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Home My WebLink About73051 HIGHWAY 111DATE I REVISION/ISSUE 06.21.071 50% CONSTRUCTION DOCUMENTS 06.27.07 BUILDING DEPARTMENT SUBMITTAL 1 08.21.07 PUBLIC WORKSILANDSCAPE SUBMITTAL � � . 1. CONSTRUCT INTEGRAL COLORED CONCRETE PAVING WITH SAW CUT JOINTS PER PLAN. COLOR & FINISH TO BE SELECTED BY THE LANDSCAPE ARCHITECT. SEE DETAIL A, SHEET L190. aD 3-4" DIA. 'ARIZONA' COBBLE BY SOUTHWEST BOULDER & STONE THE CONTRACTOF� SHALL VERIFY COLOR SELECTION W{TH ARCHITECT/ LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 8� SUBMIT SAMPLES FOR � REVIEW & APPRO��,'�L. 6. FURNISH AND INSTALL 6" LAYER OF DECORATIVE COBBLE IN THE LANDSCAPE PER PLAN. SEE DETAIL F, SHEET L190. 7. FURNISH AND INSTALL 3" LAYER OF STABILIZED DECOMPOSED GRANITE IN THE LANDSCAPE PER PLAN. COLOR: 'SOUTHWEST BROWN' BY SOUTHWEST BOULDER 8� STONE. SEE DETAIL D, SHEET L190. 8. FURNISH & INSTALL PRE-CAST CONCRETE TRASH RECEPTACLE. MODEL TO BE S`LECTED BY THE LANDSCAPE ARCHITECT. 9. EXISTING SIDEWA° K TO BE PROTECTED IN PLACE. • ��byu,�-� �v 0 1�,�Fl�RNISH & INSTALL LANDSCAPE UP- T. MANUFACTURER & MODEL TO BE SELECTED B THE LANDSCAPE i�2CHlTECT. . � ., . � � � I " Ir � �i / . � IGHT. 13. LANDSCAPE DETENTION AREA. SEE CIVIL PLAN FOR PRECISE GRADES. MATERIALS LEGEND: A� 1-2" DIA. ' GOLDENEYE' COBBLE BY SOUTHWEST BOULDER 8� STONE THE CONTRACTOR SHAL� VERIFY COLOR SELECTION WITH ARCHIT�CT/ LANDSCAPE ARCHITECT PRIOR TO INSTALLATION 8� SUBMIT SAMPLES FOR REVIEW & APPROVAL. w 0 0 U � � � w J H N 10.05.071 PUBLIC WORKSMNOSCAPE SUBMITTAL 1 BID SET LANDSCAPE ARCHITECT IVY 434 West Cedaz Street Suite 200 San Diego CA 92101 619.235.5360 619.235.5369 Fax info@ivyla.com Landscape Architecture Planning OWNER: WACliOVIA Two Wachovia Center 19th Floor 301 South Tryon Street Charlotte, NC 28202 . � A R C H I T E C T S 2258 �irst Avenue San Diego, Californio 92101 � T 6 i9.235.9262 F 639.235.(352? � SVt,ru� : � � v ��` � ► �`�t �'�° � , c.�, Pa.. �►�. Go�(,�5 �� LEGEND: 2. FURNISH AND INSTALL LANDSCAPE BOULDERS PER PLAN. COLOR: 'CALIFORNIA GOLD' BY SOUTHWEST BOULDER 8� STONE; VARYING SIZES: 3'- 5' DIA. SEE DETAIL C, SHEET L190. 3. CONSTRUCT NATURAL GRAY �ONCRETE PAVING WITH A MEDIUM BROOM FINfSH & TOOLED .�JiNTS. SEE DETAIL A, SHEET L1�0. 5. FURNISH AND INSTALL 3" LAYER OF STABILIZED DECOMPOSED GRANITE IN THE LANDSCAPE PER PLAN. COLOR: 'PALM SPRINGS GOLD' BY SOUTHWEST BOULDER & STONE. SEE DETAIL D, SHEET L190. 4. CONSTRUCT 8" CONCRETE BAND IN THE LANDSCAPE PER PLAN. COLOR TO BE SELECTED BY THE LANDSCAPE ARCHITECT. SEE DETAIL E, SHEET L1 y0. 10. FURNISH AND INSTALL TRASH RECEPTACLE. MANUFACTUREB��QDEL TO BE SELECTED BY THE LANDSCAPE 12. LAN , � i j� la�i �a�- l� �)�i�(�1p�> '� " ._._.-. liv� � �N� � `� ��-�-'�c.:Q..2� C �- � PEC,� i�(rD OCT 1 C �C07 PU61'� :; ��;,; _ -- ._ ',�} ;�;tt �:{' l�� , _ -:T 0' 5' 10' 20' LANDSCAPE CONSTRUCTION PLAN BY I DATE B NUMBER �� ALE E PLAN I�RTH J �� October 5, 2007 BRANCH NO. PROPERTYIQ# 614010 PALM DESERT SHEET NO. L100 OF - SCALE 1"=10'-0" �TATF HWY 1 1 1 � � LEGEND: 1. 1/4" RADIUS EDGE 2. PAVING FINISH SURFACE PER PLAN 3. JOINT FILLER PER SPECIFICATIONS 4. BACl�ER ROD PER SPECIFICATIONS 5. TWO-PART POLYURETHANE SEALANT PER SPECIFICATIONS 6. 1/2" DIA. X 12" LONG STEEL DOWEL @ 24" O.C., PAPER WRAP ONE END NOTES: DATE I REVISIOWISSUE 06.21.07 I 50% CONSTRUCTION DOCUMENTS ! 0627.07I BUILDING DEPARTMENT SUBMITTAL 1 08.21.07I PUBLIC WORKSMNDSCAPE SUBMITTAL 10.05.07 I PUBLIC WORKSMNDSCAPE SUBMITTAL BID SET w 0 0 U vi � � W J H � CONSTRUCTION NOTES: 1. VISIT THE SITE PRIOR TO SUBMITTING BIDS. 2. SUBMIT A UNIT COST PER CUBIC YARD FOR IMPORT SOIL IN-PLACE AND BE COMPLETELY AWARE OF THE AMOUNT OF SOIL NECESSARY TO REACH THE SATISFACTORY GROUND LEVEL. 3. VERIFY ALL PROPERTY LINES OR OTHER LIMIT OF WORK LINES PRIOR TO COMMENCING WORK. 4. REMOVE ALL DEMOLITION ITEMS FROM THE PROJECT SITE AND DISPOSE OF IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS. DO NOT BURY RUBBISH OR DEBRIS ON SITE. 5. REPAIR OR REPLACE ANY DAMAGE TO ADJACENT PROPERTIES, CURBS, WALKS, PLANTING, WALLS, ETC. AT NO ADDITIONAL COST TO THE OWNER. 6. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. 7. REPORT DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUA� FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY CORRECTIONS DUE TO FAILURE TO REPORT KNOWN DISCREPANCIES. 8. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER IMMEDIATELY IF DAMAGE OCCURS AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT. 9. COMPLY WITH ALL PROVISIONS OF THE LATEST BUILDING CODE AND WITH OTHER CURRENT RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE WORK. BUILDING CODEREQUIREMENTS TAKE PRECEDENCE OVER THE DRAWINGS AND IT SHALL BE THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR OR MATERIALS OR BOTH TO BRING TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE AND THE DRAWINGS. 10. LOCATIONS OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHTS, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC., ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. 11. VERIFY ALL PAVING AND HARDSCAPE CONSTRUCTION DRAWINGS WITH SOIL ENGINEER'S REPORT WITH REGARD TO BASE PREPARATION AND FOOTING REQUIREMENTS. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN SUBCONTRACTORS FOR PROPER AND TIMELY PLACEMENT OF SLEEVING, PIPING AND/OR CONDUIT INSTALLATION UNDER OR THROUGH LANDSCAPE ELEMENTS. 13. LANDSCAPE LIGHT FIXTURE LOCATIONS AS INDICATED ON THESE PLANS ARE APPROXIMATE. FINAL LOCATION TO BE VERIFIED BY ELECTRICAL ENGINEER. 14. DO NOT SCALE DRAWINGS. 15. SEE CIVIL ENGINEER'S PLAN FOR PRECISE GRADING AND DRAINAGE INFORMATION. 16. WHERE PAVING AND FINISH GRADE MEET, DEPRESS FINISH GRADE 1 1/2" IN GROUND COVER AREAS UNLESS OTHERWISE INDICATED. 17. FOR PROJECT WALKS DO NOT EXCEED A SLOPE OF 20:1 (5% GRADIENT) UNLESS OTHERWISE INDICATED. 18. CONSTRUCT ALL CURVE TO CURVE AND CURVE TO TANGENT LINES TO BE NEAT, TRIM, SMOOTH AND UNIFORM. 19. CONSTRUCT ALL CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI @ 28 DAYS, PER STRUCTURAL ENGINEER. 20. PROVIDE OWNER WITH ALL WARRANTIES, GUARANTEES, AND INSTRUCTION MANUALS FOR EQUIPMENT, APPLIANCES, FIXTURES, ETC. AS DESCRIBED IN THE SPECIFICATIONS. ��I��TF��JGTI�N I��T�� 1 ) �4) �3) i2 0 � NTS (A � � LEGEND: 1. CONCRETE PAVING - R�FEft TO CONSTRUCTION PLAN FOR COLOR AND FINISH 2. #3 REBAR AT 18" O.C., EACH WAY, CENTERED IN SLAB 3. FINISH GRADE 4. COMPACTED SUBGRADE 5. 1/4" TOOLED RADIUS � KEY SHALL BE 2" DEEPER THAN REST OF CONCRETE NOTES: A. PAVING THICKNESS, BASE PREPARATION AND REINFORCING ARE SHOWN FOR BID PURPOSE� ONLY. B. 4" MIN. DEPTH @ PEDESTRIAN CONCRETE C. 7" MIN. DEPTH @ VEHICULAR CONCRETE D. PROVIDE FINISH SAMPLES CONCRETE F'AVING 1/8" . � ,�� ` �� 0' `��y �,p `( � � f � `� � ��,, 3 ,c�' LEGEND: �� ' 1. 3" DEEP STABILIZED DECOMPOSED GRANITE PAVING� REFER TO CONSTRUCTION LEGEND FOR COLOR. 2. SEE PLAN FOR ADJACENT MATERIAL. FINISH GRADE OF PLANTING TO BE 1-1/2" BELOW CONCRETE BAND. 3. #3 REBAR CONTINUOUS. 4. 90% COMPACTED SUBGRADE. 5. 1/2" TOOLED RADIUS. 6. 8" SQUARE CONCRETE BAND. NATURAL GREY COLOR WITH MEDIUM BROOM FINISH. E) CONCRETE BAND LEGEND: 1. CONCRETE BAND PER DETAIL THIS SHEET. 2. DECORATIVE COBBLE PER CONSTRUCTION LEGEND. 3. FILTER FABRIC/ WEED BARRIER- CONTINUOUS. 4. ADJACENT FINISHED SURFACE/ PLANTER AREA- SEE PLAN. 5. 95% COMPACTED SUBGRADE. LEGEND: 1 GROUNDCOVER OR SHRUB AREA 2 DECOMPOSED GRANITE PAVING- SEE PLAN 3 STANDARD 1/4"X 4" REDWOOD HEADERBOARD - 3 PIECES. 4 1 X 3 X 16 REDWOOD STAKES AT 5'-0" O.C. STAKES SHALL BE PLACED ON GROUNDCOVER SIDE AND SET BELOW TOP OF HEADER BOARD. NOTES: - NAILS TO BE GALV. COMMON NAILS ( NAIL AS REQUIRED FOR SOLID INSTALLATION) - HEADERBOARD SHALL BE LAID TRUE TO LINE � GRADE. - CURVILINEAR PORTIONS OF HEADERBOARD SHALL BE STAKED AT 3'-0 O.C. OR AS FREQUENTLY AS REQUIRED TO MAINTAIN SMOOTH LINES FREE FROM ABRUPT DIPS, BUMPS, AND CHANGES OF DIRECTION. NTS 0 . ��0�� . o ,� ° �Q. �- • O 1/2" 5 3 6 . o .. 0 � O ` 0 o a . . B. EXPANSION JOINT . � * , , �� , a, � o ° . � . . o 0 0 0 C. SAWCUT JOINT CONCRETE JOINTS F� 0 0 . OWNER: NTS WACHOVIA Two Wachovia Center 19th Fioor 301 South Tryon Street Charlotte, NC 28202 LANDSCAPE ARCHITECT SHALL SPECIFY BOULDER COLORS. C � DRAWN BV LEW JOB NUMBER o�,o� SCALE SEE PLAN NORTH F � \// \/ � /\\ �\ � / 1-1/2" �:�.�:�:�:�.�:�:��.�:�::�:�:�:�:�: � \ \ '•�•'•"•'•'•'• •�•'.�.'.'. .'.�.".� /\\ \\ :.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. .:. / // // .................. /\/\/ . . . . . . . . . . . . . . \ . . \\ \\ \ \\ \ , // // // � \�\� \�\� � \\ \\ \ // // // \�� ,�\\ \\ /� // / \/ \ \ \\ REDWOOD HEADER DEC4RATIVE COBBLE NTS BOULDER PER CONSTRUCTION PLAN FINISH GRADE 95 % COMPACTED SUBGRADE BURY BOTTOM 113 OF BOULDER BOULDERS NTS LANDSCAPE ARCHITECT IVY 434 West Cedar Street Suite 200 San Diego CA 92101 619.235.5360 619.235.5369 Fa�c infoQivyla.com Landscape Architecture Planning A. LOCATE JOINTS PER SPECIFICATIONS UNLESS OTHERWISE INDICATED ON PLAN AT ALL JUNCTIONS WITH VERTICAL SURFACES, WALLS/ CURBS/ ETC., UNLESS OTHERWISE NOTED ON THE PLANS. B. SEALANT COLOR TO MATCH ADJACENT PAVING C. CONSTRUCT EXPANSION JOINT WHERE INDICATED ON PLAN AND AT ALL JUNCTIONS WITH VERTICAL SURFACES (WALLS, CURB, ETC..) UNLESS OTHERWISE NOTED ON PLAN VERIFY WITH LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. * 3/4" IF PAVING LESS THAN 4" THICK 1" IF PAVING 4" THICK OR GREATER A R C H I T E C T S 2�58 First Avenue San Diego, Cctlifornio 92101 T 6�19.235.9262 F 619.23�,4522 LANDSCAPE CONSTRUCTION DETAILS NTS DATE October 5, 2007 BRANCH NO. PROPERTYID# 614010 PAIM DESERT SHEET NO. L190 OF - A. TOOL JOINT NOTE: CONTRACTOR SHALL COORDINAT� FINAL PLACEMENT OF BOULDERS IN THE FIELD WITH THE LANDSCAPE ARCHITECT. � a � _ c7 � � a 0 U W _ � LL � f0 O Z O � U W � � w 0 z � ui 0 0 U � � IRRIGATION MAINTENANCE A. MONTHLY MAINTENANCE B. SEMI- ANNUAL MAINTENANCE C. ANNUAL MAINTENANCE THE FOLLOWING ACTIVITIES SHOULD BE PERFORMED AS A REGULAR THE FOLLOWING MAINTENANCE ACTIVITIES SHOULD BE PERFORMED AT THE FOLLOWING MAINTENANCE ACTIVITIES SHOULD BE PERFORMED PART OF THE LANDSCAPE MAINTENANCE PROGRAM OR AT LEAST ONCE LEAST TWtCE PER YEAR; AT LEAST ONCE PER YEAR": PER MONTH: 1. ENSURE ALL FLUSH VALVE! CAP LOCATIONS ARE VISIBLE. 1. CLEAN VALVE BOXES OF DIRT AND DEBRIS. 1. CHECK PLANTS AND SOIL FOR SIGNS OF UNDER WATERING OR 2. ENSURE VALVE BOXES ARE VISIBLE AND CAN BE OPENED. 2. FLUSH FILTERS. A HOSE CAN BE ATTACHED TO THE FLUSH OVER WATERING 3. lNSPECT VALVES, FILTERS, AND PRESSURE REGULATORS FOR CAP TO KEEP WATER OUT OF THE VALVE BOX. 2. INSPECT THE IRRIGATION CONTROLLER TO MAKE SURE IT IS DAMAGE OR LEAKS. REMOVE EXCESS DIRT AND DEBRIS IF 3. INSPECT AND CLEAN FILTERS.DAMAGED OR TORN FILTERS WORKING AND THAT THE WATERING SCHEDULE IS PROPERLY SET. PRESENT IN VALVE BOX. CHECK WIRE SPLICES. SHOULD BE REPLACED. 3. ENSURE ALL EMISSION POINTS ARE VISIBLE AND ABOVE THE 4. MOVE DRIP EMITTERS/ EMISSION POINTS AWAY FROM THE BASES 4. FLUSH LATERALS. FINISH GRADE. OF THE PLANTS IN MOST CASES, EMISSION POINTS SHOULD NEVER 5. MAKE SURE PLANTS HAVE ADEQUATE NUMBERS OF DRIP -EMITTERS CAN QUICKLY BE BURIED WITH DIRT AND DEBRIS. BE CLOSER THAN ONE FOOT FROM THE BASE OF A MATURE PLANT. EMITTERS FOR THEIR SIZE. 4. WITH THE SYSTEM ON, VISUALLY INSPECT FOR LEAKS OR DAMAGE MOST OF THE EMISSION POINTS SHOULD BE LOCATED NEAR -ROOT ZONES EXPAND AS PLANTS GROW. TO EMITTERS, CONNECTORS, OR TUBING. THE DRIP LINE (CANOPY EDGE) OF THE PLANT. 6. TEST REDUCED PRESSURE BACK FLOW PREVENTORS. -ANIMALS AND INSECTS CAN DAMAGE EMITTERS AND TUBING. -MAINTENANCE OPERATIO�IS SUCH AS RAKING AND TF2ASH REMOVAL CAN ALSO DAMAGE DRIP SYSTEMS. -INSPECT FOR DAMAGE AS THE LAST PART OF THE LANDSCAPE MAINTENANCE OPERATION. -QAMAGE SHOULD BE REPAIRED IMMEDIATELY. 5. WITH THE SYSTEM ON, VISUALLY INSPECT EACH DRIP EMITTER FOR CIOGS OR HIGH FLOW. 6.PLUG EMISSION POINTS V1�HERE PLANTS HAVE DIED, OR REPLANT. 7. BURY EXPOSED LINES. IRRIGATION LEGEND SYMBOL MANUFACTURER/MODEL # PSI FLOW DETAIL PRESSURE-COMPENSATING FLOOD BUBBLER • RAINBIRD 1402 ��yyt Q/1,�,� Q1A) �" 30 0.50 GPM G, L-291 LOW-VOLUME EMITTER RAINBIRD XERI-BUG -20PC-10-32 30 2 GPH I B�L, L-291 N/A 2 EMITTERS PER ALL SHRUBS 1 EMITTER PER CACTI/ SUCCULENTS EQUIPMENT LEGEND SYMBOL MANUFACTURER/fl�IODEL # SIZE DETAIL � AQUA CONSERVE CONTROLLER WITH MHSTER VAL`JE (MODEL: ET-86) 8 STA. A, L-290 AND WIRED RAIN/ TEMPERATURE SENSOR iN !_OGKING STAINLESS STEEL CABINET CONTACT AQUA CONSERVE : 877.922.2782 � NEW 3/4" iRRIGATION METER (SEE CIVIL DRAWINGS FOR PRECISE LOCATION) . B FEBCO 875 Y BACKFLOW PREVENTER GV W� �� J, L-291 ►� NIBCO T-580 FULL PORT BRONZE BALL VALVE 1" E, L-290 Q RAINBfRD #33DLRC �" �, i--29Q � RAINBIRD PEB CONTROL VALVE (FOR BUBBLERS ONLY) 1" � RAINBIRD XCZ-100- B- COM (FOR SHRUB ZONES) �" ��■ CLASS 315 PVC lRRIGATION PRESSURE MAINLINE - 18" MINIMUM COVER 1 1/2" F, L-290 CLASS 200 PVC NON-PRESSURE LATERAL LINE - 12" MINIMUM COVER 1" F, L-290 - � - � - � - DRIP VALVE ZONE BOUNDARY ----- SCH 40 PVC IRRIGATION PIPE/CONTROL WIRE SLEEVE - 18" MINIMUM COVER PER SPECS F, L-290 Not Shown UF DIRECT BURIAL CONTROL WIRE WITH WATERPROOF CONNECTIONS 14 GA MAX. WATER ALLOWANCE MWA= (66.82 ETo) (0.5) ( 7775 s.f.) (0.62) / 748 = 215 (100 CFY) ESTIMATED WATER USE EWU LOW =(66.82 ETo) (0.2 PF) ( 5875 s.f.) (0.62) (0.9 IE) / 748 = 58.5 (100 CFY) EWU HIGH =(66.82 ETo) (0.5 PF) ( 1900 s.f.) (0.62) (0.9 IE) / 748 = 47.5 (100 CFY) IRRIGATION AUDITS AT THE COMPLETION OF THE PROJECT, THE CONTRACTOR SHOULD INSPECT FOR LEAKS IN IRRIGATION PIPES AND CONNECTIONS, ENSURE THAT ALL EMITTERS ARE OPERATING AT THEIR PROPER FLOW RATE, AND ENSURE ALL TRENCHES HAVE BEEN PROPERLY COVERED. THE BACKFLOW PREVENTER SHOULD BE TESTED BY CERTIFIED TESTER. IRRIGATION AUDITS SHALL BE IN ACCORDANCE WITH THE STATE OF CALIFORNIA LANDSCAPE WATER MANAGEMENT PROGRAM AS DESCRIBED IN THE LANDSCAPE IRRIGATION AUDITOR HANDBOOK. ALL LANDSCAPE IRRIGATION AUDITS SHALL BE CONDUCTED BY CERTIFIED LANDSCAPE IRRIGATION AUDITORS AT LEAST ONCE EVERY FIVE YEARS. IRRIGATION CONCEPT STATEMENT IN RECOGNITION OF WATER AS A LIMITED RESOURCE IN SOUTHERN CALIFORNIA THE FOL�OWING MEASURES WILL BE UNDERTAKEN TO REDUCE THIS PROJECT'S DEMAND ON THE LOCAL WATER SUPPLY. 1. THE IRRIGATION SYSTEM WI�L BE AUTOMATIC AND INCORPORATE CONVENTIONAL LOW VOLUME DRIP HEADS. IRRIGATION VALVES SHALL BE SEPARATED TO ALLOW FOR THE SYSTEMS OPERATION IN RESPONSE TO THE ORIENTATION AND CONDIT(ON OF THE SITE. THE fRRIGATION CONTROLLER SHALL BE EQUIPPED WITH EVAPOTRAN SPIRATION SENSING CAPABILITIES. 2. PLANT MATERIAL AND IRRIGATION DESIGN WILL BE SPECIFIED IN CONSIDERATION OF THE PLANTS WATER NEEDS AND NORTH, SOUTH, EAST AND WEST EXPOSURES. 3. SOIL SHALL BE PREPARED AND AMENDED PER SOIL REPORT RECOMMENDATIONS TO PROVIDE HEAITHY PLANT GROWTH, COVERAGE, AND TO PROVIDE FOR A MAXIMUM MOISTURE RETENTION AND PERCOLATION. NOTES OSHUT OFF VALVE FOR IRRIGATION SYSTEM LOCATED WITHIN STATE � RIGHT OF WAY. VALVE TO BE LOCATED WITHIN STATE RIGHT OF WAY. SEE LEGEND FOR VALVE TYPE. FURNISH & INSTALL WHITE WATER VA�VE MARKER ADJACENT TO SHU� OFF VALVE. GPM106001 MARKER BY CARSONITE INTERNATIONAL 1-800-648-7974 OR APPROVED EQUAL. DECAL SHALL READ "CALTRANS WATER SHUT OFF". VALVE NO. A � G.P.M. „ METER SIZE Underground Service Alert � �Fo� r� a Call: TOLL FREE � � G� 1-800 � 227-2600 TWO WORKING DAYS BEFORE YOU DIG 0' 5' 10' 20' SCALE 1"=10'-0" PRESSURE CALCULATIONS RE(1UIRED STATIC WATER 75 PS. PRESSURE VALVE A4 (10) WATER METER 3/4" 1.6 BACKFLOW PREVENTION (3/4") 12.0 GATE VALVE (1") 1.0 CONTROL VALVE 3.6 MASTER VALVE 3.6 1.5 " MAINLINE (25 FT) 3.8 1" LATERAL LINE (50 FT.) .5 3/4" LATERAL LINE (124 FT.) 8.2 10% FITTING LOSS 3 PRESSURE REQUIRED @ HEAD 20.0 TOTAL SYSTEM LOSSES 57.3 REG�UIRED STATIC PRESSURE 75.0 RESIDUAL SYSTEM PRESSURE �7.7 onre � Revisiowissue 06.21.07 I 50% CONSTRUCTION DOCUMENTS 0627.071 BUILDING DEPARTMENT SUBMITTAL 1 t 08.21.07 I PUBLIC WqRKSMNDSCAPE SUBMITTAL � 10.05.07 PUBLIC WORKSMNDSCAPE SUBMITTAL BID SET LANDSCAPE ARCHITECT �� 434 West Cedar Street Suite 200 San Diego CA 92101 619.235.5360 619.235.5369 Fax info�ivyla.com Landscape Architecture Planning OWNER: WACHOVIA Two Wachovia Center 19th Floor 301 South Tryon Street Charlotte, NC 28202 A ft C H I T E C T S 2�58 �irst Avenue San Diego, Californio 92101 T 6�l9.235.9262 F &i9.23S.0522 IRRIGATION PLAN DRAWN BY LEW JOB NUMBER os�oa SCALE 5EE PLAN NORTH o�� DATE October 5, 2007 BRANCN NO. PROPERTYID# 614010 PALM DESERT SHEET NO. �200 OF - DATE I REVISION/ISSUE 06.21.07 I 509'o CONSTRUCTION DOCUMENTS 4 0627.07I BUILDING DEPARTMENT SUBMITTAL 1 � 08.21.07I PUBLIC WORKS/LANDSCAPE SUBMITTAL 10.05.07 � PUBLIC WORKSMNDSCAPE SUBMITTAL C: : '?�0��0�'0��`�-- ^ „o „ n 1. 10" ROUND PLASTIC VALVE BOX W/LOCKING LID 2. HEAT BRAND "BV" ON LID IN 2" HIGH CHARACTERS 3. FINISH GRADE 4. 3/4" CRUSHED ROCK - 4" DEPTH 5. BALL VALVE PER IRRIGATION PLAN 6. COMMON BRICK - 4 REQUIRED 7. SCH 40 PVC MALE ADAPTER - 2 REQUIRED 8. MAINLINE PIPING PER IRRIGATION PLAN 9. VALVE BOX EXTENSION(S) AS REQUIRED " 1/2" IN TURF AREAS AND 2" IN SHRUB AREAS NOTE: VALVE BOX SHALL BE BROWN E BALL VALVE 18" MIN. � � NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. * NTS . . . .___. ; 7 r r T r r r r r r r . T T r r r r :......... .. :... �. + + + + + + + + + + + + + + + + + + + i � ++++++++++ ++++++++ _+++++++++++ ++++++++,_ +++++++++++ ++�++++ � _ _ ++++++++++++ _ ++++++++++++++�++++ , ++++++++++++++++++++:___ _. __ +++++�++++++++�++++ _ +++++++++++++++++.►++ _ 2 _ +++++�-��a� ++++++++++++++++++++ 18"MIN. +++++++++++++++++++ ++++++++++++++++++++ ___ +++++++++++++++++++ _._. ++++++++++ 3 _ +++++++++ +++++++++ _ _ +.+�++++.++.+ _ ; +:++:++.� ++.+.+ _ _ �. ;- • ... .+++++++.++..*.+ N :. +*+.+.++++.+.+t 4 *.++t+++.+++� ____ ++..++++�+�+. __ _ +++}+++++ t. ....: +..++-++++..�+ + _ 5 _ + *}}�*� +..+ ,_. ` +.++.+. ++ ++ � ++.++.++ +.++:�. _ +++++++ + + _ __+++,++�+++++++++ + + 6 ++++++++++++++++++ ++++++ +++++++++++++: __ ++++++++++++++�++++ ++++++ +++++++++++++ ___ ; - + + + , + + + + + + + + + + + + + I _ _ _ _ __ __ ++++++ ++++++ ++ ++ ++++++++++++ ++ ++ ;__ __ + + + + + _ ___ ++++++++++ + ++ + , ++++++ ++++ + +++++_ ++++++++++ +++++ 6�� SECTION 1 ELEVATION 1. FINISH GRADE 2. CLEAN BACKFILL - 90 % COMPACTION REQUIRED - SEE SPECS 3. NON-PRESSURE LATERAL LINE PER LEGEND 4. PRESSURE MAINLINE LINE PER LEGEND 5. CONTROL WIRES - INSTALL BELOW PRESSURE MAINLINE 6. PROVIDE 2" OF CLEAN SAND BELOW PRESSURE MAINLINE AND SHADOW ALL PIPES W 4"OF CLEAN SAND Notes: Bundle and tape wires at 10' o.c. Pigtail and loop control wires at all changes in direction of piping. Splicing of wire runs is not permitted unless prior approval is obtained from the owner and irrigation designer. Run control wires in same trench as pressure mainline where possible. 36" minimum cover is required for reclaimed water mainlines (where applicable). Install 1'x1'x1' thrust blocks at all changes in direction of pressure mainline (45's, 90's, tee's, etc.) and at all terminal points of the mainline. F PIPE AN� SLEEVING NTS NOTES: TEE OFF MAINLINE TO BE SAME SIZE AS LATERAL LINE EXITING VALVE. ONLY REDUCE PIPE AT THE VALVE. SIZE BOX FOR CONTROL VALVE AND BALL VALVE TO FIT WITH ADEQUATE OPERATION OF � BALL VALVE HANDLE. l I ll __ ___ l I 18"-24" C � � A-1 6" � \'� \ I � * 2 3 _ . _.� _ _... _ _ _. . . _ ! ' , 12�� 0 � ,--, � ,-. ,. ._ �, „ „ ,.r, ,-... �- -. - : � U � U � U 8. COMMON BRICK - 4 REQUIRED 9. PVC LATERAL LINE PER LEGEND 10. PVC SCH 40 ELL - SxS 11. PVC MAINLINE PER LEGEND 12. SCH 40 PVC MAINLINE FITTING 13. 3/4" GRAVEL - 6" DEEP 14. 'CHRISTY'S' I.D. TAG OR EQUAL 15. SCH 80 NIPPLE - LENGTH AS REQUIRED - SAME SIZE AS VALVES 16. BALL VALVE PER EQUIPMENT LEGEND SAME SIZE AS CONTROL VA�VE " 1/2" IN TURF, 2" IN PLANTER � U 1. ELECTRIC CONTROL VALVE PER LEGEND 2. 'JUMBO' PLASTIC VALVE BOX WITH BOLT DOWN LID - HEAT BRAND STATION NUM- BER ON LID IN 2" HIGH CHARACTERS 3. FINISH GRADE 4. PVC SCH 40 MALE ADAPTER - SIZE AS REQUIRED - TYP. OF 2 5. WATERPROOF WIRE CONNECTOR WITH 36" COILED EXPANSION LOOP 6. WIRES FROM CONTROLLER 7. COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER NOTE: VALVE BOX SHALL BE BROWN C BUBBLER REMOTE CONTROL VALVE NOTE: USE TEFLON TAPE ON ALL MALE PIPE THREADS. 1. 10" ROUND PLASTIC VALVE BOX WITH LOCKING LID 2. HEAT BRAND "QCV" ON LID IN 2" HIGH CHARACTERS 3. FINISH GRADE 4. 3/4" CRUSHED ROCK 4" DEEP 5. QUICK COUPLER PER LEGEND 6. PVC SCH 80 NIPPLE LENGTH AS REQUIRED 7. PVC SCH 40 STREET ELL TxT 8. PVC SCH 40 ELL - TxT 9. SCH 40 PVC MA{NLINE FITTING 10. PVC SCH 40 MAINLINE PIPING PER EQUIPMENT LEGEND 11. WALK, CURB, OR WALL, ETC. 12. #4 REBAR, 18" MINIMUM LENGTH SUPPORT STAKE 13. STAINLESS STEEL CLAMP - 2 " 1I2" IN TURF AREAS 2" IN SHRUB AREAS. NOTE: VALVE BOX SHALL BE BROWN p QUICK COUPLER VALVE NTS NTS � �� : G.I.F. 120V SERVICE TO G.F.1 OUTLET WALL MOUNTED BOX IRRIGATION CONTROLLER ENCLOSURE, PER MANUFACTURES RECOMMENDATIONS: IRRIGATION CONTROLLER OTES: , ALL ELECTRIC WORK SHALL CONFORM TO LOCAL CODE: . SEE ELECTRICAL SPECIFICATION . ALL BOXES SHALL BE INDEPENDENTLY GROUNDED A WALL M�UNT CONTROLLER NOTES: TEE OFF MAINLINE TO BE SAME SIZE AS LATERAL LINE EXITING VALVE. ONLY REDUCE PIPE SIZE AT VALVE. SIZE VALVE BOX FOR ALL EQUIPMENT TO FIT WITH EASY ACCESS TO BALL VALVE AND FILTER FOR CLEANING. 18"-24" � 1 1 � U � � 1. ELECTRIC CONTROL VALVE PER LEGEND 2. 'JUMBO' PLASTIC VALVE BOX WITH BOLT DOWN LID - HEAT BRAND STATION NUM- BER ON LID IN 2" HIGH CHARACTERS 3. FINISH GRADE 4. PVC SCH 40 MALE ADAPTER 5. WATERPROOF WIRE CONNECTOR WITH 36" COILED EXPANSION LOOP 6. WIRES FROM CONTROLLER 7. COMMON WIRE TO OTHER VALVES ON SAME CONTROLLER 8. COMMON BRICK - 4 REQUIRED A-1 NTS 2 CONTROL WIRES IN 2" 0 GALV. CONDUIT s° -� 1 �� o o�o o ^o o�o o�o � ^o�' I 3 � . � 2,� 9 E:� � U � U � U � 9. PVC LATERAL LINE PER LEGEND 10. PVC SCH 40 ELL - SxS 11. PVC MAINLINE PER LEGEND - TYP 12. SCH 40 PVC MAINLINE FITTING 13. 3/4" CRUSHED ROCK - 6" DEEP 14. 'CHRISTYS' I.D. TAG OR EQUAL 15. BALL VALVE PER LEGEND 16. Y-FILTER PER LEGEND 17. PRESSURE REGULATOR PER LEGEND 18. SCH 80 PVC NIPPLE - TYP 19. SCH 40 PVC FEMALE ADAPTER * 1/2" IN TURF, 2" IN PLANTER NOTE: VALVE BOX SHALL BE BROWN B DRIP ZONE CONTROL VALV� 5 1! NTS I BID SET IANDSCAPE ARCHITECT IVY 434 West Cedar Street Suite 200 San Diego CA 92101 619.235.5360 619.235.5369 Fax info@ivyla.com Landscape Architecture Planning OWNER: WACNOVIA Two Wachovia Center 19th Floor 301 South Tryon Street Charlotte, NC 28202 A R C H i T E C T S 2258 1=irst Avenue San Diego, Cal�fornia 921Q1 T G19.235.92G2 F 6i9.235.0522 IRRIGATlON DETAILS DRAWN BY LEW JOB NUMBER os, oa SCALE SEE PLAN NORTH DATE October 5, 2007 BRANCH NO. PROPERTYID# 614010 PALM DESERT SHEET NO. L290 OF - w 0 0 U � � � W J � � • � a �a , a a � �. � a e a / � � � � � � � � � NOTE: ONE (1) EMITTER PER CACTI 1O SINGLE-OUTLET EMITTER: RAIN BIRD XB-20PC-10-32 THREADED 2 GPH (X2) XERI-BUG EMITTERS O2 POLYFLEX RISER: RAfN BIRD PFR-12 (LENGTH AS REQUIRED) O3 FINISH GRADE 4 1/2-iNCH X POIYFLEX RISER ADAPTER: RAIN BIRD FRA-050 O PVC SCH 40 TEE OR ELL OPVC LATERAL PIPE � '1 1 ►� V � L CACTI/ SUCCULENT EMMfTER NTS IRRIGATION INSTALLATION HEAT BRAND ADV IN 2" HIGH LETTERS ON VALVE BOX COVER FINISH GRADE COMPRESSION FLUSH CAP: RAIN BIRD CF-21 1/2-INCH POLY PIPE (LENGTH AS REQUIRED) COMPRESSION ADAPTER 1/2 THREADED PVC TO COMPRESSION 1/2-INCH PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 TEE OR ELL PVC LATERAL PIPE NOTE: VALVE BOX SHALL BE BROWN K FLUSH VALVE 1. All mainline 2" and smaller shall be buried with a minimum of 18" of cover. Mainline 21/2"-4" shall be buried with a minimum of 24" of cover. 2. Pon �pres�sure I��ral Ig es �es�thar�,3" sF�algbe buried wi�a minjm�m f 12".of cover. f� n res ure atera ines rea er an for ar e rotors sha e burie wit�i a minimum of � of cover. 3. All pvc pi pe under pavement shall be buried with a minimum of 36" of cover for mainline and 24" for lateral lines and installed in sch. 40 pvc sleeves. 4. The electrical supply is existing. Contractor is responsible for hooking-up the Controller to the electrical source provided. 5. Contractor is responsible for connecting the mainline to the POC. 6. All electrical control wire shall be direct burial #14 U.F. approved in an 18" deep trench installed under the mainline pipe. Wire connectors shall be pentite or dri-splice only. Colors for control wire shall be as follows: a. Common wire - White (for multiple controllers refer to specifications) b. Hot wire - Black (for multiple controllers refer to specifications). c. Extra wire - Orange d. Extra common w�re - White with Orange stripe e. Flow meter wire - Red w/black stripe/Black w/red stripe f. Master valve - Blue w/white stripe/White w/blue stripe 7. Contractor shall verify in the field all sleeves either existing or to be installed. 8. Contractor shall supply 2 quick coupler keys and matching hose ells to the Owner at the end of the maintenance period. 9. All automatic controller programs must be set to operate between the hours of 10 P.M. and 6 A.M. 10. All irrigation work shall be guaranteed by the contractor as to material and workmanship for a period of one year following the date of final acceptance of the work from the Owner. 11. The irrisation contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or differences in the area's dimensions exist that might not have been considered in the engineering. Such obstructions or differences shall be brought to the attention of the Landscape Architect. In the event this notification is not performed, the irrigation contractor shall assume full responsibility for any revision necessary. 12. Extreme care shall be exercised in excavating and working near existing utilities. Contractor shall verify the location and condition of al{ utilities and be responsible for damage to any utifities. 13. The contractor shall at all times protect his work from dama�e and theft and replace all damaged or stolen parts at his expense until the work is accepted in writing by the owner. 14.A11 constant pressure lines shall be tested for 2 hours under a hydrostatic pressure of 150 pounds per square inch and be proven watertight. Contractor shall Provide all equipment for hydrostatic tests. Hydrostatic tests sha11 be in the presence of the Owner s authorized representative. Call 48 hours in advance of inspection. 15. Except as otherwise provided. the contractor shall procure all permits and licenses, pay all charges and fees and give all notices necessary and incidental to the due lawful prosecution of the work. 16. The Landscape Architect shall be notified finro working days in advance of construction. 17. Conduit for 120v power shall have a minimum burial depth of 30" and 12" minimum clearance from all other utilities. All electrical conduit for 120v power and controller wire shall have a 1/2" Yellow nylon pull rope. 18. The irrigation is based on a minimum static pressure of 70 PSl and a maximum of 80 GPM'S. Contractor shall notify the Landscape Architect of any discrepancies prior to the start of any construction. NTS OSINGLE-OUTLET EMITTER: RAIN BIRD XB-20PC-10-32 THREADED 2 GPH (X2) XERI-BUG EMITTERS 2O POLYFLEX RISER: RAIN BIRD PFR-12 (LENGTH AS REQUIRED) /OF�h RADE � 1/2-INCH X POLYFLEX RISER ADAPTER: RAIN BIRD FRA-050 O5 PVC SCH 40 TEE OR ELL O6 PVC LATERAL PIPE �. . � v � ►�� ...�.. v .,.� . . .wt �-'�-�C..(J I � NOTE: TWO (2) EMITTER PER SHRUB I SHRUB EMMITERS V � 3 � V i �illll��lll� Inlet Inlet As Close i'o Service Connection As Possible (Immediately After Water Meter). Copper On Inlet Side. Flow , ... 12" Min. � `1- 24" Max. III II� �� LIST OF MATERIALS 01 Approved reduced pressure principl ackflow prevention assembly, ball valves i luded. �2 Pipe spool, type "L" hard copp , 3/4" thru 2 1/2". �3 90° ell, copper, 3/4" thru 2 1 ". � Pipe union, brass or cop r. 0 Test cocks with brass ugs or adaptors with caps installe . (4 Required) ,J BACKFLOW PREVENTOR - Fip(shed Grade / III �ii � �� Outlet 1 48" Min. Copper On Outlet Side � �� 1` u �� ENERALNOTES 1. ntact the City f Scottsdale a astewater Operations, Backflow Prevention 312�€668, for latest list of approved back- flow p? vention a�semblies or certified testers. 2. Backflow� eventers must be tested by a certified te ter before final approval is issued. 3. Copper fittings hall be connected with lead free solder joi� . 4. Finished grade �n� rneath the backflow pre- venter shall be at 9°o compaction. 5. AI{ nipples to be copper \brass. 6. Piping under the City right b�way must be type "K" copper. � 7. Call for underground inspection before backfilling trench. � NTS 1. ELECTRIC EMITTER CONTROL VALVE ASSEMBLY. 2. BACKBONE LATERAL- SCHEDULE 40 PVC PIPE 3. FLUSH VALVE SEE DETAIL THIS SHEET 4. DRIP LATERAL - SCHEDULE 40 PVC PIPE 5. BOUNDARY FOR DRIP VALVE ZONE 6. SHRUB EMITTER PER DETAIL THIS SHEET 7. IRRIGATION MAINLINE � J) �� , � � .� 1 NTS � �ubbJ�rs .�.�h�? NTS G TREE UBBL�S � �� P �� V, _� � V" � u�r �---�3� 1. TREE TRUNK ' 2. TREE ROOTBALL 3. 2" LODGE POLE PINE STAKES PER PLANTING PLAN 4. PLANT BACKFILL PER PLANTING PLAN �6. �Mf6�FF GRADE 7. UNDISTURBED NATIVE SOIL 8. BUBBLER PER LEGEND (TWO PER TREE) 9. 1/2" SCH 80 PVC NIPPLE - LENGTH AS REQUIRED 10. 1/2" SCH 40 PVC ELL - SxT 11. 1/2" CLASS 315 PVC LATERAL LINE 12. SCH 40 PVC TEE AROUND PLANTING PIT _�^._�'a-` l��A\/CI 1 1 �nc�r �r r+.�►i n�nr 1 J. I� LT�414�1 CG�7"ICJ�Or-L7iV'CI1�iiT' �"� * rG _ IYIVV�I' �l G JI�R�� • �� EMISSION DEVICE ON FLEX RISER NTS DATE I REVISIOWISSUE 06.21.07 I 50% CONSTRUCTION DOCUMENTS 06.27.07I BUILDING DEPARTMENT SUBMITTA� 1 08.21.07 PUBLIC WORKSMNDSCAPE SUBMITTAL 10.05.07I PUBLIC WORKSMNDSCAPE SUBMITTAL BID SET LANDSCAPE ARCHfTECT IVY 434 West Cedaz Street Suite 200 San Diego CA 92101 619.235.5360 619.235.5369 Fa�c infoQivyla.com Landscape Architecture P(anning OWNER: WACHOVIA Two Wachovia Center 19th Floor 301 South Tryon Street Charlotte, NC 28202 IRRIGATION D ETAI LS DRAWN BY LEW JOB NUMBER o�,o� SCALE SEE PLAN NORTH DATE October 5, 2007 BRANCH NO. PROPERTYID# 614010 PALM DESERT SHEET NQ. L291 OF - DATE � REVISIOWISSUE 06.21.07I 50% CONSTRUCTION DOCUMENTS w 0 0 U � � ^ W J F � � w a � � 0 w � z � w _ � � O � � g W _ �- � w 0 z � PLANTING LEGEND SYM. BOTANICAL/COMMON NAME: TR�ES 0 PALMS 0 *WATER USE CLASSIFICATION OF LANDSCAPE SPECIES CROP FACTOR PERCENT OF ETo H-- HIGH 70% - 90% M-- MEDIUM 40% - 60% L-- LOW 10% - 30% VL-- VERY < 10% � // CERCIDIUM PRAECOX/ SONORAN PALO VERDE " BOX (** L�WER BRANCHES TO REMAIN ON TREES) WASHINGTONIA FILIFERA / CALIFORNIA FAN PALM (** SKINNED TRUNKS) SYM. BOTANICAUCOMMON NAME: SHRUBS .• v DALEA PULCHRA / BUSH DALEA SENNA ARTEMISIODES / FEATHERY CASSIA GROUND COVERS ■ x EIVCELIA FARINOSA / DESERT ENCELIA G(�h�c�. � � . ��x��. SPACING: 6' O.C. 6' O. C SIZE: 12- 15' BTH �� SIZE: 5 GAI.. 5 GAL. 6' O.C. 1 GAL. 18" O.C. 1 GAL. OENOTHERA CAESPITOSA / TUFTED EVENIN� PRIMROSE PERENNIALS , ERIGER KARVINSKIANUS / 18" O.0 A I�JIM�� ,Ck��-�'eu,°`' ORNAMENTAL GRASSES ` NASSELLA TENUISSIMA/ 18" O.0 MEXICAN FEATHER GRASS AGAVE/ SUCCULENTS � AGAVE BOVICORNUTA / SEE PLAN COW'S HORN AGAVE � AGAVE VILMORINIANA / SEE PLAN OCTQPUS AGAVE FOUQUIERIA SPLENDENS / SEE PLAN OCOTILLO PACHYPODIUM LAMEREI/ SEE PLAN MADASCAR PALM 5 GAL. 1 GAL. 5 GAL. 5 GAL. 7�9 �CANES (7-10' TALL) L L � f►�i, L 0 L 0 5 GAL. � ! M CEREUS PERUVIANUS 'MONSTROSUS'/ 5 GAL. L CEREUS �O� �D/v M h S �� ,� U _"` � �Jh . �j-e� � � V TOTAL LAN DSCAPE AREA: RIGHT OF WAY LANDSCAPE AREA: 2640 S.F. ON- SITE LANDSCAPE : 5135 S.F. TOTAL LANDSCAPE: 7775 S.F. 06.27.07I BUILDING DEPARTMENT SUBMITTAL 1 08.21.07� PUBLIC WORKSMNDSCAPE SUBMITTAL 10.05.07I PUBLIC WORKSMNDSCAPE SUBMfTTAL BID SET LANDSCAPE ARCHRECT IVY 434 West Cedar Street Suite 200 San Diego CA 92101 619.235.5360 619.235.5369 Fax info@ivyla.com Landscape Architecture Pt�g OWNER: WACHOVIA Two Wachovia Center 19th Floor 301 South Tryon Street Charlotte, NC 28202 A R C H I T E C T S 2�58 �irst Avenue San Diego, Californ'so 92101 PARKING LOT LANDSCAPE REQUIREMENTS: U _ a � � � z Q J Q � � H U a w x � TOTAL PARKING AREA = 5,330 SF TOTAL INTERIOR LANDSCAPE AREA REQUIRED = 267 SF (5%) TOTAL INTERIOR LANDSCAPE AREA PROVIDED = 286 SF (5.4%) TOTAL TREES REQUIRED = 6(1 PER 3 PARKING SPACE - 17 TOTAL PARKING SPACES) TOTAL TREES PROVIDED = 6 0' S' 10' 20' SCALE 1 "=10'-0" * WUCOLS cP.,1� L �� " WUCOLS M T 6�19.235.9262 F 619.235.(}522 PLANTING PLAN DRAWN BY LEW JOB NUMBER 06104 SCALE SEE PLAN NORTH �-� � DATE October 5, 2007 BRANCH NO. PROPERTYID# 614010 PALM DESERT SHEET NO. L300 oF - PLANTING NOTES: 1. REFER TO PLANTING SPECIFICATIONS AND DETAILS FOR SOIL PREPARATION, FERTILIZATION, MULCHING AND OTHER PLANTING INFORMATION. . 2. NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 48 HOURS ��' PRIOR TO COMMENCEMENT OF WORK TO COORDINATE A PROJECT INSPECTION/ LANDSCAP INSTALLATION REVIEW. NOTIFY THE�TY OF� ALM�E E AT LEAST 24 HOURS PRIOR� TO COMMENCEMENT OF WORK TO REQUEST AN INSPECTION. 3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE PROCEEDING WITH THE WORK. NOTIFY LANDSCAPE ARCHITECT IMMEDIATELY SHOULD FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLAN. 4. REPORT ANY DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS TO THE LANDSCAPE ARCHITECT. CORRECTED DRAWINGS OR DRAWING CLARIFICATIONS SHALL BE ISSUED PRIOR TO THE CONTINUATION OF THIS WORK. ANY CHANGES TO THE APPROVED PLAN SHALL BE SUBMITTED TO THE CITY OF PALM DESERT FOR REVIEW & APPROVAL. 5. LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND PROTECT THEM FROM DAMAGE. NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY AND ASSUME FULL RESPONSIBILITY FOR EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH DAMAGED UTILITIES. 6. LOCATION OF N.I.C. CONSTRUCTION ELEMENTS SUCH AS LIGHT, SIGNS, VENTS, HYDRANTS, TRANSFORMERS, ETC. ARE APPROXIMATE. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD THE LOCATION OF THESE ITEMS INTERFERE WITH THE PROPER EXECUTION OF WORK. 7. OBTAIN ALL SOIL FOR LANDSCAPE PLANTING AREAS OR BERMS FROM ON-SITE EXCAVATIONS. SHOULD IMPORT SO{L BE NECESSARY, SUBMIT IMPORT SOIL TESTING RESULTS FOR APPROVAL PRIOR TO IMPORTATION. SOIL SHALL BE SANDY LOAM CONTAINING NO TOXIC CHEMICALS OR ELEMENTS WHICH MAY INHIBIT OR RETARD NORMAL PLANT GROWTH. 8. INSTALL SOIL PREPARATION AND BACK FILL MIX TO CONFORM TO THE SOILS REPORT RECOMMENDATIONS IN THE REPORT BELOW. 9. KILL AND REMOVE ALL EXISTING WEEDS FROM SITE AREAS PER SPECIFICATIONS. 10. ASSURE POSITIVE DRAINAGE IN ALL PLANTING AREAS, 2% MINIMUM. 11. LOCATE AND TAG ALL PLANT MATERIAL. MATERIAL SHALL BE IN CONFORMANCE WITH PLANTING PLAN DESCRIPTIONS AND SPECIFICATIONS. ALL PLANT MATERIAL IS SUBJECT TO REVIEW AND APPROVAL BY CITY OF PALM DESERT & LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. THE CONTRACTOR SHALL PROVIDE THE LANDSCAPE ARCHITECT PHOTOS OF REPRESENTATIVE EXAMPLES OF EACH TAGGED BLOCK OF ALL TREES & SHRUBS A MINIMUM OF 21 DAYS BEFORE ANTICIPATED DELIVERY. PHOTOS SHALL INCLUDE A PERSON FOR SCALE PURPOSES (TREES ONLY). THE LANDSCAPE ARCHITECT MAY OPT TO REVIEW MATERIAL AT GROWING NURSERY. MATERIAL DELIVERED TO THE ALL PLANT MATERIALS DELIVERED TO THE SITE MAY BE REJECTED BY THE CITY OR LANDSCAPE ARCHITECT BASED ON UNHEALTHFUL APPEARANCE OR NON CONFORMANCE WITH SPECIFICATIONS EVEN IF PREVIOUSLY REVIEWED BY THE LANDSCAPE ARCHITECT. ALL TREES SHOULD MEET CURRENT ANSI STANDARDS OR ARIZONA NURSERY ASSOC. STANDARDS. 12. ALL TREES WITHIN A SPECIES SHALL HAVE MATCHING FORM, A SINGLE LEADER, AND GOOD STRUCTURE. 13. FINAL LOCATION OF ALL PLANT MATERIALS SHALL BE PER THE APPROVED LANDSCAPE PLAN. 14. INSTALL GROUND COVER AND/OR SHRUB MASSES WITH TRIANGULAR SPACING UNLESS OTHERWISE INDICATED. 15. REMOVE ALL NURSERY STAKES AND ESPALIER RACKS IMMEDIATELY AFTER INSTALLATION UPON PROVIDING SUPPORT PER PLAN. 16. DURING THE LENGTH OF THE GUARANTEE PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPEf� STAKING OF ALL TREES TO ENSURE STABILITY. 17. AFTER ROUGH GRADES HAVE BEEN ESTABLISHED IN PLANTING AREAS, HAVE SOIL SAMPLES TAKEN AT THE LOCATIONS INDICATED BY DESIGNATION �# ON SHEET L-300. HAVE ALL SAMPLES TESTED BY A LOCAL SOIL FERTILITY LAB FOR SOIL FERTILITY, AGRICULTURAL SUITABILITY TEST AND SOIL PREPARATION RECOMMENDATIONS. TAKE TWO SAMPLES AT EACH LOCATION: (1) GROUND LEVEL TO 10' DEEP, (2) 24" TO 36" DEEP. EACH SAMPLE SHALL CONTAIN APPROXIMATELY 1 QUART OF SOIL TO BE LABELED PER LOCATION AND DEPTH. SUBMIT SOIL REPORT TO THE LANDSCAPE ARCHITECT OF RECORD 8� CITY OF PALM DESERT FOR REVIEW & ACCEPTANCE PRIOR TO INSTALLING ANY PLANT MATERIALS. IF LOCATIONS FOR SOILS TEST ARE NOT FOUND ON PLANS IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE LANDSCAPE ARCHITECT FOR SAID LOCATIONS PRIOR TO BEGINNING ANY WORK. � PLANTING NOTES ❑� \I�/� �� .�// 1. �� A 2. BASIN 3. UNDISTURBED NATIVE SOIL 4. TEMPORARY EARTH BERM 5. BACKFILL MIX PER SPECIFICATIONS 6. TRUNK SHALL BE VERICAL NOTES: �� A. FOR REQUIRED PLANTING METHODS REFER TO SPECIFICATIONS (NOTE SPECIAL TREATMENT) B . iVGS1�E�1�►€--ri�H+�L SID •' • • ` i ' ` `' ! ► I ' � PALM TREE PLANTING `��7 NTS f� 0 � C SHRUB PLANTING EDGE OF PLANTING AREA 2/3 O.C. SPACING o e o e e e � je e e e e o v 0 o e o e e � /\ /\ /\ /\ /\ /\ � EQUAL NOTE: A. ALL SHRUBS/GROUNDCOVER SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. SHRUB /GROUND COVER SPACING �'\\\� ' i ' "- � i: ; ��// � � \�/ //\//\\� 6 �� /�� %j�/ \� � � �p: Z:` � ��j�� ROOTBALL �� \�� /\\�� i� \ \ i i % %� � , :� j`��\\\\ i i % i%.i �� /\��j /\///\//\ //\\/ i��\ ��\/�� \ \� %\/�/\/�/ �/� i��///��//�� /, / �\ /\ ►�� 24" BOX TREE M .. . � /� �\ •1 �� PLAN VIEW LEGEND: O CINCH TIES O2 2" DIA. LODGE POLE PINE STAKE. 10' LONG FOR 24" BOX A p CLEAR OF ROOTBALL. O WATER BASIN. 4" MIN. DEPTH (DEEP WATER TREE IMMEDIATELY UPON PLANTING.) REMOVE BASIN A D OF MAINTENANCE PERIOD. �� 4O F GRADE. O AMENDED BACKFILL. SEE SPECIFICATIONS. TAMP AND SETTLE BACKFILL BEFORE PLANTING SO THA'f TREE DOES NOT SINK AFTER PLANTING. O UNDISTURBED NATIVE SOIL. 7 }' o� R� �7' cRow1J 7D !3S /�'r' RNk(.6 rr�e. D g c i n�T �Q'r�rTEB-�F?�AD E LEGEND: 1. CROWN OF PLANT TO BE PLANTED 1/2"-1" ABOVE FINISH GRADE 2. BASIN 3. UNDISTURBED NATIVE SOIL 4. TEMPORARY EARTH BERM 5. BACKFILL MIX PER SPECIFICATIONS NOTES: A. FOR REQUIRED PLANTING METHODS REFER TO SPECIFICATIONS (NOTE SPECIAL TREATMENT) B. FOR SLOPE PLANTING SHAPE: SHAPE UPHILL SIDE OF PLANT PIT FOR SMOOTH, CONTINUOUS TRANSITION TO FINISH GRADE (2:1 MAX) NTS NTS NTS DATE ( REVISIOWISSUE 06.21.07 I 50% CONSTRUCTION DOCUMENTS 06.27.07I BUIIDING DEPARTMENT SUBMITTAL 1 08.21.07I PUBI.IC WORKSMNDSCAPE SUBMITTAL 10.05.07I PUBLIC WORKSMNDSCAPE SUBMITTAL BID SET LANDSCAPEARCHITECT IVY 434 West Cedaz Street su�ce 200 San Diego CA 92101 619.235.5360 619.235.5369 Fax info aQivyla.com I.andscape Architecture Planning OWNER: WACHOVIA Two Wachovia Center 19th Floor 301 South Tryon Street Charlotte, NC 28202 A R C H I T E C T S 2258 �irst Avenue San Diego, Cal�forn'sa 92�f01 T 519.235.9262 F 619.235.052? PLANTING DETAILS DRAWN BY LEW JOB NUMBER os,oa SCALE SEE PLAN NORTH DATE October 5, 2007 BRANCH NO. PROPERTYID# 614010 PALM DESERT SHEET NO. L390 OF -