS PER 3 GALLON CONTAINER ALL HIS GR _ CONTAINER, H, REJECTION AND SUB.STITUTION� TO THE DEPTH NECESSARY TO PERMIT PROPER FINE AND OTHER UTILITIES DURING RE S HEREIN SPECIFIED SHALL BE AND 4 21 GRAM TABLET PER 1S GALL THE T � PLANTING ACCatDDrG TO PLANS COIDITI�ING OPERATIONS. - S � s 1 21 GRAM TABLET PER EACH 4 INCH BOX SIZE. CONSIDERED DEFECTIVE► AND SUCH PLANT ALL UTILITY LIMES UNCOVERED [ NOT,, BE MARKED AS REJECTED AND BE I!8!EDIATELY SPECIFICATIONS. CUT BELOW GRADE AND CAPPED OP F, FINAL FINISH GRADES SHALL INSURE POSITIVE DRAINAGE OF FROi THE SITE THE WOPK AND GVED WITH OR SEVERED SHALL. WITH ALL SURFACE AWAY FROM BUILDINGS, RANDOM TESTING TO VERIFY PLANTING TABLET INSTALLATION MIATERIALg SHALL PLUE"�GED WITH CONCRETE, EXPLOSIVES SHALL NOT BE . USED THE SITE VI M CURBS, AND TpWARD ROADWAYS, DRAINS AND SHALL BE CONDUCTED BY THE OWNER'S REPRESENTATIVE. ACCEPTABLE PLANT MATERIALS, THE PLAN Fat SAL. WHO THE LOCATION UTILITY LIES IS WALLS, DYER MEET ALL APPLICABLE INSPECTIONS READ BY L.AV, ALL MADE KNOWN TO THE CATCH BASINS. H. No PLANT WILL BE ACCEPTED IF THE R�TBALC IS BROCEN OR ` ON THE PLANTS OR HAS BEEN SIZE. ACNE, FAR _ SHALL BE REPAIRED CRACKED EITHER BEFaE, DURINNG.- at AFTER THE PROCESS [B' PLANTS SHALL BE THE SPECIES, VARIETY, AND/Olt AS CONTRACTOR, ALL DAMAGE TO THESE LIES E COLOR AND CCONDITION CONDITION AS .SPECIFIED HEREIN Y THE L G. FINAL GRADES SHALL BE ACCEPTABLE TO THE LANDSCAPE INSTALLATION.- D B V BE ALCOVED TO D GATED ON THE DRAWINGS. UNDER NO Wes- BY THE TOR A MANOR ARCHITECT IIEFa�E PLANTING OPERATIONS ILL ANY SAS PLANT SPECIES, VARIETY, OR CT AND AFFECTED UTILITY. BEGIN, I. ALL PLANTS SHALL BE TH Y WATERED TO THE FULL TIERE BE IMME DIATELY AFTER PLANTM REDUCED SIZE Fat THOSE LISTED ON THE AANYING 8, DEEP RIPPING' ALL AREAS (INCLUDING SUES) TO RECEIVE' DEPTH EACH PLANTING HIE IMlE THE EXPRESS WRITTEN DING SHALL BE DEEP H. PLANTING SURFACES SHALL HE GRADED WITH N� LESS THAN 2 DRAI�IDNGS, EXCEPT WITH SHRUBS, AN HYDROSEE TO A DEPTH TWELVE C12) INN(�FES PERCENT SURFACE SLOPE FOP PDSITIVE DRAINAGE: K. �XDo ALL. TREES AND OTHER PLANTS INDICATED ON THE THE LANDSCAPE ARCHITECT. RIPPED AND DIED T RESERVES THE DIRECTIONS, IS SHALL BE REMOVED REMOVED FROM PLANTING PLANS SHALL GUYED AS DETAILED. I. RIGHT TO CHANGES, THE LANDSCAPE ARCHITECT I N ALL I. ALL ROCK AND DEBR AND ROTOTU -LING IN ACCatDANCE WITH THE L. THE CONTRACTOR SHALL BE RESPONSIBLE Fat ALL SURFACE AND RIGHT TO CNNAI+IC�E THE SPECIES. VARIETY AND/OR SIZES 3,03 � NTS, FERTILIZING AREAS AND THEN FROM THE SITE PLANT MATERIAL TO BE FURNISHED, PROVIDED THAT THE COST A. RATE OF APPLICATION IS Fat BIDDING PLNtPOSES a'iL -Y. SOIL Lpl„IING CRITERIA, i' DNA. IN LAWN AREAS. 2' DIAL IN SUBSURFACE DRAINAGE REQUIRED WHICH MAY AFFECT HIS i OF SUCH PLANT �S DOES NOT EXCEED THE COST TEST MAY REDUCE at INCREASE TOTAL - T SHRUB AREA, 2' DIA, IN HYDRDSEED AREAS. GUARANTEE THE TREES, SHBRUBS AND VINES. PLANTS IN THE ORIGINAL BID. THE TOR SHALL BE YARDAGE. ADJUSTMENTS (PLUS OR MINUS) MAY BE NECESSARY. NOTIFIED AND CONFIRMED IN WRITING PRIOR TO SIXTY (60) Tat SHALL OBTAIN AT LEAST TWO SOIL TESTS OF J. FINNISH GRADE SHALL BE 2' BELOW FINISH PAVING SURFACE IN DAYS � THE PLANTING RATION HAS ROUGH GRADE AT SITE AND SUBMIT RESULTS TO THE LANDSCAPE SHRUB AREAS, CHANGES IN THE SIZE ANID /Ot VARIETY O' ANY PLANT TD BE ARCHITECT FOR INTERPRETATION AND RECOMMENDAT NDATN FURNISHED WHICH INVOLVES A REDUCTION OR ADDITION . IN B, AFTER THE AREAS HAVE BEEN DEEP RIPPED, THE FOLLOWING 3.03 PLANTING INSTALLATION INSTALLATION ADJUSTED IN THE CONTRACT COST, A. TIMINGo ACTUAL PLANTING SHALL BE PERFORMED DURING COST SHALL RE RATES OF SDI( AMENDMENT MATER IALS SHALL BE EVENLY PERIODS WHEN WEATHER AND SAIL CONDITIONS ARE PLANTING AREAS AND SHALL BE Y THESE ITIOM THE LANDSCAPE ARCHITECT RESERVES SERVES THE SPREAD OVER ALL PLANT SUITABLE AND IN ACCORDANCE WITH LOCALLY ACCEPTABLE J. RAT COND RIGHT TD INSPECT RAT CONDITION CONDITION IT ANY SPECIES, SCARIFIED TO AN AVERAGE DEPTH OF SIX INCHES BY PARTICULARLY THOSE CROWN FROM SEED, AND IF FOUND RDTCTILLING A MINIMUM OF TWO ALTERNATING PASSES. PRACTICE. DEFECTIVE, TO REJECT THE PLANTS REPRESENTED BY THE AMENDMENT MUST BE INTIMATELY BLENDED WITH SOIL, B. LAYOUT OP TREESs ALL TREES (24'. BOX SIZE AND LARGER) DEFECTIVE SAMNPLE, SOIL AMENDMENT 6 CUBIC YARDS PER 1,000 SQ. SHALL REPLACED IN THE LANDSCAPE PER THE ,DIRECTION OF THE LANDSCAPE ARCHITECT PRIM TO INSTALLATION � ��sc►� f � K. PROTECTION ALL PLANTS AT ALL TIMES SHALL BE HANDLED FT. TO A DEPTH OP 8 . IRRIGATION SYSTEM. THE TREES SHALL THEN BE MOVED SO ARE ADEQUATELY PROTECTED FROM THiAT PLANTING HIES CAN BE EXCAVATED AND A AMENDED. THE �� ��+ PLANTING S PSE C 1 F 1 C AT I 0 N S L - AND STORED SO THAT T THEY GYPSUM ' 120 LBS. PER 1,000 - SQ. FT. 8 DRYING OUT, FROM WIND BURN, AND FROM ALL OTHER INJURY, N BE INSTALLED IN THEIR RESPECTIVE SMI SULPHUR 10 LBS. PER 1,000 SQ. FT, TREES SHALL THEN HAS BY THE OVNER ?S REPRESENTATIVE T O PLAN DE SQ, FT, AND POSITIOED IN THE HOLES PER DIRECTION THE JOB# 2727 ALL AND IRON SULFATE 10 LBS. PER 1,000 BE WILTED, AXU* D, OR DRIED OUT, MAY BE REJECTED, LANDSCAPE ARCHITECT, FROM THE SITE. THE TOR ?S ON-SITE PLANT C MAC) i -iv-10 SHALL BE APPLIED AT T s P. B E N E D ETT I REMOVED FERTILIZER STORAGE AREA SHALL BE D BY THE OWNER RATE O' 30 POUNDS PER THOUSAND SQUARE FEET Al+a Dot. LANDSCAPE ARC REf PRESENTATIVE PRIOR To THE DELIVERY a" ANY PLANT SCARIFIED INTO THE TOP TWO INCHES OP FINISH GRADE. t. 641 X07 . � � 4403 MANCHESTER AWE. sTE. 201 MATERIALS. FERTILIZER SHALL BE APPLIED AFTER LEACHING OPERATION 3 OF CUs► -► E N C 1 N 1 TAS , C::^ 92024 760.479.0644 FAX 760.479.0645 f 1 ENT DRAWING N0. APPROVALS C! TY OF E N C I N 1 TA S ENGINEERING DEPARTM REVISION APPROVED DATE REFEREES D ATE NoText