Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Palms To Pines Commercial Center - 1_1
w.... y LAN PREPARED BY: 15 'I � Y . Y /Mi 5� � `fah'•. �i I �.,'�ii! y M.n !. 1 ! Q4Nk IY✓C AI k 1� .K� 7ryt';r I ^wy! f �w w 14'a 17 of the k ert Identifi- `+ � be issued be valid. TM ,t 4 TOLL Fft8a► ! - � •I Two working !; '��s be qlow u x A . .. N S AN®ASSOCIATES INC 33 2 82 Mill Creek Drive, Suite 225 } ' Laguna Hills California 92653-1684 x x Phone: 949.588.5050 &�q 122' REVISION r. f APPR001-, � r Q NUMBER REVI$ ONE SIGNA RIPTION 'TE D IY ATE 3 A Of A x� } k I- 4 e, S n kva � W z s U . p O VED - - Ar PRQ.k.' I.ANDSGAPE PACKAGE FINAL { -- DATE' ' .��'t3EVtEV�EDB ' � LL t • Vi-Y 4 f '�+�...ar 4lk{' 4�3.N'Mn GENERAL NOTES RELEVANT AGENCIES CONSULTANTS ) VICINITYP W w 1 .0 GENERAL SITE 1.1 THE CONTRACTOR SHALL TAKE ALL PRECAUTIONARY MEASURES NECESSARY TO PROTECT EXISTING IMPROVEMENTS FROM DAMAGE. ALL SUCH Ids PROVEMENTS OR STRUCTURAL DAMAGE BY THE CONTRACTORS, OPERATIONS SHALL BE REPAIRED THE CITY 0 F PALM DESERT' Q AT THE EXPENSE OF THE CONTRACTOR. ~ `r O^RECONSTRUCTED TO THE SATISFACTION OF THE OWNERS REPRESENTATIVE, w 1.2 DISCREPANCIES BETWEEN THE PLANS AND SITE CONDITIONS WITHIN THE LIMITS OF WORK ARE TO BE BROUGHT TO THE 10 FRED WARING DRIVE-5 ,.. a j ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO COMMENCING CONSTRUCTION. 73 ARCHITECT. LANDSCAPE ARCHITECT. VERIFY ALL QUANTITIES AND IS RESPONSIBLE FOR INSTALLING ALL IMPROVEMENTS AS SHOWN ON GA 92260 1.3 CONTRACTOR SHALL VE PALM DESERT THE DRAWINGS, REGARDLESS OF DISCREPANCIES WITH WRITTEN QUANTITIES. PH. 760 346-0611 ( ) ARCHITECTURAL COMPUTER SERVICES DAVID EVANS & ASSOCIATES f=RED WAKING I�RI'�!E 1.4 ALL WORK SHALL CONFORM TO LOCAL CITY, COUNTY, AND COMMUNITY STANDARDS UNLESS NOTED OTHERWISE. CONTACT: LANDSCAPE MANAGER OR SPECIALIST 570 E. LA CADENA DR., BLD. A, STE. C 23382 MILL CREEK DRIVE, SUITE 225 1.5 'zRIFY LOCATION OF ALL VAULTS, ELECTRICAL DUCT BANKS, MANHOLES, CONDUIT AND PIPING, DRAINAGE STRUCTURES k. RIVERSIDE, CA 92501 LACUNA HILLS, GA 92653 pi i �- OTHER UTILITIES. COACH ELLA VALLEY WATER DISTRICT. PH. 909 686-3344 PH. (949 588-505o u ,- ERT � �n BUILDING OR THE CENTERLINE OF COLUMNS OR TREES UNLESS ) l ) pES x 1.6 tr,KE ALL DIMENSIONS FROM BACK OF CURB, WALL, OR 'E UAL'ARE EQUAL DISTANCE MEASUREMENTS TO DESIGNATED OTHERWISE NOTED. ALL DIMENSIONS CALLED OUT AS Q WATER MANAGEMENT SPECIALIST, P.Q. BOX 1058 CONTACT. DOUGLAS A. SGHULTZ CONTACT. RICK HUME �` � Q PALM WN CENTER Z TO CENTERLINE(S). COACHELLA, CA 92236 � � 0 1.7 TAKE ALL DIMENSIONS PERPENDICULAR TO ANY REFERENCE LINE,WORK LINE, FACE OF BUILDING, FACE OF WALL OR C :2 CENTERLINE. PH. (760) 398-0651 " 1.8 VERIFY LOCATION OF ALL BUILDINGS,WALLS, ROADS,AND CURBS AFFECTING LANDSCAPE SCOPE OF WORK. CONTACT: DON ACKLEY r HIGHWAY 111 2.0 FINISH GRADES 1 COMPANY: `•, LU 2.1 FINISH GRADE REFERS TO TOP OF MULCHED AREAS. THE GAS 2.2 MATCH GRADES, LAYOUT AND ELEVATION OF ADJOINING LANDSCAPE WORK BY OTHERS. NOTIFY THE LANDSCAPE 427-2200 ENGINEER. ARCHITECT OF CONFLICTS BEFORE PROCEEDING WITH CONSTRUCTION. PH. (800) ELECTRICAL ENGINEER. EL PASS° 2.3 TWO (2)WORKING DAYS PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL CONTACT: / . JOSEP11 E. BONADIMAN & ASSOCIATES r ENGINEERING Q - UNDERGROUND SERVICE ALERT (800)422-4133 V ERIZON TELEPHONE _. DREAM UTILITIES, SERVICES, AND PUBLIC WORKS AGENCIES IN THAT AREA. ----- U) THEY, IN TURN,WILL CONTACT ALL OF THE APPROPRIATE U 588 WEST SIXTH STREET 72330 CANYON LANE �� UJ2.4 LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND NOTING ANY UNDERGROUND UTILITY LINES PRIOR PH. (800} 4$3-4000 SAN BERNARDINO, CA 92427 PALM DESERT, CA 92260 DAMAGED BY �• T N OR OTHER RE LATED SITE WORK. RESTORATION OF UTILITIES LAN I TRENCHING, P G TO G GRADING, OF THE OWNER. PH. 90 - 478CL > LLI E MADE AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTIONI�C N� t ) PH. 760 773 4 CONTRACTOR SHAD t3SOUTHERN CALIFORNIA ED 4 ) 2.5 ALL FINISHED GRADES SHALL PROVIDE FOR NATURAL RUNOFF OF WATER WITHOUT LOW SPOTS OR POCKETS. SET FLOW -- CONTACT: EDWARD J. BONADIMAN CONTACT: JOE NOLAN z � LINES ACCURATELY AND PROVIDE A MINIMUM OF 1% GRADIENT UNLESS OTHERWISE NOTED. REFER TO CIVIL ENGINEERS PH. (800) 655-4555 SITE FOR GRADING INFORMATION. � ~�� ! ,�t DRAWINGSG QQ' W 2.6 HOLD FINISHED GRADES FOR SHRUBS AND GROUND COVER AREAS 1"BELOW TOP OF ADJACENT PAVEMENT, OR CURBS, z > UNLESS OTHERWISE NOTED ON THE DRAWINGS. co O � < Q 2.7 GRADUALLY ROUND OFF TOPS AND TOES OF ALL PLANTED SLOPES TO PRODUCE A SMOOTH YET ARCHITECTURAL NOT TO SCALE TRANSITION BETWEEN RELATIVELY LEVEL AREAS AND SLOPES. (� VICINITY MAP �.. ,`. 2.8 ALL LANDSCAPE GRADES AND SPOT ELEVATIONS ARE BASED UPON GRADES INDICATED ON LATEST CIVIL ENGINEERS W 0 :D ry DRAWINGS. 2.9 CONFLICTS OR DISCREPANCIES WITH GRADES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND O mod' UJ 0 L.L CIVIL ENGINEER IMMEDIATELY AND PRIOR TO PROCEEDING WITH WORK. a 3.0 CAST-IN-PLACE CONCRETE N/A 4.0 MASONRY WALLS (N/A) INDEX of DRAwINGs/ALOCATION MAP a- < (D co 5.0 STUCCO SYSTEM (N/A) 6.0 PAINTING (N/A) W, £ 7.0 SITE METAL (N/A) moo , Ck.0 IRRIGATION SEE PLAN SHEET SHEET NAME SHEET NUMBER '�' STATE HIGHWAY( } HWAY � 1'I PLANTING (SEE PLAN) _ y Signotura CIVIL PLANS) 1 TITLE (COVER SHEET) L-1 .0 F ED ACC ESSIBLE FACILITIES AND/OR HANDICAPPED F REQUIRED 3 LE ADING TO AND FROM Q 2 IRRIGATION PLAN L-2.0 OLLOWS: (REFER TO CIVIL PLANS) D WIDTH OF AN EXIT SERVING THE FACILITY. {SEE PLANS - BUT NO LESS THAN THE REQUIRE 3 IRRIGATION PLAN L 2.1 OT A P� S SERVING THE PRIMARY ENTRANC E OF A BUILDING WITH OCCUPANCY OF 300 OR MORE O � � � sJ k � � r r , _�VMIWfr�■���py �� ����.�� � � � ;''�� b�,�F<..� � J ,� Y .��"�- w�� _ry REVISIONS: DTH. 7 1 4 IRRIGATION DETAILS L-2•2 v a x � x ytxF .,F o �- •h�� � � � �h��� .,... <F,a' v. a : �:. � �, ,, �,. , a � �,rF � � �, � .,;F -. �� CITY SUBMITTAL 65% SLOPE FROM 1:20 4.9% MAXIMUM WITH A MAXIMUM CROSS SLOPE OF 2/o AND MINIMUM 1 "R�"{"£ �ay v� ..:'..,, �.' � ��� Ott 4 x�`a. ��,wy� '� ..Y � � �4 ��� rt' ,.X t f+�,'�'. tea ��t �� 'i ( ) OCCURS NEXT TO Q =r _ ry ` . . r t " i SUBMITTAL 100% RNING CURBS ARE REQUIRED WHERE A 4 OR GREATER DROP-OFF5 IRRIGATION SPECIFICATIONS L-2.3 OR DRIVEWAY � ,:} � • `• ; � , '�. r CITY { t' �" � _ O �� s CITY COMMENTS 1:20 (5%)TO 1:12(8.3%) MAXIMUM. RAMP SLOPES OF 1:16 TO 1:12 MUST BE SLIP RESISTANT. 6 TREE PLAN ' - BROOM FINISH L-3.0 :16 ARE TO BE AT LEAST AS SLIP RESISTANT AS A MEDIUM ROCK SALT OR "AVE A MAXIMUM CROSS SLOPE OF 2/o AND MINIMUM OF 1\ . 7 TREE PLAN L-3.1 � T THE TOP AND BOTTOM OF EVERY RAMP, AT INTERVALS NOT EXCEEDING 30" r - ,i � � - MATCNLINE CHANGE IN DIRECTION. 8 PLANTING PLAN y TO BE NOT LESS THAN 60 THAN 60"LONG IN THE DIRECTION OF WIDE AND NOT LESS � MATCHLINE � 9 PLANTING PLAN L-3.3 �.r rt t�. �.�. �wt� _ > DRAWN DESIGNED ' DINGS SHALL BE 60" LONG, MINIMUM, IN DIRECTION OF TRAVEL AND 60 LONG AT A 3 ION EXCEEDING 30 DEGREES. 10 PLANTING DETAILS L-3.4 � � tliitITS L-2. 1 ,L- . 1 �L-3. JEHA JXP PROJECT NUMBER " MINIMUM.E 72 LONG MI ARE TO B AIGXO©00-0001 0 GATE)SWINGS INTO A LANDING,THE LANDING SHALL BE 60" MINIMUM (VERIFY WITH 11 PLANTING SPECIFICATIONS L-3.5, SIDE WITH OPENING ANDS HALL EXTEND AT LEAST 24" BEYOND THE STRIKE SIDE OF ~ DRAWING TITLE E�/_j'E I V TERIOR RAMP). THE DOOR IN ANY POSITION SHALL NOT REDUCE THE REQUIRED }' N 3-V WHEN FULLY OPEN. _ LONG NOT BOUNDED BY A WALL OR FENC E ARE TO HAVE 2 HIGH CURBS OR WHEEL j , ABOVE RAMP SURFACE. 6 HIGH WARNING CURBS ARE REQUIRED WHERE A 4 ORti . . . - DESERT4 _ .� TITLE ,-�M ,. y; �. W. CITY OF PALM t " STREET ODRIVEWAY). �� NEXT TO RAMP (EXCEPT AT °- ~ � I COMMUNITY DEVELOPMENT DEPARTMENT EL PASEO COVER SHE N EACH SIDE OF A RAMP WHICH EXCEEDS A SLOPE OF 1:20 (5/o). LOCATE RAILS 34 GRIP PORTION OF HANDRAIL TO BE 1-1/4"TO 2"WIDE, SPACE 1 A"OR MORE FROM C; ;.=;- -- This set of plans and specifications must be kept on the job at all times and it us unlawful to make any changes or alterations on same T HANDRAIL POSTS ON CURBS WHERE REQUIRED OR PROVIDE ADDITIONAL LOW GUARD - without written permission from the City of Palm Desert Community Development Department. The stamping of these plans and ANDRAILS, AND/OR CURBS, 12"BEYOND RAMP AT TOP AND BOTTOM LANDINGS AND specifications SHALL NOT be held to permit or be an approval of the violation of any provisions of any City 0rdinance or State Law. """'--- Total Project Landscape Area Is 33,784 S.F. • I) 4f The Landsc a Area Consists Of Appropriate LOCATION MAP DRAWING SHEET Note. A N 509 ARE REQUIRED IN ADDITION TO HANDRAILS WHERE VERTICAL DROP-OFF � p .NOT TO SCALE _ "Desert Plantings" - No Turf. 1 now OF 11 LESS OR A HORIZONTAL PROJECTION OF 72"AND LESS DO NOT REQUIRE HAND- -~ 4"WIDE WARNING CURB ON EACH SIDE RUNNING THE FULL LENGTH OF THE RAMP. i i PLAN PREPARED BY: IRRIGATION LEGEND SYMBOL MANUFACTURER MODEL NUMBER AND DESCRIPTION RADIUS FLOW P.S.I. ' I RAINBIRD 1402 PRESSURE COMPENSATING BUBBLER - PALM TREES (3 PER TREE) FLOOD 0.5 G.P.M. 20 A RAINBIRD 1401 PRESSURE COMPENSATING BUBBLER - BUBBLER & SCH. 80 RISER ASSEMBLY (4 PER TREE) FLOOD 0.25 G.P.M. 20 RAINBIRD MULTI-OUTLET XERI-BUG - XBT-20-6 - DRIP & SCH. 80 RISER ASSEMBLY (1 PER SHRUB) EMITTER 2.0 G.P.H 20 m RAINBIRD MULTI-OUTLET XERI-BUG - XBT-10-6 - DRIP & SCH. 80 RISER ASSEMBLY (1 PER GROUND COVER) EMITTER 1.0 G.P.H. 20 RAINBIRD XCZ-100 CONTROL ZONE W/RAINBIRD GB SERIES 1" BRASS VALVE TM ® RAINBIRD GB SERIES ELECTRIC REMOTE CONTROL VALVE - MINIMUM SIZE 11/2" - (PALM & TREE IRRIGATION) RAINBIRD 33-DRC 3/4" QUICK COUPLING VALVE HAMMOND 8301 FULL PORT OPENING BALL VALVE - LINE SIZE C RAINBIRD ESP-32MC AUTOMATIC CONTROLLER DAVID EVANS PVC PRESSURE MAINLINE (BURY 18" MIN.) - CLASS 315 - 2" AND LARGER, SCH 40 1-1/2- AND SMALLER AND A S S O C I AT E S INC PVC NON-PRESSURE LATERAL LINE (BURY 12" MIN.) - SCH 40 23382 Mill Creek Drive, Suite 225 — — — — — PVC PIPE SLEEVE - SCH 40 Laguna Hills California 92653-1684 i -- PVC WIRE SLEEVE - SCH 40 Phone: 949.588.5050 /-- GALLONS PER MINUTE FLOW A-# CONTROLLER STATION 1" VALVE SIZE L NOTES: L WATER POINT OF CONNECTION AND IRRIGATON CONTROLLER ARE EXISTING. I a WATER SERVICE PROVIDED BY : CVWD, ON-SITE PRESSURE IS (70) P.S.I. @ P.O.C. INSTALL ONE (1 GPH) EMITTER FOR EACH 1 GALLON SHRUB i INSTALL ONE (2 GPH) EMITTER FOR EACH 5 GALLON SHRUB �.1..� INSTALL FOUR (0.25 G.P.M.) BUBBLERS FOR EACH 24" BOX TREE. INSTALL THREE (0.50 GPM) BUBBLERS FOR EACH PALM TREE. 04 zQ F- _j - U) W Z Uj c0 LL O Q aC o a1 0 2 GPM A-6 DRIP 1" 29 GPM A-5 21 GPM A-9 W W a: 9 GPM A-2f BUBBLER 11/2" BUB8IER 11l2" BUBBLER 11/2 15 ZP_ A 3 3 GPM A-4 t � BUBBLER 11/2" DRIP 1" V ,f 2 W 0 i - 9 GPM A-7 3 GPM A-8 ' BUBBLER 11/2" DRIP 1" N ".-�. �.-.. "-e-.•, ��,.+.•..,w.......-.w......,--,,,..,.,,,-•.�...— $a t . I r, ,Jac 4i'e a s 4 0 A.. "� .� .Y e y�°, ' 'Y—'._ �-,♦ e icy g a °, I ,�1•• ,•� ,�• A � as '! • i , ,,+ern. '"� • ♦ � ��r 2" `' Y e ° ° . A W a • v. ___. ; �TT 4°SLV- IN- ""n' , ., a o a "SLV- °x `4"SLV- -"' + ' +♦� • 'i. '•• a';` h • Qom.. � 1..�.. SLV-L 2"SLV I E- °„$'`• • • • • •wa .r Q • • ' LV T C' 2"SLV- _ ••d • • ~•ww,; 8'. F- I Q - 2"SLV TL---LLJ g • 9 • .«»- .". ... NOT A FART m ♦ a • • 1114* - i < 4GPM Al v , # �w— ____- DRIP 1" �3 • • • I • ��J' • �a 240) m , • I a CHEVRON STATION L .eA • ,�. • • . M, m �g ( 40) I { d NOT A PART 1 RT �,... • p• 's � • • • "� '�a 3!4• m N C'7 314" ` "^^ -+- °' • �- �•,� � -.. „� - _._ . _. -.2"SLV-LATE___. v I ♦ '' ° ♦ 2"SLV.IA - - -- -3"SLV-LATL_.. -. --._ l N ° �a +,.'• , • + .'3.SLV-LATE au• • J L • 1 04) ,g X M I r LJ i c14N NOT A PART I { "•= I , ' Q I I I z• . • I I U I I J J "" N �� 1 I c �i' ////// I I u D' 0 I ( jib,• I I I I I ( ( 0 CL 100 I � { a 3 ; ( ( e Sb • I I I "`� I I I I I { LL n a. ( c a - cv g z T a N i J %ft:jM Q (• �• • -11>T I I I o • I • • • I IDS 04 • • • • • • ♦ • • • 1 I I �O �, F i REFER TO PLANTING AND IRRIGATION PLANS PREPARE9 Signature o AND ASSOCIATES FORTHIAREA. cn i ] � cn N N 0 �5j ' U ( I \ I { 0 �r Date `Q . F �F • �' CAL p • - ' SLV-LA - - - • - - -2 LV-LATE - - - - 0 0 � - , • • - SL - T - - x _ c • • ' REVISIONS: ,!q• w CITY SUBMITTAL (65%) 06.26.02 CITY SUBMITTAL (100%) 07.16.02 � - o � CITY COMMENTS 0$.16.02 w Y - 23 GPM BUBBLER 11/2" N a { {t a i N ( i `i a DRAWN DESIGNED CHECKED j USQ JEHA JXP FTH N C3 AIGX0000-0001 08.16.02 N ¢ � PROJECT NUMBER DATE Qw { TL� o DRAWING TITLE 100 MATCHLINESCALE: 1 "=20' � � , on AUGUST 16, 2002 U � IRRIGATION j THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN PLAN j o ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1,CHAPTER 3,ARTICLE 10.8,SECTION 0 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION o a, WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) i% DATE WATER MANAGEMENT SPECIALIST a DRAWING SHEET ,� � W 20F 11Lm2mO DATE SERVICE DIRECTOR ox PLAN PREPARED BY: v I Z SHE JZ MATCHLINE . IIIIIIIIIIIIIIP W SHE MATCHLINE I EXIST. 5L,.DG 5IG 5 SFORTING CrtOODS/STAFLES RETAIL. 5UILDINC.� RETAIL �3UIL.t� iNC� { 23054 S.F. 20,800 S.F. 1 ,400 S.F. ( ( TM - LI I DAVID EVANS AND ASSOCIATES INC N 23382 Mill Creek Drive, Suite 225 Laguna Hills California 92653-1684 NOTE: CONTROLLER IS EXISTIN .CONTRACTOR UPGRADE EXISTING CONTROLLER TO A RAtNBtRD ESP-32MC• 0 Phone: 949.588.5050 G _..- .. - LOADING AREA W CL �.....® ..,o.....� w.....e .".o•,*- ww..-. ......,moo ..a..,",. r '� 14 _7_, �4 "�• r ° r 3r4' .31A ' ( ' y JW z „ra• I I RETAIL 5UILC> INGI W o a • •�°• �; - -3"sLLv TIC" A-11 4 GPM g U.REF TO PLANTING AND IRRIGATION PLAN PARE6120 I' --2"SLV-LATL- - 1" DRIP `�- N _. _._I a 52.31 F.F. �• -"-- •---��"" �-�, (25 ) - a-13 9 GPM A-12 1 o Y PETER NDOW AND ASSOCIATES FOR THIS AREA. • �. I BUBBLER 11/2" BUBBLE r 1 O I _ ry x�., I�' �* 3"SL ATL_ ! _ SLV_LA`fL _ • 2"SL LAT ! % ! `R - - • - - - ! �- Q J UJ Ar-A - - _ -2 SLV-LA - - - • ,� a",-,a,-, W -2 SLV-LA L- - -2 SLV-LA 34" ! •r4 • • iv 314" ! - � � i�/t)t 00" It 2 - �. gg C14 < 0 Q_ Mi., ZLLJ a X t C) A 0 CL i..i� 01 Q _ � 11 �..-� • • • I Q 314' oz` / .a" a ,�„� .»....a ! • ! ,• ,.,,, ».. ..."..... ....,.."« .......- ...«,.�. �... ..... .. O ..,«....... a _, °��� 1 o POC =- 4"SLV-MAIN- - - - -- - - - -� A-14 a _ _ _ OMMOMMIIIIIIIIs - �$2�5) 1 T/2" BUBBLER - _ ,.r,.-K . ""�•�. .W .M-�.-- .�`m x -3"SL - 11/2" BUBBLER • / A-16 3 GPM A-15 5 GPM ___./ NOTE. POINT OF CONNECTION IS EXISTING. \:NOTE: MAINLINE IS EXISTING. REFER 70 PLANS PAN BY PETER BRANDOW AND NDOW AND ASSOCIATES REGARDING 1" DRIP 1112" BUBBLER REFER TO PLANS BY PETER BRA a ASSOCIATES REGARDING POC LOCATION. MAINLINE POC AND CONTROLLER LOCATION, W a) UPGRADE C NTROLLER TO PROVIDE SERVICE - TO 17 VALVEFOR THIS PHASE OF WORK. - I O IRRIGATION NOTES F-- Cityof Palm Desert Cif 111�D AB325 CALCt.1 L T Water a Cu atron ha CISto x 1. IT IS THE INTENT OF THESE DRAWINGS TO INDICATE A COMPLETE AND OPERATIONAL IRRIGATION ass Plant/Irrigation ation System Type: Zone Irr, Eff. Area Seasonal Plant Factor: AB 3251RRIGATlON WATER CALCULATIONS SYSTEM GIVING FULL COVERAGE AND PEADY FOR USE BY THE OWNER. THE DRAWINGS ARE NGS W N W POINT-OF-CONNECTION �a Shrubs DripBASED ON ci Maximum Water Allowance 4 0.9 3164 1 Low PrGX00N1 me Palms To PineEto Zone#i g Center WERE MADE. ANY A E ANDANCI DING I ERRORS, ETC ON THESE DRAWINNGS IN EFFECT AT THE TIME THESE G OIR ON I �, one o. o Water t o a onversion actors Total Season Zonalto an Area onversion FactorsEstimated I POC NUMBER: #1 Factor Sq.ft. 4.62 748 MWA Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use POC#1 Project POC# SITE CHANGES,DO NOT AND SHALL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY W rQ- CONTROLLER#: #A prin 0. 42.76 - Plant Project Square Feet }Plantings7Drip Irrigation) 26 967 TO PROVIDE A COMPLETE SYSTEM AS SHOWN. IF NECESSARY,THE CONTRACTOR MAY,WHERE r -� 748 0 Summer 54.9 .33 3,164 0.62 748 9 / � 2 74 6 0.5 0 0.62 CHANGES OCCUR,ADD OR DELETE EMITTERS,REROUTE PIPE, ETC,TO ASSURE ADEQUATE w 1-1/2 Planting 26,967 26,967 AND FULL COVERAGE. ..... o WATER METER SIZE: 2 748 0 Fall-Winter 15.9 .24 3,164 0.62 748 0.9 9.0 W V I 70 PSI 3 88.4 0.5 0 0 6 61.62 ' o STATIC PRESSURE: 24 GPM 89.72 0.5 33,784 0.62 748 2,010 TOTAL Total Sq. Ft• 26,62 acres 26,967 MAXIMUM GPM: 2. IRRIGATION CONTRACTOR SHALL VERIFY ALL PRESSURES ON SITE PRIOR TO CONSTRUCTION. ., Z > � o LANDSCAPE AREA: 33,784 Seasonal Zone Water Use Target Irrigation Efficient 3. LOCATE ALL VALVES IN PLANTING AREAS. 0 1-1/2" u oto pra u np PlantlIrrigation System T e Zane Irr. Eff. Area Seasonal Plant Factor: BACKFLOW PREVENTOR: o 4 0.9 1,712 2 Low/Mod ES 60 PSI 0.8 0.75 0.9 Shrubs Drip Maximum Water Allowance: 2,010 ccfi/year 4. IRRIGATION SYSTEM IS STRICTLY DIAGRAMMATIC,THEREFORE,CONTRACTOR MUST MAKE PRESSURE REGULATOR SET AT: pnng Q Summer 43.89 46.21 53.7 54.87 Season ona to an ea Conversion F cto s Estimated Value Factor s .ft. 0.62 748 Irri. Eff. Water Use .046 acre feet/year ADJUSTMENTS IN THE FIELD TO INSURE ADEQUATE COVERAGE. �n W _- Fall-Winter 12.24 12.54 15.3 15,86 q 89.72 x.80 x(26,967 sf)x.62/748= 1,604 ccf per year v j o TOTALS 71.0$ 74.6 88 89.72 pnn eto= 89.72 '�"'� co o Summer 54.9 .46 1,712 0.62 748 0.9 32.25 5. IRRIGATION SYSTEM SHALL CONFORM TO STATE AND LOCAL CODES. v Fall-Winter 15.9 .41 1,712 0.62 748 0.9 8.33 Seasons Months Eto Plant Factor 6. THE SYSTEM SHALL BE FULLY GUARANTEED FOR A PERIOD OF ONE YEAR ANY DEFECTIVE � � � Q a 50.28 S rin Feb Mar A ril 19 4.4 L R POOR WORKMANSHIP SHALL BE REPLACED OR CORRECTED BY THE 1RRIG- w Seasonal Average Plant Factors TOTAL p 9 P MATERIAL O 00 c Z Q a e ge P a Season TuI hrub/Trees/Ground Cover u Summer May,June,July,Aug, Sept. 53Y 0.4 ATION CONTRACTOR AT NO COST TO THE OWNER. Q W 0 U. fl 1 2 3 4 5 6 7 Planf/irri ation S stem Type: Zone Irr.Eff. Area Seasonal Plant Factor: Fall/Winter Oct, Nov,Dec,Jan O CONTRACTOR SHALL SET ALL PLANT MATERIAL AND Low Low/Mad Mod Mod/High High Combined Warm Tree Bubbler 4 0.9 , 31 3 Mod 7. ALL WIRE FROM CONTROLLER TO ELECTRIC CONTROL VALVES SHALL M COPPER OF#14 DIRECT ry a ROCK IN APPROXIMATE LOCATION WHERE SHOWN ON 50% 50% 50% 62.50% 75% Season Season Zonal Eto Plant Area Conversion Factors Estimated Estimated Applied Water Use: BURIAL. USE BLACK FOR PILOT,WHITE FOR COMMON. INSTALL IN COMMON TRENCH WITH MAIN v Value Factor s .ft. 0.62 748 Irri. Eff. Water Use - S Spring 0.22 0.4 0.58 0.74 0.9 0.62 LINE PIPING WHERE POSSIBLE. � � � Q PLANS. LANDSCAPE ARCHITECT OR OWNER'S rin 19 .58 9,931 0.62 748 9 81.64 Eto x KL x sq.ft.x.62/IE*748- 100 cubic feet. per year Summer 0.33 0.46 0.58 0.74 0.9 0.54 p N AUTHORIZED REPRESENTATIVE SHALL HAVE THE RIGHT Fall nter 0.24 0.41 0.58 0.74 0.9 0.59 Summer 54.9 .58 9,931 0.62 748 .9 235.9 Planting 19 x.4 x 26,967 x.62/748 x.9= 152.9 $• PROVIDE MINIMUM 18"COVER OVER ALI..PRESSURE MAIN LINE PIPING,AND 12"OVER ALL �-• TO MODIFY LOCATIONS IF DESIRED. THERE SHALL BE Fall-Winter 15.9 .58 9,931 0.62 748 .9 68.32 g ( ) NON-PRESSURE LATERAL LINE PIPING, ALL PIPE UNDER PAVED AREAS IS TO BE INSTALLED 41 TOTAL 385 86 IN A PVC SCH.40 SLEEVE WITH 36"MIN.COVER. SLEEVE LOCATIONS TO BE AS SHOWN ON NO INSTALLATION OF PLANTING OR IRRIGATION UNTIL Spring Total 152.9 CCF X ALL PLANT LOCATIONS HAVE BEEN APPROVED BY CITY. Square Footage Calculations PLANS. CITY DEPTH REQUIREMENTS FOR PIPE SUPERSEDE ALL THE ABOVE DIMENSIONS. Total landscape Square footage 7 Plant/Irrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: Planting 53.7 x.4 x(26,967}x.62/748 x.9= 432.1 g• IRRIGATION CONTRACTOR SHALL FLUSH ALL LINES PRIOR TO INSTALLATION OF DRIP EMITTERS. �0 � 5�°£ o Palm Tree Bubbler 4 0.75 2182 5 High 432.1 CCF cx� ALL LATERAL LINES SHALL BE 3/4" Total Number of plants 555 �� Season ona to an a onversion Fa to -EstimatedSummer Total 10. DO NOT WILLFULLY INSTALL THE SYSTEM AS DESIGNED WHEN IT IS OBVIOUS IN THE FIELD `j Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Planting 15.3 x.4 x 26,967 x.62/748 x.9= 123.1 THAT UNKNOWN OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT WERE NOT KNOWN Q UNLESS NOTED OTHERWISE(TYPICAL) o .9 3182 g ( ) DURING THE DESIGN PROCESS. SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF V 4 �� �► N J Number of lants b water use /°of Total Landstape Square Footage prm SLEEVING SHALL BE INSTALLED UNDER ROADWAY AND UNDER ALL Low 211 25% 164 ,9 2182 0.62 748 .9 823.3 o a HARDSCAPED AREAS FOR USE !N THE RUNNING OF ATERAL Low/Mod 86 43% 11, FaN Wir er 54 9 9 2182 0.62 748 g 23•3 Fall/WinterTotal 123.1 CCF THE OWNER'S AUTHORIZED REPRESENTATIVE;OTHERWISE,THE IRRIGATION CONTRACTOR MUST L 643 nt 15.9 ASSUME FULL RESPONSIBILITY FOR ANY AND ALL NECESSARY REVISIONS. signature N o LINES. CONTRACTOR MAY USE EXISTING SLEEVES INHERE EVER Mod 236 24% 6,510 TOTAL 131.55j Estimated Water Use Total 708.1 CCF 1110 PRACTICABLE, Mod/High 0 0% 0 c�� H[gh 22 4°� 2182 Zone Irr.Eff. Area Seasonal Plant Factor_ MAWA= 1604.0 CCF 11. FINAL LOCATION OF AUTOMATIC CONTROLLER AND THE BACKFLOW PREVENTER SHALL B � cote �Q fl a ALL PIPING AND EQUIPMENT SHALL BE PLACED Total 555 104/0 182 Plant/Irri atfon S stem Type: DETERMINED BY OWNER'S AUTHORIZED REPRESENTATIVE AND/OR LANDSCAPE ARCHITECT. Q1 _ rubs Dri 4 0.9 0 3 Mod EWU= 708.1 CCF qTF CAL, c� WITHIN PLANTING AREA SHOWN HERE FOR N o Season Zonal Eto Plant Area Conversion Factor Estimated ,• � CLARITY ONLY Value Factor sq,ft. 0.62 748 Irri. Eff. Water Use 12. LOCATION OF P.O.C.IS ONLY DIAGRAMMATIC. LOCATION MUST BE VERIFIED IN FIELD. w Q 13. IN ADDITION TO THE SLEEVES SHOWN N THE PLAN,THE IRRIGATION CONTRACTOR SHALL a / Spring19 .58 6510 0.62 748 .9 53.5 0 o Summer 54.9 .58 6510 0.62 748 .9 154.64 BE RESPONSIBLE FOR THE INSTALLATION OF ADDITIONAL SLEEVES OF SUFFICIENT SIZE UNDER o Fall-Winter 15.9 .5$ 6510 0.62 748 9 44.7 ALL PAVED AREAS PRIOR TO PAVING UPON APPROVAL OF THE OWNER'S REPRESENTATIVE, IF REVISIONS: a� TOTAL REQUIRED TO OPERATE SYSTEMS. 252.84 CfTY SUBMITTAL (65%) 06.26.02 � a .. c Plant/Irrigation ation S stem T e: Zone Irr. Eff. Area Seasonal Plant Factor: 14. MAINLINE FEEDER BETWEEN POINT OF CONNECTION,METER AND BACKFLOW PREVENTER TO i 4 0.9 34re 1 Low BE OF MATERIAL AS REQUIRED BY CURRENT WATER DISTRICT. CITY SUBMITTAL (100%) 07.16.02 w Tree Bubbler 02 �-a Season zonal o an Area onversion Factors s ima ed 15. PRESSURE TEST MAINLINE AT 125 P.S.I. FOR 6 HOURS. 5 P.S.I.MAXIMUM LOSS. CITY COMMENTS 0 . Q Value Factor sq.ft. 0.62 748 Irri. Eff. Water Use Summmer 54.9 .33 3468 0.62 748 H 46.87 C Fall-Winter 15,9 .24 3468 4.62 748 0.9 9:87 ! j TOTAL 67.55 a � -o a i 0 DRAWN DESIGNED CHECKED i ,� JEHA JXP FTH N a PROJECT NUMBER DATE a o AIGXOOOO-0001 08.16.02 o a DRAWING TITLE J SCALE: 1 "=20' 0 o AUGUST 169 2002 oQ _ • IRRIGATION Q o THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN 3 PLAN ACCORDANCE WITH WATER CODE TITLE 7, DIVISION 1,CHAPTER 3,ARTICLE 10.8,SECTION 3 % 65597 ET SEQ.REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION j o WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) 0 o o j DATE Q Q WATER MANAGEMENT SPECIALIST DRAWING S a DATE SERVICE DIRECTOR UOU a: c� w 3 � 0x PLAN PREPARED BY- TM 0 DAVID EVANS AND ASSOCIATES INc SEE PLAN FOR VALVE SIZE 23382 Mill Creek Drive, Suite 225 SEE PLAN FOR VALVE SIZE AND SYSTEM REQUIREMENTS AND SYSTEM REQUIREMENTS Laguna Hills California 92653-1684 BROOKS OR A.E.TAN COLOR VALVE Phone: 949.588.5050 BROOKS OR A.E.TAN COLOR VALVE BOX,SEE PLAN SHEET FOR LOCATION BOX,SEE PLAN SHEET FOR LOCATION OF PROPOSED EQUIPMENT. OF PROPOSED EQUIPMENT. CONTROL WIRES WITH 24"EXPANSION COIL CONTROL WIRES WITH 24"EXPANSION COIL m m FILTER TAN PLASTIC CIRCULAR VALVE BOX m U WIRE CONNECTORS U_ = WIRE CONNECTORS SCOTCH-LOCK WIRE AMATEK OR APPROVED EQUAL CK cn PRESSURE REGULATOR SCOTCH-LOCK WIRE 1'_ - CONNECTORS OR �N co CONNECTORS OR FINISH GRADE Z N w SCHEDULE 80 UNION FINISH GRADE N APPROVED EQUAL ¢ APPROVED-EQUAL d FINISH GRADE r¢ ¢ ry W QUICK COUPLER VALVE s , TO SPRINKLERS- IN NDS 107BC ROUND ELECTRIC REMOTE co ANGLE PIPE TO ELECTRIC REMOTE TO SPRINKLERS- VALVE BOX SPECIFIED DEPTH CONTROL VALVE Z RAINBIRD 33 DRC BRASS UNION CONTROL VALVE USE A TOE NIPPLE SPECIFIED DEPTH— ANGLE PIPE TO Z � WITH 45°ELLS BRASS UNION USE A TOE NIPPLE � ,�.. N PVC NIPPLE BRICK STABILIZER TYP. WITH 45°ELLS W (Z PVC RISER PVC SCH.80 PVC SCH.80 p b PVC ST ELL 90°ELL o0 00 og g o°o g ° p Vol) o o�� �� 000Ocb�` i�OdgtSo p 00 00 000o 0 cap _0 00o O o 90 ELL OQ cep o Op o o a o _� ♦ "OU ©0 0'' o a O o PVC SCH.80 PIPE bO 0Oo �`' �� o U. Q o O o 0 0 Oo O o o G.B.SERIES VALVE ..�. G.B.SERIES 6"DEPTH OF 3/4" �� J VALVE 6"DEPTH OF 3M" NOTE: PVC SCH.80 PIPE CRUSHED ROCK BRICK STABILIZER TYP. HARDWARE CLOTH NOTE: CRUSHED ROCK •:�• 6" OF 3/4" CRUSHED TEE OR ELL ALLOW 1"TO 2"AIR SPACE COMMON AND CONTROL WIRES BUNDLE V ROCK ALLOW 1"TO 2"AIR SPACE COMMON AND CONTROL WIRES BUNDLE BETWEEN BOTTOM OF AND TAPE TO MAINLINE PER TRENCHING DETAIL SUPPLY LINE BETWEEN BOTTOM OF AND TAPE TO MAINLINE PER TRENCHING DETAIL VALVE&TOP OF 3/4" 0 VALVE&TOP OF 3/4" CRUSHED ROCK fl� CRUSHED ROCK MAINLINE SIZE AS NOTED ON PLAN MAINLINE SIZE AS NOTED ON PLAN PVC ELLS AND NIPPLE W ALL IRRIGATION VALVE BOXES REMOTE CONTROL&QUICK COUPLER ALL IRRIGATION VALVE BOXES(REMOTE CONTROL&QUICK COUPLER} { ) SHALL BE NUMBERED AND LABELED. /'1 0 SHALL BE NUMBERED AND LABELED. j J W G QUICK COUPLER DD PALM REMOTE CONTROL VALVE A DRIP REMOTE CONTROL VALVE � ry s V W 0- LL TAN PLASTIC CIRCULAR VALVE INSTALL EMITTERS AT nllk . BOX, AMATEK OR APPROVED EQUAL APPROXIMATELY 18FROM THE ROOT BALLFINISH GRADE tV / / ROOT Br111 I—II I I I�III—II I I I I—I l I I I SURFACE BUBBLER(2 PER PALM TREE). INSTALL ON 1/2"SCHEDULE 80 RIGID RISER - FULL PORT BALL VALVE - SEE (18"LENGTH REQUIRED)SEE CLOSE-UP IRRIGATION LEGEND FOR TYPE SECTION. 6"ABOVE GRADE MAXIMUM. z RAINBIRD 401 BUBBLERS ---- .r+e � EXTENSION - LENGTH AS REQUIRED f� �� BUBBLE TYPE HEAD. INSTALL ON SCHEDULE 80 RR ° RIGID RISER. 6"ABOVE GRADE MAXIMUM. SCH 40 PVC COUPLING S/S i , RAINBIRD FINISH GRADE --- 1402 BUBBLERS SCH 40 PVC MAINLINE i� —III— CONTRACTOR SHALL INSTALL 4 EMITTERS EQUAL DISTANCE AT EDGE OF ROOTBALL � FINISH GRADE I II i - - - SCH 80 NIPPLE/T.O.E. z (THREADED ONE END) CLOSE--UP SECTION f -I f ( SCHEDULE 80 NIPPLES cn LO BRICK STABILIZER TYP. WATER BASIN BERM _ tO TYPICAL BOTH SIDES 3/4 CRUSHED ROCK SCHEDULE 80 ROOTBALLIpm NIPPLES PVC LATERAL(SEE IRRIGATION W I— 1 LEGEND) SEE III- — �— I DOUBLE SWING PVC LATERAL ..r.rw ( III II II Z IRRIGATION LEGEND) III=III=III— TREE PIT JOINT ASSEMBLY W DOUBLE SWING CLOSE-UP SECTION _ JOINT ASSEMBLY Z > H FULL PORT BALL VALVE E PALM IRRIGATION OB TREE IRRIGATION C� w o w m C1' D_ SEE IRRIGATION SPECIFICATIONS w FOR BACKFILL AND COMPACTION �- 1 OR 5 GAL. SHRUB, W 0 0 z REQUIREMENTS GROUNDCOVER, OR VINE ACCENT Q 12x 18 PLASTIC VALVE BOX W �n . BROOKS OR EQUAL ate NON-PRESSURE LATERAL INSTALL EMITTER AT . 2 ry O V (SAND) LOCKING LID LINE PIPING THE ROOT BALL FINISH GRADE RAINBIRD XBT 20 g M a FINISH GRADE OF D.G. FINES z_ PRESSURE COMPENSATING DRIP EMITTER M Z WITH SELF CLEANING OPERATION. INSTALL �� , N N 6" ON 1/2" PVC. FLEXIBLE RISER (18" LENGTH " r -I REQUIRED) SEE CLOSE-UP SECTION. 2" t�,4 � D 18 LENGTH PVC FLEX O ROOT BALL ( (MAX.) F� _ I ABOVE GRADE PIPE WITH FITTING TO o BALL VALVE -+-- LATERAL LINEI— 4 N MAIN LINE PIPING ' ' l_ SCHEDULE 80 _ Signature N SCH 40 PVC COUPLING S/S =I ( �_ HI FLOW BALL VALVE Date \Q. T N O oC pC°O�p°�O p o°Ott°p0 0 p o ip° 3/4" SCH 80 PVC T.O.E. CONTROL WIRES PVC LATERAL (SEE IRRIGATION F � CALIF tij 0 o o NIPPLE (THREADED ONE END) PROVIDE 2" OF CLEAN BACKFILL UNDER ALL PIPING LEGEND) HARDWARE CLOTH 1/4" x 1/4" UNDISTURBED GALVANIZED • NOTE: NO OTHER TRADES (ELECT., LIGHTING) NATIVE SOIL DOUBLE SWING JOINT ASSEMBLY t SHALL BE ALLOWED TO USE THE SAME TRENCH REVISIONS: t 6" DEEP, 3/4" CRUSHED ROCK AS IRRIGATION PIPE r `� NOTE: � CITY SUBMITTAL (65%) 06.26.02 w PROVIDE 24" COVER FOR DIRECT ALL SHRUBS AND DESERT ACCENTS SHALL BE IRRIGATED (A BURIAL CABLE ` CITY SUBMITTAL (100%) 07.16.02 BY ONE EMITTER CAPABLE OF SUPPLYING ) e PROVIDE P.V.C. SCH. 40 SLEEVES REQUIRED GALLONAGE. PLANTING OF 1 OR 5 GAL. ` CITY COMMENTS 08.16.02 FOR ALL WIRING AND PIPING UNDER PAVING SHRUBS SHALL BE DONE PRIOR TO INSTALLATION OF ` DRIP EMITTERS. NO STAKING (VERTICALLY) OF PIPES IN THE SAME T ,€� SEE IRRIGATION LEGEND FOR EACH PLANTS REQUIRED GALLONAGE AND TYPE OF EMITTER. N CLOSE-UP SECTION � I � a i N X I MANUAL. FLUSH VALVE F TRENCHING / SLEEVE INSTALLATION C SHRUB/VINE/G.COVER IRRIGATION DRAWN DESIGNED CHECKED JEHA JXP FTH r o o DATE N PRIG OOOO--0001ROJECT R 08.16.02 '4 - N o DRAWING TITLE J I W O � O Ip O 0 IRRIGATION o j THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN DETAILS ACCORDANCE WITH WATER CODE TITLE 7,DIVISION 1,CHAPTER 3,ARTICLE 10.8,-SECTION 0 65597 ET SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION o X WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) oa a�a� � DATE WATER MANAGEMENT SPECIALIST DRAWING SHEET a cri , w DATE SERVICE 40F 11i L 0 2 . 2 3 � ox PLAN PREPARED BY: IRRIGATION 8.0 IRRIGATION GENERAL NOTES (SEE COVER SHEET) 1 . SCOPE L. Permits and Licenses- Unless otherwise stated,secure the required licenses and permits 12. ELECTRICAL SUPPLY B. Control Wires 8.1 THIS DESIGN IS DIAGRAMMATIC. ALL PIPING,VALVES, ETC.SHOWN WITHIN PAVED AREAS ARE FOR DESIGN Including payments of charges and fees, give required notices to public authorities,and verify CLARIFICATION ONLY AND SHALL BE INSTALLED IN PLANTING AREAS WHERE POSSIBLE. AVOID ANY Furnish all materials, tools, equipment and labor required to install a complete operable irrigation permits secured or arrangements made by others affecting the work of this section. A. Provide power and connections to the automatic controller or any other item shown on the irrigation (1) All electrical equipment and wiring shall comply with local and State Codes and be CONFLICTS BETWEEN THE SPRINKLER SYSTEM, PLANTING AND ARCHITECTURAL FEATURES. system as Indicated on the drawings, as specified and as necessary to complete the contract, including, legend or on the irrigation drawings. Installed by those skilled and In the trade. Unless the governing code 8.2 DO NOT WILLFULLY INSTALL THE SPRINKLER SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE but not limited to, these major Items: 5. MATERIALS specifies otherwise, low voltage control wire may be installed by the Irrigation FIELD THAT OBSTRUCTIONS, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT B. Comply with applicable codes and ordinances. Contractor. NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT A. Irrigation system and related appurtenances. Materials listed In this section encompass the general items encountered. If products listed below are TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT B. Connections to water and electrical utilities. not used for the project being installed,they are to be omitted. C. Prior to any Installation of irrigation equipment requiring electrical power,the Contractor shall notify (2) Connecting and splicing of wire at the valves shall be made using Dura Seal crimp TM ' MADE,THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY REVISIONS NECESSARY. the Owner's representative Immediately If required electrical source for such irrigation items)is not splices as manufactured by Raychem Corporation. Contractor shall refer to Raychem C. Excavation and backflll of pipe trenches. readily accessible at the locations as shown on the drawings. Failure to notify the Owner's representative installation procedures using the Ultratorch 3 heating tool. No other splices will be �.3 IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE G. PIPE y ( > g y P DIFFERENCES, LOCATIONS OF WALLS,RETAINING WALLS, ETC. HE SHALL COORDINATE HIS WORK WITH THE D. Record drawings and guarantees. will result in the Contractor bearing full responsibility in providing electrical power as needed. allowed. GENERAL CONTRACTOR AND OTHER SUB-CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE A. PVC C. Communication Cable Not A Part) SLEEVES THROUGH WALLS, UNDER ROADWAYS, PAVING,STRUCTURES,ETC. E. Permits and licenses. 13. BACKFLOW PREVENTION UNITS . %A INSTALL EQUIPMENT AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECtFICA.TI,ONS.REFER TO DETAILS AND F. Testing of completed systems. (1) PVC Pressure Rated Pipe- Type 1220(PVC Class 200 and 315 and PVC Schedule D. Eiectrical Work- All electrical work shall be installed per code requirements. SPECIFICATIONS PROVIDED AS PART OF THIS CONTRACT FOR ADDITIONAL INFORMATION. G. Clean-up 40-1120. Backftow prevention units shall be of size and type as indicated on the drawings. All backflow DAV I D EVAN$ s re Prevention units shall be installed in accordance with detailed drawings and the requirements uirements set forth by E. Quick Coupling Valves- Quick coupling valves shall be set approximately 12"from walks, . 8.5 THE IRRIGATION DRIP SYSTEM WAS DESIGNED FOR A MINIMUM OPERATING PRESSURE OF 30 P.S.I.AND LAWN AREAS FOR 60 a. Type I Grade II pressure rated pipe. local codes and/or the County Health department. curbs, header boards, or paved areas where applicable per detail drawings. AND A S S O C I AT E S INC P.S.I. VERIFY PRESSURE IN THE FIELD PRIOR TO CONSTRUCTION TO DETERMINE IF iT IS SUFFICIENT TO OPERATE SYSTEMS AS 2. QUALITY ASSURANCE b. Materials shall meet requirements set forth in the ASTM current standards. DESIGNED. NOTIFY THE OWNER'S AUTHORIZED REPRESENTATIVE OF ANY DISCREPANCY FROM THAT STATED ON DRAWINGS. C. Outside diameter of pipe shall be the same size as iron pipe. 14. IRRIGATION HEADS 23382 Mill Creek Drive, Suite 225 A. Qualifications of Installers- Provide at least one person who shall be present at all times P P P P F. Valves- Laguna Hills California 92653-1684 8.6 IRRIGATION WATER METER AND CONNECTION TO WATER LINE SHALL BE PROVIDED AND INSTALLED BY THE GENERAL during execution of this portion of the work and who shall be thoroughly familiar with the type d. Pipe shall be marked at intervals not to exceed 5 feet with the following CONTRACTOR WHEN REQUIRED. REFER TO PLAN. DOWNSTREAM CONNECTION TO METER BY LANDSCAPE CONTRACTOR. of materials beinginstalled and the material manufacturers'recommended methods of information: A. Sprinkler heads shall be of the types and sizes with the diameter(or radius)of throw, pressure, (1) All valves shall be installed as shown in the details and in accordance with Phone: 949.58$.5050 8.7 BACKFLOW DEVICE SHALL BE INSTALLED WITHIN GROUND COVER AREA WHEREVER POSSIBLE. FINAL LOCATION SHALL installation and who sha(I direct al(work performed under this section. Manufacturer's name, nominal pipe size, PVC type and grade(i.e. PVCC discharge and other designations necessary to determine the types and sizes as indicated on the manufacturer's recommendations. BE DETERMINED BY THE OWNER'S REPRESENTATIVE AND MAY VARY FROM THAT INDICATED ON THE DRAWINGS. 1220), S.D.R. rating class, NSF approval and commercial standard designation plans. (2) All automatic valves shall be sized as shown on plans. Gate Valves shall be line size. B. Codes and Standards- In addition to complying with all pertinent codes and regulation, CS 256-63. „ 3 Install each control valve in a se v 8.8 CONTROLLER LOCATIONS ARE APPROXIMATE. FINAL LOCATION OF AUTOMATIC CONTROLLER SHALL BE DETERMINED BY THE ,comply with the latest rules of the National Electrical Code and the Electrical Safe Orders of e. PVC pipe shall comply with standards set forth in CS 256-63. ( ) pure. aloe box with a minimum of 12 between p y Safety p'P P Y B. All heads of a particular type of function in the system shall be of the same manufacturer and valves and 6"from any walk or structure. OWNER'S REPRESENTATIVE. the State of California, Division of Industrial Safety Orders of the State of California, Division f. PVC Type I shall not be threaded. shall be marked with the manufacturer's name and identification in such a position that they 8.9 110 VOLT AC,2 AMP ELECTRICAL POWER OUTLET FOR CONTROLLER SHALL BE PROVIDED BY GENERAL CONTRACTOR. of Industrial Safety,for all electrical work and materials. g. PVC fittings shall be Schedule 40 or 80, PVC Type (i. can be identified without being removed from the system. G. Valve Boxes GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HOOK-UP FROM POWER OUTLET TO CONTROLLER. h. Solvent shall be#715 Gray NSF approved as manufactured by Industrial LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOW VOLTAGE CONNECTIONS. 3. SUBMITTALS 15. OTHER MATERIALS (1) Valve boxes installed near walks,curbs, header boards and paving shall abut those Polychemical Service, Gardena, California, or approved equal. items and the top surfaces shall be flush with items listed above. 8.10 AN QUICK PERPENDICULAR COUPLER VALVES, GARDEN VALVES,AND VALVE BOXES SHALL O INSTALLED ill GROUND COVER AREAS 12"FROM A. Materials List- Within thirty-five(35)calendar days after award of contract,and before any I. Caution shall be utililized in handling Type I pipe due to the possibility of All other materials not specifically described but required for a complete and proper irrigation system AND PERPENDICULAR TO WALKS AND CURBS WHEREVER POSSIBLE. LOCATE THE VALVE BOXES ADJACENT TO CURBS, irrigation system materials are delivered to the job site, submit to the Owner a complete list of cracking or splitting when dropped or handled carelessly. installation, shall be new,.first quality of their respective kinds,and installed per manufacturer's (2) All valve boxes shall be installed as shown in the details in accordance with 0f WALKS,AND TURF EDGES IN ORDER FOR MAINTENANCE PERSONNEL TO VISUALLY LOCATE THEM. all irrigation system materials proposed to be furnished and installed. Where called for on drawings, pipe shad be bell end, conforming#o ASTMD- specifications. manufacturer's recommendations. 1 g PP P 8.11 ALL LATERAL, MAINLINE PIPING AND CONTROL WIRES UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES, MAINLINE 2672. Install concrete thrust blocks as recommended in Johns-Mansville SLEEVE SIZE SHALL BE A MINIMUM OF TWICE(2X)THE OUTSIDE DIAMETER OF THE PiPE TO BE SLEEVED.CONTROL WIRE (1) Show manufacturer's name and catalog number for each item; furnish the installation guide No. TR-624, where conditions dictate. 16. EXECUTION 21 . TESTING AND INSPECTION atio s o method of SLEEVES SHALL BE SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING.REFER TO PLAN AND DETAILS. manufacturer's recommendations a t me od installation. 8.12 ALL NEW SLEEVES UNDER ROADWAYS SHALL BE SCHEDULE 80. EXISTING SLEEVES SHALL REMAIN IN PLACE.IF EXTENSIONS (2) Upon approval by the Owner, the manufacturer's recommendations shall become the (2) PVC High Impact Pipe-Type 2110.(PVC Schedule 40 and 80). A. Inspection "I ARE REQUIRED,THE PIPE SHALL BE SCHEDULE 80. LATERAL LiNE SLEEVE UNDER PAVING SHALL BE SCHEDULE 40. basis for acceptance or rejection of actual methods of installation used in the work. A. General Z ALL SLEEVES SHALL BE PVC OR AS NOTED ON PLANS. a. Type 11 Grade I High impact Pipe. (1) Prior to ail work of this section,carefully inspect the installed work of all other trades 3 Do not permit an irrigation system component to be brought onto the job site until it and verify that all such work is complete to the point where this installation may W Z ( ) P Y g � Po u9 1 b. Outside diameter of pipe shall be the same size as iron pipe. (1) Furnish all necessaary testing equipment and personnel. 8.13 PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE PLANS AND DETAILS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES has been approved b the Owner or his representative. properly commence. PP Y P C. Pipe shall be marked at intervals not to exceed 5 feet with the following SHALL BE PERMITTED, BUT SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED.ALL DAMAGED AND REJECTED PIPE information: (2) Correct all leaks and retest until acceptance by the Owner. UJ o W SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAiD REJECTION. (4) Approval of any item or alternate item indicates only that it apparently meets the (2) Verify that the irrigation system will es installed in enc accordance with all pertinent O Manufacturer's name, nominal pipe size, PVC type and grade(i.e. PVC codes and regulations, the on final design,the reference standard and the 8.14 ADV ANTI-DRAIN VALVE UNITS MAY NOT BE REQUIRED ON ALL HEADS.PRIOR TO INSTALLATION,THE CONTRACTOR SHALL requirements of the drawings on the basis of the information submitted,and does not9 9 ( ) relieve Contractor of any responsibility. 2110), schedule, NSF approval and commercial standard designation CS 207- manufacturer's recommendations. B. Covering up Uninspected Work- Do not allow or cause any of the work of this section to be r L L VERIFY THE ON-SITE GRADES. IF THERE IS AN ELEVATION DIFFERENCE OF 24' OR MORE BETWEEN THE HIGHEST HEAD 60. covered up or enclosed until it has been inspected,tested and approved by the Owner and Z I AND THE LOWEST HEAD ON A SYSTEM,THE ADV'S SHALL BE INSTALLED. 3 Verify all field conditions including lines ri rights of way,tract boundaries B. Record Drawings d. PVC pipe shall comply with standards set forth in CS 207-60. ( ) Y g 9 Y. � authorized agencies. (See Section 4-D-2) �■ � --� 9 easements and any other legal or physical element as required for the successful 8.15 UPON COMPLETION OF THE JOB, CONTRACTOR SHALL PROVIDE THE OWNER WITH TWO EACH OF THE FOLLOWING KEYS: e. PVC schedule 40 shall not be threaded. completion of the project. A. QUICK COUPLER/GARDEN VALVE (1) During the course of installation,carefully show in red line on a print of the irrigation f. Fittings shall be PVC Schedule 40 or 80, Type 11, NSF approved,as required. C. Contractor to contact City of Palm Desert landscape inspector for pressure test of mainline nm. U B. GATE VALVE system drawings all changes made to the irrigation system during installation. g. Ail threaded PVC pipe shall be Schedule 80,Type 2110. B. Discrepancies prior to backfilling trenches. I C. CONTROLLER h. Solvent shall be#175 or#710 Gray, NSF approved as manufactured by (2) Dimension from easily identifiable permanent features(buildings, monuments, chemical Service, Gardena,California, or approved equal. 11 0 0 � - 8.16 THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH sidewalks, pavement, etc.) points of connection(water and electrical),wire routing, industrial Po!Y PP q (1) in the event of discrepancy, immediately notify the Contractor or his authorized D. Flushing- Before backfillin the main line, and with all control valves in lace but before N�/ MINIMAL OVERSPRAY ONTO WALKS, STREETS,WALLS, ETC. THIS SHALL INCLUDE SELECTING THE BEST DEGREE OF ARC sprinkler main routing, valve locations and other related equipment as directed by representative. -�- g P Of L.L (3j UVR- PVC-"Brownline"pipe. (Not A Part) lateral pipes are connected, completely flush and test the main line and repair all leaks;flush AND/OR RADIUS OF NOZZLE AND/OR PRESSURE COMPENSATING SCREEN TO FIT EXISTING SITE CONDITIONS. Owner, (4) When connection is plastic to metal, male adapters shall be used. The male adapter (2) Do not proceed with installation in areas of discrepancy until all such discrepancies out each section of lateral pipe before irrigation heads are attached. W W 8.17 ALL DRIP TUBING SHALL BE INSTALLED PER DETAILS. REFER TO IRRIGATION LEGEND FOR DRIP EMITTER SCHEDULE. strap wrench. Joint compound shall be have been full resolved. W 45; 0 . 3 Upon completion of the irrigation system installation carefully transfer the as-built shall be hand tightened, plus one turn with a p p Y { ) P P 9 Y Y data to re roducibles ass specified in the General Conditions and submit one legible nonarenng sealing compound compatible p . Compound must not lubricate E. 8,18 EACH CONTROLLER SHALL MAKE ITS OWN INDEPENDENT GROUND WIRE. P P e9 hdi li d tibl to Testing - W copy as described under"Record Drawings"below,to the Owner. the joint. (3) if no detail is provided for work under this contract,install in accordance with Q 8.19 REMOTE CONTROL VALVES WITH THE SAME CONTROLLER AND STATION NUMBER SHALL BE WIRED TO THE SAME manufacturer's recommendations or recommended standard practice. Submit 1 Make all necessaryprovisions for thoroughly bleeding the line of air and debris. B. Brass Pipe recommended procedures to Owner's representative before roceedin with work. ( ) P Y g 2 7> STATION ON THE CONTROLLER. RUN ONE SINGLE WIRE FROM EACH RCV TO THE CONTROLLER. SPLICING C. Submittal of Record Drawings - Upon completion of the irrigation system installation,and as a Pproceeding VALVES TOGETHER IN THE FIELD WiLL NOT BE PERMITTED. condition of its acceptance, deliver to the Owner the Record Drawings referred to above.The (2) Before testing, fill the line with water for a period of at least 24 hours. 8.20 SPLICING OF 24 VOLT WIRES WILL NOT BE PERMITTED EXCEPT 1N VALVE BOXES. LEAVE A 24"COIL OF EXCESS delivery of the Record Drawings shall not relieve the Contractor of the responsibility of (1) Where indicated on the drawings, brass pipe shall be red brass screwed pipe 17. FIELD MEASUREMENTS (3) Prior to installation of control valves,test all live water lines for leaks at a pressure of furnishing required information that may have been omitted. conforming to Federal Specification#WW-P-351. 150 PSI for period of four hours,with all couplings e v < 0 t3 q Y pexposed and with all pipe WIRE AT EACH SPLICE AND 100 FEET ON CENTER ALONG WIRE RUN..TAPE WIRE IN BUNDLES 10 FEET ON CENTER. P P NO TAPING PERMITTED INSIDE SLEEVES. (2) Fittings shall be red brass conforming to federal specification WW-P-460. Make all necessary measurements in the field to ensure precise fit of items in accordance with the sections center loaded. ,:_, ,�- 0 ,n u ,,�, D. Controller Charts original design. (4) Adjust remote control valves so that the most remote sprinkler heads operate at the o_ 8.21 INSTALL A SPARE CONTROL WiRE OF A DIFFERENT COLOR ALONG THE ENTIRE MAINLINE. LOOP 36"EXCESS WIRE pressure recommended by the head manufacturer. Adjust remote control valves so a INTO EACH SINGLE VALVE BOX AND INTO ONE VALVE BOX IN EACH GROUP OF VALVES. (1) Submit record drawings with changes to the-Owner's representative before the charts C. Galvanized Ptpe 18. TRENCHING AND BACKFILLING uniform distribution of water is applied by the sprinkler heads to the planting area for _ 8.22 NOTIFY LANDSCAPE ARCHITECT OF ANY ASPECTS OF LAYOUT WHICH WILL PROVIDE INCOMPLETE OR INSUFFICIENT are prepared. each individual valve system. WATER COVERAGE OF PLANT MATERIAL AND DO NOT PROCEED UNTIL INSTRUCTIONS ARE OBTAINED. (1} Where indicated on the drawings,galvanized steel pipe shall be ASA Schedule 40, (2) Reduce record drawings to fit inside controller door. Reproduce as a blackline print and mild steel screwed pipe. A. Trenching F. Final Inspection 8.23 ALL SPRINKLER HEADS SHALL BE SET PERPENDICULAR TO FINISH GRADE OF THE AREA TO BE IRRIGATED color code area of coverage for each station. UNLESS OTHERWISE DESIGNATED ON THE PLANS. (2) Fittings shall be medium galvanized screwed beaded malleable iron. Galvanized (1) Thoroughly clean,adjust and balance all systems. (3) Seal chart between two pieces of 10 mil plastic. couplings maybe merchant coupling. (1) Excavation shall be open vertical construction sufficiently wide to provide free 8.24 � FOR RING-TITS PVC MAIN LENS PIPING INSIDE SLEEVES USE 1120-315 PS!PVC PLASTIC PIPE WITH SCHEDULE 40 working space around the work installed and to provide ample space for backfillfng " . PVC COUPLINGS. (4) Provide one chart for each controller showing the area covered by that controller. (3) All galvanized pipe and fittings installed below grade shall be painted with two(2) and compacting. (2} Demonstrate the entire system to the Owner, his authorized agent and/or governing 8.25 POP-UP SPRAY HEADS SHALL BE INSTALLED IN ALL TURF AREAS AND WHEN CALLED OUT FOR IN LANDSCAPE coats of Koppers#50 Bitumastic and wrapped with 20 mil tape. agencies to show that all remote control valves are properly balanced,all heads are AREAS ADJACENT TO WALKS AND DRIVES. INSTALL POP-UPS TO THE HEIGHT SPECIFIED IN THE IRRIGATION 4. Product Handling (2) Trenches for pipe shall be cut to required grade lines, and trench bottom shall be properly adjusted for radius of coverage,and that the installed system is workable, LEGEND AND DETAILS. (4) with green taest t all connections pipe installed o grade shall be stenciled or identified compacted to provide an accurate grade and uniform bearing for the full length of the clean and efficient. with green tape at all connections and continuously along its length. A. Protection- Use all means necessary to protect irrigation system materials before,during,and pipe run. 8.26 THE IRRIGATION SYSTEM SHALL BE FULLY AUTOMATIC.CONTROL VALVES SHALL BE INSTALLED PER DETAILS. after installation and to protect the installed work and materials of all other trades. type 22. OPERATIONAL AND MATERIALS MANUALS D. Copper Pipe and Fittings - Where indicated on :he drawings, copper pipe shall be t "K" 8.27 ALL SLEEVES SHALL EXTEND BEYOND THE EDGE OF PAVING OR BACK OF CURB TO 31. (3) When two pipes are to be placed in the same trench, maintain asix-inch space between B. Replacements- In the event of damage,immediately make all repairs and replacements sweat soldered pipe. pipes as a minimum. No pipe shall be installed directly over another. 8.28 THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IF STATIC WATER PRESSURE IS LESS THAN 65 PSI. necessary to the approval of the Owner and at no additional cost to the Owner. A. Operation and Product Manuals- Prepare and deliver to the Owner, prior to approved final 7. Risers inspection, all required and necessary descriptive material in complete detail and sufficient Z 8.29 IRRIGATION CONTRACTOR TO NOTIFY ALL LOCAL JURISDICTIONS FOR INSPECTION AND TESTING OF INSTALLED (4) Dig trenches straight and support pipe continuously on bottom of trench. Lay pipe to an quantity, operation and product manual. The manual shall describe the material installed and (1) Exercise care in handling, loading, unloading and storing plastic pipe and fittings under All sprinkler heads and/or distrubution components shall have risers as shown in the detail drawings.BACKFLOW PREVENTION DEVICE. P P g even grade. Follow layout indicated on drawings. cover until ready to install;transport plastic pipe only on a vehicle with a bed long shall be in sufficient de#ail to permit operating personnel to understand,operate and maintain enough to allow the pipe to lay flat to avoid undue bending and concentrated external 8, Valves B Back-filling all equipment. Spare parts fists and related manufacturer information shall be included for each . load. equipment item installed. 2 (2) Repair all dented or damaged pipe by cutting out the dented or damaged section and A. Full Port Ball Valves B. Each complete, bound manual shall include the following rejoining with a coupling. (1) Backfill material shall be native soft. Unsuitable material, including clods and p g information: rocks over 2112"in size, shall be removed from the premises and disposed of legally at cor C. Connection to Utilities (1) Gate valves 3"and smaller shall be 125 lb.SWP bronze gate valve with screw-in no cost to the Owner. (1) Index sheet stating Contractor's address and telephone number. bonnet, nonrising stem and solid wedge disc. (2) Duration of guarantee period. LO 1 Source of water and power supply: Verify and be familiar with the location, size and Gate valves 3"and smaller shall have threaded ends and shall beequipped with a (2) All Backfilling shall be done carefully and shall be properly compacted. 3 List of equipment with names and addresses of local manufacturer representatives. W{ ) P PP Y� riY (2) ( ) detail of stubouts provided as the source of water and electrical supply to the irrigation bronze hand wheel or operating nuts. (4) Complete operating and maintenance instructions on all major equipment. system, as shown on the plans. Source of supply and point of connection shall beCD existing stub-outs at approximate locations as shown on plans{unless otherwise (3) Gate valves 3"and smaller shalt be similar to those manufactured by Hammond or (3) Depth of trenches shall be sufficient to provide a minimum cover above the top of the W noted}. approved equal. pipe as follows: C. In addition to the above manuals, provide the maintenance personnel with instructions for major ' equipment and show written evidence to the Owner,at the conclusion of the project,that this Z -1 Q (2) Existing utilities and conditions: Prior to cutting into the soil, locate all cables, (4) All gate valves shall be installed per detailed drawings. a. 12"over non- ressure lateral tines minimum . service has been rendered. �� p { ) conduits, sewer septic tanks,and other utilities as are commonly encountered b. 18"over 24 volt conduit and non-potable irrigation main line 3"and smaller underground and take proper precautions not to damage or disturb such improvements. B. Quick Coupling Valves- Quick coupling valves shall be of manufacturer shown on the (minimum). D. INSPECTION W - If a conflict exists between such obstacles and the proposed work, promptly notify the drawings or approved equal. Each quick coupler shall have a molded vinyl locking cover. C. 24"cover over pipe serving potable water to a backflow preventer and 120V Z . / Z Owner who will arrange for relocations. Contact Owner if subsurface layer of rock or Upon completion of the contract and prior to final acceptance,supply the Owner with quick conduit(minimum). (1} At all times permit the Owner or his authorized agents to visit and observe the work or „ g any other conditions are encountered. coupler keys and hose efts (1 key and ell per 5 coupling valves). The quick coupler keys and d. 30 cover over pipe crossing under paving (minimum). < < 0 hose ells shall be of the same manufacturer as the coupling valve.All Quick coupling valves e. Surplus earth remaining after backfilling shall be disposed of on the premises any part thereof. Maintain proper facilities and provide safe access for such F. Q D. Inspection shall be installed per de#ailed drawings. as directed by the Owner. observations to all parts of the work. Where the specifications require work to be tested, it shall not be covered up until tested or approved by the Owner and governing 0 CLW (1) At all times permit the Owner or his authorized agents to visit and observe the work or C. Remote Control Valves agencies. The Contractor shall be solely responsible for notifying the Owner and & � W m any part thereof. Maintain proper facilities and provide safe access for such 19. INSTALLATION OF PiPE required agency(48 hous notice minimum required),where and when such work is in 0 ry D L.L.. observations to all parts of the work. Where the specifications require work to be readiness for testing. Should an such work be covered without such test or approval, tested, it shall not be covered up until tested or approved by the City Landscape inspector and (1) The electric remote control valves shall be of the type and manufacturer shown on the g Y PP drawings, or approved equal, and installed per detailed drawings and manufacturer's A. General it shall, if so ordered, be uncovered at the Contractor's expense. w Z governing agencies. The Contractor shalt be solely responsible for notifying the Owner and recommendations. a W 0 0 required agency(48 hours notice minimum required),where and when such work is in readiness for testing. Should any such work be covered without such test or , (1) The irrigation piping layout is schematic. Contractor can make minor adjustiments to (2) Observation Required w V approval, it shall, if so ordered, be uncovered at the Contractor's expense. {2) Valves shall be installed minimum 6 from a,l fixed objects and 12 apart. the system as required to avoid physical elements or conform to other site conditions. CL 2 0� (D In all cases there should be no conflicts between the irrigation system, planting,and a. Prestart meeting 0 2 Observations Required D. Pressure Regulating Valves - Pressure regulating valves shall be of the type and manufacturer structural elements. The Contractor is responsible for maintaining coverage as g r ( ) q shown on the drawings, or approved equal,and installed per detailed drawings and indicated, prior approval of an such adjustment from the Owner and for recording of b. Layout of control equipment and heads g , PP q P g P PP Y 1 g < (D M .J a. Prestart Meeting manufacturer`s recommendations. any such change. C. Main line pressure test and trench depth check. n- b. Layout of control equipment,sprinklers and distrubution components. 2 Verif the static pressure, d. Lateral trech depth check C. Main line pressure test and trench depth check by City Landscape Inspector. E. Check Valves - Anti-drain valves shall be of heavy duty virgin PVC or brass construction O Y p meter size, size of service to meter,at each point of d. Lateral trench depth check. with F.I.P. thread inlet and outlet. Internal parts shall be stainless steel and neoprene. Anti- connection. Make final connections allowing for possible minor deviations from e. Coverage test and prefinal observation 5 t 4 feet of head. The anti- locations shown on plans due to site conditions. Any deviation from design criteria e. Coverage test and refinal observation. drain valves shall be field adjustable against drain out from a 0 e f. Final observation shalt be brought to the attention of the Owner. Continuations of work shall be at pNQSCgp f. Final observation. drain valve,where indicated on the plans shall have an excess flow feature which will 1- F ' Contractor's risk and expense. �4 automatically stop the flow of water when it exceeds the GPM preset by the manufacturer. The 1. "qA E. Standard of Installation - Material and workmanshipshall be in accordance with local codes E. Standard of Installation- Material and workmanship shall be accordance with local codes ,��• �cY� �. anti-drain and excess flow valve shall be similar to the Valcon ADV-XS Rain Bird SM-1 or B. Under Existing Pavement and ordinances of legally constituted authorities,except that where provisions of these `� > x cv and ordinances of legally constituted authorities,except that where provisions of these approved equal. 0 g Y P P specifications exceed such requirements,these specifications shall govern. 0-4 0 specifications exceed such requirements these specifications shall govern. 1 Pipe required under existing pavement shall be installed b jacking, boring or cv ( ) P q g P Y j g, 9 11 F. Preservation and Cleaning- Cleanup all work as itprogresses. At fre uent intervals and at 9. VALVE BOXES hydraulic driving except that no hydraulic driving will be permitted under asphaltic sivoture �- P q concrete pavement. -s * N all times when directed by the Owner, remove and dispose of accumulations of rubbish and A. Valve Boxes-All valves, including pressure regulating valves, remote control valves and gate S , Q 0 debris of all kinds. At the time of completion,the entire site shalt be cleared re tools, valves shall be installed in suitable valve boxes as shown in details. Brand valve box lids. (2) Where cutting or breaking of existing pavement is necessary, secure permission from -d U) equipment, rubbish, etc., all a which shall be left in proper,clean condition ready for Letter and number shall be no smaller than 2"and no greater than 2". the Owner before cutting or breaking the pavement and then make all necessary repairs TF `FCC acceptance. Broom clean all paved areas. and replacements to the approval of the Owner and at no additional cost to the Owner. CAl- �;.; Valve boxes shall be tan in color. 1_ G. Completion- The work shall be accepted in writting when the entire scope of work has been Depth of branding is to be no more than 1/8"into valve lid as follows: o completed satisfactorily to the Owner. In reviewing the work, no allowance for deviation from I C. Inspection of Pipe and Fittings- Carefully inspect all pipe and fittings before installation, the original plans and specifications will be made unless previously approved by the Owner. (1) Electrical Control Valves-Brand controller letter and station number. removing all dirt, scale, and burrs and reaming as required;install all pipe with all markings up L for visual inspection and verification. REVISIONS: s (1) When any item appears on the plan and not in the specifications, or in the (2) Quick Coupling Valves-Brand"QC". CiTY SUBMITTAL (65%) 06.26.02 specifications and not on the plan,it shall be considered in both. D. PVC Pipe w (3) Wire Splices-Brand"WS". CITY SUBMITTAL (100%) 07.16.02 D (2) The Owner or his authorized representative shall have the final authority on all items {4) Drip Tubing Flush Valves-Brand controller letter,station number and"FV"' 1 PVC pipe shall be installed in a manner which will provide for expansion and Of the project. O P P P CITY COMMENTS 08.16.02 (5) Gate Valves- Brand"GV". contraction as recommended by the pipe manufacturer. Routing is diagrammatic and C o H. Equipment to be Furnished- Irrigation equipment,operating keys, record drawings,controller shall be installed in such a manner as to conform with the details per the drawings. charts, coupling keys and spare parts shall be furnished to the Owner as shown on the plans. (2) In joining, use only the specified or manufacturer's recommended solvent and make all 10. CONTROLS , i I 1. Service by the Contractor- The Contractor shall service the system at the Owner's request joints in strict accordance with the manufacturers recommended methods;give solvent ° N during the guarantee perlod and shall be paid for work performed which is not covered by the A. Automatic Cc atrd,Wr- Automatic controllers shall be of the a and manufacturersftx m on welds at least 15 minutes set up time before moving or handling and 24 hours curing -0 - guarantee. If requested by the Owner, the Contractor shall furnish the Owner with a schedule type time before filling with water. t v of services fees. drawings, theNdna5 drawings or approved equal and installed per manufacturers recommendations and detailed I' I g ' 20. INSTALLATION OF EQUIPMENT N X DRAWN DESIGNED CHECKED I / J. Final Acceptance- Within 10 days of the Contractor's notification that the installation is B. Low Voltage Control Wire - All wiring to be used for connecting the automatic controller to JEHA JXP FTH _J n complete, the Owner and required agencies will observe the installation and, if final acceptance A. Automatic Controller Location and installation -o is not given, will prepare a"punch list"which,upon completion by the Contractor,and the electric solenoid actuated remote control valve shall be Type OF-600V, 7-strand or solid 6I copper, PVC insulation, single conductor, UL approved underground feeder cable. Each pilot PROJECT NUMBER DATE o N approved by the Owner, will signify final acceptance by the Owner. "hot"I or hot wire shall be black with the common wire being white. Field splices between the (1) Automatic controller(s)shall be installed at the location(s)shown on the drawings. AIGX0000-0001 08.16.02 ci < controller and electric valves are not permitted. Control wire shall be minimum 14 gauge wire. I w K. Irrigation Guarantee (2) The controller location is essentially diagrammatic and shall be specifically located by DRAWING TITLE FZ 0 C. Communication Cable - (Not A Part) the Owner or his representative. 0 0 (1) The entire irrigation system shall be unconditionally guraranteed by the Contractor as D. 110 Volt Wire to Controller- 110 volt wire shall be per local code as to type and quality. 0 3 All local and applicable codes shall take precedence in the furnishing and/or t o to material and workmanship, including settling of backfilled areas below grade fora Install in conduit 24" below rode. Contractor is responsible for 110 connection. ( ) PP p g 0 0- period of one year following the date of final acceptance of the work. g P connecting of 110V electrical service to the controller. Q o (2) If,within one year from the date of completion,settlement occurs and adjustments in 11 • WATER SUPPLY (4) Adequate coverage (18" minimum)of the 24V service wire leading from the controller IRRIGATION shall be installed from the bottom of the controller to trenches. o ¢ pipe,valves, irrigation distribution components or paving to the proper level of the THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN SPECIFICATIONS + 41 permanent grades, the Contractor as part of the work under this Contract, shall make all A. Connect irrigation system to POC at approximate locations show on drawings. S P E C I F I CATION S j o adjustments without extra cost to the Owner, including complete restoration of all (5) Controllers shall be installed within vandal-resistant enclosures as called for on the ACCORDANCE WITH WATER CODE TITLE 7,DIVISION 1,CHAPTER 3,ARTICLE 10.8,SECTION o a, _ damaged planting,paving or other improvements. B. Allow for minor changes at POC caused by actual site conditions. drawings. 65597 ET SEQ.REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY(CITY OR COUNTY) Ma,j (3) Should any operational difficulties in connection with the irrigation system develop C. Verify available water pressure before construction. tf pressure is not sufficient to operate j within the specified'guarantee period,which in the opinion of the Owner may be due systems as designed, bring this to the immediate attention of the Owner's representative. If DATE WATER MANAGEMENT SPECIALIST a to inferior material or workmanship, said difficulties shall be immediately repaired at notification is not performed, the contractor shall assume responsibility for all necessary revisions. DRAWING SHEET no additional cost to the Owner, including any and all other damage caused by such - defects. DATE SERVICE DIRECTOR 5 OF 1 1 L-2 . 3 r - mum E- NUMBER OF TREE WR=WASHINGTONIA ROBUSTA PALM) CERCIDUM FLORIDUM"Desert Museum" L BLUE PALO VERDE 12 24"BOX, LOW BRANCHING MULTI-STEM/TRUNK X_ WF=WASHINGTONIA FILIFERA(PALM) DAV i D E VA N S X CH=CHAMAEROPS HUMILIS(PALM) OE=OLEA EUROPAEA(OLIVE) SEE LETTER KEY BELOW GLEDITSIA TRIACANTHOS I."Sunburst" UM HONEY LOCUST 12 24"BOX SINGLE TRUNK AND A S S O C I AT E S I NC 23382 Mill Creek Drive, Suite 225 Laguna Hills California 92653-1684 A EXISTING PALM TO REMAIN Phone: 949.588.5050 i IN PROTECT IN PLACE PROSOPIS GLANDULOSA L/M TEXAS/HONEY MESQUITE 7 24'BOX,STD. SINGLE TRUNK AA EXISTING OLIVE TREE PROTECT IN PLACE B EXISTING PALM TO BE REMOVED AND RELOCATED TO ADJACENT PLANTER PALMS r> C1 EXISTING PALM TO BE RELOCATED TO PHOENIX DACTYLIFERA H DATE PALM 13 18'B.T. HEIGHT SINGLE TRUNK °' L) OTHER PLANTING AREA(SEE LETTER-D1) ly N D1 NEW LOCATION OF RELOCATED PALM o ,�> (C1 CORRESPONDS WITH D1) ( WASHINGTONIA ROBUSTA-NEW H MEXICAN FAN PALM 9 16 B.T. HEIGHT SINGLE TRUNK Uj X EXISTING PALM TO BE REMOVED / UNLESS NOTED x J AND DISPOSED OF OFF SITE OTHERWISE ON PLAN oQ Q WASHINGTONIA ROBUSTA-EXISTING H MEXICAN FAN PALM 57 VARIES SEE PLAN Z N TREES TO REMAIN ON SITE U) LU z J o WASHINGTONIA FILIFERA-EXISTING H CALIFORNIA FAN PALM 11 VARIES SEE PLAN w 0 - O TREES TO REMAIN ON SITE LL a U O O 0 0 O i O x UJ w U w I d 0 iiT)CL J N V L uj 3-WR �- A 1-CH J LJ Q 5-WR I — o A Qm.-«.-,........w-...... . .-.....-- ^^.-..+..-.-.....+ ..-. .•...,.,-..„-,-,,.„,„.., e$ 4 '�� • ' ,ey'r f`'7l�+� '��l� ''�'• ® n�+i. ,r s"' 010- --s , - .. Oe e a • ' J r d '� + e ,$ • ,•�-.1-y._,�.ss .� ' . • . e ""'"-"".......,,.- Q �' • •.d, i ° ',.•d ` s , ° ++ i . '8' N e . 4. . + '.D ' ' >° s e A �'..$:`- a, ,v^..+,., 1 . di— / : ' a 2-W NOT " PARr a 1-W w I 2-WR A b. !. a� 3-WR 240)i 1-WF 2-WR > :, ° 0 D5 C4 B ( U) LO j rr> r> ��> �> co Q -_" .." Zz 1-WF 2-WR 1-WF 2- (240) 2-WF ( N oL L X B C2 B �r> A N { CHEVRON STATION �°�, 0 - . � NOT PART�J �� q3-WF2-WR � wB z. Li 4 ; U . >. • z 2-WR W ., Q j . . -- • 2-WR GL m .:. � , o — L.w -� IT PART • I w 0 0 z Ld LL < 5 0� a Ld •` t z (NY) Q .. D Adi-, � x Lil I ( CA i I ea FQ 1 , ' • { Signature 0 �" . ! * Date i � Q I i U . 3-WR « �• ' WR 1-WR 1-WF 2-WR 1-WF i > 2-WR 2-WR 2-WF B C6 d � B X U C7 X REVISIONS: r 1 00 CITY SUBMITTAL (65%) 06.26.02 v - F CITY SUBMITTAL (100%) 07.16.02 REFER TO PLANTING N IRRIGATION PLANS � � X X 2-WR � Q A I CITY COMMENTS 08.16.02 r/ I Y PETER RAN OW AND CH I T FOR THIS AREA. 1 >z��) 0 rM R LO r Awl y N i ---- 1-WR 1-WR DRAWN DESIGNED CHECKED JEHA JXP FTH o B B B PROJECT NUMBER DATE AIGXOOOO-0001 08.16.02 1 DRAWING TITLE ui ( .. 0 J I j O � O ' ' TREE 0 si PLAN n� ► � 1AUGUST SCALE. 1 2 0 169 2002 3 .cp E z SHEEIT MATCHLI r% W—ffm EM W-Emm ! DRAWING SHEET SHEET MATC' .30 6-- OF 11 i W L I X PLAN PREPARED BY: Z SHE MATCHLINE L7. soft -z-- SHEE MATCHLINE I ' EXIST. 5LDG ,.SIG 5 SPORTING GOODS/STAPLES RETAIL BUILDING RETAIL 5UILDINCs 23054 S.F. 20,900 S.F. 14,400 S.F. TM I I _ I DAV1D EVANS ANcASSOCIATES INC 23382 Mill Creek Drive, Suite 225 - Laguna Hills California 92653-1684 Phone: 949.588.5050 L- < 0 AREA 2-WF 3-WF 2-WF ry ("'i D6 D1 D3 i01 .' 9 t, + + Z !N . . �, Uj Q w ` RETAIL 5UILDING '-F 1D4F w 0 I REFER TO PLANTING AND IRRIGATION PLAN PARE I d S PETERS N AND ASSOCIATES FOR THIS AREA. . � �. . I 1-OE 2-WR 2-WR % mow -,» 12501 ■ Q U to Ap ! w■ �� p �. -' + 0 ;- i + W w QL + u� U OL CL a_ n C) a. LLj r - -._ O Q 12' 16' 18' T 18' LIMIT a 11-u1/R 9-WR x a Q F Uj Ll a f N o U) T" LO 0 ae { uaw s� w N r a � � w i w N I Q Z J w SEE SHEET L-3.0 FOR PLANTING LEGEND .._., Z U 0 I 0 0 0 0 Q U O :3 0 W w LU f .. 100 0 :D tL <t W 0 0 z LL D w � c) (D 0. w �M � a C) J N I I o o tip0scApF o N I Signature J 0 S� Date \Q 0 41 0 U REVISIONS: I � o CITY SUBMITTAL (65%) 06.26.02 8 x CITY SUBMITTAL (100%) 07.16.02 a - CITY COMMENTS 08.16.02 i a i 6: a� .n N 1 O DRAWN DESIGNED CHECKED JEHA JXP a PROJECT NUMBER DATE o AIGX0000-0001 08.16.02 i `i DRAWING TITLE a J W ( O O TREE a SCALE: 1 "=20' PLAN - AUGUST 16, 2002 x Q DRAWING SHEET 70F 11 L-3 . 1 PLAN PREPARED BY. LANDSCAPE LEGEND SYMBOL BOTANICAL NAME WATER REQ.* COMMON NAME QUANTITY SIZE REMARKS SHRUBS / DESERT ACCENTS TM OCAESALPINIA PULCHERRIMA L RED BIRD OF PARADISE 25 5 GAL. V- O.C.17 LEUCOPHYLLUM FRUTESCENS LIM TEXAS RANGER 4 5 GAL. 61,01,O.C. 0 LEUCOPHYLLUM FRUTESCENS"Green Cloud" LIM TEXAS SAGE 34 5 GAL. 6'-0"O.C. HESPERALOE PARVIFLORA L RED YUCCA 174 5 GAL. 4'-0u O.C. DAVID EVANS MUHLENBERGIA RIGENS LIM DEER GRASS 20 5 GAL. 6-0"O.C. ANoASSOCIATES INC GROUND COVERS 23382 Mill Creek Drive, Suite 225 Laguna Hills California 92653-1684 LANTANA'NEW GOLD' M LANTANA 98 1 GAL. 61-01,O.C. Phone: 949.588.5050 LANTANA MONTEVIDENSIS m PURPLE LANTANA 141 1 GAL. 61-01,O.C. VINES BOUGAINVILLEA"TEMPLE FIRE" LIM BOUGAINVILLEA 4 5 GAL. VINE WIRED TO WALL FINES/BOULDERS DESERT GOLD FINES 3/8'MINUS WETTED,ROLLED,OR TAMPED(2-INCH LAYER ALL PLANTER AREAS) DO NOT PLACE 2"OF MULCH AROUND CROWNS OF TREES,SHRUBS,GROUNDCOVER,OR COLOR. Uj 4' 0 51 ,LA CRESTA'BOULDERS(3-,4%5'-SEE PROJECT SPECIFICATIONS AND CONSTRUCTION DETAILS)- "LA CRESTN'3!BOULDERS( 34);4'BOULDERS( 48 ); 5!BOULDERS( 17 jZ NOTE: CONTRACTOR SHALL SPOT PLANTS WITHIN DESIGNATED AREAS AND OBTAIN W Z APPROVAL FROM OWNERS AUTHORIZED REPRESENTATIVE PRIOR TO PLANTING. w *(WATER REQUIREMENTS: L= LOW, M=MODERATE, H=HIGH) W -0 0 Z U. _ Q �C 0 W w U) w '� a O PROPOSED MONUMENT SIGNAGE BY OTHERS — h 11 IT. PROPOSED MONUMENT SIGN A OTHERS Alit .. . , -01— — • 4 A. A,0 % 00 13 F- )17 'xx 0 z 0 NOT A PART U, 000 * \„-/ / 0 cl 0 0 46) .. . ° , cn LO 0 CD (240) w 4p • w CHEVRON STATION NOT A PART 0 < A < 0 L--------- 0 CL 110 w 6� 0 w 0 LL- • LLJ NOT A PART w W � a z C<LLL Li ^j 0 13 11 V) (D <1 < TOO j D- 9"29,11 " ol 00 Do-to CA01 01 000, A F 01 REVISIONS: (245) CITY SUBMITTAL (65%) 06.26.02 07.16.02 z z- 0OF Z—Z 5 CITY SUBMITTAL (1007.) ION PLANS R49RAREIY CITY COMMENTS 08.16.02 REFER TO PLANTING AND IRRIGATION (245) Cr BY PETER BRANDOW AND ASSOCIATES FOR THIS AREA. 0 WIN00 100 lit DRAWN DESIGNED CHECKED JE14A JXP H PROJECT NUMBER DATE 000-0001 08.16 DRAWING TITLE PLANTING 0 I I PLAN SCALE- 1 "=209 'AUGUST 169 2002 SI�E 11�ATCHLINE z Sam DRAWING SHEET IAATC HLINEES OF 1 1 L-302 �7/ PLAN PREPARED BY. v z SHEET MATCHLINE SHE MATCHLINE I EXIST. 5LDG 5IG 5 SPORTING GOODS/STAFLES RETAIL 5UILDING RETAIL LD IBUi INC-i � 23"4 S.F. 2O000 S.F. 14,400 S.F. ( � TM .I I DAVID EVANS I ANDASSOCIATE.S INC -�-- 23382 Mill Creek Drive, Suite 225 Laguna Hills California 92653-1684 Phone: 949.588.5050 I� I L0 I A LU • ...... 1 w RETAIL L U I L IN !REFER � o� W TO PLANTING .AND IRRIGATION PLAN 6120 S.R LL Q � Y PETER RANDG' AND ASSOCIATES FOR THISAREA. 52.31 F,F ! 'REF R TO ARCHITECT: J U • • �� .� y Lli / W a _.. . ...,._, .-. ...w.. . �..�., .�., ..................... �......._. ..�. .. .�., � � � w ""' LLJ Q 0 Q 0 cL d a CL F- LU • • • • • • • Q _ • • • • a.�...,m. +.as✓�va ,• wwara. . sawacv .vaacw.. Qs aw..w+. wamiu.t .w� m.xs..x, .riww .wrww.s awmem. ^� w.u.v. bmrav awr..u. .w.ra.s+. v..m.sr Mmxw rwwan. .am,� —axrRa mcwmaw. w®wwY.a / 0Q mx�aea�rw.v....we✓.wru.ca.ww.+.v.wrw..« �c U 0 LINT a o ""' ' CHITECT: � � x a, EXISTING WALL FI'�H-. + (255) a 0 r • C!�x LO •• •�� w (.0 Lu N N > W Q Z SEE SHEET L-3.2 FOR PLANTING LEGEND Z W w Z � U � D Q U- w w LLj 00 0Z Q w LL a a ® CD Q z < (D "Cry) Q w g 0 o_ _! I N 1 a) 10 \1 11-1 - ` T. ice N ,'► n I Signature Date q�F CALIF Q 0 I � REVISIONS: X CITY SUBMITTAL (65%) 06.26.02 CITY SUBMITTAL (100%) 07.16.02 CITY COMMENTS 08.16.02 i to D + V v y 0 DRAWN DESIGNED CHECKED z JEHA JXP FTH Li Iv PROJECT NUMBER DATE AIGXOOOO 0001 08. 6 42 ' I = DRAWING TITLE 1 J J J PLANTING 3 SCALE: ' 1 "=20' PLAN { AUGUST 16, 2002 T DRAWING SHEET I � 9 OF 11 L�303 TM Hou DAVID EVANS ANDASSOCIATES INC 1 OR 5 GAL. CALIFORNIA FAN PALMS SHALL 23382 Mill Creek Drive, Suite 225 Laguna Hills California 92653-1684 SHRUB OR DESERT ACCENT BE SKINNED BOTTOM THIRD ONLY La 9 Phone: 949.588.5050 A BACKFILL AFTER SETTLING OCCURS FINISH GRADE z J DO NOT BLEND ORGANIC MIX 2" THK. DESERT / IN PALM TREE BACKFILL GOLD FINES IC14 r PLANTING PIT SHALL BE TWO FEET 'I I WIDER THAN THE ROOTBALL AND ROOT BALL I ONLY THE DEPTH OF THE ( l I PRE-MOISTEN HOLE PRIOR TO ROOTBALL. PLANTING SOIL & SETTING ROOT BALL 1- FERTILIZER I BACKFILL 100% WASHED PLANTING PIT SHALL BE I I=III=III=III= PLANTER SAND THREE TIMES THE WIDTH OF THE ROOTBALL AND ONLY THE NOTE: DEPTH OF THE ROOTBALL. ALL SHRUBS AND DESERT ACCENTS SHALL BE IRRIGATED W z BY ONE EMITTER CAPABLE OF SUPPLYING FINISH GRADE N UNDISTURBED REQUIRED GALLONAGE. PLANTING OF 1, 5, OR 15 GAL. WATER BASIN BERM Lj•• NATIVE SOIL SHRUBS SHALL BE DONE PRIOR TO INSTALLATION OF TYPICAL BOTH SIDES DRIP EMITTERS. w 0 _ 0 U. UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT Z J �. EDGE OF ROOT BALL W/WATER FROM HOSE. D4 NOT �■ J CRACK ROOT BALL. WATER JET SAND AFTER < Q ri.�r. SEE IRRIGATION LEGEND FOR EACH PLANTS REQUIRED BACKFILLING TO ROOTBALL ELIMINATE AIR POCKETS GALLONAGE AND TYPE OF EMITTER. 0 0 _ - III=III-�- BACKFILL MIX FOR DESERT PLANTS TO BE `I I 1=1 117111 NATIVE SITE SOIL ONLY. — _ TREE/SHRUB ROOTBALL TO SIT ABOVE FINISH GRADE. W W UNDISTURBED co NATIVE SOIL D SHRUB PLANTING A _ � PALM PLANTING W Q p J o � c� 1/2"I.D.CINCH TIE d- �. CONTRACTOR SHALL PROVIDE FINES THROUGHOUT Z TREE OR APPROVED EQUAL ENTIRE PROJECT AREA. INSTALL FINES 2" THICK SEE APPROPRIATE PLANTING AND ¢ Z STAKE_ IRRIGATION DETAILS AS NECESSARY > AND RAKE LEVEL. SMOOTH FINES TO DESIRED w GRADE AND WATER UNTIL MOISTURE PENETRATES a� TOTAL DEPTH OF FINES. AFTER WATER DISAPPEARS 3D" �, — 2"DIA.LODGEPOE PINE STAKES TREATED AND FINES ARE STILL MOIST, ROLL WITI{ HEAVY FINISH GRADE OF 'DESERT WITH COPPER NAPTHANAE. STAKES AT ROLLER AND ALLOW TO DRY. GOLD* FINES SHALL BE 1" AT OUTER EDGE OF ROOTBALL BELOW CURB ELEVATION TREE w (COORDINATE PLANTING INSTALLATION WITH OWNER AND SLOPE 1% TO CENTER REPRESENTATIVE PRIOR TO COMMENCING WORK OF MEDIAN. p 2"THK.D.G.MULCH TO ENSURE PROPER DEPTH.) o 00 SET TREE CAREFULLY IN GROUND WITH THE iq FINAL TOP GRADE OF THE TREE EXPOSED 1" 1'A" BERM FINISH GRADE D LEVEL. - MIN. ! PLANTING SOIL(NATIVE SOIL) INTO NATIVE SOIL EXISTING SUBGRADE —III I I III III III M1 TAMPED BACKFILL MIX FIRMLY, PIT SHALL BE 2-1/2X THE DIAM° W _ III III III III I I COMPACT TO AVOID SETTLING. II I I III III _l I I l ( ! 1 l I III I I 1EE1 I I COMPACT SUB-GRADE PRE-SOAK HOLE PRIOR BACKFILL MIX FOR DESERT PLANTS TO BE TO 90% REL. TO PLANTING NATIVE SITE SOIL ONLY. —I I , I I III � I I =III III COMPACTION REMOVE ALL NURSERY STAKES AND TIES i III III PRIOR TO ANY TREE STAKING. MINUS MATERIAL W/0 THK. "DESERT GOLD FINES" NOTE: STAKES TO BE REMOVED 6 MONTHS + LO AFTER INSTALLATION. STAKES MAY BE REPLACE M STA+ ILIZER IF TREES NOT CAPABLE OF STANDING UPRIGHT D w (V WITHOUT SUPPORT.CONTRACTOR SHALL PLACE DECORATIVE > W 04 DESERT GOLD FINES - BOULDERS WHERE INDICATED ON PLANS, A'WtABLE FROM "DESERT SHRUBS TO BE PLANTED 2" ABOVE ROUGH GRADE. z :JCK SUPPLY - LA QUINTA Z (i,30) 360-1354 (CERRA) �• A Z E DECOMPOSED GRANITE (D.G.) MULCH � < UTREE PLANTING & DOUBLE STAKING <C 21-011 -- d- ao TYP. LEGEND o W DECORATIVE BOULDERS SHALL BE PLACED IN EXCAVATED o �/ DEPRESSIONS TO GIVE THE APPEARANCE THAT THE Of D ROCK IS NATIVE TO THE LOCATION. PLACE NO BOULDER 1• WALL. � I M z MORE THAN 12" ABOVE GRADE IN LINE OF SIGHT, 12 GA.WIRE. W0 ALL OTHER BOULDER LOCATIONS NOT TO - — 2 a ILL EXCEED 30" ABOVE GRADE, INCLUDING HEIGHT OF o a. BERM WHERE APPLICABLE. 2 3• EYE BOLT. ry Q v CV Z - ��•. 4• TRAIN VINE WRE CENTER "r, IN WIRE GRID. 3 5. FINISH GRADE. 4 6. PLASTIC SHIELD. L 7• 1/8"GALV.EYE BOLT. ,`1����` S• 'QA� >i :1• t g• 12 GA GALV.WIRE WRAPPED 'n tr _— ••T✓ TWICE AROUND BOLT. Slg,atnro TT-f' T1-1 1_1 COMPACTED �'1 5 s. cMu. �Q � � * f SUB-GRADE Date 10.` ' S� \P --III III III III —III III I FINISH. _ III I I ! qTF (GOP CAO- ELEVATION 11. 1/8"-TOGGLE EYE BOLT 2" THK. "DESERT GOLD FINES' WITH FLAT WASHER. 3/8" MINUS MATERIAL 6 $ 12• ALTERNATE:1/8"EYE SCREW REVISIONS: 7 INTO STRUCTURE MEMBER CONTRACTOR SHALT. PLACE BOULDERS SHALL BE: BOULDERS SHALL RANGE IN SIZE (WHERE IT OCCURS). CITY SUBMITTAL (65%) 06.26.02 DECORATIVE BOULDERS IN EACH BAJA LA CRESTA BLONDE BOULDER FROM 3 TO 5 WIDE. PROVIDE CITY SUBMITTAL 100% 7 LOCATION INDICATED ON THE PLANS. AVAILABLE TROUGH: PHOTO SAMPLES OF ROCK TO ( ) 0 .16.02 FINAL PLACEMENT AND CONFIGURATION KRC ROCK THE LANDSCAPE ARCHITECT WHICH $ NOTES: CITY COMMENTS SHALL BE DETERMINED BY OWNER AND/OR "*—'� TS 08.16.02 PROJECT LANDSCAPE ARCHITECT. 760.744.1036 ARE TRUE REPRESENTATIONS OF COLOR, TEXTURE AND SCALE FOR a. CONSTRUCT 2"MIN. HEIGHT ALL MATERIAL PRESENTED TO THE 9 12 WATERING BERM. OWNER. • •• � SECTIONS b. SEE SHRUB PLANTING DETAIL • CMU WALL REGARDING PLANTING INSTRUCTION XYZ WALL F _ DECORATIVE BOULDER PLACEMENT C VINE TYING DRAWN DESIGNED CHECKED JEHA JXP FTH PROJECT NUMBER DATE AIGX0000-0001 08.16.02 DRAWING TITLE PLANTING DETAILS DRAWING SHEET 1L�3� I 9.0 PLANTING GENERAL NOTES (SEE COVER SHEET) LANDSCAPE CONSTRUCTION ON PLAN PREPARED BY: ,h THE PLANTING PLAN IS DIAGRAMMATIC. PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER 1 . SCOPE PLANT QUANTITIES SPECIFIED. NOTIFY THE OWNER'S REPRESENTATIVE OF DISCREPANCIES PRIOR TO STARTING WORK. C. Plantin Pits Tree& Shrub - Planting its h g ) g p shall be excavated for trees at 2 1/2 times the diameter 19. CONTRACTOR POST INSTALLATION MAINTENANCE 9.2 ANY PLANT QUANTITIES GIVEN IN THE LEGEND ARE APPROXIMATE AND FOR THE CONVENIENCE OF THE OWNER ONLY. of the rootball and for shrubs at 3 times the diameter of the rootball width. All pits shall be only the The work of this section Includes all labor, materials and equipment required to complete work depth of the rootball for both trees and shrub plantings. 3 LANDSCAPE CONTRACTOR SHALL PERFORM A PERCOLATION CHECK FOR ALL TREE PLANTING PITS WHICH APPEAR TO HAVE indicated on the drawings. The work shall be performed in accordance with.the best standards of A. Contractor shall fled.maintain a sufficient number of men and adequate equipment to perform the work here l specified. Plant maintenance work shall consist rt applying water,weeding, A POTENTIAL DRAINAGE PROBLEM. THE TREE PLANTING PITS SHALL BE FILLED WITH WATER AND RE-CHECKED AFTER A 24- practice relating to the various trades and under the continuous supervision of a competent foreman, D. Planting Pits (Palm Trees)- Plantin its shall be caring for plants, Including roundcovers g p 2 feet wider than the rootball and only the depth 9 9 , shrubs and trees,fertilizing and control of pests and HOUR PERIOD. IF THERE IS NO SIGNIFICANT CHANGE IN THE WATER LEVEL, IT IS THE RESPONSIBILITY OF THE LANDSCAPE capable of interpreting the drawings and these specifications. The work included in this section is as of the rootball. Backtill shall then be added as specified: diseases. CONTRACTOR TO PROVIDE FOR ADEQUATE DRAINAGE PRIOR TO PLANTING. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY UPON COMPLETION OF THE PERCOLATION TESTS IN ORDER TO DISCUSS APPROPRIATE follows: Materials; Inspections and Certifications; Grading and Soil Preparation; Soil Conditioners; B. Damage to any planted area shall be repaired Immediately. Depressions caused b vehicles or DRAINAGE SOLUTIONS. Finish Grading; Planting; Staking and Guying; Espaliering; Mulch Layer; Maintenance; Guarantees; F. Soils report recommendations shall take precedence over the amendment and fertilizer application foot traffic shall be filled with topsoil, leveled and replanted. Exterminate gophers and moles, TM and Clean-up. rates specified herein. and repair damage. 9.4 THE LANDSCAPE CONTRACTOR SHALL REPAIR EXISTING LANDSCAPE AREAS WHICH ARSE DAMAGED DURING THE C.APPROVALS c The entire CONSTRUCTION PHASE. ALL DAMAGED MATERIAL SHALL BE REPLACED WITH MATCHING MATERIAL OF SIMILAR SIZE, 2. a project shall be maintained for a period of(90)days commencing from the time all items QUANTITY,AND CALIBER. 10. FINISH GRADING of work have been completed to the satisfaction of L.A.and Owner. 9.5 PRIOR TO PLANTING, CONSTRUCTION ADJACENT TO PLANTING AREAS SHALL BE COMPLETE AND IRRIGATION SYSTEMS INSTALLED A. All sprinkler construction shall be inspected and approved prior to the start of any landscape When preliminary grading, including weeding, has been completed and the soil has dried D. The project shall be cared for in a neat, clean condition at all times to the satisfaction of Owner AND OPERATIONAL. construction. sufficiently to be readily worked, all planting areas shall be graded to the elevations indicated and L.A. on the drawings. Grades not otherwise indicated shall be uniform levels or slopes between points DAV I D E VA N S 9.6 PLANT MATERIAL IN OR NEAR PAVING OR WALLS MAY REQUIRE INSTALLATION PRIOR TO CONSTRUCTION. COORDINATE THIS WORK B. Prior to excavation for planting or placing of stakes, locate all utilities,electric cables,conduits, where elevations are given. Minor adjustments of finish grades shall be made at the direction of the THROUGH THE GENERAL CONTRACTOR. sprinkler lines, heads, valves and valve control wires,and all utility lines so that proper L.A.,if required. g 20• CONTRACTOR POST INSTALLATION GRQUNDCOVER, SHRUB AND AND A S S O C I AT E S INC 233$2 Mil(Creek Drive, Suite 225 9.7 precautions may be taken not to damage such improvements. In the event of a conflict AND TREE MAINTENANCE, y Landscape (L.A.)who shall grade sae a smooth, even and uniform plane without abrupt TAKE SOIL SAMPLES AND SUBMIT WRITTEN REPORT TO LANDSCAPE ARCHITECT PRIOR TO THE START OF SOIL PREPARATION between such lines and plant locations promptly notify Landsca Architect Finish radhll b t change of surf PER THE PLANTING SPECIFICATIONS. p g ace. Grade soil A. . Watering_ New plantings shall be watered once per day for two 2 Laguna Hills California 926 arrange for relocation for one or the other. Failure to follow this procedure places upon areas adjacent to buildings to allow a natural run-off of water away from buildings, and surface drainage P Y ( )weeks after installation. 53-1684 Reduce watering to every other day for the next two(2)weeks. Water thereafter three(3) Phone: 949.58$.5050 9.8 KEEP SHRUBS AND GROUND COVERS A MINIMUM OF 24" BACK FROM PAVING AND CURBS UNLESS SPECIFICALLY NOTED OTHERWISE Contractor the responsibility for, at his own expense, making any and all repairs for damages shall be directed by remodeling surfaces to facilitate the natural "run-off°of storm water. Low s is l� times per week until final acceptance. N THE PLANTING LEGEND. resulting from work hereunder, and pockets shall be one inch below grade of adjacent pavement of any kind.Grading shall be done f t optimum moisture content or working. B. Soil Amendments-Add the approved amendments based upon the approved soils report. 9.9 CONTRACTOR SHALL APPLY A 2"MINIMUM THICK LAYER OF ROCK MULCH OR D.G. IN ALL PLANTING BEDS(BELOW ALL SHRUBS& when soil is at o Incorporate by mechanical tiller into the to 6"of soil in GROUNDCOVER& OPEN SPACES)AS INDICATED ON THE PLAN. SEE PLAN FOR TYPE OF MULCH REQUIRED. 3. QUANTITIES AND TYPES p two directions all amendments. 11. METHOD OF PLANTING AND WORK PROCEDURE 9.10 INSTALL PARKING LOT TREES AT STALL LINES IN PLANTING AREAS WHERE TREES MAY INTERFERE WiTH PARKED CARS. C. Disease and Pest Control -For control of slugs snails apply 9 pp y pelletized tricalc{um arsenate Plant materials shall be furnished in the quantities and/or spacing as shown or noted for each location, 5% by weight and metaidehyde 5% by weight as per manufacturer's recommendations two(2) 9.11 KEEP TREES A MIN. OF 3'-0"(OR AS INDICATED ON PLAN) FROM BACK OF PARKING CURBS TO ALLOW FOR CAR OVERHANG. and shall be of the species, kinds, sizes, etc., as symbolized and/or described in the"Plant Material A. No planting shall be done until all operations in conjunction with the installation of the weeks after installation. Legend" , as indicated on the drawings. The L.A. has prepared this list only o a convenience if irrigation system have been completed, final grades have been established, the planting areas 9.12 ROCK MULCH OR DECOMPOSED GRANITE (D.G.)GROUND COVER AS CALLED OUT ON PLANTING PLAN.APPLY A MINIMUM 2-DEEP have been properly graded and prepared as specified, and the work approved by the L.A. D. Pruning -All shrubs and trees shall be pinch pruned as necessary to encoura e n Contractor and assumes no responsibility for its accuracy. The Landscape Contractor is to verify all to eliminate rank sucker growth. Old flowers,and dead fol{age and limbs shall be removed. and ROCK MULCH OR D.G. IN ALL PLANTING AREAS (INCLUDING PARKING LOT ISLANDS AND SIDE YARDS). NOTE A SAMPLE OF D.G. sizes and quantities. WiLL BE REQUIRED BY THE L.A. PRIOR TO INSTALLATION, B. The relative position of all trees and plants shall be located per plan. Any changes are subject No major pruning shall be done. B. to a review process by the City of Palm Desert. g i A. GRADE AND SMOOTH ROCK MULCH. 4. VERIFICATION OF DIMENSIONS AND QUANTITIES E. Weeding-All planting areas including groundcover,shrub and tree areas shall be kept W SURFACE ROCKS LARGER THAN 1" DIAMETER ARE TO BE REMOVED PRIOR TO SPREADING ROCK MULCH. AFTER SPREADING C. All plants shall be removed from their container and set so that,when settled,the bear the weed-free at all times. Weed shall be dug out by the roots and disposed of off site. Upon ROCK MULCH, REMOVE ALL EXISTING ROCKS THAT SHOW THROUGH THE MULCH LAYER. Y completion of the maintenance period, C. Dimensions are approximate. Before proceeding with any work, Contractor shall verifyall dimensicns same relation to the finished grade that it did to the soil surface in the container. Each pant COMPACT THE CRUSHED ROCK WITH A SMALL RIDING ROLLER. shall be planted in the center of the pit and backfilled unless otherwise speed,with the prepared D. SEE PLANTING PLAN FOR SIZE AND TYPE OF ROCK MULCH. and quantities and shall immediately inform L.A. and Owner of any discrepancies between the drawings soil. No soil in muddy condition shall be used for backfilling. No filling will be permitted around trunks 21. CONTRACTOR PO and/or specifications and actual conditions. No work shall be done in any area where there is such or stems. No root pruning will be permitted. POST INSTALLATION WATERING MAINTENANCE Z Q 9.13 ALL LANDSCAPE WORK SHALL CONFORM TO THE COMMUNITY STANDARDS AND THE CITY/COUNTY&WATER DISTRICT STANDARDS -..� a discrepancy until approval for same has been given by L.A.and Owner. A. Immediately after planting, water shall be applied to each tree by means of a hose. The waterW Z • UNLESS NOTED HERE OR OTHERWISE ON PLANS OR SPECIFICATIONS. D. LA, and/or Owner shall supervise the placing and planting of all plants per plan. shall be 5r. MATERIALS applied in a moderate stream in the planting holes until the material about the roots N 9.14 PLANT TREES A MINIMUM OF 3'(OR AS INDICATED ON PLAN)FROM BACK OF PARKING CURBS TO ALLOW FOR CAR OVERHANG. is completely saturated from the bottom of the hole to the top of the ground. t..L E. In the event that underground construction work or obstructions are encountered in the W _ ALLOW FOR 7'SETBACK FROM LIGHT POLES. FOLLOW CLOSELY THE TREE LOCATIONS AS SHOWN ON THE LANDSCAPE PLAN. planting operation,alternate locations for plant material will be selected by L.A.and Owner; O PAINT LOCATION OF TREES IN THE LANDSCAPE AREA AND RECEIVE APPROVAL FROM OWNER'S REPRESENTATIVE BEFORE Plant materials Indicated on the drawings and herein specified shall conform to the following: operation will be done with approval from the City of Palm Desert and at no extra cost to Owner. B. Plants which cannot be watered efficiently with the existing water system shall be watered by Any operations performed shall be shown on an asbul►t. means of a hose. DIGGING HOLES. Z � - A. Nomenclature- Plant names indicated on the drawings conform to"Standard Plant Names"9.15 FIVE (5)WEEKS PRIOR TO DELIVERY TO SITE, SUBMIT PHOTOS OF NURSERY STOCK TREES SHRUBS U. AND established by the American Joint Co C. Apply water in sufficient quantities, and as often as seasonal conditions require,to keep all GROUNDCOVERS TO Committee on Horticulture. Except for names covered plant material healthy at all times. Care is to be taken in watering as not to cause runoff or erosion. '`� LANDSCAPE ARCHITECT FOR REVIEW. � therein, the established custom of the nursery is followed. /"'ti 12. PLANTING OF TREES �9.16 TWO(2)WEEKS PRIOR TO PLANT MATERIAL DELIVERY TO THE SITE ALL PLANT MATERIAL iS TO BE APPROVED BY THE B. Condition- Plants shall be symmetrical, typical for variety and species,sound, healthy, vigorous, D. orFollowinghy the watered ant{ng of groundcover and shrub plantings, each plant shall be immediate) and LANDSCAPE ARCHITECT AND SECURED BY THE LANDSCAPE CONTRACTOR. (A LONGER PERIOD iS RECOMMENDED . NOTIFY thoroughlythpla planting means of a hose with a slow running stream of water. y free from plant disease, insect pests, or their eggs,and shall have healthy,normal root systems, A. Position plants in plant locations indicated on drawings and secure approval before excavating THE LANDSCAPE ARCHITECT IF PROBLEMS OCCUR WITH INADEQUATE SIZE PLANT MATERIAL TO DISCUSS ADDITIONAL well filling their containers, but not to the point of being root bound. Plants shall not be pits, making necessary adjustments as indicated. 0 NURSERIES AND/OR PLANT SUBSTITUTIONS. E. Inspect irrigation system distribution weekly during maintenance period duration. Repair and adjust I pruned prior to delivery or during establishment period. In no case sheaf/ system as needed to ensure pr oper per operation. 9.17 LANDSCAPE CONTRACTOR SHALL REVIEW EXISTING SiTE SOIL CONDITIONS AND REVIEW GEOTECHNICAL CONDITIONS. trees be topped. B. AiI pits for trees shall be dug with bottoms level,the pit shall be 2-1/2 times the diameter of W W rootball and only the depth of the rootball. Pits shall be backfilled with"prepared soil"to the rt1 C. Dimensions-The height and spread of all plant material shall be measured with branches in required grade, and the balance of the pit filled with"prepared soil"thoroughly settled by water 22. PROTECTION vJ their normal position, and shall be as indicated on the drawings. The caliper of all trees shall application. 2 W be measured 4'-0"above the surface of the ground. Where caliper or other dimensions of any Contractor shall carefully and continuously protect all areas included in the Contract includingIan plant materials are omitted from the"Plant Legend",it shall be understood that these plant C. Set plants in center of pit, in a vertical position, so that crown of ball will be level with finish materials shall be normal stock for type listed. materials, fences, supports, etc., until final acceptance of the work by the L.A.and Owner. p t grade after allowing for watering and settling and shall bear the same relationship to the finish r D. Inspection-Ail plant materials must have been previously inspected at the nursery by grade that it did to the soil surface in the container. 23. GUARANTEE AND REPLACEMENTS �-J w Q0the County Horticultural Department, and shall be subject to the inspection and approval of D. Prepare water basin as wide as plant balls at each plant. Water thoroughly, backfilling any voids o o < the L.A. before planting. with additional prepared planting mix. A. All shrubs and groundcover shall be guaranteed by Contractor as to growth and health for a period of ninety(90)days after completion of the specified� • c CL p maintenance period,and/or final E. Plant List- Is indicated on drawings. ac ceptance eptance by the L.A. All trees shall be guaranteed by Contractor to live and grow in an acceptable upright position for a period of one(1)year after completion of the specified 13. PLANTING VINES, SHRUBS AND GROUNDCOVERS period, and/or final acceptance. F. Sizes of Plants-Shall be as stated on the Plan. Container stock(1-gallon,5-gallon and B. All plants thQ+t show signs of failing growth at any time during the life of the Contract, __. .._ gallon), shall have been grown in containers for at least one(1)year,but not over two years. A. Vines, shrubs and groundcavers shall be planted in pits at least 3 times greater in diameter than their _ ball of earth and only the depth of the rootball. When the plant has been property set,the +t shall be including the maintenance period, or those plants injured or damaged as to render them G. Substitutions-There will be no substitutions and no downsizing of plant material. filled to the required grade with " p n Y p unsuitable for the purpose intended, shall be replaced immediately at no additional cost to owner. q g prepared soil and thoroughly settled by taping and watering. All vines shall be removed from stakes, untied, and securely fastened in an approved manner to the wall, H. Plants Not Approved - Plants not approved are to be removed from site immediately and fence or other surface next to which they are planted. 24. CLEAN-UP replaced with suitable plants. The L.A. and/or Owner reserves the fight to reject entire lots of plants represented by defective samples. B. Prepare a water basin as wide as plant balls at each plant. Water thoroughly, backfilling any voids Upon completion iof the work in this section, Contractor shall remove all rubbish,trash and debris I with additional prepared panting mix. resulting from the operations; remove disused equipment and implements of service; leave entire area 6. INSPECTION involved in a neat and acceptable condition such as to meet the approval of the Landscape Architect. A. All inspections shall be made by City Landscape Inspector, L.A.and Owner. Contractor shaii rk: ,:est 14. CARE OF PLANTS BEFORE AND DURING PLANTING inspection at least two (2)days in advance of the time inspection is required. Plants shall not be all-owed to dry out before or while being planted. Keep exposed roots moist by B. Inspection will be required for the following parts of the work: means of wet sawdust, peat moss or burlap at all times during planting operations. Do not expose (1) During finish grading and soil preparation roots to the air except while being placed in the ground. Wilted plants,whether in place or not, will (2) Specimen trees at source, before delivery. not be accepted and shall be replaced at the Contractor's expense. (3) Planting areas prior to planting. (4) Plants,after delivery to site and prior to planting. 15. WATERING BASINS (5) When vines, shrubs and trees are spotted for planting, but planting holes are not �+ excavated. Construct a firmly compacted mound of soil around each tree and plant to form a watering T"(6) All landscape construction items, prior to the start of the calendar day maintenance basin at the edge of and following the shape of the planting pit area. Mounds or trees and for U) L period("Final Inspection"). vines from 5-gallon or larger containers, shall be at least 2"high. Mounds for all other trees, (Q (7) At completion of calendar day maintenance period("Final Maintenance Inspection"). vines or plants not otherwise specified shall be at least 2"high. Excavated earth, if capable of W N p retaining water, may be used. Any settlement within the basins retaining water shalt be refilled (8) Inspection reports shall be made for each inspection by the L.A.and one copy shall be to the required grade with prepared soil, and additional nitrogen stabilized sawdust worked into submitted to Owner and Contractor. the surface as required to restore the mulched condition. > W (9) Mainline pressure test prior to backfill to be approved by City Landscape inspector. Z � � - 16. TREE STAKING AND GUYING .�... 7. CERTIFICATION Z C)' 1 i A. Do not stake trees unless needed, then stake after planting. No nursery stakes or ties W Prior to job acceptance written certifications shall be submitted to the L.A.for the following: to remain on any tree,shrub,vine,etc. Z ` A. Quantity and Quality of Commercial Fertilizer and Organic Fertilizer. < V B. Quantify and Quality of all Soil Amendments salted for by Plans and Specifications. 17. ESPALIERING OF VINES C. W All trellises and stakes are to be removed from plants and the plants shall be fastened and trained �� v'l addition l any other certificates specified, Contractor shall furnish a certificate with each UJ uantit against fences or walls as directed by the L.A. W delivery of bulk material, stating the source,quantity and type of material and that the material 2 conforms to the specification requirements. For bulk delivered organic fertilizer,the certificate n G� shall also state the volume, net weight, percent of Nitrogen and percent of Phosphoric acid. 18. MULCH LAYER w W 0 O 7 For each fertilizer and soil conditioner, in containers,a similar certificate or invoice shall be 4 �"' 0 Z U. furnished stating total quantities by weight and volume for each material. These certificates w A. Decomposed Granite (D.G.)shall be spread throughout ail designated landscape areas to a depth Q Q shall be submitted to the L.A. and Owner prior to the start of the maintenance period. of two(2) inches,or as described on the drawings.See description on drawings for more information. 8. cn GRADING AND SOIL PREPARATION B. Submit within (30)days after notice to proceed a one half cubic foot sample of specified D.G.to � t'- L.A. and/or Owner for approval prior to installation. a- at < A. Contractor is to finish grade to within 1/10th of a foot or 1"below paving where paving exists. C. Protect all plants during application of mulch. Plants damaged during application will be replaced at the Contractor's expense. B. Moisture Content-The soils shall not be worked when the moisture content is so great that D. installation shall provide a compacted two (2)inch depth of D.G.or a specified on the drawings. excessive compaction will occur;and not when it is so dry that dust will form in the air or that Methods of compacting shall be by rolling, water settling, etc. clods will not break readily. Water shall be applied if necessary to provide ideal moisture A level board not less than eight(8)feet in length shall be used to inspect grade for accuracy and V0�0 content for tilling and for planting. trueness. Unless otherwise specified in the drawings, D.G.finish grade shalt be one(1)inch below the top of curb or sidewalk surfaces. �� C. PreliminaryGrading- Preliminary Grading shall be done in such a manner as to anticipate the finish grading. Excess soils shall be removed or redistributed before application of fertilizer and E. Application of chemical herbicides shall be at the rate of 12-13 pounds per acre. Material shall be mulch. Where soil is to be replaced by plants and mulch,allowance shall be made so that applied in solution with water as recommended by the manufacturer. - when finish grading has begun,there shall be no deficiency in the specified depth of mulched F. Contractor shall remove from site, debris and/or waste materials developed as a result of the work Signature *. planting beds. in this section. All paved surfaces shall be broom cleaned of dirt or D.G.with completion of this work. Date \ G. Areas of D.G. shall be maintained free of weeds,free of other debris,and true to grade-until final D. Weeding- Before and during preliminary and finish grading, all weeds and grasses shall be dug acceptance in this section. All paved surfaces shall be broom cleaned of dirt or D.G.with completion qrF OF CALF out by the roots and disposed of off site. Perennial weeds and grasses to be removed include, of this work. but are not limited to, the following: Nut Grass, Puncture Vine, Dallas Grass,Mustard Plant, Alfalfa,Johnson Grass, and Morning Glory. REVISIONS: E. All Planting areas shall be scarified to a depth of 12 inches below grade with the spacing of the CITY SUBMITTAL (65%) 06.26.02 ripper teeth no greater than 12 inches on center prior to placing conditioners and fertilizers. or All rock and debris more than 2"in diameter shall be removed from the site. CITY SUBMITTAL (100%) 07.16.02 r Y F. Trenches- If irrigation system is installed after grading and fertilizing is completed,the upper CITY COMMENTS 08.16.02 y portion of the backfll shall be retitled and fertilized to the depth specified for the area required, o to conform to the specifications. a� a r K 9. SOIL CONDITIONERS (Revise per soils report by Contractor) A. Landscape Areas- Prior to amending and prior to planting, including trees and shrubs, leaching DRAWN DESIGNED CHECKED Q irrigations should be made in a manner that will pass the minimum of 12 inches of water p JEHA AP FTH through the surface soil zone. When the leaching program has been completed, the Contractor PROJECT NUMBER DATE is responsible for collection and submittal of soil samples for agronomic soil analyses report and recommendations by approved soils lab. The areas to be landscaped shall be cross-ripped or AIGX0000-0001 08.16.02 otherwise tilled to a depth of 12 inches. D DRAWING TITLE B. Sample Submittals- Samples of all soil amendments and plants shall be submitted for inspection and stored on the site until furnishing of materials is completed. Delivery may begin pproval = deli eared in sacks with samples manufacturer'sdirected abel showi g weight and analyses a+ttache fertilizer d to each sack. PLANTING K SPECIFICATIONS s DRAWING SHEET 11OF11