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Marriotts Shadow Ridge Phase V & VI
Marri* ott ' s Shadow Ridge Aarnott. e_- Palm Desert, California VACATION CWB Phase V & VI T I N A L� I N T E R N A O a group. Landscape Ardtiitec>hxe Environmenial Design A2 _ g PLANT LEGEND HARDSCAPE GENERAL NOTES LANDSCAPE GENERAL NOTES IRRIGATION EQUIPMENT LEGEND 2 VICINITY MAP ATE SYMBOL MANUFA ACCENT TREES BOTANICAL/COMuIONNAME SIZE OTY USE 1) SAW CUTS OF CURVILINEAR FLATWORK TO BE SMOOTH, EVEN RADII, AND DEVOID OF POINTS AND 1) PLANT MATERIAL TO BE APPROVED BY WATER METER, SIZE PER PLAN - EXISTING TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. REMAIN. VERIFY SERVICE, PRESSURE AND LOCATION --- i Acacia farnesiana 36 LA SPOTS,BOX 53 02 L FT SP [Ed 0+ , 1 J SWEET ACACIA MUL71 2) STAKED TREE LOCATIONS TO BE BY AND IN FIELD. ELECTRIC SERVICE-PROVIDE BY OWNER. �! ahlbergia sissoo 48" BOX 2) ANY FORM WORK SHALL BE APPROVED BY THE APPROVED BY THE OWNER PRIOR TO ANY HOLES VERIFY SERVICE AND LOCATION IN FIELD.28 ISS00 TREE SINGLE 5 M LANDSCAPE ARCHITECT OR OWNERS BEING DUG. ,,, HAYWARD BASKET STRAINER MODEL #72 WITH BALL �•� Cercidium floridum 36" BOX 02 L REPRESENTATIVE PRIOR TO POURING CONCRETE. 3 AESTHETIC GRADING TO BE REVIEWED BY L,A, / S VALVES AND 80 MESH MONEL SCREEN--EXISTING TO n � 817 North Central Avenue PALO VERDE SINGLE 3) WALKS TO BE MEDIUM BROOM FINISHED UNLESS OWNER PRIOR TO THE INSTALLATION OF PLANT REMAIN. , Phoenix,Arizona 85004 SHOWN OR NOTED OTHERWISE. MATERIAL. WILKINS #510 PRESSURE REGULATOR (SPRING RANGE < 8ADWMW D0EMAW ph 602.462.9000fox rosopis juliflora 36 BOX 22 ATIVE MESQUITE SINGLE 02 M 4) HEADERS SHALL BE INSTALLED AS PER DETAILS. 4) LANDSCAPE CONTRACTOR SHALL BE a 75-125 PSI --EXISTING TO REMAIN. 602.462.9001 Acacia salicina 36" BOX 51 0.5 M GENERAL RESPONSIBLE FOR PROVIDING FINISHED GRADES, MASTER CONTROL VALVE. RAIN BIRD MODEL EFB-CP WEEPING WATTLE SINGLE q VERIFY OR SEEK CLARIFICATIONS OF DIMENSIONS 5) VERIFY BERM AND RETENTION BASIN LOCATIONS ® ELECTRIC REMOTE CONTROL VALVE. SIZE PER PLAN. H O U S T O N / � AND COORDINATE SITE CONDITIONS WITH THE SHOWN ON THESE PLANS WITH THOSE ON CIVIL EXISTING TO REMAIN. T Y N E R PALM TREES BOTANICAL/COMMON NAIuE SEE OTY DRAWINGS PRIOR TO CONSTRUCTION. ANY DRAWINGS, SHOULD A DISCREPANCY EXIST Q DATA INDUSTRIAL MODEL HFS125 FLOW METER. SIZE VWMATI ► aRW DISCREPANCIES AND OMISSIONS SHALL BE BETWEEN THE PLANS, NOTIFY THIS OFFICE PER PLAN EXISTING TO REMAIN. fa LPM Architecture Washingtonia robusta RESOLVED WITH THE LANDSCAPE ARCHITECT. IMMEDIATELY. NIBCO FBV-SERIES FULL-PORT BALL VALVE. SIZE 20 TALL 43 07 H H PMrt®MaxrN+ MEXICAN FAN PALM PER MAINLINE SIZE, PER PLAN. EXISTING TO REMAIN. Interior Design g) APPROVED EQUAL OPTIONS ARE IN THE INTEREST 6) PALMS AND DECIDUOUS TREES UNCONDITIONALLY RAIN BIRD 33D-LRC QUICK COUPLER. INSTALL ON T� Phoenix dactyiifera 'Male' 15' ht. 0J H OF THE PROJECT AND OWNER. IF AN OPTION IS GUARANTEED FOR ONE YEAR AFTER 0 MAINLINE PER PLAN. EXISTING TO REMAIN. F/iiiYMAYDUMMOFM 13444 DATE PALM (DIAMOND CUT TRUNK) MATCHED CHOSEN, CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION, RAIN BIRD MODEL EFB-XI ELECTRIC REMOTE CONTROL Ball Way SHRUBS BOTANICAL/COMuIONNAME SEE OTY CHANGES NECESSARY AND COORDINATION OF 7) CONTRACTOR TO BE RESPONSIBLE FOR B VALVE. SIZE PER PLAN. EXISTING TO REMAIN. Marina FAX 310 DETAILS. CONTRACTOR SHALL SUBMIT THE PROVIDING POSITIVE DRAINAGE AWAY FROM OPTION OPTIONS FOR LANDSCAPE ARCHITECT AND NEW IRRIGATION MAINLINE. SCH. 40 1" THRU 1-1 2"; PHASE MAP Del Re 827-5292 n Cassia oliogophila / BUILDINGS DURING THE FINISH GRADING PROCESS. CLASS 315 PVC 2" OR LARGER. / California 310 OUTBACK CASSIA 5 GAL. 32 02 L OWNER APPROVAL. INSURE MAXIMUM 4:1 SLOPE IN LANDSCAPE C) DETAILS SHOWN SHALL BE INCORPORATED INTO THE AREAS. CLASS 200 PVC LATERAL LINE (BURY 12" BELOW 90292 827-5009 o OEASTERila race LAN 5 GAL 98 02 L PROJECT AT ALL APPROPRIATE LOCATIONS, 8) PLACE VALVE BOXES (IRRIGATION, GATE VALVE, FINISH GRADE). EXISTING TO REMAIN EXCEPT WHERE FASTER EGG PLANT WHETHER SPECIFICALLY INDICATED OR NOT. TYPICAL FLUSH CAP, WATER FEATURE) IN DECOMPOSED SHOWN. Ruellia peninsularis 5 GAL. flp 0.5 M GRANITE/SHRUB AREAS. UNDER NO CLASS 315 PVC MAINLINE, LATERAL LINE AND WIRE BAJA RUELLIA DETAILS MAY OR MAY NOT BE BE PUT ON THE CIRCUMSTANCES ARE VALVE BOXES TO BE DRAWINGS, BUT SHALL APPLY UNLESS NOTED SLEEVES-BURY 24 BELOW FINISH EXISTING ROAD ' r •�.i i.•+ Larissa grandiflora 5 GAL. 63 05 M OTHERWISE. PLACED IN A LAWN OR HARDSCAPE AREA. SUB-GRADE. EXISTING TO REMAIN. �: �► •�■,� v .� NATAL PLUM "boxwood beauty" D PROVIDE STRUCTURAL STEEL AND APPURTENANCES 9) DO NOT PLANT TREES WITHIN 6' OF BUILDING CONTROL AND COMMON WIRE #14 AWG-UF (DIRECT , • -+ 4.4 Erigeron karvinskianus 'profusion' 5 GAL 25 0.5 M IN ACCORDANCE WITH STRUCTURAL ENGINEER'S WITHOUT EXPRESS WRITTEN APPROVAL OF NOTSHOWN ?, BURIAL) SOLID COPPER WIRE (BURY WITH MAIN LINE) �' O SANTA BARBARA DAISY NOTES AND DETAILS. OWNER AND CITY INSPECTOR, UL APPROVED. EXISTING TO REN01N. A O OLarrea tridentate 5 GAL. LANDSCAPE ARCHITECT / CREOSOTE BUSH �7 02 L E) SPECIAL INSPECTIONS AS REQUIRED PER 10) INFORM ORMMAT MATERIAL CONCERNS BASED ON PLANTINGNOTSHOWN CONTROLLER-TINS STALL SERVICEPEER ELEICTRIION 4.4 CAL STRUCTURAL ENGINEERS NOTES. Dodonea Viscosa 5 GAL./15 GAL 19 F SHOP DRAWINGS REQUIRED FOR STRUCTURAL ITEMS SEASON (E.G. WINTER, SUMMER). SHOULD PLANS PROVIDED BY OWNER. EXISTING TO REMAIN. { • } 0.5 M ) LANDSCAPE CONTRACTOR HAVE ANY CONCERNS RAINBIRD MODEL ESP-SAT SERIES IRRIGATION l U PURPUREA PER STRUCTURAL ENGINEER'S NOTES. ABOUT PLANT MATERIAL DUE TO HEAT/ FROST CONTROLLER IN HIGH TECH IRRIGATION STAINLESS O ZL Encelia farinosa 5 GAL. 262 02 L FOUNDATIONS OR EXPOSURE, REQUEST A SUBSTITUTION OR STEEL CONTROLLER ENCLOSURE MODEL E (n BRITTLEBUSH q) LANDSCAPE ARCHITECTURE NOTE: REFER TO DELAY IN PLANTING. ONCE PLANTED, MATERIAL IS HTI-ME-SS-LK-E32-SAT-PT-TS TOP MOUNT. Caesolpinia pulcherrima 5 GAL. 100 0.5 M J STRUCTURAL ENGINEER'S NOTES FOR FOOTING SUBJECT TO SPECIFIED WARRANTIES. ENCLOSURE PER IRRIG. PLAN. EXISTING TO REMAIN. _ RED BIRD OF PARADISE BEARING/ ABANDONED UTILITIES AND EXCAVATIONS. 11) GUARANTEE PLANTS FOR A MINIMUM PERIOD OF IRRIGATION HEAD LEGEND k 90 DAYS FROM DATE OF ACCEPTANCE BY THE Salvia leucantha 5 GAL. 133 0.5 M B) ABANDONED FOOTINGS, UTILITIES, ETC. THAT L.A.. ANY PLANT MATERIALS NOT APPROVED BY PATTERN + PHASE V & VI - < PURPLE VELVET INTERFERE WITH NEW CONSTRUCTION SHALL BE CITY PRIOR TO OCTOBER 1 OF THE CALENDAR P.81 GPM , J Z a , REMOVED AS DIRECTED BY THE SOILS ENGINEER. YEAR IN WHICH INSTALLED SHALL BE FURTHER IfL Sophora secundlflora 24" BOX 10 0.5 M SYMBOL MANUFACTURER AND MODEL � � F H 0 T REMARKS � O 0� TEXAS MOUNTAIN LAUREL C) SLOPE EXTERIOR FINISHED GRADE AWAY FROM ALL GUARANTEED UNTIL MAY 20 OF FOLLOWING RAIN BIRD - STRUCTURES TO ENSURE NO PONDING AND POSITIVE CALENDAR YEAR. 25 12 1.85 .6 U SERIES Z Oo Yucca recurvifolia 15 GAL. 23 02 L, DRAINAGE AWAY FROM BUILDINGS. 12 TREES, SHRUBS, VINES, GROUND COVERS AND 1804-SAM-PRS-12Q NOTE 2,3,4 ~ YUCCA ) TURF POP-UP CAST- IN -PLACE CONCRETE: TURF WHICH HAVE TO BE REPLACED UNDER RAIN BIRD 0 < v l7J Solanum rantonetti 24„ BOX COLUMNAR 23 0.5 M q LANDSCAPE ARCHITECTURE NOTE: REFER TO TERMS OF GUARANTEE SHALL BE GUARANTEED • 1804-SAM-PRS-12H 25 12 1.85 1.2 U SERIES SHEET INDEX t... m Z ROYAL ROBE 36 FORM IN POTS ) STRUCTURAL NOTES FOR WALL, COLUMNS, CURB, FOR AN ADDITIONAL 1 YEAR (TREES) AND 90 TURF POP-UP NOTE 2,3,4 L siloa thornberi 24" BOX AND SIDEWALK CONCRETE SPECIFICATIONS. DAYS (SHRUBS) DATE REPLACEMENT. PLANT Q of RAIN BIRD BIRD 25 12 1.85 2.4 L1 .1 COVER SHEET c MATERIALS MUST BE MAINTAINED IN HEALTH AND W .. � FEATHER BUSH � 0.5 M g) PROVIDE SLEEVES FOR UTILITY OPENINGS IN VIGOR AND BE ALLOWED TO ATTAIN NATURAL 1804-SAM-PRS-12F U SERIES L1 .2 SHEET LAYOUT CONCRETE BEFORE PLACING CONCRETE DO NOT CUT TURF POP-UP NOTE 2,3,4 L2.1 - L2.4 HARDSCAPE PLANS ® Salvia greggi 5 GAL. 93 0.5 M ANY CONFLICTING REINFORCING. SIZE AND SHAPE IN ACCORDANCE WITH THE AUTUMN SAGE C) CURE EXPOSED CONCRETE PER STRUCTURAL ORIGINALLY APPROVED LANDSCAPE PLAN. ® HUNTER 1-20-ADS-.5SR TURF ROTOR (18',0.5 GPM ® 50 PSI) L3.1 - L3.2 HARDSCAPE DETAILS Z >I - ® Tradescanthia pallida 5 GAL. 103 05 M ENGINEER'S NOTES. 13) PLACE TREES MINIMUM 5' FROM SIDEWALKS, jjj� HUNTER 1-20-ADS-1.OSR TURF ROTOR(18', 1.0 GPM @ 50 PSI) L4.1 - L4.2 LANDSCAPE PLANS D) PURPLE HEART LANDSCAPE ARCHITECTURE NOTE: PROVIDE PUBLIC ACCESS WAYS OR REAR OF FIRE L5.1 IO L5.2 IRRIGATION PLANS KEY MAP LOCATION HYDRANTS. SHRUBS MUST BE AT MATURITY, 5' O HUNTER 1-20-ADS-2.OSR TURF ROTOR(18', 2.0 GPM @ 50 PSI) L6.1 LANDSCAPE DETAILS X) Justicia fulvicoma 5 GAL. 61 02 MASONRY IN ACCORDANCE WITH STRUCTURAL FROM THE REAR OF A FIRE HYDRANT. NO , JUSTICIA ENGINEERS NOTES. IN PLANTING AREAS LESS THE 15 OR 10 THE CONTRACTOR L6.2 L6.3 IRRIGATION DETAILS '- MATERIAL, OTHER THAN GROUND COVER, MAY BE NOTE SHALL INSTALL PCS SCREENS PER THE LEGEND THIS SHEET - - Tecoma stans augustata 5 GAL 41 0.5 M NOTE: PLACED BETWEEN THE STREET OR ROADWAY L7.1 L7.8 LANDSCAPE, HARDSCAPE do3= YELLOW TRUMPET BUSH AND 5' EITHER SIDE OF A FIRE HYDRANT ALL SPRINKLERS AND LATERAL PIPING SHOWN ON THESE . NOTE 2 IRRIGATION SPECIFICATIONS a 14) COMPLETE SITE IMPROVEMENTS, LANDSCAPE AND THESE PLANS ARE BASED ON THE PLANS ARE TO BE INSTALLED IN THIS PHASE OF WORK. tif Russelia equiseormis 5 GAL 51 0.5 M = _ O CORAL FOUNTAIN CURRENT TRACT MAP SITE CLEANUP, PRIOR To INSPECTION. SHRUB AND TREE IRRIGATION DRIP SYSTEM LEGEND 15) INSPECT AND REPLACE PLANTS WITH GOPHER PLANT 5 GAL 49 02 L EXISTING ROOTBOUND CONDITIONS. BEFORE PLANTING, SYMBOL MANUFACTURER AND MODEL -_ y REPLACE ANY ROOTBOUND PLANT WITH SUITABLE RAIN BIRD TREE SYSTEM - 3/4" CL 200 PVC LATERAL '' ACCENTS BOTANICAL ICOMMON NAME SQE ON PLANT LEGEND PLANTS. SUPPLY BURY 12" BELOW FINISH GRADE. o� SYMBOL PLANT NAB 16) CONTRACTOR SHALL VERIFY ALL UNDERGROUND RAIN BIRD SHRUB SYSTEM - 3/4" CL 200 PVC LATERAL Opuntia ficus indica 5 GAL. 40 02 L UTILITIES. HAND DIG MAY BE REQUIRED. TUNA CACTUS CERATONIA 51LIOUA SUPPLY, BURY 12" BELOW FINISH GRADE. 17) CONTRACTOR IS RESPONSIBLE TO NOTIFY Agave weberi 5 GAL. CAROB TREE 02 L ' 'UNDERGROUND SERVICE ALERT' (1800-227-2600) 48 RAIN BIRD PALM SYSTEM - 3/4" CL 200 PVC LATERAL TRACT #:28818 6=Io HOURS PRIOR TO ANY DIG TO LOCATE A=15 s=� SUPPLY, BURY 12" BELOW FINISH GRADE. WEBER S AGAVE Hesperaloe parviflora 5 GAL. 160 02 L CHITALPA UNDERGROUND UTILITIES. RAINBIRD PESB SERIES 1" ELECTRIC REMOTE CONTROL FOR SUBMITTAL HESPERALOE (red/yellow yucca) TASHKENTENSIS 18) CONTRACTOR SHALL REPAIR ALL DAMAGE DONE VALVE INSTALL WITH MATCHING SIZE PLASTIC BALL VALVE 100% BID SET + 'PINK LADY' TOT TO ANY UNDERGROUND UTILITIES. i RAINBIRD PESB SERIES 1 1/2" PLASTIC ELECTRIC REMOTE 3/01/05 Muhlenbergia Rigens 5 GAL. 58 0.5 M 6=4 A=8 s=2o 1 CONTROL VALVE INSTALL WITH MATCHING SIZE PLASTIC j �y C�MTS/ DEER GRASS BALL VALVE FROM 20 TO 50 GPM, SIZE PER PLAN. ��(,�_ Asclepias subulata 5 GAL 1p3 02 L VACTN,'LIFERA I GA I R L NOTES EXISTING TO REMAIN. W - ---- 3/4/05 DESERT MILKWEED TL050MFV-1 NETAFIM AUTOMATIC FLUSH VALVE-INSTALL AK CITY COMMENTS 'DATE PALM' VP 1) THE IRRIGATION PLAN IS DIAGRAMMATIC AND IT SHALL 3 GROUND COVERS BOTANICAL/COMMON NAME SEE OTY 6=4 A=6 5=25 BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO ® ON THE END OF ALL 3/4" LATERAL LINES IN VALVE BOX. ® , 3/25/5 CfTY COMMENTS Lantana s ' old mound' ' ur le' 1 GAL. ADJUST THE LOCATION OF ANY VALVES OR SPRINKLERS NOT RAIN BIRD SHRUB EMITTER MODEL# PFR/FRA24 w/ ONE GOLD MOUND/PURPLE LANTANAP 50/50 MIX AS PER 0.5 M PROSOPIS CHILEN515 TO PROVIDE FULL AND ADEQUATE COVERAGE AND TO XB-10PC-1032 EMITTER (LOCATE ON HIGH SIDE) PER 4/22/06 ENSURE 100% COVERAGE OF ALL PLANT MATERIALS. SHRUB--TOTAL OF 1 GPH PER SHRUB - ._.. 4 CITY COMMENTS LM SHOWN Chrysactinia mexicana 1 GAL. 176 03 M GHILEAN MESQUITE' 2 ■ DAMIANITA Tft ) THE IRRIGATION SYSTEM HAS BEEN DESIGNED FOR 75 RAIN BIRD TREE EMITTER MODEL# PFR/FRA24 x/ THREE S110/06 '�'$�� 6=6 1 A=IO 5225 PSI. THE IRRIGATION CONTRACTOR SHALL VERIFY THE NOT XB-20PC-1032 EMITTERS IN A TRIANGULAR PATTERN OWNER COMMENTS G± Hymenoxys acaulis 1 GAL. 02 M WATER PRESSURE IN THE FIELD AND NOTIFY THE SHOWN )) ANGELITA DAISY AgP�P RHu5 LANCEA 5P. LANDSCAPE ARCHITECT IMMEDIATELY SHOULD A AROUND TREE ( 2 ON HIGH SIDE) PER TREE. TOTAL OF -- - _ _ t DESIGN 6 GPH PER TREE. � pEVELOPMENT Tagetes lemmoni 0compacta' 5 GAL 'AFRICAN SUMAC' DISCREPANCY EXIST. NNIN - APPROVED -43 0.5 M M 3) THE IRRIGATION CONTRACTOR SHALL SIZE THE PIPE SEE SE GER PRODUCTS, 3/4 PRESSURE REGULATOR, MODEL A _ • CONSTRUCTION MT LEMMON MARIGOLD AS PER PLAN VALVE PMR-LF 20PSI. PER FLOWS LESS THAN 7 GPM. MODEL 6=4 A=10 5=20 ACCORDING TO THE PIPE SCHEDULE. GALLONS PER FINAL LANDSCAPE PACKAGE � z AssEl�l-Y PMR-MF 20 PSI. PER FLOWS 8 TO 20 GPM OR MODEL Chrysactinia mexicana 5 GAL. V 02 L '__.- ACACIA 5MALLII MINUTE ARE CALCULATED BY THE COMBINED EMISSION PR-HF 20 PSI PER FLOWS 21 TO 32 GPM DA •(34U In BY BD/PRlC;MVG `-- DAMIANITA AS PER PLM HEAD OUTPUT DOWN LINE FROM PIPE BEING SIZED. O PACKAGE + P 4 IRRIGATION SLEEVES ARE TO BE SCHEDULE 40 PVC RAIN BIRD WYE FILTER MODEL RBY075MPTX FILTER W 200 kb ,� Penstemon sp 5 GAL. '�•- � ^ ) LANDSCAPE O CMHSTRLICTION 148 05 M L' -"`' 6•6' R6.4 a•a s•is WITH A MINIMUM DIAMETER TWICE THE SIZE OF THE SEE MESH SCREEN. PER FLOWS LESS THAN 9 GPM. MODEL ISSUE PENSTEMON '°'$�� IRRIGATION LINE. IRRIGATION SLEEVES ARE TO VALVE RBYIOOMPTX FILTER PER FLOWS 10 TO 18 GPM. AG TOTAL MATERIALS BOTANICAL/COMMON NAME WE ON CERCIDIUM FLORIDUM EXTEND 12" BEYOND EDGE OF PAVEMENT, WALL, A88BABLY PRODUCTS MODEL 4EH-1 ii2 -B-150 FILTER PER FLOWS 19 DeCembW 29, M { WALKS OR CURB. TO 55 GPM. 1 SOD lS BLUE PALO VERDE ALL DRIP IRRIGATION WORK TO BE PERFORMED IS I TIFF 315 OVER-SEEDED 1700 Oa H • 5) CONTROLLERS ARE TO BE PROGRAMMED TO ENSURE NOTEI INDICATED BY NOTES ON THE PLANS. LM NOT �4" ROCK MULCH @ MOHAVE GOLD CERCIDIUM HYBRID SUFFICIENT WATER PRESSURE THROUGHOUT THE SHOWN 2 MIN DEEP AT ALL SHRUB AREAS. 95,8789 SYSTEM (I.E., NOT MORE VALVES OPERATING THAN i MS THORNLE55 NOTES f 4"-6"0 DESERT GOLD AND 'DESERT Ku5tmr THE CAPACITY OF THE WATER SOURCE). 1.) ALL 24-VOLT WIRING SHALL BE #14 UFUL DIRECT-BURIAL, SOLID I (HYBRID PALO VERDEh►n 6 ALL VALVE BOXES (IRRIGATION, GATE VALVE, FLUSH APACHE BROWN ROCK ® 4'-5' ) COPPER. --- -- 2'O41Ki9D1A e•b' R6.4 a•io' sass'4 CAP, WATER FEATURE, CONTROL WIRE, ETC.ARROUND BOULDERS TO MATCH � ) ARE TO 2.) ALL PIPE AND WIRING UNDER PAVED SURFACES SHALL BE IN EXISTING PHASE 4. 5CHINUSMOLLE BE PLACED IN DECOMPOSED GRANITE/SHRUB AREAS. CLASS 200 PVC SLEEVES, WHETHER OR NOT SHOWN. These plans have been reviewed*by the CoachelaValey Water Disbidinaccordance a UNDER NO CIRCUMSTANCES ARE VALVE BOXES TO BE 3. LOCATE VALVE BOXES IN PLANTER AREAS WHEREVER POSSIBLE with Water Code Title T. Division 1, Chapter3,Article 10.8, Seddon 65597et Seq. COVER SHE• - } '� :`�� GEO GRID FIRE ACCESS CALIFORNIA PEPPER TREE ) 8,9Z sgft. PLACED IN A LAWN OR HARDSCAPE AREA. BOXES � (NOT IN TURF). Requiring efficient landscape andrrigation design in cooperation with the bca/governing �`�• F�° e•io' Re•b' a•io' s•ss� PLACED IN D.G. AREAS TO BE TAN IN COLOR TO ET 4. CONTRACTOR SHALL PROVIDE THREE 33K QUICK-COUPLER KEYS agency(City or County). S 'SURFACE SELECT' GRANITE BOULDERS 3 TO 5 DIA. 158 WASHIN6TONIA MATCH D.G. ) # *Approval of this drawings by CVWD Staff does not constltde approval to encroach ito FILIFERA HYBRID 7 IT IS THE IRRIGATION CONTRACTOR'S RESPONSIBILITY W/HOSE SWIVELS. district and USBR rights-of-way. Trees,plans, waft and permanent s&ucWms of an 5. VALVE KEY: CONTROLLER LETTER y ■ TO PROVIDE FULL AND ADEQUATE COVERAGE TO ALL ) kind may not be planted or instated in C VWD and USBR easements of right-or-way CALIF. FAN PALM T�, LANDSCAPE MATERIAL INDICATED ON THE CONTROLLER TATION NUMBER GALLONS PER without first obtaining an encroachmentpem*fiom WD CV . ■ 6.4' Rs•s a•b' s•ss' CORRESPONDING LANDSCAPE PLAN. LETTER MINUTE, OR REFERENCE ONLY T, S, PA(PALM (HEDGE), Date: Water Mamgenwt Supervisor VALVE SIZE ) O(POT), Ll ■ A(ANNUALS) DevNopwt SerAoes ( 1 ( i rtIi e group. Landscape Archiiedtre 1 Environmenial Design l �7— l ll � ` ' � 7a• 1 i 817 North Central Avenue Phoenix,Arizona 85004 a ph 602.462.9000 foot \ i i 602.462.9001 J` H O U T Y O N E R m ii j i Architecture L2 ,1 Interior Design I l J 13444 Bali Way 4: Marina FAX 310 L4 �„ � Del Rey 827-5292 i a California 310 s 90292 827-5009 L5 B _ o w 4a 1 � I •rl A O r, - 0O IIII 1 1 J z t 1 z r \ ' WIN /1 i KEY MAP LOCATION � O L2M2 7 L402 j \ TRACT #:28818 FOR SUBMITTAL \ �� 10096 BID SET 3/0V05 ti CITY COMMENTS/L5m2 �� r , 3/4/05 CITY COMMENTS /05 A CITY COMMENTS 4/22/05- _ CITY COMMENTS s 5/10/05 CD OWNER COMMENTS ODESK3N DEVELOPMENT (� DOCUMENTS BK)/PRICING PACKAGE b CONSTRUCTION ' 9;SLJE 3.05 December 29 2004 • a. 0& UA - o ` V101 MS >S � > �� - � SHEET r.-- - - LAYOUT �! SUNISEr avixrEa - v 0 20' 40' 80' L162 S"� SCALE= 1'•40'-0' ` ENHANCEMENT SITE HARDSCAPE LEGEND SYMBOL NO. f 10) CONCRETE SIDEWALK 1-2 L&1 PLASTIC HEADER. 4 L3,1 / 1 o OF C CMU COLUMN. 5 L31 N C , e groups r � i� r CMU PERIMETER/VIEW WALL. 1 L31 Landscape Architecture t RUSTED STEEL PANELS 0 r / r Environmental Design ,I d if i L"J ENTRY THEME WALL. 3 Lai 1 1 F TURF AREA. L4X / ` 1� ice' - I � �.J PROPOSED CONTOUR BERMS. 13 WATER FEATURE AT BLDG ENTRY. 9 L3.1 — d . BENCH 8 Lai . v 1 / / / +16' / r r ; � ; ��{{'-�}-�-��` f�. -�. '��_�� _ -. _ �— �," �--�-�.. 1= � 817 North Central Avenue t / / > � 2 Lai Phoenix,Arizona 85004 / /' / / �. y � ` i 10 3' HIGH WALL ph 602.462.9000 fox ® @ BRICK HEADER ® BBO AREA. n L3,2 602.462.9001 Aco ACCENT PAVING. TYPE 1 1 L32 H O U S T O N T Y N E R �� / t 13 STABILIZED DECOMPOSED GRANITE 7 L32 +2�•� l /I/ 7 l l /fj-!y O WALK +�• / / 7 +,� Architecture PLANTER POTS V L32 Interior Design +e• l / j fit ; 15 CROSSWALKS -BID OPTION- 3 L3,2 13444 0 7 / Ill l / f` Bali Way cp N O GEO GRID FIRE ACCESS 5 L32 Marina FAX 310 i I o ,,,,� / u� /// / Del Rey 827 5292 o rn ��•� I I I ❑❑ @7 SERVICE WALKWAY 8 L32 rn N ,j"� . � / �� / / / � � �' ` � California 310 / �� ' // / I I r 17 9 " t,., r �ti" 90292 827-5009 � � / � f � BARBECUE 7 L3.1 'Z�cO l oU r l l l l r a BOULDERS 8 L3,2 4� — / 15 � •� l `� -_l l 7 / l� i �� 0 1'-6" SEAT WALL. 2 L361 2 � r t / P' / l / l 9 \ �- , it 1 ' 4ICON ELEMENTS 8 L31 O � � 4-4 13 � + , 7 /. i / / / I + �� � `` HANDICAP ACCESSIBLE RAMPS PER •1"I O t r` CIVIL PLANS. = 0 7 r / /, SECONDARY ENTRY 0 BLDG. X L2r3-4 7 .o - 3 -: Im V - / i �Et 1� MAIN ENTRY 0 BLDG. X �3^4 A . 12 CONSTRUCTION NOTES' L �•� A THIS PLAN INDICATES LAYOUT OF TURF SEPARATION ` 0 1 / / / / LINES AND SITE CONSTRUCTION FEATURES ONLY. , B. REFER TO CIVIL, ARCHITECTURAL AND UTILITY PLANNER t l +� +rr I / % I +22• 2 t DRAWINGS FOR INFORMATION CROSS REFERENCED OR _ l I Il �__ l NOT DESCRIBED HEREON. , �--� Z 9 / / J`/ ` / 12 ` ��� 9 / C. REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR SITE Q O LIGHTING. 21 / A/ / / i D. REFER TO CIVIL DRAWINGS FOR HORIZONTAL AND Z 15 L� + VERTICAL CONTROL. I � _, � �. / 1 / � ��• � -moo � O ;1 i , + / / / / / 1� E TYPICAL CALLOUTS AND DIMENSIONS ARE INDICATED O 4� ► + N ; ONCE PER SHEET. ZrA ^ F. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. Fro �.1 co CL �1 N C Q LAYOUT CONSTRUCTION OF SIDEWALK SHALL NOT ^ . N f ! CROSS PROPERTY LINE ADJACENT TO STREET. "' 1"`1 7 CONSULTANT TEAM FEATU F RE ENCE LEGEND Q / / l +w� SYMBOL IDESC✓ FMM > Z 7 +a' J 7 1 1 ---- 2' VEHICULAR OVERHANG. PER CIVIL PLANS r---� I +'�• 8,�. 2 17 F97,-', 1 KEY MAP LOCATION +rr +rr I �I FIRE ACCESS ROAD. PER CIVIL PLANS i �� ; +14 / jr OQ MANHOLE. PER CIVIL PLANS e I _ o — ° d 1 +�•/ l / 7 � + aQ EXISTING HANDICAP PARKING. PER CIVIL PLANS ' +pia• 17 = CURB AND/OR GUTTER PER CIVIL PLANS. / ? ILLLf ARKING SPACES LAYOUT. PER CIVIL PLANS 11 . Q_ �_.. I I +�• -- AC PAVING PER CIVIL PLANS. 18 _ _�, �� may, i +34'� I \ f 1 / , '�I� CO ` RNER HANDICAP RAMP PER CIVIL PLANS EXISTING DROP INLET COVER PER CIVIL ENG. -- ` I ! d yam a +1� 1\+>� 1 I Its• + G >0< FIRE HYDRANT PER CIVIL PLANS t2 7 ® —PROPERTY/ RTWPER CIVIL PLAN TRACT #:28818 I 1+2, I I B STORM DRAIN PER CIVIL PLANS. FOR SAL 0 0 �+ N �I� �� 7 4'� It TRASH ENCLOSURE (GATES & WALL) PER 100% BID SET 10 2 �- + ) 2 I \ / ARCHITECTS PLANS. � � 7 I X� � / i 3rovos 18 7 ` ( �� � I p T SCE TRANSFORMER/BOXES PER CIVIL ENG. Al CfTY COMMENTS/ +1� I CD I + 'I I + t -- — — 1 I I I III ��' - a - PLANS. -- 3/4/05 \ k I I \ ' +wrl , / �' CARPORT COLUMN. PER CIVIL/ARCH. PLANS 1 2 CITY COMMENTS CD I+ r /� Qa WATER METERS 3/25/05 3 CRY COMMENTS EN 2 f NATURAL BOULDERS LEGEND a/zoos ® CRY COMMENTS Ii SYMBOL U34a wcmi OTY I p I �I 11 t' - �• ' - � - 30% OWNER_CO_ — MM_E NTS7 10 � 0 ��/ — 7 7 -0" -0" 35% + t ��, + o 4' DEVELOPMENT +4 F& I DOCUMENTS 3'-0' 4'-0" 35% CONSTRUCTION l I II © 1 i I I 1+e• 33• + �� ALL BOULDERS TO BE STAKE BY LANDSCAPE V OZJ I I �� I / / + `� ARCHITECT 0 FIELD O BID/PRICING PACKAGE 21 ► \ I 1 / / a ' d ra i`,. CONSTRUCTION ISSUE O \ \ I � "�� ``� �` - - a i 1 I +>w �, December 29, 2004 �t _. ° ! �L CO fYW\ � O 1 dLM ` i(Pl"��. \J4� 'lfb � ' Q jib--1 \. \ _— _ _.-_.____ N 17 T-9' 1 \ a 1 1�1 r ,_ - 2 \ �� � \ /`✓ d MyS����/�� QV'. 1 t1 { 1 1 \\ 4• I ° � z.. .%r a� d / ° +04 � 204179 Y1 15 y/�p rp--�.. d 4 --_.�'_ .�..� 1 — �' a d ° ° HARDSCAPE ° 9 � 12 � •� 1 � � � � *� d � PLAN +14' I d `44 ° \ J , d l JNS WIN'CER ( L ° Sl :ET I \ \\ + d 6° 2 SIN 7 '` ,fit `.� , 0 10 20 40 17 � v r SUML261 N SCALE: rr-2U-0* i r % 7 ) / . , N 0' N LENHANCEMENT SITE HARDSCAPE LEGEND LL- ° CL S 1 MBVL NO. a � �\ , +e� _ � � � b _f\�t � � --+a' a ,+mac >� -� f38' 0° •1 � ° ( \ O CONCRETE SIDEWALK 1-2 L3.1 '' 12 L •2 1 g'� \ o° + \ PLASTIC HEADER. 4 L31 9 +w +14• \ �21 / +�' / �'�• \` 3 CMU COLUMN. 5 L31 � — 1 L2.2 s-s• y. ® CMU PERIMETER/VIEW WALL. I L&ILandscape Architecture + A+�• 7 + �\ \ \ Environmenid Design + , - ' �� 6� 2 7 ``, 5 RUSTED STEEL PANELS ® 3 L3�1 ENTRY THEME WALL. 17 �v i - �i 7 ' Or \ \ `� � 6 TURF AREA. L4X FMF 70 PROPOSED CONTOUR BERMS. - `t ( fir` + `°,` 13 $� WATER FEATURE AT BLDG ENTRY. 9 L3.1 ® BENCH 8 L361 V ( / A A\ +ta• 817 North Central"Avenue 4 T 3' HIGH WALL 2 L361 Phoenix,Arizona 85004 6-4 '' ph 602.462.9000 fox 7 �+ ` \+ 0 `_ '' O BRICK HEADER ® BBQ AREA. I L32 602.462.9001 v y 7 v o ( __ • +2a•\ ° \ ,. \ I +rz ` \ 12 ACCENT PAVING. TYPE 1 1 L32 H O U S T O N / \ T Y N E R 7 \ +� �` + � ° V`V �\ �\ +�/ O \� 0 \ \ STABILIZED DECOMPOSED GRANITE 7 L32 9 �+iCti El 13 WALK l ' Architecture \ Interior Design \ 4 PLANTER POTS to L32 k ° �_..V I , CROSSWALKS -BID OPTION- 3 L32 13444 tt T Bali 4 t I � Way 2 • ° +> *�„ ° ' C -:" +sa \ V � ��� ��� 16 GEO GRID FIRE ACCESS 5 L32 Marino FAX 310 1 i 6 _ a '\ Del Rey g 27 5292 -.�� ❑❑ 17 SERVICE WALKWAY 6 Lu 24'�• ° ,� ; d ;._f ° A +,� +,� \ \� \ California 310 v r ' u 6 + 7 827 5009 0 BARBECUE 7 L3�1 o� d — �8 \ \\\ 3 90292 12' + 1 +r\\ �\ \ + @ BOULDERS 8L32 CA U quo- 4-4 +� o 1'-6" SEAT WALL. 2 L3118 � •� � •� o a_ a 2 7 - \ 7 ��'' \ � 9 `' ° ICON ELEMENT 6 L31 �i 6- �• - 4' 1 \ \" +w t $ �O \\ HANDICAP ACCESSIBLE RAMPS PER 1"'I A O \ \ 4-t CIVIL PLANS\ \�'' ,411, � � . +2F ° +m V A �\y° 01 l` SECONDARY ENTRY ® BLDG. X Ll3-4 +14�, \ + \ �� \ \\V Ayt � MAIN ENTRY ® BLDG. X L23,4 V 7 CONSTRUCTION NOTES: Y l\ - , �� \ �� O oo a THIS PLAN INDICATES LAYOUT OF TURF SEPARATION 4 - 0 ` ,� \ \ 4 v \ p 17 �, LINES AND SITE CONSTRUCTION FEATURES ONLY. -+ I \ 0 7 +a• V \ �' +e•A r � B. REFER TO CIVIL,\ ARCHITECTURAL AND UTILITY PLANNER 7 0 \\ + - \\ \ / \ 1 \ DRAWINGS FOR INFORMATION CROSS REFERENCED OR ' 13 \ \ \ O \ 12 +�' \ 0 ` NOT DESCRIBED HEREON. -J Z 0 \ \\ \ 7 \ \ C. REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR SITE O 2 \ \ �Y A 7 g� \\ ��' LIGHTING. - 0 D. REFER TO CIVIL DRAWINGS FOR HORIZONTAL AND Z VERTICAL CONTROL. ! %„ \ \ \ \\+%• \ \ \ \ E TYPICAL CALLOUTS AND DIMENSIONS ARE INDICATED O < l `� \ \\ � � ``• \.� rA ONCE PER SHEET. Z � F. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. • .tom\ \ \ � cc \ \ \ GL LAYOUT CONSTRUCTION OF SIDEWALK SHALL NOT Q CROSS PROPERTY LINE ADJACENT TO STREET. "' 1"1 \ ` \ CONSULTANT TEAM FEATURE REFERENCE LEGEND ~ \ Q ' 9 --v airy v \ vv v v 9 �\ z ` +sr\ \ V y SYMBOL DESCRFnON _ 2' VEHICULAR OVERHANG. PER CIVIL PLANS \ \ 12tw FIRE ACCESS ROAD. PER CIVIL PLANS KEY_MAP LOCATION 0 VIV / / 2 Q V MANHOLE. PER CIVIL PLANS - 0 12 V / \ 7 EXISTING HANDICAP PARKING. PER CIVIL PLANS J � . + / +rl• \ \ � = CURB AND/OR GUTTER PER CIVIL PLANS. PARKING SPACES LAYOUT. PER CIVIL PLANS L \ \ + \ �_ d \a\ ( / 2 \ +2fr X \ ---{ AC PAVING PER CIVIL PLANS. �� 0 0 9 7 \ I O \ \ +w \ �. \--\ - ' \ ° 17 / CORNER HANDICAP RAMP PER CIVIL PLANS EXISTING DROP INLET COVER PER CIVIL ENG. 17 FIRE HYDRANT PER CIVIL PLANS +r \ -- PROPERTY ROW PER CIVIL PLAN TRACT #:28818 c! I •� � o\ +.-� l V / \ t�A�.` V A\ A - � �{ ___VAr. �, _��\f ,.{� y 6 ° oo-oo0oo +1/e• � � v , STORM DRAIN PER C I IL PLANS. FOR SLSM ITTAL + TRASH ENCLOSURE (GATES & WALL) PER 100% BID S ET ARCHITECT'S PLANS. 4 V3/OV0 T SCE TRANSFORMER/BOXES PER CIVIL ENG. CITY COMMENTS/ + �� PLANS. i o y A� \ V t- A\ /� X CARPORT COLUMN. PER CIVIL/ARCH. PLANS 2CITY COMMENTS 3/4/06 \ ( \ \ T dry'- / �� WATER METERS 9 5 ,;, 3/25/05 7 '°• \ a 9 NATURAL BOULDERS LEGEND4/22/05 crrY coMr�Nrs r SYMBOL LENGTH WDTH OTY 4 CITY COMMENTS / 5/10/05 © _ _ " 30� 0 +� 5'-0 6'-O" OWNER COMMENTS DESIGN 2 k \ 4'-0" 5'-O" 3 5% O DEVELOPMENT f ( < 221 -0" ' " — ---- --- • CONSTRUCTIION DOCUMENTS ALL BOULDERS TO BE STAKE BY LANDSCAPE - BID/PRtCM F \ ' ARCHITECT ® FIELD +22• ° \� ,�.�-_; � � ;�-_. , � �.� ..- PACKAGE CONSTRUCTION r-d `R1¢'�3' —� ° December 29, 2004 % \ �' ' �/ IL 17 °V �� ° � � /�� v LM � 7w MS _ - 204139.01A L _ \ - HARDSCAPE ' PLAN ' +>� _ E ! + f + - d + / 8'/ �'` � �1V i \ _ 0 10' 20' 40' L282 / %� SUM SCALE: 1"-20'_0' ENHANCEMENT SITE HARDSCAPE LEGEND SYMBOL NO. DESCRP iloN 9 12 1 CONCRETE SIDEWALK 1-2 1.31 \ PLASTIC HEADER. 4 � 3 CMU COLUMN. 5 L3, \= T-10' 2-6' o " , Lai e g ro u pe ► - TM'' _6 s 22 15 4[J CMU PERIMETER/VIEW WALL. Landscape Archiiechxe j ® Environmental Design RUSTED STEEL PANELS @ 3 �I __L_ - - -- - �' 9 ENTRY THEME WALL. g TURF AREA L4X 3' S 7� PROPOSED CONTOUR BERMS. ------ - 13 ® WATER FEATURE AT BLDG ENTRY. 9 L&I 0 (q� BENCH 8 L31 T-10' v 817 North Central Avenue 8 TYP '` ---- - 2 2 L31 Phoenix,Arizona 85004 TYP 10 3' HIGH WALL ph 602.462.9000 fax 7 � BRICK HEADER ® BBQ AREA. I L32 602.462.9001 00 N O O � - I � 12 ACCENT PAVING. TYPE 1 1 L32 H O U T Y ON E R V-7 rnLZN - V I STABILIZED DECOMPOSED GRANITE 7 '- • 7 @ WALK II II Q I �� 6 1� Architecture � Q �-.� 14 PLANTER POTS 10 L32 Interior Design I "� r:\ 15 CROSSWALKS -BID OPTION- 3 L32 135444 A Bali Way 21 2 ( �� ® 16 GEO GRID FIRE ACCESS 5 L32 q0 Marina FAX 310 \ � Del Rey 827-5292 IM ❑❑ 17 SERVICE WALKWAY 8 L32 California 310 \ I o \ \ 90292 827-5009 21 \ 9 I I O 1$ BARBECUE 7 Lai L-� - BOULDERS 8 L32 ( iGNP E 21-77- ' \ \ �\ d 1'-6" SEAT WALL. 2 L31 '� 4-4 (� , \ a >8 � / 12 i 7 ICON ELEMENTS 6 L31 w ' 7j�, o HANDICAP ACCESSIBLE RAMPS PE •r'I G 6' 4' I ' ' 2CIVIL PLANS._ c ..� -�----- -10 29_6. O � p - 0 N A Y ENTRY ® BLDG. X L23,4 � Z7 TM�' V 74. _ % ; I '� y MAIN ENTRY (s BLDG. -$' I I I I 6'-10' CONSTRUCTION NOTES 1 f 12 - v . �� T a THIS PLAN INDICATES LAYOUT OF TURF SEPARATION LINES AND SITE CONSTRUCTION FEATURES ONLY. -j L B. REFER TO CIVIL, ARCHITECTURAL AND UTILITY PLANNER t 0 + DRAWINGS FOR INFORMATION CROSS REFERENCED OR -- NOT DESCRIBED HEREON. ' J Z _-_\] 0 C. REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR SITEU9 O 8 LIGHTING. 00 N D. REFER TO CIVIL DRAWINGS FOR HORIZONTAL AND Z � � VERTICAL CONTROL. O < 6 00 0 7 E TYPICAL CALLOUTS AND DIMENSIONS ARE INDICATED N ONCE PER SHEET. Z CA F II g'-m I F. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. C� ENTRII of Q II Q ) / C. LAYOUT CONSTRUCTION OF SIDEWALK SHALL NOT ^�^ .. -- I ( CROSS PROPERTY LINE ADJACENT TO STREET. v �" �1 \ CONSULTANT TEAM FEATURE FENCE ~LEGEND Q Z SYMBOL _ I / ---- 2' VEHICULAR OVERHANG. PER CIVIL PLANS i 17 L_ \> FIRE ACCESS ROAD. PER CIVIL PLANS KEY MAP LOCATION / I — i MANHOLE. PER CIVIL PLANS E / / �, EXISTING HANDICAP PARKING. PER CIVIL PLANS \ \` CURB AND/OR GUTTER PER CIVIL PLANS. PARKING SPACES LAYOUT. PER CIVIL PLANS ' \ / -- AC PAVING PER CIVIL PLANS. 3!_ I I I� � I p I 9 1 , �, \ 17 CORNER HANDICAP RAMP PER CIVIL PLANS EXISTING DROP INLET COVER PER CIVIL ENG. df 2'-6' D04 FIRE—PROPERTY/NT ROWEPERI CIVILANS 6 2 TRACT #:28818 typ STORM RAIN PER CIVIL PLANS. N 00 SUBMITTAL 7 I ❑ TRASH EDNCLOSURE (GATES & WALL) PER FOR 100% BID SET Co IF,Co .J 12 �,_8, 2� ARCHITECT'S PLANS. 3� N 00 rr � CL - 30'-6" i (��;; typ p T SCE TRANSFORMER/BOXES PER CIVIL ENG. Q CITY COMMENTS/ N `.J � II -- ------- , � � 2 / � O -�; �, T 8' PLANS. Q 2 _-_ 3/4MS i J 15 CARPORT COLUMN. PER CIVIL/ARCH. PLANS Q CIITY_COMMENTS El- LL_ -- LL_ WA METERS CITY COMMENTS T -- F NATURAL BOULDERS LEGEND - --- - �\ 4 cmr COMMENTS Y v 18' SYMBOL LENani WDTH OTY / - _ 30% OWNER COMMENTS ., 5MAk 5' 0 6' 0 ., ., DESIGN i 4'-0 5'-0 35% 0 DEVELOPMENT 3'-0" 4'-0" 3 5� CONSTRUCTION ENTRIES BLDG 2300DOCUMENTS ALL BOULDERS TO BE STAKE BY LANDSCAPE -- BK)/PFVCM f ARCHITECT ® FIELD O PACKAGE 0 CONSTRUCTION ISSUE -- 0 December 29, 2004 T61-1109-, - ; 17 - I� A ( % --- 204=JM HARDSCAPE ENTRIESC� - PLAN i 0 5' 10, 20' L263 SCALE: r-1o'-0• ENHANCEMENT SITE HARDSCAPE LEGEND SYMBOL NO. DE'SCF#TM c a CONCRETE SIDEWALK 1-2 Lat PLASTIC HEADER. 4 Lai ® $ CMU COLUMN. 5 1.31 e group@ ® CMU PERIMETER/VIEW WALL. 1 11.31 Landscape Archilecfias RUSTED STEEL PANELS @ Environmental Design L ® ENTRY THEME WALL. 3 1-31 © TURF AREA. L4X j PROPOSED CONTOUR BERMS. _ j 13 $� WATER FEATURE AT BLDG ENTRY. 9 L31 21 0 ® BENCH 8 Lai 817 North Central Avenue 2 1� 3' HIGH WALL 2 L31 Phoenix,Arizona 85004 ph 602.462.9000 fax 13 3'-10' -- ® O BRICK HEADER ® BBQ AREA. 11 L32 602.462.9001 I O ; y 12 ACCENT PAVING. TYPE 1 1 L32 H O U S T O N i ___; �) i T Y N E R 11 9 T_ STABILIZED DECOMPOSED GRANITE 7 L32 WALK Architecture 14 PLANTER POTS ID L32 12 \ �� Interior Design ' 12 >`r * CROSSWALKS -BID OPTION- 3 L32 13444 i Bali Way GEO GRID FIRE ACCESS 5 L32 Marina FAX 310 Q - 1 1 T-8' I \ Del Rey 827-5292 T $" I I 00 @� SERVICE WALKWAY ® L32 California 310 C) BARBECUE 7 LEI 90292 827-5009 13 a BOULDERS 8 L32 1'-6" SEAT WALL. 2 L3.1 R i 0 ICON ELEMENTS a L31 V I 12 8 2 HANDICAP ACCESSIBLE RAMPS PE •1� �O CIVIL PLANS. i 0� a -428'-2 SECONDARY ENTRY ® BLDG. X *� C� I L - CD \ MAIN ENTRY ® BLDG. X L23-4 ��� CONSTRUCTION NOTES' i \ 1� A THIS PLAN INDICATES LAYOUT OF TURF SEPARATION $'-�0' 6'- _ 3 2 �� I LINES AND SITE CONSTRUCTION FEATURES ONLY. -j B. REFER TO CIVIL ARCHITECTURAL AND UTILITY PLANNER < M.y �_. - DRAWINGS FOR INFORMATION CROSS REFERENCED OR ' J Z NOT DESCRIBED HEREON. C. REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR SITE O N LIGHTING. _ -- II D. REFER TO CIVIL DRAWINGS FOR HORIZONTAL AND N 15 2 1 � / c6 VERTICAL CONTROL ~ O_rO2-6 I -a00 2 CN E TYPICAL CALLOUTS AND DIMENSIONS ARE INDICATED < F N J I II N ONCE PER SHEET. Z I 93 Q Q II F. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. ce 17 O 35' 1 � Q C. LAYOUT CONSTRUCTION OF SIDEWALK SHALL NOT ` 7 I tL CROSS PROPERTY LINE ADJACENT TO STREET. v u' CONSULTANT TEAM FEATURE REFERENCEKAI- > ~ I \ 3 4 _ �, C LEA Z SYMBOL DE9CRPT10N _ \ f --- > - 2 VEHICULAR OVERHANG. PER CIVIL PLANS �. FIRE ACCESS ROAD. PER CIVIL PLANS _ > KEY MAP LOCATION Uq O I \ � MANHOLE. PER CIVIL PLANS ' II L �I I \ I I I EXISTING HANDICAP PARKING. PER CIVIL PLANS ell ® I Z CURB AND/OR GUTTER PER CIVIL PLANS. 1 1CD 5 ® I PARKING SPACES LAYOUT. PER CIVIL PLANS AC PAVING PER CIVIL PLANS. '_. IL ` CORNER HANDICAP RAMP PER CIVIL PLANS EXISTING DROP INLET COVER PER CIVIL ENG. pOQ FIRE HYDRANT PER CIVIL PLANS �� - - PROPERTY ROW PER CIVIL PLAN TRACT *28818 Q STORM DRAIN PER CIVIL PLANS. FOR SAL 12 ,� � ENTRIESBLDG 2000 TRASH ENCLOSURE (GATES & WALL) PER � % BID SET O TRANSFORME /BOXES PER CIVIL ENG. CITY Al CITY CC i5 - [flSCE PLANS. —_ COMMENTS/ i T-8' CARPORT COLUMN. PER CIVIL/ARCH. PLANS 3/4/06 2 CRY COMMENTS "� - , M WATER METERS -/25 Q CITY COMMENTS NATURAL BOULDERS LEGEND ---- aim—- 89 ® CRY COMMENTS 13 SYMBOL LENGTH wum OTY 5/10/05 5'-0" 6'-0" 30 OWNER COMMENTS 2 DESIGN 4'-0" 5'-0" 35� DEVELOPMENT \ 3'-0" 4 -0" T737 CONSTRUCTION ' \ 0 DOCUMENTS --- ------------- � �� � ALL BOULDERS TO BE STAKE BY LANDSCAPE BID/PRICING f ARCHITECT ® FIELD O PACKAGE 1 O CONSTRUCTION ISSUE -- - s•�3. December 29, 2004 IL ENTRIES BLDG 2200 L LM f MS - 204139M , HARDSCAPE LAN 0 5' 10' 20' L224 SCALE: r-1o'-O' LEDGE STONE CAP 2 1 /2" 3 3' 2 3 4" SQ STEEL POST SET ON FOOTING 7 3 1 2 1 6 NOTE: 4 1 MIN. THICK PIECES. TO 2" 6" 4 FINISH TO MATCH STEEL PANELS. PER M UF. DESIGN BY P.E. �i FINISH GRADE/LANDSCAPE 2 MATCH EXISTING 1 �` ,�µ- �2 COLUMNS. SEE DETAIL 5 THIS SHEET FOR \ �V RECO ENDATIONS IF REQ D BY CITY 1 STRUCTURAL INFORMATION AND FINISH. V CODE. 8" AREA 2" BELOW ALL DECK �2 8"x8"x16" CMU CONC. µ 3 ,� / AND WALKING AREAS. REF 1'-6"MIN BLOCK. GROUT SOLID. - 5 O 1 /8 X3 X4 -9 CORTEN STEEL PANELS. ' S 4 LASER CUT SILHOUETTES ALL EDGES _ LANDSCAPE PLAN. 3 MAX 3 FINISH GRADE. REF. TO _ r - 1 cLR --w 4'-9" GROUND SMOOTH. SEE DETAIL 6 THIS r I - �t, _. ��� _. 6 - HARDSCAPE PLAN 4 _ SHEET FOR SILHOUETTES HAP - NOTE: O2 8"x8"x16" CMU WALL W/ #4 E ES SHAPES. - ' � � -_ -__ a rOu 2 PLACE CONTROL VERT. 24" O.C. & 4 HORIZ. ! i 1 MIN ' __ - - - --I I=-=-I i ® 4 @ 24 O.C. HORIZONTAL 6 _- _ - _- 5 9 Pe # , _- _�-� • r-;=!--- IN -- '--- ' # „ 6 7i m STEEL ANCHOR PLATE PER SHOP FINISH GRADE _{ _ LandscapeAmhiled►xe E JOINTS IN CMU REINFORCING 24" O.C. = I = • . I . I � , �_ CONT. AND #4 VERT. @ 24 u d 2 PLASTIC HEADER TO = = - - Environmental Design I� DRAWINGS. WALL AT 20' O.C. LADDER WIRE EVERY OTHER = I !- ' = ' '_= I._I ;-,=,.1 IM- O.0 = ' ,,; 8"min MATCH EXISTING @ ' - -- -- - _ _ © FINISH GRADE. REFER TO s 3 6 MAX. COURSE. GROUT SOLID. :: i 1 I �! -I I 1 I -10,, w{ CONCRETE FOOTING W/ #4 @ __ _ _ _ _ 2 I e_ ; _ . HARDSCAPE CIVIL PLANS. PHASE IV -r I , "I-__ I I _ , - O.C. / TURF — = t 3 ____, ;_.-__. ___ , — . .____ _ , __.__, 12 AND C 0 N T. #4 TIES @ 24 O.C. _ t _ ! - � I I -- CONTRACTOR SHALL ROUTE ELECTRICAL II ► ! ---� � 5 III_I I -y6I iII _-- E � � � ��1 ► = i° , 4 UNDISTURBED SOIL �, :i E � I=_:III- ` I : I � , - 1 ® CONC. FOOTING W/ (3)#4 ; ( �_.��. I ( 11 ;-� , , I ._- -�I - - � ' � * ` ' 2 POWER LIGHT FIXTURES CONDUIT AND ANY 1 I ,; -1I _ ) � 1 7 np ' S STAKE 3' O.C. TO MATCH ,> , ? I_- I I _. _E MIN A� - CONT. ! . ;{ s - NEEDED EQUIPMENT TO EACH COLUMN. 2' 8 III__ ' Ii _� 7 , i_ EXISTING @PHASE IV. min. Q #4 @ 12 O.C. NOTE: — 2'� © DECOMPOSED GRANITE. \\;_ - ' '� SLEEVE UNDER EXISTING PAVING SURFACES STUCCO FINISH & COLOR: NOTE: AS NEEDED AND REPLACE/REPAIR TO POUR CONC. FTG AGAINST FIRM UNDISTURBED SOIL OR *PROVIDE SHOP DRAWINGS FOR LANDSCAPE ARCHITECT MATCH EXISTING CONDITIONS. OO TOP SOIL. 817 North Central Avenue II ; I s TO MATCH ARCHITECTURAL PROPERLY COMPACT FILL PER STRUCTURAL SOILS REPORT. Phoenix,Arizona85004 , !_10 ACCENTS @ POOL RESTROOM B REF CIVIL AND STRUCTURAL DWGS FOR RETAINING WALL APPROVAL. NOTES: ph 602.462.9000fox BUILDING. *COPIES OF ELECTRONIC IMAGE FILES NEEDED FOR A. INSTALL PER MANUFACTURES SPECIFICATIONS 602.462.9001 I �( CONDITIONS. CONSTRUCTION CAN BE GAINED WITH THE PERMISSION FROM B. PROVIDE 7 GA. STEEL HAIRPIN AT SLIP JOINTS O , � --1 � I ` 7 � COMPACT SUBGRADE PER © PROVIDE 4' LONG X 3' HIGH LEDGE STONE WALL MOCK-UP FOR H o u s T o N 2'-° SOILS REPORT e rou e AS REQUIRED. PER MANUFACTURES SPECIFICATIONS T Y N E R 5 OWNER AND LANDSCAPE ARCHITECT APPROVAL PRIOR TO 9 P C. REFER TO MANUFACTURES SPECIFICATIONS FOR CONSTRUCTION. MIN RADIUS. Architecture 1 PERIMETER WALL 2 STONE WALL/SEAT WALL NO SCALE 3 THEME WALL NO SCALE /� PLASTIC HEADER NO SCALE Interior Design NO SCALE `'t' 13444 � 1 /8" THK. CORTEN STEEL LASER CUT 1 Bali Way 2'-2 * 2'--2" * SILHOUETTES ALL EDGES GROUND SMOOTH. �i BBQ UNIT 2 Marina FAX 310 2 STEEL SQ. TUBING REINFORCEMENT AT NOTES LAYOUT SHELF. 3 Del Rey 827-5292 `` ELEVATION 12 California 310 - BACK SIDE OF SILHOUETTE. PER *PROVIDE SHOP DRAWINGS FOR LANDSCAPE C 4 90292 827-5009 o 1 x - AIR VENTS. ryi u = STRUCTURAL ENGINEER. ARCHITECT APPROVAL. ` r g ® GAS TIMER - CONTRACTOR TO PROVIDE OPENING IN BASE FOR O O (h 2 n A - 0 CONCRETE FOOTING AND REINFORCEMENT *COPIES OF ELECTRONIC IMAGE FILES - - -- �, TIMER. _ =' .> `r 5'_6' -rv: 5 -9 PER STRUCTURAL ENGINEER. NEEDED FOR CONSTRUCTION CAN BE 5 STAINLESS STEEL BBQ BASE - WEDGE ANCHOR TO CONCRETE j b� rti N @MANUFACTURER SHALL SCALE THE GAINED WITH THE PERMISSION FROM BASE W 4 MIN. 3 8" BOLT X4" MIN. EMBED ' I k - = — •� � ZSTEEL ICONS / ( ) / `- STEEL ICONS SILHOUETTES TO FIT @THE MAIN ENTRY r - •~ :- @ rou e AS REQUIRED. 6 CONCRETE BASE — 2500 PSI @ 28 DAYS. FLUSH TO ADJACENT.3, -- '_- - ---- - -T} _ C.0 t, s. o _, a - 6 - , 9 P 3 MA -- :_ _ -- -- 6 K.: B 6 STEEL PANELS. DETAIL 3/L3.1 . PROVIDE PAVING. COLOR AND FINISH TO MATCH ADJACENT PAVING. 32" MIN. — 34" MAX. TO... s 3 �_ SHOP DRAWINGS. *PROVIDE 2 OF EACH FOR THIS GAS SUPPLY LINE PER SITE UTILITY PLAN. INSTALL A SHUT OFF GRILL SURFACE MIN 8,'.. i �7 , „ -,�-_ t 3'-6"+ - 4 -6 +/- PHASE VALVE (ONE PER UNIT) IN ADJ. PLANTER @ BACK OF EACH BBQ. _ h � � 11 -- ._-' i U 1 ® ADJACENT PAVING REF. TO L2 PLAN. op 2'+ _ JI - r w 9 COMPACT SUBGRADE PER STRUCTURAL -- � 3 O ENGINEERS REPORT. f i , l C 5'+/- 10 FINISH GRADE PER CIVILS. --_-- -I � � � , ,illj_ li� 2 11 3-#3 BARS BOTH WAYS _ 2 < ir-t C SECTION - _ 2 12 LOW STONE WALL. DETAIL 2 - 1 CONCRETE CAP TO MATCH " 6 +/- O /L3.1 O EXISTING. VERIFY @FIELD: 1 'k4" 5 6 i.._.�a S .I I 11 Z DIMENSIONS AND COLOR. NOTES { - a _- -- 8"x8"x16" CMU COLUMN WITH _ _ _ 3 3 0 MANUF. SPECS. SHALL TAKE PRECEDENCE IF THEY MEET OR I I I I I -; 2 1V-4„ (4) #4 VERT. REBAR (1 ) AT I_ 3,-2„ I_ EXCEED THIS DETAIL. ( I < �`— �I EACH CORNER. GROUT SOLID 'B' BASE VIEW © ALL CONC. 2500 PSI @ 28 DAYS ` - 11 Z ��-. ---! - O3 CONCRETE FOOTING WITH (4) #4 � : ;, A1, , y © PROVIDE AND INSTALL A WIRE GRILL BRUSH & IGNITER W/ EACH UNIT. --- Q t 4 SECURE TO UNIT W/ CHAIN ATTACHED PER OWNER APPROVAL. 9 W 2' REBAR EACH WAY .; c � ® #3 TIES AT 8 O.C. 2'-2" <�~ PROVIDE & INSTALL A 12"X12" HERMETICALLY SEALED (PLASTIC LAMINATED) Q ~ 'A' TOP VIEW LEDGE STONE VENEER TO MATCH EXISTING. BRAZIER INSTRUCTION SIGN IN A FRAME AS APPROVED BY OWNER. SHOP �_ Z © FINISH GRADE/LANDSCAPE AREA. GECKO TORTOISE SNAKE ROADRUNNER JACKRABBIT DRAWING OF SIGN FRAME, MOUNTING TECHNIQUE, COLORS, & TEXT SHALL BE APPROVED BY OWNER. � COMPACT SUBGRADE PER SOILS REPORT. r(I) BBQ BBQ SHALL MEET ALL DISABLED ACCESS REQUIREMENTS-32" MIN. COUNTER rj COLUMN DETAIL NO SCALE 6 ICON ELEMENTS NO SCALE AND 34" MAX. GRILL HEIGHT. PROVIDE CUSTOM STAINLESS STEEL BACKING PLATE, FINISH TO MATCH `3 STAINLESS STEEL BARBECUE UNIT. " £ 4 �. 2 2 WITH "~ � © STAINLESS STEEL GAS BARBECUE 4) 20,000 BTU BURNERS CAST ti *p„ „r , ._, ;.. AND 1 HOUR AUTOMATIC GAS SHUT-OF SWITCH. IRON GRATES, � � �- 3 T h A' d 4 MODEL: THE OPM-24 PEDESTAL GAS GRILLx ` 2 .. , 1 " RAD. �:r �,, H N WORKS, �-� A 71075. PHONE. BY: THE IRO KS PO BOX 609, SPRINGHILL, L 1 -800-811 -9890. AS PER MARRIOTT STANDARDS. ' a " r 1,_6„ , , r TRACT #:28818 6 BBQ NO SCALE . a EQ. 6 (-_ ` , - SUBIu�TTAL 5 ; 7 - 114 } ! ►, I 6" 100% BID SET xr:; CrrY COMMENTS/ I.� . _.. 3/4/OS . SECTION A .'__"--' . „ 4;. CITY GENTS A EQ 8 i CITY COMMENTS 3/25/05 s , - 4/22/05 ` - z 4� crrY COMMENTS 2, 1 5/10/OS PLAN VIEW , , r... .a. F .._, .... " .. .. ONR�R coMMENTS � �sM WATER FEATURE w BLDG 2000 � _ DEVE>_OPMENT 2'x1 '-6"x6' COLOR CONCRET BENCH. MONOLITHIC POUR WITH LIGHT ACID WASH °0�� FINISH. COLOR: TO BE SELECTED O PACKAGE 0 1 " RADIUS EDGES TYPICAL. WATER FEATURE � BLDG 1900 NOTES �TaN i < " }` f ` k December 29, 2004 f - a 8-#4 HORIZONTAL REBAR W/ #3 TIES @ 12" O.C. INSTALL AS PREMANUFACTURED SPECIFICATIONS ° ` n _ _ ® ADJACENT PAVING (CONCRETE OR DECOMPOSED B TRACTOR SHALL PROVIDE ELECTRICAL WATER FEATURE * BLDG 2200 GRANITE. REF. TO HARDSCAPE PLAN) CON _ uA POWER FOR PUMP AND LOW VOLTAGE LIGHT WATER FEATURE BLDG 2100 LANDSCAPE AREA. REF. HARDSCAPE PLAN 1 SAN QUINTIN BLACK PEBBLES @ FIXTURE AND WATER TO EACH WATER f MS © EXPANSION JOINT. DETAIL 2/L3.2 WATER FEATURE BASIN FLUSH TO FEATURE. 2oa=01A SCORE JOINT. EDGE. C WATER FEATURES BY: a 0 2 SAN UINTIN BLACK PEBBLES @ THE GREEN GODDESS (602) 971 -8110 WATER FEATURE � BLDGr 2300 ® COMPACT SUBGRADE. WATER FEATURE TOP. CONTACT: SOPHIENARCDRIDGE HARDSCAPE NOTES' OR EQUAL BY OWNER o� . *POUR CONC. AGAINST FIRM UNDISTURBED SOIL OR O LOCATE @CENTER OF PLANTER (TYP) DETAILS NEXT TO L2AC5 PLANS. s PROPERLY COMPACT FILL PER STRUCTURAL SOILS REPORT. 8 CONCRETE BENCH NO SCALE 9 PREFABRICATED WATER FEATURES NO SCALE L301 10 U1 1 /8" RADIUS (TYP.) 10 10"x18" SCORED, COLOR CONCRETE HEADER WITH #3 1 2 3 4 t HORIZ. BARS @ 12 O.C. EA. WAY @ CENTER OF POUR. 2 7 8 0 EXPANSION JOINT- USE "POLYFELT 1 11 CLR. ALL EDGES. DOWEL OR EXTEND EVERY OTHER REBAR 5 2„ #160 PF3" OR EQUAL. EXTENDS 8 8" MIN. INTO CONC. BANDING WHERE OCCURS. WITH 1� MAX SLOPE TO DRAIN BELOW BOTTOM OF PAVING. SCORE JT. AT 3'-0" O.C. EXPOSED AGGREGATE FINISH. JOINT SEALANT � AN 4" 1 /8" SAWCUT JOINT. FILL JOINT 8 -� -I l :} p COLOR: TO MATCH EXISTING @PHASE IV. DETAIL 12/L3.2. • 10" r J , 2 SAWCUT OR ZIP STRIP ! , � � � • ; � . . WITH JOINT SEALANT (COLOR TO O ADJACENT PAVING. REF HARDSCAPE PLAN. - MATCH CONCRETE � II___I ____I, ___.l __...� 2 3/8 WIDE TOOLED SCORE JOINT 3 GEOTEXTILE. TURN r g, :}� ) II __. I :-, ! ! O RN UP AT SIDES TO COVER 9 _ _ TO 1 /3 DEPTH OF CONCRETE. PAVERS LandscapeArchriedure COMPACTED SUB BASE IF REQUIRED EXPANSION JOINT 4 4 4 E nvi ron menial Design ! ' I , O #3 @ 18" O.C. EACH WAY. 4 1 'x1 ' OR 6"x6" PRECAST CONCRETE PAVER. TO O -- -- -_ . - (SEE SOILS REPORT FOR -- 3 11 10 2 RECOMMENDATIONS) - . #3 BARX2 -0 LONG @ 1 -6 MATCH EXISTING. @PHASE IV SET 1 /4" ABOVE 6 = � 10 10 O COMPACTED SUBGRADE (SEE SOILS ` II E TrPI i O.C. ADJACENT CONCRETE EDGING. PER �sl�_ Ii, I I ADJACENT PAVING PER PLANS. _ vg '' m l " 9 © BURKE 'KEY-KOLD' OR EQUAL MANUFACTURER'S SPECIFICATIONS. REPORT FOR RECOMMENDATIONS) „ F © CONCRETE SIDEWALK- SEE DETAIL CONTROL/SCORE JOINT 3 SMOOTH BARX2'-O" @ 1 '-6" 1 1 /2 min. TO 2 max. BEDDING SAND O2 COLD JOINT TYP. SEE DETAIL 2/L3.2 »° " 1 L3.1 SEE PLAN FOR FINISH © CO 3 APPLY 1 2" RADIUS NOSE ALL EXPOSED 4 M1N. . / ( O.C. GREASE AND WRAP ONE O / A AGGREGATE BASE PER CIVIL PLAN DEPTH AND REINFORCEMENT PER 2„t 11 4 SET HEADER FLUSH WITH ASPHALT & PAVERS EDGES CONT. TYP. } END. 817 North Central Avenue Q ` , RECOMMENDATIONS �' 8 COMPACT SUB Phoenix Arizona85004 � ._� h , t y f� :. ) 5 GRADE TO 95% PER SOIL REPORT. 4 10 THICK CONCRETE 3000 P.S.I. @ 28 DAYS sr ® EXPANSION JOINT- USE � PLANTING AREA FIN. & COLOR TO MATCH EXISTING @ PHASE IV ph 602.462.9000fax ��° POLY LT 160 PF3 0 . ® TOOLED EDGE EQUAL. EXTENDS BELOW BOTTOM1 #3 HORIZ. BARS @ 12" O.C. EA. WAY @ 602 462 9001 �! �1 III __, a I �w r OF PAVING. 4 5 CENTER OF POUR. 2 CLR. ALL EDGES. DOWEL 9 TURN DOWN PER SOILS REPORT I , r: ° ' 2' H o u s T o N �� �� T Y N E R RECOMMENDATION. 1 " I 6 COMPACT SUBGRADE PER OR EXTEND EVERY OTHER REBAR 8" MIN. INTO 10 COLD JOINT 6 STRUCTURAL SOILS REPORT. 7 s -o TYP. 6 CONC. BANDING WHERE OCCURS. O CLASS A CONCRETE SIDEWALK. g 7 18" Architecture BROOM FINISH PERPENDICULAR TO TYP. 2 3 2 © COMPACTED SUBGRADE PER STRUCTURAL SOILS Interior Design L 6 1 `,\ ; DIRECTION OF TRAVEL. DEPTH & 1 10 ADJACENT WALL/COLUMN. 2% MAX. REPORT. 13444 _ 1/2„ j REINFORCEMENT PER SOILS REPORT 11 CONCRETE WALK. r 3 O d, `q. O.. [ d 3 COMPACTED AGGREGATE BASE PER CIVIL PLANS Bali Way l RECOMMENDATIONS. 11 - -- - - __. i I o NOTE: Marina FAX 310 11 3/8" WIDE TOOLED SCORE JOINT TO 4 I �.� i.�. ' �; ' �' y . °°R� ;� ICI Del Re 827-5292 VARIES PROVIDE EXPANSION JOINTS @ 2 0 C ALL 1 /3 DEPTH OF CONCRETE. 7 :, 1 I I �1 _ I i i .I. =i i � _= , C al�forn�a 10 I E_ ; ; 1 I ,-- I i � ; I � I I -- l I ' ; ; I �. I , � �_ I t ' CHANGES IN DIRECTION AND PER STRUCTURAL 90292 827-5009 r NOTES NOTE _. _ � I __ ,;__ i ! ___ --, 11�J . • (VARIES ' ` `--' ' ` ' A. CONSTRUCT A 4 TO 6 SAMPLE FOR FINAL 4" SOILS REPORT �A EXPANSION JOINT AT 24' O.C. OR AS ` �` '� � � ' 8 *POUR CONC. FTC. AGAINST FIRM UNDISTURBED � s r TYPICAL APPROVAL OWNER AND L.A. APPROVAL ► ^ SHOWN ON PLANS SCORE JOINTS AT 6 - :II = Iii SOIL OR PROPERLY RECOMPACTED FILL PER �~ +•� EXPANSIONJif SCORED COLORED CONCRETE BAND. COLOR TO BE I O.C. TYPICAL. SEE DETAIL 2 L3.2. " `'--" "' � ' =_" ' ==s= " / 3 Jill 8 MATCH EXISTING @PHASE IV STRUCTURAL SOILS REPORT. F 4 I ; , ____� I __ ' I :-' JOINT- © ACCENT PAVING TYPE I @ ALL BUILDINGS, 6 * ' 9 PROVIDE 1 .5 LBS. CFP FIBER REINF. PER CU. t 5 MAIN AND SECONDARY. COLOR TO BE EXPANSION JOINT C. PAVER COLOR 8c PATTERNS: TO MATCH EXISTING @PHASE YD. CONC. IN ALL FLATWORK BY FORTA CORP. . `� SELECTED. D. BID OPTION 1 CONCRETE SIDEWALK + JOINT NO SCALE 2 TYPICAL JOINTS DETAIL NO SCALE 3 DECORATIVE CROSSWALK NO SCALE 4 VEHICULAR ACCENT BAND NO SCALE c� i O FINISH GRADE 2" @ GROUNDCOVER 2 3 9 8 AND 1 " @TURF AREAS, TYP. 5 4 1 O2 COMPACTED SUBGRADE PER O 20"x20"x4" CONCRETE BLOCK. 0 PLANTING AREA/TURF AREA, FINISH ® CONCRETE HEADER. DETAIL 3 1 c 2 GRADE 1 Y2 BELOW TOP OF HEADER. 12 THIS SHEET. .� 6 STRUCTURAL SOILS REPORT AND FINISH GRADE/PLANTING AREA. s t �..� 7 PER SOILS 2 2" DEEP STABILIZED DECOMPOSED 4" COMPACT ABC 1 1/2" - MANUFACTURERS RECOMMENDATION. COMPACTED SUBGRADE 1 10" " ' ""J z 2„ TOP OW TURF SOD (SEE PLANTING PLAN) REPORT GRANITE FINISH GRADE 1 2 BELOW N v O ® DECOMPOSED GRANITE FILL ON OF HEADER. COMPACT TO 95%. 4 - ® TOPSOIL - GROUT 1 ,_6„ COMPACT SUBGRADE PER SOILS REPORT iP6 CFO GEO GRID: GRASSPAVE2 ► ° o • ; o• © COMPACTED SANDY GRAVEL ROAD 49 I { { I ; i •° BASE. 4 2 �. z e VARIES AS 1 1 ,_6„ 4 1 ! M: ! '_! l I ! _' • PER LOADING u, ' 0 Ibo ° gQo: REQUIREMENTSO SAND) SAND (CLEAN, SHARP 4 2„ 1% MAX SLOPE TO DRAIN �— .,� c ° o o ) TURF AREA. FINISH GRADE » Q z o ° ® ROCK MULCH IN SHRUB AREAS 1 2 2 .1 _ �ii� y�iy �j TO BE 1 1 /2 BELOW TOP I�� - - 4 . a „ . I ,.. 9 PLASTIC 1 8 3 _._-.--_ HEADER BOARD BETWEEN24 t OF HEADER � ems:.;-a::,. -x:�- ''C'§,-7.r__, � :'.'...._.._.__i ._..._..... T_'"- • TURF AND SHRUB AREA. SEE � ,_ , _ EXTRUDED SCORED COLORED CONCRETE { 2 • ., , <<� � E= - � v � ti� =-• ,:., � - DETAIL 4 L3.1 __ _. k �` i ,, , - .` HEADER _._ I L__. v—i �_i I f..: I-_:=1 l� _.__.► ; , , , NOTE: I-- �% �..,_ ► 31 I i_I_, I _ ► _ _�_� 2 2 STABILIZED DECOMPOSED GRANITE ' A. PROVIDE JOINTS AS PER �- I -_� I PATH OR SHRUB/PLANTING AREA. REF MANUFACTURER SPECIFICATIONS. BUILDING ; ,1 1i I . PLAN 3 _I ,�-_. 5 B. INSTALL FLUSH WITH PAVED. NOTE: rj GEO GRID FIRE ACCESS BASE FOR TURF NO SCALE 6 SERVICE WALKWAY NO SCALE 7 STABILIZED DECOMPOSED GRANITE PATH NO SCALE A. EXPANSION JOINT AT 15'-0" O.C. w/ 24" #3 REBAR LINKING THE SEPARATE POURS. GREASE ONE END OF THE BAR. VARIES REF LEGEND 0 BOULDER, REF STEEL EDGE-OPTION II- O GEOTEXTILE. TURN UP AT SIDES -� �� \ B. SCORE JOINTS @ 5' O.C. I • 1 LEGEND FOR SIZE TO COVER PAVERS AND LOCATION. 11 „ O2 ADJACENT PAVING. REFER TO TRACT #:28818 2 FINISH R 1 2 4 HARDSCAPE PLANS. �� 12 CONCRETE HEADER NO SCALE FM SAL 2 S GRADE IN. 1„ 1 #4 CONT. 1 �J *ROUND PLANTERS POTS: 100% BID SET = 10 SUBGRADE TO BE MIN 1 1/ 5 ® 1 'x1 ' OR 6"x6" PRECAST CONCRETE MALAYSIAN SERIES O 4%4"x 8" BRICK, FACE UP SOLDIER COURSE. COLOR TO �� 3iovo5 COMPACT PER BE SELECTED �� `� Cmr COMMUM/ +/-2/3 I - 9 PAVER. REFER TO MATERIAL PLAN 2 MODEL: ,, ,II STRUCTURAL SOILS � I i I ! ! ! I , ..: ----- M N is : � 6 L14.1 FOR TYPE AND COLORS. SET o 0 0 0 0 0 �2 STABILIZED DECOMPOSED GRANITE. SEE 1 3r4ros REPORT. ;- , ;_- , , _. ° o o TYPE IV: QR-MAL4242P '2, car �mrrs % - �„ DETAIL 7/L3.2 - ----- I ! ! f i - ° >, 3/25/05 i � E 4 ABOVE ADJACENT CONCRETE ° o ° � MORTAR SET AND 1 MORTAR JOINTS 3`` crnr ��rs KALAMAZOO MATERIALS, INC. I !- I 1/+/- I r I I_ _ 4„ EDGING. PER MANUFACTURERS o o COLOR: C12 (COLONIAL BRICK) �, I i ; I- CHRIS CARRIUOLO MIN SPECIFICATIONS. o *TEXTURE: T7 (ACID ETCH) ® 90% COMPACT SUBBASE. f^� aim _ o } = 1 , ; _ _..; I ? 6975 N. ORACLE RD. C 1 1 /2" BEDDING SAND 5 0 ° ADJACENT LANDSCAPE AREA TURF/DG. L4 __ ! ! ! TUCSON AZ 85704 CONCRETE EDGE © 95% COMPACTED SUB-BASE. ° © NOT USED. �j�, 5/10/05 f I I ___.i E �� 520.575.9601 9 ,> --- - __ - v 1 2 4 COMPACT SUBGRADE PER ! I -.w II I f '� 6"min CONCRETE FOOTING ALL HEADER LENGTH DESIGN 3 520.616.0586 FAX -OPTION II- O { I , I!{ ICI ( il EII�l1! I II II,OI{ -- t _....__..+ ( ) l! !- .I! !�-�(I I�I ! -_ 8 HEADER COURSE. 10 I N SOILS REPORT. -!I I 111= I I != ! ( I I ' - D`VELO t NOTES: 1" 1 1/2" -! Il 11, Illi! I II -= 1 PLANT. REF LANDSCAPE PLAN. ----- � =111=►�_I � I�1 O MIN ® CONCRETE BAND. SCORE !I111, i !-1=-1! I ,11-_111=,11! I11-1 20 SAN QUINTIN PEBBLES. DOCUMENM - ---- ---- 0 PROVIDE BOULDERS FROM KALAMAZOO MATERIALS, INC. 5 JOINT @ 5' O.C. 8 1i1== l!� -;z_I� - 1' I ! I,;ll -! 11=111 I�.I=11_I ' sm - a !Ii_�_!IIH III III IIIE 1IIEJIi III I, 3 IRRIGATION LINE. REF IRRIGATION f B INSTALL BOULDERS UNDER FIELD DIRECTION OF LANDSCAPE ' __ I , CONC. TOE W/ #3 REBAR AS PER _;- _ { i I - — ,_ PACKAGE M N !- -i I= I 6 i_Ih�E I , ,, I! , I 1=) 11=!11 I I I� )i 1� PLAN. CONSTaucnoN ARCHITECT. MANUFACTURER. 11I---)i101II ' I i --- - — � PLANTING AREA. lil lli iIIE 111 -=II1=1 IOII� 111E-1II=� _�� ® COMPACT SUBGRADE PER SOILS © REVIEW EXISTING SITE CONDITIONS AND BOULDERS TO BE 11 =..'! I 1=..-_I I ._�__! ; I_ 1II:: 7 LII 111 m111 = !i-III 11i iliII! =!11 10 REPORT. December 29 2004 4 11 STEEL HEADER W/ STEEL ANCHOR. = Ili I I-- I--1 f 1 , RELOCATED AND BE RESPONSIBLE FOR EQUIPMENT AND LABOR �-' --� I -� 5 REQUIRED TO PERFORM COMPLETE INSTALLATION WORK. TAKE MIN —OPTION III- AS PER MANUFACTURER. 9 LEE (LI-IIIII -IIIisIT ;111= 0 PLANTER 2 _1 „ 8 -- 3 2" �„I �-��-��~-I �� �`�� ® BUBBLER HEAD - REF IRRIGATION 4"I 5 _ ., ,��._ �P M I Ms SPECIAL PRECAUTION TO PROTECT ADJOINING EXISTING 8" 1 4 NOTES: � , „ x _4 i 8 .: `rau DETAILS STRUCTURES AND IMPROVEMENTS. DAMAGE, REPAIR OR MIN. 5 1 . SWEEP SAND INTO ALL :_ __ _ - - SLEEVE THROUGH POT FOR - __ , I :-, 9 _Iji -- REPLACEMENT COSTS RESULTING FROM THIS SCOPE OF WORK IS 1 4" 6 JOINTS TYPICAL. i!- !��e'- =+�!'J {i ' ! == 1 == 1 ,� II = I li ` _ 3 / _!_�_ i_= _._.,==I_.�_i=1 _ _I: FO I - I - I ! ( I I i IRRIGATION AND DRAINAGE. DRAIN -- I�.I III __, ' I I- --- ' RESPONSIBILITY OF CONTRACTOR. • --i - -- i I ! �.�� 1 - � ; ICI -- , , �)_ �= -, I ,_. 1 I I --�- 3 � : I �._ -� - { .I I =1 I I ,: TO GRAVEL BELOW. i l,.__. -1 L -- PLACE BOULDERS BY STRAPS AND PROTECT WITH CARPET. _ '_=-- ' -_-_ I---___ - __- --- {_ . _._, , ___ -__I ( L _. I____I , . -___, , ___ v ; - ; - -I I I_I I_ , � _----- IO I I-__� I _� , I__a ► -1 I --�:.E ._;x_ .I M, . , HARDSCAPE I_`._ (..._ �..i __. , ._ _ 8 PLANTING SOIL. f_.i:---I - I , __. a� i BOULDERS WITH EXCESSIVE SCARRING WILL BE REJECTED. MIN. :-.` = - - O - ��.--- I 8L.__._ ! -_: . �3 K -t•e 3�' e.;^i.—•a +-{. r •a i .Y F' ,..r€. _.___'.� :._-.__ .E.._`-.�....., ..__.rs ;-1 I, ,—__, I ____ , , 1 I___.__I __._ 1-_.__ i ____ __ 11___1 g I.___-. i-_.__I y___. I , IIII I _ I ! L__..._s , 9 WAX SEAL BY CONTRACTOR. ! '-' ' '- i- 0 BOULDERS SHALL BE SURFACE SELECTED. �I� � ____; , ,___., ; ,._._._, �____ __._.; I f_---- I ___l I:__, I 11 7-7-__ I I . , I_ _ , I , O !_�._ ___i. 1_._._I ! _ DETAILS 1 f I . _... _ , _.. , ___ � '. iI��._� I . — 47 I�' I I GRAVEL. I I � ! _�! l - 10 2 7 3 4 _ 4 9 ACCENT PAVING WALKWAYS 10 POT WALKWAY NO SCALE BRICK HEADER BBO AREAS NO SCALE L30Z BOULDER NO SCALE � NO SCALE � 11 � EXISTING PLANT LEGEND ♦ `� > ;__, _ PLANT LEGEND ACCENT TREES wrANCAL/COM"NAME �- _ - � s . - � , SYMBOL PLANT NAME Acacia famesiana GERATONIA 51LIOUA + SWEET ACACIA O° _` _ 'CAROB TREE s ahlbergia sissoo -}- I t T� ISS00 TREE r - . - 0=10 A=15 5=35 GHITALPA � Cercidium floridum PALO VERDE TASHKENTENSIS rou ❑ 0� C / + 'PINK LADY' TOT rosopis juliflora 9 Pe • _ CT 6=4 A=8 5=20 ATIVE MESQUITE Landscape Archikxtwe L4 PHOENIX • Acacia salicina Environmental Design 1 O° ! AGTYLIFERA WEEPING WATTLE ❑ �- ® 'DATE PALM' „ro _ t _ • PALM TREES BOTANICAL/COMhAON NAME Q 6=4 A=6 5=25 . PR05OPI5 CHILEN515 ashingtonia robusta - j MEXICAN FAN PALM - 0 0 ' � /❑ - / 'GHILEAN MESQUITE' TM Phoenix dactylifera + c - - `. / % 6=6 A=10 5=25 DATE PALM DIAMOND CUT TRUNK • RHUS LANGEA 5P. ��:&/C�I NAME AFRIGAN SUMAC' 817 North Central Avenue °Ott ; _ • �� 0 / • _ ,RL Cassia oliogophila Phoenix,Arizona 85004 i ® •• / - 6=4 A=Io 5=20 OUTBACK CASSIA ph 602.462.9000 fax ACACIA 5MALLII 602.462.9001 / ❑ ,, / / / • L`� �; O Eremophila racemosa ' • Air �. + r EASTER EGG PLANT ��� 4 ` �` �� T' Ruellia peninsularis H O U S T O N / ❑ � ��, � /• ,�y-1 ❑ � � � ` 6•6' R6.4' a-a' S-is' � BAJA RUELLIA T Y N E R r ` �� o • / o c I -, f GERGIDIUM FLORIDUM •• Carissa grandiflora ° / / ^I BLUE PALO vERDE •• NATAL PLUM "boxwood beauty"s• O ,-� �, • ❑ (� `� y Architecture r / • 1 Erigeron karvinskianus 'profusion' Interior Design i • , , , , , O° �� / � / � ° • • � �" GERGIDIUM HYBRID SANTA BARBARA DAISY THORNLE55 O Larrea tridentate 13444 - J» c `,- .r 'DESERT MUSEUM' CREOSOTE BUSH Bali Way O O p / / / • •• O + �•� �` -=� , . (HYBRID PALO VERDE)nn Dodonea Viscose Marina FAX 310 i • / t sCHiNuS MOLLE PURPUREA Del Rey 827-5292 California 310 0) N „s • ❑ Encella farmosa n •• 'CALIFORNIA PEPPER TREE N0-2 @ BRITTLEBUSH 90292 827-5009 / 4 • / 1 _ O` _ �K. f - / / �.__ Coesalpinio pulcherrima O © � / O / O ( WASHINOTONIA RED BIRD OF PARADISE ICA Q N on ❑ / ® • FILIFERA HYBRID I n h o _ all • a �' O / ° • Salvia euca t o I E • , i O _ / l l l ° �� I l r' CALIF. FAN PALM ,�, PURPLE VELVET '� •� / � ._ .. ❑ • 6■4' R6-5' a-b' 5■25' " � • w ! ❑ / o O / / ° + Sophora secundifloro ❑ _ " - i 0 v� ' REFERENCE ONLY TEXAS MOUNTAIN LAUREL 0 _ A• - ��.:� �`''�' / � �••• to � / � �-- Yucca recurvifolia •� r3 W •r-1 i CQ• �� ,+ .J / O 4�� �,,� �- --� / YUCCA L 0 � ❑� �VIER. � • � ,, �Xj r. Solarium rantonetti • " - •• / lJ l� ROYAL ROBE t� V • > / _ / T a lYJ Lysiloma thornberi FEATHER BUSH i + 4 o / = ®• Salvia greggi / ® AUTUMN SAGE " " " ❑ �� • - Tradescanthia pallida < ! • " l) I ❑ • / LO • � ate- / ® PURPLE HEART J z 1� i ❑ \ > rJusticia • �� `" / : `7 / +" � I I JUSTICIAulvicoma v / Z — � � Tecoma stuns 'augustata' � ' ❑ + i ,� - ��" YELLOW TRUMPET BUSH < t - - • / / ❑ - _ �G Russelia equisetiformis O W + ° i j oa CORAL FOUNTAIN �..� Z � • / � ° / �. ° - t� � of Q Euphorbia rigida •r / •� O ��� �• GOPHER PLANT uJ O 0 ° c 'Q // eX) / ACCENTS BOTANCAL 1 COMMON NAME 0 < z � — ❑ 1 - ❑ Opuntia ficus indica + c I " /® ° ° O a tXi� TUNA CACTUS I • I • • Agave weberi KEY MAP LOCATION • J O• ® WEBER'S AGAVE ----- - ® I Hesperaloe porviflora HESPERALOE (red/yellow yucca) • - � � ° • as _ 1 00 n s , - _ _ . - �, � ., , � -❑ ❑ I ' � � � � Muhlenbergia Rige DEER GRASS rso I O^ --- • ' �+ \ Asclepias subulata ° l • t � - � -'- DESERT MILKWEED s �. {; - ._ °( ❑ °_., a j ° �' 1 • i ` ❑ _ �� GROUND COVERS MAW&I COM"NAIIE 44 r \C ° ,� __� _ _ _{ �, � ` �" � Lantana sp gold mound'/'purple' - ;, _.. ° ;_ ' 0 \\ • N / URP LANTANA • �' -`" �� '��' GOLD MOUND/PURPLE D P LE ❑ so ❑ ° - r-... ;,- , \ • rysactinio mexicana • O, ° - • �- DAMIANITA > i � I o ❑ r' H enox acoulis - °�� � � ,� ❑ . � ° � - � o � ; �� � >� >5 TRACT #:28818 oa °O ANGELITA DAISY °❑ ° I �� ; • O Tagetes lemmoni 'compacto' FOR -�� �' i MT LEMMON MARIGOLD 100% BID SET :.. ` O \ / t F �cvl X i " Chrysactinia mexicana Q ! •� I + DAMIANITA -� -CITY COMMENTS/ CD Penstemon s 3/4/05 • I� V� c�l I • '� PENSTEMONp 2 CITY-�ME� • ❑ 3/25/05 OO ❑ ' O I 1�1 I X O \ c- cX-) • �' r TOTAL MATERIALS BOITANCAL 1 COMMON NAME CITY COMAS ,� L I • I �J _ • ( f SOD -- 4/22/OS--- - - ti❑ O • I ( •�� 1KY TIFF 315 (OVER-SEEDED) A_4 CITY COMMENTS ONOT 3/4- ROCK MULCH ® MOHAVE GOLD --- 5nOro5 I II' • sH0'NN 2" MIN DEEP AT ALL SHRUB AREAS. A\ pyyR COMETS • • - I - C I t �a 4 -6 0 DESERT GOLD AND -- - — --- c I _ APACHE BROWN ROCK ® 4'-5' O DEVELOPMENT • - O i I l DESIGN ❑ O • • —i�' ARROUND BOULDERS TO MATCH f �� i• -� I I • cXl ® • EXISTING PHASE 4. CONSTRUCTION O �, - �� �❑ • DOCUMENTS t , - \` CEO GRID FIRE ACCESS ------ -___ -----_-- ❑ O BID/PRICIJG ® I • © - - � oOJ O� �� �• PACKAGE f O° I �``~`O'` --, l 'SURFACE SELECT' GRANITE BOULDER*ATER coNSTRucTION O `Q • I : 1 a O` SHEET 1 MATERI _ /OOM MON NAME OTY USE O a ; r O E , p • ° SOD December 29 2004 TIFF 315 OVER-SEEDED 6,7 01 H + cam► a, J d _ -�}� . _. IL ® a _ ', \ NOT DECOMPOSED GRANITE ® SHRUB AREAS �, I O a : _-- ._:. a °,,-- • ` _._. ,. ? `,t ' SHOWN D ERT GOLD 2" MIN DEEP ALONG 45,3M s41t - --_ LM - • N n ,{ ° 1 °{ a ° °00 Cc a jf ALL SHRUB /\p} r - ,, -- IMS I a0 -- ', CD 204139.01A i < <o ❑ � a° _ O These plans have been reviewed*by the Coachela Vatey Water District in accordance +' • + �_ _ Y o° ° with Water Code Title T. Division 1, Chapter 3,Article 10.8, Section 65597 et Seq. ANDSCAPE < • �- ;. o , \ i -� Requiring efficient landscape and imgadon design in cooperation wlh the bcal govemig \ Q agency(City or County). PLAN ° *Approval of this drawings by CVWD Staff does not confute approval to encroach Rao A -}- district and USBR rights-of-way. Trees,plants, wals and permanent structures of any kind may not be planted or instated in C VWD and USBR easements of right-or-my without first obtaining an encroachment permit from CVWD. { S[INSH'I' WINTER I • r \\ ` S� Date: 0 101 201 401 Water Management Supervisor 4ml si'N� SCALE: 1"-20'-0" \ Deveelooment Services Supervisor ., EXISTING FLAN I LEGEND PLANT LEGEND ACCENT TREES BOTA callldlON NNE NCAL SYMBOL PLANT NAME \ 1 • \ + Acacia farnesiona i •� k GERATONIA 51LIOUA SWEET ACACIA • 0 '\ ; ahlbergia sissoo I� •• o \� �.- °a. \ 'CAROB TREE' TC4 ISS00 TREE 6=10 A=15 5=35 /11 • \ \ CHITALN515 CercidlUm floridum TASHK N- ° + ° ° i NTE � � PALOALO VERDE 'PINK LADY' TOT rosopis julifloralegroupe j� ATIVE MESQUITE ° -1^' L �, \ + • r5=4 A-5 5=2o Landscape Architechxe i • \ + + _ D4' \ HOENIX • Acacia salicina Environmental Design + y AGTYLIFERA WEEPING WATTLE \ \ • DATE PALM TMP PALM TREES BOTANICAL/COMMON NNE _ • ❑ V r5=4 A=6 5=25 i i \ • �'•� ••� \ >�_ \ \ PR050PI5 GHILEN515 Washingtonia robusto • 9J \ + \ O� �� \ MEXICAN FAN PALM GHILEAN MESQUITE TMC Phoenix dactyiifera 'Male + + G=6 A=10 5=25 � • A \ �,�� + l , V DATE PALM (DIAMOND CUT TRUNK) • — o \ v �+ • 0 \\ y\ RHus LANGEA 5P. BOTANICAL I COMMON NAME. - � +� �+ • '\ \ 'AFRIGAN SUMAC' 817 North Central Avenue ❑ ��, � �+ - � \ \ A \ � ❑ D° 0 • `\ `� TM � Cassia oliogophila Phoenix,Arizona 85004 i i° \ v ❑ .. `"� =4 A=Io 5=2o OUTBACK CASSIA ph 602.462.9000 fax i °`` a ° \ / \ 0 Qo • \ _._...... _ ACACIA A SMALL I I ❑ � � ��� , O ph racemosa 602.462.9001 + EASTER EGG PLANT 0 n %a - \ X ° • o \ n Ruellia peninsularis H O U S T O N / L • >a \ \\ 0 lX) r , y s=e' R6•4' A=a' s=Is' BAJA RUELLIA T Y N E R • ° ' ° + \ \\ V A • GERGIDIUM FLORIDUM i ® - + k X) Carissa randiflora - D4 - �! �� n• \ +• �\ Q ❑ �X) �\b \� ' � •• NATAL PLUM boxwood beauty" Architecture 'profusion' r e BLUE o RD I ron orvmsklan ro Interior Design CO,• \ O- \ =U L= vE_ 15-25' <' +�> SANTA BARBARA DAISY ° _ ° 't._ ` a ® , Cf° ❑ \ �❑ GERGIDIUM HYBRID \ \ \ THORNLE55 Larreo tridentate 13444 �V 'DESERT MUSEUM' CREOSOTE BUSH Bali Way FAX 310 (HYBRID PALO 1(ERDE}nrr Dodonea Viscose Marina ° ? °t { 4 ? / — ° • \� \ �7� 0 i \ 6=6' R6.4' A-lo, 5.25' • ° • \ • �_ + i 5GHINU5 MOLLE PURPUREA Rey 827 292 ° 6 o \ \ \ 0 \ Encelia farinoso California 310 ► \/ - �, Y CALIFORNIA PEPPER TREE - O \,,� g. g - + • + V BRITTLEBUSH c`a° • �-, i \ o � \ -. ; ^ , .�`` e=ID' RB•b' A=10' s=�' 90292 827 5009 O Caesolpinia pulcherrimo HASHINOTONIA RED BIRD OF PARADISE (� _ \ �i FILIFERA HYBRID Salvia leucantho �•+ - \ - c-) \ \ �� \ � �O \V � (`' \, CALIF. FAN PALM ,M PURPLE VELVET •� •� \ �� 6 4 Re A■b 5=25 n • \ ,,,, \\ . , Sophora secundiflora I /e ° cX \ \f� \ v ' r REFERENCE ONLY TEXAS MOUNTAIN LAUREL O 4-4 :1 / ® s 6' _ G Y ' l Yucca recurvifolia • 0 YUCCA �"'� � •.-� � - � 0 \ �� o v�j \ + 0 i • \ t Solarium rontonetti • ® � �� o A r _ ono ® \ �J ROYAL ROBE a V L • a , -- c )� � �° � � ,�� � � rT. � `� ® • . x, Lysilomo thornberi i _ • �L o c�j FEATHER BUSH C� L �• A = �� \ ° A• c Salvia re i 0 ® �7A ® X _ ® AUTUMN g A• '\ SAGE 0 \ \ \ ® Tradescanthla pollida < I _ • tt � '\ b � �/ . \ ❑ \ (hJ_ PURPLE HEART J Z Justicia\ \ \\ tX) JUSTICIqulvlcoma v O y - \ ► �T + \ \ \ \ o • \\ Tecoma stans 'ougustata' Z �00 i • CYJ \\ YELLOW TRUMPET BUSH O \ e-o = • ❑ • Russelia equisetiformis, 0 0 Z CA i \ \ + ' + `\ O CORAL FOUNTAIN CIS rr `, \ �> • � \ Euphorbia rigida ad F .. >� \ A • 0 � \t GOPHER PLANT u.i rf z� \ A A \ \ 0 ,� \ • ACCBVT'S BOTANCAL I COMMON NAME K' • '�� A Opuntia ficus indica Z ❑ \ \ - �> _ � TUNA CACTUS Agave weberi KEY MAP LOCATION �'' • ` '' y \ `>.i`�►`, ��� A ° c , \ WEBER'S AGAVE _ - --- r' �o. k, u + + ❑ _ Hesperaloe parviflora _ • \ - _ \ \ + ` r°°- \ \ r k4 y HESPERALOE (red/yellow yucca) ` - �� �� - _ ❑ w + C+ y_�; \ \1 °, Muhlenbergia Rigens r I O° • 2 A � CO � � , � � \...__<`�.�_..��� � ❑ • � � � �.. ��� � DEER GRASS + • �� �> O \ _\ -ter° ` ' °Q • ° / `.. .. DESERT MILKWEED ► \ ,` + ° I • / Asclepias subulato 3 cc-) 0 ° i O-� Q \\ \ • .._ I _ / GROUND COVERS BOTANICAL 100116111101 NNE • IL \\ c� r ❑ tb r � ° a • o / \\ \ Lantana spp. 'gold mound/'purple' ` �6' 0 0 �° \ ❑ �- / \ GOLD MOUND/PURPLE LANTANA • r'cp �� 0 �+ \ ,� a' , ` - ��/ Chrysactinia mexicano / l �� �° `r - ° + O / / DAMIANITA - - - O❑ •� Q o \ •� \ I •• ° '•\ -� ` \ + • ` Hymenoxys acaulis TRACT #://�RR1R • \+ ,� _ A A <; ._ +. V y, ANGELITA DAISY \ \ + � Tagetes lemmoni compocto' FOR SUBMITTAL ®+ _� r ❑ / / � � MT LEMMON MARIGOLD 100% BID SET lJ + _ • ° } + ❑ ® 0 a i1 � �-\> ;' a / k Chrysactinia mexicano AiCITY CAS/ DAMIANITA ❑ ° � Penstemon s 3/4/05 PENSTEMON 2 CITY COMMENTS 3/25/05 ° 0 cX ^) / + - ' / TOTAL MATER ALS 80TANCAL 100LOON NNE Q CtTY COMMENTS • i 0 X) \ \ SOD - -- --- �\ TIFF 315 (OVER-SEEDED) Q 4/22/OS • ~ ^ \ OX 4 CITY COMMENTS 4 NOT 314" ROCK MULCH 0 MOHAVE GOLD 5/10/05 • • �:���Xj -_ \Q SHOWN 2 MIN DEEP AT ALL SHRUB AREAS. v o •...\ ,--.. n....,f 'k"f O i / n n OWNER COMMENTS O 4 -6 0 DESERT GOLD AND DESIGN ----------- APACHE • ° ARROUNDBBOULDERS TO MATCH DEVELOPMENT f ❑ • V At \ / EXISTING PHASE 4. CONSTRUCTION DOCUMENTS GEO GRID FIRE ACCESS r -t � .� a � BID/PRICMIG F \ ;_ ° O SURFACE SELECT' GRANITE BOULDEiA� PCB r O SHEET 2 MATERIALS I COIIIl1110N NNE OTY USE ISSUE o r SOD DeCember 29, 2004 - - - ❑ ao , o� \ ° ° / 4 TIFF 315 (OVER—SEEDED) 10,735 s41t Q7 H �000 ° i}T Nor DECOMPOSED GRANITE ® SHRUB AREAS SHOWN LM DESERT GOLD 2 MIN DEEP ALONG SO=egft ' ALL SHRUB AREAS. a° f MS !�� ; ' � /� i o"' "S,i3•© � � 204139.01A i • ° ' These plans have been reviewed'by the Coachella Valey Water Distnd in accordance ❑ with Water Code Title 1. Division 1, Chapter3,Article 10.8, Section 65597et Seq. HARDSCAPE/ < i '• I ` o Requiring efficient landscape and krgabon design in cooperation with the local govemi g O O agency(City or County). LANDSCAPE ` ' \ ° 'Approval of this drawings by CVWD Staff does not constitute approval to encroach into < i j i district and USBR rights-of-way. Trees,plants, wals and permanent structures of any PLAN I / ^ kind may not be planted or installed lo C VWD and USBR easements of right-or-way N without first obtaining an encroachment permit from CVWD. I `J � stirr SUNSET WINTER ` Date: o log Zoe 40� Water Management Supervisor SUMMER i � 4M2 STIN SCALE 1"-20'-0" Devekmrnent Services Supervisor Z2 IRRIGATION EQUIPMENT LEGEND SYMBOL MAHiuF WATER METER, SIZE PER PLAN - EXISTING TO 1 ,_ �\ a REMAIN. VERIFY SERVICE, PRESSURE AND LOCATION i o IN FIELD. ELECTRIC SERVICE-PROVIDE BY OWNER. I \`l VERIFY SERVICE AND LOCATION IN FIELD. HAYWAR/ I VALVES DA ANDBASKET 80 MESH STRAINER MONE M�DEL CREEN�-EXISTING TH LTO j � OF O / � � C REMAIN. a gt'Otlpe T a WILKINS #510 PRESSURE REGULATOR (SPRING RANGE Landscape Archalechxe r II 75-125 PSI)--EXISTING TO REMAIN. MASTER CONTROL VALVE. RAIN BIRD MODEL EFB-CP Environmental Design L ® ELECTRIC REMOTE CONTROL VALVE. SIZE PER PLAN. ., 1 ° o EXISTING TO REMAIN. , DATA INDUSTRIAL MODEL HFS125 FLOW METER. SIZE PER PLAN EXISTING TO REMAIN. /�. NIBCO FBV-SERIES FULL-PORT BALL VALVE. SIZE PER MAINLINE SIZE, PER PLAN. EXISTING TO REMAIN. - j r /��� j �� l ( l RAIN BIRD 33D-LRC QUICK COUPLER. INSTALL ON MAINLINE PER PLAN. EXISTING TO REMAIN. j d o/ / // / ( / 8 RAIN BIRD MODEL EFB-CP ELECTRIC REMOTE CONTROL817 North Central Avenue 28-01 / �l VALVE. SIZE PER PLAN. EXISTING TO REMAIN. 1 D << (( I ��� / / NEW IRRIGATION MAINLINE. SCH. 40 1" THRU 1-1 2"; Phoenix,Arizona 85004 2 - 2 �, / h 602.462.9000 fax CLASS 315 PVC 2 OR LARGER. P i 1 D J U. Q °� `� ° i l _l I l o O CLASS 200 PVC LATERAL LINE (BURY 12" BELOW 602.462.9001 / d i 1-1/2" WATER METE ; / % - �� J l lI0 l 5� :C FINISH GRADE). EXISTING TO REMAIN EXCEPT WHERE H O U S T O N L ! FROM GOLF COURSE- 00�� / / -_� _ SHOWN. T Y N E R 0 PSI DOWNSTRE G \� l I l/ l Il / � CLASS 315 PVC MAINLINE, LATERAL LINE AND WIRE % FROM PRESSURE �' SLEEVES-BURY 24" BELOW FINISH EXISTING ROAD //� J ///� / ° _� SUB-GRADE. EXISTING TO REMAIN. Architecture Interior Design REGULATOR � �\� ° \ / / r / o / o � NOT SHOWN CONTROL AND COMMON WIRE #14 AWG-UF (DIRECT 9 -� J o / i / j BURIAL) SOLID COPPER WIRE (BURY WITH MAIN LINE) 1 444 W j �I/ UL APPROVED. EXISTING TO REMAIN. 3 VERIFY ELECTRIC SERVICE POC FOR IRRIGATION Bali Way NOTSHOWN CONTROLLER-INSTALL SERVICE PER ELECTRICAL Marina FAX 310 28 0 O L f� ° I ��� o - PLANS PROVIDED BY OWNER. EXISTING TO REMAIN. I / J Del Rey 827-5292 o �. C ° I / . l� f RAIN BIRD MODEL ESP-SAT SERIES IRRIGATION lif rni 31 . l O�! r-� / j l �- CONTROLLER IN HIGH TECH IRRIGATION STAINLESS Ca O a 0 NOTE: ALL 12-FOOT of "� °_ << STEEL CONTROLLER ENCLOSURE MODEL 90292 827-5009 �� � t_ / / / �_ / / HTI-ME-SS-LK-E32-SAT-PT-TS TOP MOUNT. � SPRINKLERS SHALL BE o ' �� � o t / / ( / ° ° ENCLOSURE PER IRRIG. PLAN. EXISTING TO REMAIN. (� INSTALLED A MINIMUM OF 18" � T � o� = J 0 FROM ALL CURBS, SIDEWALK �1� �' a ors �l, �� / j / o o { IRRIGATION HEAD LEGEND +-+ E AND HARDSCAPE. _ i o �l J / , PATTERN+ NOTE: INSTALL RAIN BIRD { ° � �� ° / !/� �/ �� ° ° P.J GPM "VAN" NOZZLES FOR ALL ° ® / i SYMBOL MANUFACTUFt AHD MODEL F H a T S C i-1 ODD-SHAPED PLANTING ° / _ 0 ° '� ° / ��a ° / / / o� { RAIN BIRD o , �o� o ° 1 B D 25 12 1.85 6 U SERIES c+"t I I �A� 1804-SAM-PRS-120 4"4 0 i AREAS /° % �� _ % ��, / / o ` 1-1/2" HATE METER TURF POP-UP NOTE 2,3,4 ° I° / ° j ° FRO GOL COURSE-- RAIN BIRD o ° ��/ 60 P DO NSTREAM 18 4- - RS-12H 25 12 1.85 1.2 U SERIES (� V L ° � � � ° . -� �.� � � � I j � o� Y �_o,; � 0 SAM P NOTE 2,3,4 I F�1 I FRO PRE SURE TURF POP-UP �i REG, LAT R RAIN BIRD 25 12 1.85 2.4 U SERIES P 1804-SAM-PRS-12F NOTE 2 3 4 °- % / l �� ' ° o TURF POP-UP , J I / � / / ° / � � , QQ I o ° j / / / / o o� l �` HUNTER 1-20-ADS-.5SR TURF ROTOR (18 ,0.5 GPM ® 50 PSI) �� I �p HUNTER 1-20-ADS-I.OSR TURF ROTOR(18', 1.0 GPM ® 50 PSI) l°I / 1 1 1" / O HUNTER 1-20-ADS-2.OSR TURF ROTOR(18', 2.0 GPM ® 50 PSI) O p� l /l L_ l / , _ IN PLANTING AREAS LESS THE 15 OR 10 THE CONTRACTOR - ® f o NOTE 1 P v ;' / _, , SHALL INSTALL CS SCREENS PER THE LEGEND THIS SHEET ° i 'moo ® 1 -1/ l ALL SPRINKLERS AND LATERAL PIPING SHOWN ON THESE 0 < �- / �j a o ® N �� PLANS ARE TO BE INSTALLED IN THIS PHASE OF WORK. 0 ° Z SHRUB AND TREE IRRIGATION DRIP SYSTEM LEGEND Cie j / ° L N - 1 ° PLI ° ° ,� I I /I C " D o o SYMBOL MANl1FACTIM AND MODEL � ) W v °p � 2 � 4 � o � R d � �_-�` I / -�� / � / ��o� / \ � -' � z � 1 �/'; RAIN BIRD TREE SYSTEM - 3/4" CL 200 PVC LATERAL ~ 120-VOLT �, ° , " ° �� 1 D 1 D 1 D 28 0 -' , o� � � � / ° �° �` -� � � � � Q � � � � SUPPLY BURY 12 BELOW FINISH GRADE. <11, Z POWER - o I I / / � � SHRUB SYSTEM - OWE < \0 1° o (� o d / � �, � � RAIN BIRDS UB S S EM 3/4 CL 200 PVC LATERAL j ELECTRICAL �o`o��� / I° I I /! ° ° 1 SUPPLY, BURY 12" BELOW FINISH GRADE. CONTRACTOR �o o `o o� o a 1 o T o RAIN BIRD PALM SYSTEM - 3/4" CL 200 PVC LATERAL KEY MAP LOCATION SUPPLY, BURY 12" BELOW FINISH GRADE. o o �- 2� NOTE:ALL ROTARY SPRINKLE L BE �— I x o�o ` - _ ._.... l o �o o INSTALLED A M IMUM OF A' RO ALL CURBS, RA NBIRD PESB SERIES 1 ELECTRIC REMOTE CONTROL aDEwALKs,AND HARD o VALVE INSTALL WITH MATCHING SIZE PLASTIC BALL VALVE ° RAINBIRD PESB SERIES 1 1 2" PLASTIC ELECTRIC REMOTE J - - _ a o I ! II / / ° OOTE: L 12-F� OT CONTROL VALVE INSTALL WITH MATCHING SIZE PLASTIC 1 BALL VALVE FROM 20 TO 50 GPM SIZE PER PLAN. ° - fPRINKL RS SH L BE EXISTING TO REMAIN. - r- ALL DAM IMUM OF 18" TL050MFV-1 NETAFIM AUTOMATIC FLUSH VALVE-INSTALL . FROM LL CU S SIDEWALKS „ , \ / - ® ON THE END OF ALL 3/4" LAT RA IN ° - � � o � -I __ �� 0 o A AR C� P / LATE RA LINES IN VALVE BOX � ° I � I 1„ 7 - �,, -- \ RAIN BIRD SHRUB EMITTER MODEL PFR FRA24 w ONE I I � f � � o 1 1/2 a� ° ° ° I I -���� p ' o NOT IN5T L RAIN BIRD "VAN" �yyN XB-10PC-1032 EMITTER (LOCATE ON HIGH SIDE) PER . SHRUB--TOTAL OF 1 GPH PER SHRUB PLA TING ALL ODD-SHAPED RAIN BIRD TREE EMITTER MODEL PFR FRA24 x THREE TRACT #:2HH�H AREAS NOT XB-20PC-1032 EMITTERS IN A TRIANGULAR PATTERN SHOWN AROUND TREE 2 ON HIGH SIDE PER TREE. TOTAL OF ( > FOR su�rrTA>L 6 GPH PER TREE. 1-1/2" o < SEE SENNINGER PRODUCTS, 3/4" PRESSURE REGULATOR, MODEL 1�� BID SET 2 14 I ) ) 28 11 I l _ /� VALVE PMR-LF 20PSI. PER FLOWS LESS THAN 7 GPM. MODEL 3/0V05 2 - ' 1 7 1" D ° w + o�o `, I o/ / ABLY PMR-MF 20 PSI. PER FLOWS 8 TO 20 GPM OR MODEL ! I ° 1 I I I I) ( f 1 PR-HF 20 PSI PER FLOWS 21 TO 32 GPM - - - - - 2 -1 _ ° IbI I \\ 1-1/2 RAIN BIRD WYE FILTER MODEL RBY075MPTX FILTER W 200 2 COMMENTS I \\� ` l SEE MESH SCREEN. PER FLOWS LESS THAN 9 GPM. MODEL - - --- O I�I , ° # VALVE RBY100MPTX FILTER PER FLOWS 10 TO 18 GPM. AG 3/2'� 1-1/2 `."',� 1 ASSEMBLY PRODUCTS MODEL 4EH-1!i?. -B-150 FILTER PER FLOWS 19 CITY 1 COMMENTS 2 1 ° 1 I 'I --- �� TO 55 GPM. 4/22/05 ALL DRIP IRRIGATION WORK TO BE PERFORMED IS ® CITY COMMENTS NOTE 1 ----- 1 INDICATED BY NOTES ON THE PLANS. -- 5/10 III �� '� ° 1" _ _ NOTES: _ OWNER CCOMM�rs 1 0 % a I \ = 4-VOLT WIRING SHALL BE # 4 UFUL DIRECT-BURIAL, SOLIDDESIIGN '�L_ - r 1.) ALL 2 1 L, DEVELOPMENT t I = "��- � COPPER. � o � I I I ° 120-VOLT POWkIR BY 2.) ALL PIPE AND WIRING UNDER PAVED SURFACES SHALL BE INCONSTRUCTION ELECTRICAL CONNN�RACTOR CLASS 200 PVC SLEEVES, WHETHER OR NOT SHOWN. - DOCUMENTS �� _ ( I �o 3.) LOCATE VALVE BOXES IN PLANTER AREAS WHEREVER POSSIBLE BID/PRICMVG F _ °� i I . a 30 �. 0 (NOT T I N TURF). PACKAGE � I _ 1 a , ( _ 1" - _' ' I 1 1 1 I - I ° '. 4. N H A P R VI TH R CONSTRUCTION D N 1 b I �o / o ) CO TRACTOR 5 LL 0 DE EE #33K QUICK-COUPLER KEYS/ = ISSUE EV � ° R 0 14 -1 '� W/HOSE SWIVELS. I 1 8 1 5.) VALVE KEY: CONTROLLER LETTER December 29� 2W4 o \ 8 -- -- — CONTROLLER STATION NUMBER L �� i ° 1„ D III � � --- I �o � a � ,� GALLONS PER 1 1/2 WATER METER o I ° MINUTE, OR L ,..� �-- �o I � �'��� - - � j a ° ° � � � LETTER � FROM GOLF COURSE - � � ,��� � � � � --J - —_._- �_ --� � � �� ° � a a a � -12 � � � (HEDGE), - --- 60 PSI DOWNSTREAM , cii ' I 1" D '� I 0 1" D VALVE SIZE T, S, PA(PALM), O(POT), � MS FROM PRESSURE o ° - \ \1 _ r� ° a d (ANNUALS) - --- ----- --- - REGULATOR ' - - _ a a Z a a ; 5. 13 1 _- o � 2041`i9.01A These plans have been reviewed`by the Coachela Valley Water District in accordance ° a o f with Water Code Title 7. Division 1, Chapter3,Article 10.8, Section 65597 et Seq. IRRIGA-nON \ Requiring efficient landscape and irr►gation design in cooperation with the local govemrg 1-1 2 0 �yoT�AL�ROTARY srwNla�s swat BE � � agency(City or County). PLAN -'INSTALLED A MINIMUM OF 4'FROM AL�URBS; i \ o _f 1 O \ SIDEWALKS,AND HARDSCAPE._% �', I ° .�' Approval of this drawings by CVWD Staff does fib COfIStifUte approval t0 encroach Tito t \ \\ / ° 44 district and USBR rights-of--way. Trees,plants, wals and permanent structums of any �\ G A ^ kind may not be planted or instated in C VWD and USBR easements of fight-or-ymy I \� G without first obtaining an encroachment permit from CVWD. SUNSET WINTER SIJN \ _� � �.► 0 10' 20' 40' Date: Water Managerrierd Supervisor IR581 \ y SI,M SCALE 1"-20'-0" Development Services Supervisor -14' =it D ' b . 1 D 2{ { a \ IRRIGATION EQUIPMENT LEGEND 1 \ C { c as 1 1/2" � SYMBOL MIAMJFA { / WATER METER, SIZE PER PLAN - EXISTING TO CITE: L 12-FOOT �/� REMAIN. VERIFY SERVICE, PRESSURE AND LOCATION 1 \ S INKLE SHALL BE IN FIELD. ELECTRIC SERVICE-PROVIDE BY OWNER. /2" -� { _� �° ° {{ \ �� r o %pINS ALLED MINIMUM OF VERIFY SERVICE AND LOCATION IN FIELD. V L ° IN, - "�- -�= °\° 18" OM AL CURBS, HAYWARD BASKET STRAINER MODEL #72 WITH BALL �M ALL o � # R SIDL �iwDSCA . ° ° v o o� � � ° \ \ �- \�,rJ1 "V ��/ o��o--�'� ° °A° SIDtPE S, A ,D VALVES AND 80 MESH MONEL SCREEN—EXISTINGTO o °°a ° REMAIN. \ .� I ° \ = a ,9� HAR . ° �D , �/� � �, '� \ ° �\ Z X �''�� °A KIN 1 PRESSURE REGULATOR PRIM RAN a �' roupo \ �y { \ rJ ° WIL S #5 0 ES E (SPRING GE NOTE: I TALL IN BIRD VAN Landscape ArchikKiure 75-125 PSI --EXISTING TO REMAIN. P \ / �10ZZLES FR LL�131D-SHAPED Environmental Design ti o MASTER CONTROL VALVE. RAIN BIRD MODEL EFB-CP l { � � o ° NTIN9,A AS ° `� �{° �A X®—'1 o ® ELECTRIC REMOTE CONTROL VALVE. SIZE PER PLAN. ° { \ ' b EXISTING TO REMAIN. DATA INDUSTRIAL MODEL HFS125 FLOW METER. SIZE o c PER PLAN EXISTING TO REMAIN. NIBCO FBV—SERIES FULL—PORT BALL VALVE. SIZE --- - PER MAINLINE SIZE, PER PLAN. EXISTING TO REMAIN. - - -{ ° �� RAIN BIRD 33D—LRC QUICK COUPLER. INSTALL ON MAINLINE PER PLAN. EXISTING TO REMAIN. RAIN BIRD MODEL EFB-CP ELECTRIC REMOTE CONTROL VALVE. SIZE PER PLAN. EXISTING TO REMAIN. 817 North Central Avenue NEW IRRIGATION MAINLINE. SCH. 40 1" THRU 1-1/2"; Phoenix,Arizona85004 �` V' � \/ V A \ ✓ o \ ph 602.462.9000 fax ° ° E CLASS 315 PVC 2 OR LARGER. \ -� �� � v� /' \ �'' � � � �° A�;\ � \ �� �o ,- � �•� �° , `�, 602.462.9001 I c� � a CLASS 200 PVC LATERAL LINE (BURY 12' BELOW o ° - c = ° A ° \ ® - \ \ \ \ A � \ o �\ FINISH GRADE). EXISTING TO REMAIN EXCEPT WHERE �, � � � � o H O U S T O N �;, SHOWN. T Y N E R I 1 � ��� \ p ° �`. CLASS 315 PVC MAINLINE, LATERAL LINE AND WIRE 0 1O v \ 28-16 Y a " :AURODH�o sHAl1BE / \ \ o% \\ \ / ° ° �� SLEEVES-BURY 24" BELOW FINISH EXISTING ROAD 3 ill �' �° INS UM OF 4'FROM ALL CURgg� 9 SIDE Architecture - a \ x p SUB-GRADE. EXISTING TO REMAIN. i ° 1 1/2° ° 4 �� \ CONTROL AND COMMON WIRE 14 AWG-UF DIRECT Interior Design L ° 1/2" NOTSHOWN # 9 1 \ \ \ \ i ° \ \, BURIAL) SOLID COPPER WIRE (BURY WITH MAIN LINE)o _ \ \ \ _ _1/2 ° ° o UL APPROVED. EXISTING TO REMAIN. 1 3444 L_ k l ° VERIFY ELECTRIC SERVICE POC FOR IRRIGATION Bali Way v � \ \ � \ \� \ \V ° \ ° 2-1�2„ `'\ NOTSHOWN CONTROLLER-INSTALL SERVICE PER ELECTRICAL Manna FAX 310 °\ \ \ ;n', AV� ° \ PLANS PROVIDED BY OWNER. EXISTING TO REMAIN. Del Re 827-5292 ° - o a VA ° \ ��'"�\ o °" o`!' 12 WN BIRD MODEL ESP-SAT SERIES IRRIGATION y - F G OURSE-- Cal�forn�a 310 \ V 1 4ER METER RAIN - ° ° A FROM OLtC TROLLER IN HIGH TECH IRRIGATION STAIN \ - °\ ° \\ \� °\ \ �� \ \ CON LESS ( 60 P42DOWNTREAM STEEL CONTROLLER ENCLOSURE MODEL 90292 827-5009 HTI-ME-SS-LK-E32-SAT-PT-TS TOP MOUNT. FROM ORESSUkE ENCLOSURE PER IRRIG. PLAN. EXISTING TO REMAIN. -, o ° ° V \ REGU LAOR CI� IRRIGATION HEAD LEGEND +r ° vGPM 4� 1, SL SYMBOL MANLIFACTl1RER AND MODEL F H O T S i1 RAIN BIRD • �. C \V \ 25 12 1.85 6 U SERIES 2 - 2 ° `,° �' \ �\ \ \ �� �? -\\ �� \ �A r� ° �t 1804-SAM-PRS-12Q NOT ,4 •.-1 TURF POP-UP E 2,3 RAIN BIRD 25 12 1.85 U SERIES �� ��°\ 1$04-SAM-PRS-12H 1.2 C� U � o , / A \ V \ ° ° , r �( � \\ ° A \ \ A �� A TURF POP-UP NOTE 2,3,4 2 \ \ RAIN BIRD 25 12 1.85 2.4 ° J' \ ;_ / \ \ \ \19 i \ ° U SERIES \ \ ° 0000\\ '``,t 1804-SAM-PRS-12F \ / o O F 2 - a \ �� \ \ v _�\ Y�� �� ® O ° ° \ TURF POP-UP NOTE 2,3,4 ° '/ " ° \ \ \ j % \ ��\ � � �� `V ° A ® HUNTER 1-20-ADS-.5SR TURF ROTOR (18',0.5 GPM ® 50 PSI)rA < ti � , � \ .` HUNTER 1-20-ADS-I.OSR TURF ROTOR(18', 1.0 GPM ® 50 PSI) � �„J Z /2" ° q�� �o �° \ ` `\ ���° HUNTER 1-20-ADS-2.OSR TURF ROTOR(18', 2.0 GPM ® 50 PSI) p� �'� \ ° ° \ IN PLANTING AREAS LESS THE 15' OR 10' THE CONTRACTOR r �° A \° �° �� A ° NOTE 1 Z ° \ \ V�� \ �� �� A V� 0 \ SHALL INSTALL PCS SCREENS PER THE LEGEND THIS SHEET F- ° ° V � �� ���\ 0 ��. ��2 ALL SPRINKLERS AND LATERAL PIPING SHOWN ON THESE < �� \ �\ PLANS ARE TO BE INSTALLED IN THIS PHASE OF WORK. Z SHRUB AND TREE IRRIGATION DRIP SYSTEM LEGEND of SYMBOL MANUFACTt�i AND MODEL j W �! 1-1/2" V �°V �o \ RAIN BIRD TREE SYSTEM - 3/4" CL 200 PVC LATERAL �� SUPPLY BURY 12" BELOW FINISH GRADE. Z , A° _ RAIN BIRD SHRUB SYSTEM - 3/4" CL 200 PVC LATERAL t SUPPLY BURY 12' BELOW FINISH GRADE. \ �,, ° - 4" C PVC LATERAL LOCATION RAIN BIRD SYSTEM L 200�\ � D PALM SYS M 3/ KEY__A tV\° A ° SUPPLY, BURY 12 BELOW FINISH GRADE. � ; i ti 1-1/2" WATER METER �� \° � \ (L � .�X � ,�A � ��� \ V A ° � �� / / � ° �� �; - V�° RAINBIRD PESB SERIES 1" ELECTRIC REMOTE CONTROL - FROM GOLF COURSE-- VALVE INSTALL WITH MATCHING SIZE PLASTIC BALL VALVE 60 PSI DOWNSTREAM d \ �\ % V °` � '� \ ( o� ° RAINBIRD PESB SERIES 1 1 2" PLASTIC ELECTRIC REMOTE / I FROM PRESSURE ° �� ° % \ � '�-%� o��°� ��\�` \ \ ° �° �\ i CONTROL VALVE INSTALL WITH MATCHING SIZE PLASTIC - / 4 REGULATOR 29 °� � , ° - , A � �\ \o,� A\ \ ® ° V �° / i '�� °� BALL VALVE FROM 20 TO 50 GPM, SIZE PER PLAN. �� ° ��° i \ �� EXISTING TO REMAIN. tl X120-VOLT POWER BY v � , , \ ��� �°A �� �� �� � v a �� o` TL050MFV-1 NETAFIM AUTOMATIC FLUSH VALVE-INSTALL I ° \ �� ° \ + ` ° ° X, ® ON THE END OF ALL 3/4" LATERAL LINES IN VALVE BOX. ELECTRICAL CONTRACTORv, \ � � \ � \\ a o 1-1/2 �., ° \° \ -O �� �/' � - ` \ �, � / , RAIN BIRD SHRUB EMITTER MODEL# PFR/FRA24 w/ ONE V �/ / NOT � ° ° � \ SHOWN XB-10PC-1032 EMITTER (LOCATE ON HIGH SIDE) PER - nERSS \ \ a o / �� �� SHRUB--TOTAL OF 1 GPH PER SHRUB _ NSlALLED A NIMUM F*FROM ggq���L NOTE: ALL 12-FOOT ° ° 0 { \ \ \ � j' A �° �° a o RAIN BIRD TREE EMITTER MODEL# PFR/FRA24 x/ THREE SPRINKLERS SHALL BE �� \ \ �D 6, - o��� \ '� ° NOT XB-20PC-1032 EMITTERS IN A TRIANGULAR PATTERN TRACT *28818 �� \ � I a ° ° O - AROUND TREE 2 ON HIGH SIDE PER TREE. TOTAL OF SHOWN INSTALLED A MINIMUM OF 18 0� \ �. / \ a /� ( ) FOR SUBMITTAL \ \ \ A \ ° ° AO. 6 GPH PER TREE. �0096 BID SET FROM ALL CURBS, SIDEWALKS, ° a O o� 0 \ \� �� \ \ A �\ \ 000�/, \ " I AND HARDSCAPE. \ \ \ \ ° a ° °\ a oO- _ SEIE SENNINGER PRODUCTS, 3/4 PRESSURE REGULATOR, MODEL ° ° �\ / \ V{ °VA \\\� V A a a ° �� - VALVE PMR-LF 20PSI. PER FLOWS LESS THAN 7 GPM. MODEL 3/01/05 �, - ` \ \ \° \ a ° ASS�LY PMR-MF 20 PSI. PER FLOWS 8 TO 20 GPM OR MODEL 1 CITY COMMENTS/ NOTE: INSTALL RAIN BIRD 'VAN � \° � 0 A -- \ ��\�\ \ \ \ \\ 1 - D a a �\ �\T-�` � / 1 D / PR-HF 20 PSI PER FLOWS 21 TO 32 GPM i NOZZLES FOR ALL ODD-SHAPED V �� \ } ° A`V\ A \ \ i 1 D 3/4/05 " ' \ \ - - RAIN BIRD WYE FILTER MODEL RBY075MPTX FILTER W 200 � PLANTING AREAS �, ° ,_-� �� �� � � \ � � � \ \ 2 CITY COMMENTS � V ° � NOTE: ALL rMrSPILINKEALL�E °\ �� ° A \ a 1�� D SEE MESH SCREEN. PER FLOWS LESS THAN 9 GPM. MODEL \ / F \ a a RBY100MPTX FILTER PER FLOWS 10 TO 18 GPM. AG M5 ° ° ,A � � INSTALLED A M IMUM OF A'F ALL CURBS,' � � / VALVE ���W SIDEWALKS,AN6,HARDSCAPE. ° V °V 3 C� COMMENTS ' \° \° ✓ ( \ ASSEMBLY PRODUCTS MODEL 4EH-1 in -6-150 FILTER PER FLOWS 19 a/2,, o / _ 1" 6 / TO 55 GPM. 4/22/05 d NOTEt ALL DRIP IRRIGATION WORK TO BE PERFORMED IS 4 CITY COMMENTS INDICATED BY NOTES ON THE PLANS. � 5/10/05 o A } 1" 5 NOTES: OWNER COMMENTS 16 \ V�� 1.) ALL 24-VOLT WIRING SHALL BE #14 UFUL DIRECT-BURIAL, SOLID DESIGN -� \ A i / COPPER. DEVELOPMENT ° D \ 2.) ALL PIPE AND WIRING UNDER PAVED SURFACES SHALL BE IN CONSTRUCTION • DOCUMENTS a� � - ° � ,� �" � / �� CLASS 200 PVC SLEEVES, WHETHER OR NOT SHOWN. _ 3.) LOCATE VALVE BOXES IN PLANTER AREAS WHEREVER POSSIBLE BID%PPJCING f \° - (NOT IN TURF). PACKAGE b \ /� CONTRACTOR __ __ ON RACTOR HALL PROVIDE THREE K �UICK-COUPLER KEYS O � \° 4.) C T S E ,�33 TiON CONSTRUC �� ° ,, �� °� ,� ° �' S. - ------ -- - -- v W/HOSE SWIVEL ISSUE \°° ���, \ i=`� ' �r ( �° - 4 Q� 5.) VALVE KEY: CONTROLLER LETTER December 29 '2� GALLONS PER --- ---- \ CONTROLLER TATION NUMBER 2 -1 / MINUTE, OR °\ 2 �° �_, _ 5 LETTER LM \° ° 1' D O ° \ 1 - (HEDGE), — - - ---- -- O 5 VALVE SIZE T, S, PA{�14LM.) 0(POT), —Ms — -- — 1" D �� % A(ANNUALS)____ A°° CG '� i' °— 5,i3•� 2041139JDlA These plans have been reviewed*by the Coachela Valley Water District in accordance with Water Code Title 7. Division 1, Chapter 3,Article 10.8, Section(i5597 et Seq. IRRIGATION Requiring efficient landscape and irrigation design to cooperation w1h the local govemng agency(City or County). PLAN ° ./ *Approval of this drawings by CVWD Staff does not constitute approval to encroach lino district and USBR rights-of-way. Trees,plants, wats and permanent structures of any kind may not be d or instated in C VWD and USBR easementsf 21 N 15 N without first obtaining an encroachment permit from CVWD. o right-or-way Tray 22-10 SUNSFr( wLN rF.x \ $ / I '%� ,� o� � 1„ 5 , fir✓ Date: ,, \ ,/ 0 107 water Management s�ervsor IR502 SUMMER SCALE: 1"-29-0" SI Develooment Services Supervisor NOTE: CREATE GENTLE SWALE DEPRESSION. DO NOT FORM RAISED BASIN. DO NOT a TREES ARE NOT TO BE STAKED. BURY TO OF ROOTBALL. SHOULD THE CONTRACTOR 15 �� �- 2U ROOT BALL �.�� � `J�f REQUIRE STAKING IN ORDER TO LANDSCAPE GROUND COVER. REFER TO PLANS FOR TYPE. MAINTAIN WARRANTY HE SHALL NOTIFY THE LANDSCAPE ® BACKFILL TO BE NATIVE SITE SOIL ONLY. ° 6 ����� �� 5 PIT WIDTH 3X DIA. OF ROOTBALL. PIT DEPTH EQUAL TO ROOTBALL. INSURE . �� 6 _ � ARCHITECT AND CITY OF PALM a rOU DESERT FOR DISCUSSION. SCARIFIED SIDES. 9 p y � , 14 14 � - o��o Q '�o� HOSE RING -� aoDo ooa �° Landscape Architecture o © PRUNE TREE CANOPY PER SPECIFICATIONS. NOTE: NOT PRUNING UNTIL Environmental Design TREE IS ESTABLISHED AND GROWING. 1 - 18 IRRIGATION DETAILS s 7 7 c=� � IRRIGATION EMITTER QUANTITY AND LOCATION PER 7 7 ® NOT USED. cUSED. — , 3 3 7 3 OO NOT MAX. SLOPE CIE NOT USED. � , - t 10 c 4 D4 — t' -= ' 3 _ rlMEbr 11 NOT USED. - E{ ;i iz, '� ,I 12 NOT USED. I# — i- 817 N rth C ' 1 f " 1 w . __- T1T = 5 x o entro ue I : 5 ; _ 16 ' �� _� ._J Aver . ,( - {ii. _: 1 I. ;;i = 16 i� jib 4 13 NOT USED. Phoenix,Arizona 85004 m h 602.462.9000 fox 3 x dia. � 16 � - fit-H-1111,�?�'' 2 14 REMOVE ALL OVERBURDEN. p 3 x dia. 15 G � � TREE PLANTING ON SLOPE 16 NURSERY STAKE TO BE REMOVED. 602.462.9001 AL AND 24 BOX TREES 36 BOX TREES + LARGER � UNDISTURBED NATIVE SOIL. H 0 U S T 0 N T Y N E R Architecture 1 TREE PLANTING AND STAKING No . SCALE Interior Design AO IRRIGATION EMITTER. QUANTITY AND LOCATION PER IRRIGATION o 0 13444 o o Bali Way PLANS. �1 SOD a o o> po �, ELEC. CONDUITS. PER CIVIL PLANS. Marina FAX 310 BUILD GRADE DOWN HILL TO © 3 HIGH WATER RETENTION BASIN. FORM FROM PLANT PIT o o 4 � o a EXCAVATION. O2 TOPSOIL o o � � 00 � �� � GAS LINE Del Rey 827-5292 . 1 CREATE GENTLE SWALE o4 ©O 0`�do o f 0 o Cali orn{o 310 { DEPRESSION WITH RAISED BASIN © BACKFILL. REF SPEC. BACKFILL MIX FOR DESERT SHRUBS AND SCARIFY SUBGRADE AND BLEND o�P o0 0 BACK OF CURB. PER CIVIL PLANS. 90292 827-5009 s 2 TO CONTAIN GROUNDCOVERS TO BE NATIVE�SITE SOIL ONLY. TOPSOIL o wD O o 4 PAVING. PER CIVIL PLANS. N IRRIGATION WATER � FIR HY RANT. PER CIVIL PLANS. C� aa$. E D 3 �2 LIGHTLY DUST DECOMPOSED GRANITE OVER ROOTBALL. 1 ©O i.+ ��. -�, �:�� �� o o © EXISTING IRRIGATION MAIN LINE PLANTING SOIL MIXTURE (REFER �' �' � o Q o (POSSIBLE LOCATIONS-VERIFY © FIELD) '� a� 2 ° TO SOIL SPECIFICATIONS) ' ' o�oODO TREE ROOTBALL. O Q 3 TURF�SHRUB PLANTING AREA. �= ® PLACE IRRIGATION EMITTER ON 2 1 moo y.{ 1 .7 6 { t6,t UPHILL SIDE F . 0 ELECTRIC UTILITY TRENCH. � �i i; ,!' 4 0 PLANT 4 q 10 TELEPHONE AND TV LINES �"'� t� 4{' DO NOT BURY TOP OF ROOTBALLF v 6 . o NOTE � o D *CONTRACTOR SHALL VERIFY ALL CJ�6 6 PIT WIDTH: 2X THE SIZE OF UNDERGROUND UTILITIES. HAND DIG MAY CONTAINER PIT DEPTH: TO EQUAL ;� `� _ ,� = i -LIr, ,' o�P 7 ROOTBALL SLOPE NOT TO EXCEED 1'r,= '' ,, == .I. m ` _ D BE REQUIRED. #. w.• _.- 3: 1 0 LIGHTLY DUST DECOMPOSED GRANITE OVER ROOTBALL _ - (�I) -y TI s E *CONTRACTOR IS RESPONSIBLE TO NOTIFY (2 CREATE GENTLE DEPRESSION DO NOT FORM RAISED BASIN { ' _imi 'UNDERGROUND SERVICE ALERT' ' BACKFILL. REF SPEC. BACKFILL UNDISTURBED NATIVE SOIL. Ali . s _ff I� = J Z 3 DO NOT BURY TOP OF ROOTBALL. TOP OF ROOT CROWN SHALL BE © ��{� c�l� .:= �' _ I� 1111�-��ji (1800-227-2600) 48 HOURS PRIOR TO V O MIX FOR DESERT SHRUBS AND O � r ' ANY DIG TO LOCATE UNDERGROUND o� FINAL GRADE. " ,.�, i�'� � ��� _ GROUNDCOVERS TO BE NATIVE UTILITIES. ° SITE SOIL ONLY. ® PLANTING SOIL MIXTURE (REFER TO SOIL SPECIFICATIONS) * Z CONTRACTOR SHALL REPAIR ALL DAMAGE 0 O PIT WIDTH: 3xO OF CONTAINER PIT DEPTH: TO EQUAL ROOTBALL. (TOP 2 DONE TO ANY UNDERGROUND UTILITIES. 0 Z OF ROOT CROWN @ FINAL GRADE). 7 8 5 �-- R3 © UNDISTURBED NATIVE SOIL. 6 4 Q .2 3 V Uj PLANTING ON SLOPE NO SCALE 3 SHRUB/GROUNDCOVER PLANTING NO SCALE _ _ LAWN SECTION NO SCALE � Q ON TRA C TOR TO RIFY © FIELD 4. 44. ,k ti 4•. 9 b 12 1 DOMESTIC WATER MAIN PER • CIVIL PLANS CONTRACTOR TO w VERIFY © FIELD0: � DOMESTIC WATER PER CIVIL a 2 6 PLANS HEIGHT NOTED ON PLANS REFERS TO 3 SEWER PER CIVIL PLANS (BASE OF LOWEST FROND CONTRACTOR TO TO TOP OF AIR ROOTS) = 4 VERIFY @ FIELD 1 O 2 10 CE R —BALL D 1 CON TRA C TOR II 3 6 5 a ;.z•7 G. i am T® FIEELI DY 4 TRACT #:28818 .._ �� ,5 � ., r 2 CONTRACTOR TO h V �,' \ FOR SUBMR'TAL U. � r VERIFY 0 FIELD 10096 BID SET �, �I 3 i ciC 1 coM c� _ $ TREE PLANTING AND UNDERGROUND UTILITIES NO SCALE ------- �4 +� a _j CITY COMMENTS / '& hI - -"' r 7 3 i �iX o . . � ��` �r �� 3/25/OS rx i _ � ®--- 4/2M - CRY COMMENTS j7. 7 1 WASHINGTONIAS: SMOOTH CUT TRUNKS TO _- OWNER COMMENTS �� a;�,;r� ;I it ,� r _ g CROWN SHAFT DACTILIFERAS: DIAMOND CUT snoro5 TRUNKS h\ 9 O2 PLANT AT THE SAME LEVEL AS PALM WAS O DES DEVELOPMENT GROWING, 0 FINAL GRADE TO BE DUSTED LIGHTLY WITH -------- 3 2" LAYER OF DECOMPOSED GRANITE/SOD, DoNTs _CONSTMICTION FACE OF BUILDING, WALL OR FENCE. DECOMPOSED GRANITE. D0 ® SET IRRIGATION ON TOP OF ROOTBALL, BACKFILL WITH NATIVE SOIL ONLY. O PACKAGE �2 REMOVE NURSERY STAKE 0 BACKFILL MIX WITH NATIVE SOIL & SAND, ALL — PACKAGE UNDISTURBED NATIVE SOIL. I O3 ESPALIATE ON TO SUPPORT. WATER JET BACKFILL TO ELIMINATE AIR POCKET O ISSl1E__ _ � ® REMOVE ANY EXCESS TRASH CONCRETE AT DURINGPLANTING. WATER FILL HOLE PRIOR TO December 29, m PLANTING HOLE CREATE SWALE DEPRESSION 6 SETTING PALM, �/ -- -�----- — AWAY FROM FOOTING OF STRUCTURE REMOVE ALL OVERBURDEN, �.vs• FINISH GRADE NOT USEDD, � Ms ® HOLE TO BE 2X ROOTBALL WIDTH. _ -� © PIT TO BE 3 TIMES THE DIAMETER OF BALL ORGANIC TWINE BY NURSERY TO REMAIN, a PLANTING SOIL MIXTURE (REFER TO SOIL 1 o PALM TRUNK TO BE PLUMB (VERTICAL). These plans have been reviewed'by the Coachela Valey water Distract in accordance S P E C I FI C A TI 0 N S) 11 UNDISTURBED NATIVE SOIL, with Water Code Title 7. Division 1, Chapter 3,Article 10.8, Section 65597 et Seq. LANDSCAPE Requiring efficient landscape and irrigation design n cooperation mM the bcal goveming DETAILS ® SET ROOTBALL NEXT TO FOOTING 12 CROWN SHAFT. agency(City or County). UNDISTURBED NATIVE SOIL 'Approval of this drawings by CVWD Staff does not constitute approval to encroach bHo Z district and USBR rights-of-way. Trees,plants, wals and permanent structures of any g kind may not be planted or installed in C VWD and USBR easements of right-or-way without first obtaining an encroachment permit from CVWD. 5 VINE DETAIL NO SCALE 6 PALM PLANTING NO SCALE 7CACTUS PLANTING NO SCALE Date: water mm*9~ S14mV1Sm L681 Develop W Services supervisor O J �O A ✓ T/ � p 1 c, QTREE TRUNK / 1 7 (2 TREE EMITTER PER ° 1 2 LEGEND - INSTALL AT ° 06 3 3 ° 0 2 O EDGE OF ROOTBALL. 0 0 4 ° ° MINIMUM 3 PER TREE-- 2 °° ON HIGH ELEVATION SIDE ' ° ° 3 OF TREE THREAD INTO -� �, _I � I - ► ► _ 8 ®° � a groups 12" I - \/\�/�./\ i =1 I I=1 I I= = I= ° p 5 TOP OF 1 /4" �° o FINISH GRADE ( I- /\\\/ �\ \\\ =III=III=� =III=�I ° ° °° THICK-WALL POLY RISER. rj ° Landscape Architecture °�0 ° Environmental Design 3 1 \///�\//\ ��\ �_) I=1 1= I=1 - ° $ 2 4 DECOMPOSED GRANITE 2 � 2 IN GROUNDCOVER, 1 - \ \ ( �'�/ '�//%i%% _) I I=III=�I - 1=1 I I =1 11= 6 ° oo° ® PFR/FRA24 RAIN BIRD t ° 4 IN TURF AREAS. - \ \ \ \ \ _ _ 5 3 INSTALL FLUSH VALVE \\//\\//\\ \\ -I - ° ° 0 °°� ° / / ° Oo°� , 1 1 2" IPT X 1 4" POLY ' - I I- \\/\\/\ \ 4 =1 I I=� �_� � I �_� _� ( �__-= 7 ° , ° RISER - III - - ° 6 4 ROUND VALVE B 0 X W/ - %//\//\//\i -III-111-1 1-11 I- I III-III- PLAN VIEW „ OoOD 90° ° o� LOCKING COVER MARKED I I -I I ( %\\%\\%\\i SECTION 6 O PVC DEEP LATERAL FOR 00 III / / / i C9 9 5 BY HEAT BRANDING 2 - \/\\/\\ ° ° III_ i/ \ NOTE © NATURAL EARTH 7 HIGH LETTERING FV & _ 2 EMITTERS ON HIGH ° = m CONTROLLER SYSTEM % / / � �7 EMITTER SPACING PER 5 ELEVATION SIDE 817 North Central Avenue =1 I I = I I- ��\/ / TREE SIZE Phoenix,Arizona 8soo4 . I I=1 I ROOTBALL _ g (=1 I I I I III= fax ® TL050MFV-1 NETAFIM SECTION 6 Ph o2.462.9001 III=1 I III-I , AUTOMATIC FLUSH VALVE O XB-10PC-1032 EMITTER PER TREE AND PALM DRIP DETAIL p i PVC UNION - SIZE PER VALVE SIZE =III I III= O3/4" DRIP SUPPLY SHRUB; 3 XB-20PC- 1032 FINISH GRADE 2" IN „ H o u S T o N / PIPING 6 MIN. PEA GRAVEL i O2 PRESSURE REGULATOR SENNINGER - EMITTERS PER TREE � s GROUNDCOVER, 1 IN TURF s PVC LATERAL 1 T Y N E R PRODUCTS SIZE PER LEGEND �I • , ° ° ° I i I- 6" MIN. PEA GRAVEL INSTALL EMITTER 1 " ABOVE 3 AREAS. 2 DRIP REMOTE CONTROL VALVE PER �° ° °cH ' PVC SCH. 80 NIPPLE 3 INSTALL AIR VACUUM RELIEF OO PVC TEE T X T Architecture LEGEND =) I � � ° � ° ° ° o°� 6 � GRADE AND DECOMPOSED � ( ) ' H. NIPPLE I I Quo° ° ° °O • ° ® PVC SCH. 40 ADAPTER GRANITE NOTE: 4 SC 80 LE - ° 0 8° ° �° ° 7 NOTE VALVE IN ROUND VALVE BOX BY 4 Interior Design ° > NOTE: @ NATURAL EARTH 1 . ALL PVC THREADED BROOKS, CARBON OR EQUAL. W/ q. ALL THREADS TO BE 13444 0 DRIP FILTER SIZE PER LEGEND IIII o° ° °�°°° oo °O °OQ °CO 1 . ALL PVC THREADED 4 ROOTBALL CONNECTIONS TO BE LOCKING COVER MARKED BY WRAPPED WITH TEFLON TAPE Bali Way ! © BALL VALVE, SIZE PER VALVE SIZE 8 CONNECTIONS TO BE O COATED WITH RECTOR HEAT BRANDING 2" HIGH OR EQUAL. I i= - - Marina FAX 310 PFR/FRA24 RISER i 1== ( III=I IRRIGATION MAINLINE COATED WITH RECTOR SEAL T-PLUS TWO OR LETTERING AIR B. WHERE MORE THAN ONE - x - Del Rey 827-5292 i ® PVC CLASS 200 LATERAL LINE SECTION ASS Y -' I- I I- California 310 SEAL T-PLUS TWO OR © PVC SCHEDULE 40 EQUAL ® AIR VACUUM RELIEF VALVE. HIGH POINT EXISTS IN THE _)�(:� � EQUAL TEE OR ELL (S X T) INSTALL AT HIGHEST POINT OF FIELD INSTALL MULTIPLE AIR -1 I (_ =I I I I-I 1 90292 827-5009 s SYSTEM VACUUM RELIEF VALVE.C. VALVE BOXES SHALL BE (f� DRIP VALVE ASSEMBLY A AUTOMATIC FLUSH VALVE B EMITTER DETAIL C TAN IN D.C., GREEN IN TURF. =III- III= •• ''� i III=, ° _ I I .}.a , I o 0 o ° o ° ° 5 ,�,,, . 1 FINISH GRADE ° °° 0 Cr Q °Q 00 W Q y 0 SECTION O �' O 2 IN GROUNDCOVER, 1 IN TURF AREAS. 00, 0 0 a 0 ° 00 ° 6 �,� � o INSTALL PRESSURE REGULATOR IN ROUND VALVE BOX ° x ° ° ° ° ° 4.04 �+-� ' WITH LOCKING COVER MARKED BY HEAT BRANDING 2" �9`e °0 00 0 °� a 1 OSHRUB TRUNK/ ROOTBALL OFINI5H ORADF HIGH LETTERING "PR" NOTES '� `� 3 1 02" IN OROUNDGOYER, ® PVC NIPPLE LENGTH AS REQUIRED ..� U L 08HRUB EMITTER PER 5 B ALL THREADS TO AIR VACUUM RELIEF VALVE H 2 LEGEND - INSTALL AT PRESSURE REGULATOR .� 2 I IN TURI- AREAS BE WRAPPED WITH � t EDGE OF ROOTBALL. 1 PER © 6" MIN. PEA GRAVEL TEFLON TAPE OR ' 4 3 � INSTALL DISK FILTER IN O PVC LATERAL EQUAL. _ SHRUB-- ON HIGH 13"X 18" VALVE BOX L I I=1 I I I III I I. I I�I i 1 ELEVATION SIDE OF SHRUB; 4 W/ LOCKING COVER ® PVC FEMALE ADAPTER (ONE REQ. EACH SIDE) 5 THREAD INTO TOP OF 1 /4 =I I= =III-II THICK-WALL POLY RISER. 5 MARKED BY HEAT ' J z 6 COVER WITH MULCH - F _ - BRANDING 2 HIGH 1 v O -11 E 11 1=I I I=I I I=1 I I- I 1= LETTERING "F" _ _ =1 I I=i I FLO I I=I 1= 2 Z -11 =1 I I,;,III,;,I I-_ -I , -III= OO DECOMPOSED GRANITE, PER I I=III �- I I 1=�, DISK FILTER PER 1 PLANTING PLAN _ _ - i SECTION ®PER/FRA24 RAIN BIRD - - _ = LEGEND INSTALL AT 3 O t ey _ _ _ ANGLE FOR EASY 4 1 /2" IPT X 1 /4" POLY i I I= I=) I CLEANING. Fro z '� RISER (-III I I I= Q PVC UNION. - - --(::5 ce ce 4 �12 DEEP LATERAL FOR -III III_ - - - ° PVC o ° °4 ° ©6" MIN. PEA GRAVEL I=III Flow =III- v ° 2 O s NATURAL EARTH �° ° 6 7 =III=II II- z O0 � ° ° Q Q °O G� PVC LATERAL _ _ - CTION O o° w ° � _III-III I I -► °� ` 3 O° °Q 0 ° o ° g o 0 ° 0� ° 7 ®PVC FEMALE ADAPTER I I=III=) I I=I I= 8 (ONE REQ. EACH SIDE)NOTES: UQ� ° s° ° _ ° �° 0 o0 5 PLACE EMITTER ON - i °�°4 $ HIGH ELEV. SIDE II - ° o ° d° ° �- �� Q ° 6 ° �°�°°°°°0,C61 !=1 I °° °°� °o ° 8° ° 0 0 0 °°0 0 ° ° NOTES I I Oo °Q ° a ° 7 0 1 . ALL BE PLAN VIEW SECTION WRAPPED WIADSTH TEFOLON °�� °°00 °Co ° CO ° ° ° 8 , TAPE OR EQUAL. 2" SHRUB / VINE DRIP DETAIL E DISK FILTER F PRESSURE REGULATOR-DRIP G TRACT #:28818 FOR S rTAL 1800 PCS SCREEN PERFORMANCE - MPR NOZZLES 100% BID SET ! PGS-OIO PCS-020 PCS-OSO PGS-040 MS-060 PCS-OWO PGS-125 PGS-1't5 P05-260 MS-no f� 1'\ 3 COMMENTS/ GPM: .I .s .5 .4 .6 a 1.25 1.R5 2.6 51 1800 PCS SCREEN PERFORMANCE - U-SERIES AND VAN NOZZLESClTY M'/H (L/S) 0,020,00 0105(0.01) 007(0102) OA9(Op5) 0,14(Op4) 0,20(0,06) 0,2&(0,015) 0,40(0,11) 0,"(0116) 0,&4(0,25) COLOR: PURPLE BROWN 51LVER ORANGE BLACK MTE GREEN YELLOW BLUE RED PC5-010 PCS-020 PCS-050 PC5-040 PCS-060 PCS-0C10 PCS-125 PCS-1-15 PCS-260 PC5-SRO f� 1 DISTANCE FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS FEET h1FTER5 GPM: .I .2 5 .4 .6 .9 1.25 I.R5 2.6 31 � �4� L M/H (L/S) Opt(00) 0;05(Opt) OpR(0,02) OPR(0,05) 0,14(0,04) 0,20(0,06) 012&(0,06) 0,40(O,10 0,5A(0116) OA4(0,25) 2 COY COMMENTS 50 5 1,5 6 1,8 ; 5T 5' 1,5 6' 1,8 COLOR: PURPLE BROWIJ 91LVER ORANGE BI.AGK N&NTE GREEN YELLOW BLUE RED 5H 4' 1,2 5' 1,5 DISTANCE FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS F=I METERS FEET METERS FEET METERS F1EET METERS FEET METERS r\ 3/25� i 5F 5' 1,5 8' 2,4 U-120 2 0,6 7 2,1 12 3,7 14 4,3 _-_ �_'". CfTY COMMENTS SQ 4' 1,2 8' (2,4 9' 2'7 10' 3,1 v, U-12H 3 0,9 4' 1,2 7' 2,1 11 3,4 12' 3,7 �A� 4/22/'a5 ST 6' 1,8 7' 2,1 8' 2,4 9 2,7 U-12F 3' 019 6' 1 8 8' 2,4 9' 2,7 11' 3,4 12' 3,7 14' 4,3 //�} CITY COMMENTS BH 5' 1,5 7' 2,1 8' 2,4 10 3,1 11' 3,4 uWi U-150 2' 0,6 6' t,8 it' 3,4 15' 4,6 16' $,9 SF 4' 1,2 3' 0,9 8' 2,4 10' 3,1 11' 3,4 U-i5H 2 0,6 3 0,9 5' 1,5 9' 2,7 12' 3,7 15 4,6 5ftp/� 1 100 2' 0,6 6' 1,8 8' 2,4 10' 3,1 U-15F 4' 1,2 6' 1,8 7' 2,1 10' 3,1 13' 4,0 15' 4,6 10T 4' L!,!)_ 9' 2,7 10' 3,1 11' 3 4 4 90' i 0,3 3 0,9 4 1.2 6 1.8 9 2.7 10 3,1 11 3,4 11 3,4 12 3,7 L OWN COMMENTS i 10H 3' 0 9 6 1,8 8' 2,4 10 3,1 12 3,7 180' 1 0,3 2 0,6 3 0,9 4 1,2 6 1,8 7 2,1 8 2,4 9 2,7 10 3,1 O - - i 10F 1' (0,3 4' (1,2) 8' (2.4) 10' (3 11) 12' (3,7) 270' 11 0,3 2 016 4 1,2 6 is 7 2,1 8 2,4 9 2,7 9 2,7 DEVELOPMENT 120 3' 0,9 8' 2,4 11' 3,4 12' 3,7 f 12T 2' (0,6) 6' (I'S) 10' (3 11 11' (3,4) 12' (3,7)_ 6 0' i 0, 1,8 2,4 9 ,i 10 ,1 11 3,4 11 3,4 CONSTAucTioN 12H 4' (1,2) 6' 0.8 10' (3,1) 12' (3.7) 14' 4,3 1 4 1,2 1, i ,1 1 ,1 11 ,4 11 ,4 12TT 2' 0,6 4' (11.2 6' 118 9' 2,7 12'____ 3,7 15' 4 6 2 0' 1, 8 2,4 2, ,7 • _ Nr5 i 12TO 2' 016 3 0,9 6' t 8 8 2,4 10 3,1 72 3,7 3 ' 0. 0, 1 0, 0, 6 1, 2,1 8 2,4 9 2,7 2, O � . 12F 2 0,6 5 1,5 7 2,1 8 2,4 12 3,7 13 4,0 8 90 1 0,3 3 0,9 8 214 12 ,7 14 4,3 14 4,3 15 4,6 1 (4.6) PACKAGE 150 3 0,9 5 1,5 9 2,7 12 3,7 15 4,6 8180' 0.5 0,2 2 0,6 4 1,2 8 2,4 10 3,1 11 3,4 12 3,7 13 4,0 _ 15T 5' 1,5 7' 2,1 12' 3,7 14' 4,3 15' 4,6 8270' 0.5 0,2 3 0,9 5 1,5 8 2,4 10 3,1 11 3,4 ii 3,4 O CONSTRL)CTiON t; 15H 3' (0,9) 4' (1,2) 7 (2,1) 11' 3,4) is, 4,6 17' 5,2) 8 330 0.5 0,2 3 0,9 5 1,5 8 2,4 9 2,7 10 3,1 11 3,4 15TT 1' 0,3 2 0,6 4 (1,2 8' 2,4 10' 3,1 13' 4,0 15' 4,6 10 90' 3 0,9 5 1,5 10 3,1 11 3,4 12 3,7 13 4,0 14 4,3 14 4,3 --- ------ ---- - ISSM 15TO 6' 1,8 8' 2,4 14' 4,3 15' 4,6 10(180' 1' (0,3) 5' (1,5) 7' 2,1) 10' 3,1) 12' (3,7) 13' (4,0) 14 (4,3) 15F 4' 1,2 6' 1,8 10' 3,1 12' 3,7 15' 4,6 < 10 270' 1 0,3 4 1,2 6 1,8 9 2,7 10 3,1 12 3,7 13 4,0 1 DeC bW 29, 2W4 160-SLA t' 0,3 2' 0,6 e' 2,4 11' 3,4 18' 4,9 18' S,5 10 330' 0.5 0,2 i' 0,3 4 1,2 6 1,8 S. 2,4 10 3,1 12' 3,7 13' 4,0 (fJ• --- --- ---" - L 16H-SLA 0.5 0,2 1 0,3 4 1,2 9 2,7 12 3,7 16, 4,9 20 6,1 12 90' 3' 0,9 S. 2,4 10' 3,1 12' 3,7 16F-SLA 0.5' (0,2) 2' (0,6) 3' 0 9 6' 1,8 12' (3,7) 16' (4,9) 19' (5,S) 12 180' 1' 0,3 2' 0,6 5' 15 8' 2,4 12' 3,7 AM �. LM L 220-SS 2' 0,6 7' 2,1 12' 3,7 20' 6,1 22' 6,7 12 270' 0.5' 0,2 i' 0,3 3' 0,9 6' 1,8 8' 2,4 12' 3,7 V - ------------ 22H-SS 2' (0.6) 4' 1,2 8' 2,4 14' 43 22 6,7 25 7,7 12 330' i 0,3 3 0,9 5 1,5 7 2,1 12 3,7 14 4,3 1 22F-SS 2 0,6 5' 1,5 7 2,1 18 5,5 22 6,7 24 7,3 15 90' 2' 0,6 5' 1,5 11' 3,4 15' 4,6 MS t 50-B 2 0,6 4 1,2 5 1,5 15180' 1' 0,3 3' 0,9 6' 1,8 9' 2,7 12' 3,7 15' 4,6 ---. SH-e i 0,3 2 0,6 5 1,5 15 270' 6' 1,8 8' 2,4 15' 4,6 16' 4,9 �9�� i m 5F-B 1 0,3 2 0,6 3 0,9 5 1,5 15 330' 8 2,4 i2 3,7 14 4,3 15 4,6 ' m 5CST-B i 0,3 3 0,9 5 1,5 18 90• 0.5 0,2 2 0,6 6 1,8 12 3,7 17 5,2 18 5,5 20 6,1 21 6,4 15SQ 4 x4 1,2x1,2 7 x_ 2 1x2,1 11 x11 (3,4x3,4 15 x15 4,6x4,6 16 x16 4,9x4,9 18 180' 1 0,3 3 0,9 5 1,5 9 2,7 16 4,9 18 5,5 19 5,8 i a 9SST 9 x9 2,7x2,7 9 x11 2,7x2,7 9 xt3 2,7x4,3 9 04 2,7x4,3 18 270' 0.5 0,2 1 0,3 31 0,9 5 1,5 11 3,4 15 4,6) 18 5,5 These plans have been reviewed*by the Coachefa Vafey Water District in accordance F 15SST 4 x6 1,2xi,8 4 x12 1,2x3,7 4 x75 1,2x4,6 4 x17 1,2x5,2 4 x18 1,2x5,5 18 330 0.5 0,2 1 0,3 3 0,9 4 1,2 9 2,7 12 3,7 15 4,6 with Water Code Title 7, Division 1, Chapter 3,Arffccle 10.8, Section 65597 et Seq. IRRIGA 1 ION 1555T 4 x5 1,2x3,1 4 x10 1,2x3,t 4'xt5' 1 2x4 6 4 x16 1,2x4,9 BOLD TYPE INDICATES RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHEIVE CATALOG PERFORMANCE AT 30 PSI. NOTE: SCREENS WERE TESTED AT 50 PSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. 4 xt2 1,2x4,6 4 x15 1,2x4,6 4 x21 1,2x6,4 Requiring efficient landscape and irrigation design in cooperation watt the bcal goveaft I DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. ity County). DETAILS , BOLD TYPE INDICATES RECOMMENDED NOZZLE/SCREEN COMBINATION TO ACHEIVE CATALOG PERFORMANCE AT 30 PSI. NOTE: SCREENS WERE TESTED AT 50 PSI FOR 10 MINUTES PRIOR TO TAKING DISTANCE MEASUREMENTS. agency C' or Coun • t DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. `Approval of this drawings by CVWD Staff does not constitute approval to encroach i1tto , t district and USBR rights-of-way. Trees,plants, waft and permanent structures of any kind may not be planted or instated in C VWD and USBR easements of fight-or-way without first obtaining an encroachment permt film CVWD. i ' I PGS LEO ND Date: Water Managertwd supervisor L602 DeveloomeM Services Supervisor FINISH GRADE 36" CONTROLLER ENCLOSURE SINGLE OR NOTE: VALVE BOXES TO FINISH GRADE OO 1 " IN TURF AREAS 2" IN DOUBLE WIDE BE TAN IN D.G., GREEN FINISH GRADE 2O 1 " IN TURF AREAS 2" IN GROUND COVER _ a IS 1 6" CONCRETE PAD WITH MANUF. IN TURF. ,� GROUNDCOVER AREAS 2 1 IN TURF AREAS 2 IN 1 2 3 3CONTROLLER INSTALLED IN 2 3 SUPPLIED MOUNTING BASE• 4 X24 X2 HEAVY DUTY STAINLESS _O � CONCRETE STEPPING PAD 2 GROUNDCOVER AREAS � RECTANGULAR PLASTIC VALVE BOX W/ 9 STEEL CONTROLLER CENTERED ON CONCRETE ENCLOSURE. 1 2 3 RECTANGULAR PLASTIC 4 1 /2"X15 1 /2" LOCKING ENCLOSURE ASSEMBLED BY _ POUR IN PLACE MEDIUM BROOM FINISH VALVE BOX BROOKS 4 HIGH TECH IRRIGATION WITH -I 3 ® SIDEWALK OR CURB, PER PLAN AMETEK OR EQUAL W/ COVER W/ HEAT _ _ 4 LOCKING COVER MARKED BY �= BRANDED 2" LETTERS a groups FOLLOWING OPTIONS: 4 Landscape Architeckwe CONTROLLER a. ON/OFF SWITCH/ SEE NOTES N m ( ELECTRICAL METER PEDESTAL WHERE HEAT BRANDING 2 HIGH =III=I MASTER VALVE OCCURS PER PLAN. I I—III Environmentol Design RECEPTACLE GROUNDED I= LETTERING "BASKET - ® EXTENSION 1 110V OUTLET 6" 24" 6" NOTES: = I=I I I= STRAINER" -I I=1 5 5 s I I I I-I � � - _ . 6 . WIRE CONNECTORS PER :5D b. WALL MOUNT CONTROLLER 1 . SEE PLAN FOR EXACT QUANTITY OF -I I 6 ( 1 Ed I ® EXTENSION AS REQUIRED J I I=I 6 NOTES V P = _ 2 c. REWIRED TERMINAL STEPPING PADS _ I ( (—) I-I I I— O ELECTRIC VALE PER ` STRIP PLAN VIEW- =III= III-I BASKET STRAINER PER -I=III- 7 LEGEND � q 2. OMIT STEPPING PAD(S) WHEN N , _) ( (= 12 = d. 5 YEAR WARRANTEE e. SINGLE WIDE ADJACENT TO SIDEWALK -III-I 5 =I LEGEND I—I ( PVC MAINLINE PER LEGEND � . PRE-WIRED RADIO I—III III— © PVC MAINLINE PER LEGEND I i- ® PVC MALE ADAPTER g 8� C REMOTE PLUG III= III „ _ 5 -8 I-I I 1— 4 PVC NIPPLE WITH FEMALE COMMON WIRE EXPANSION 817 North Central Avenue �° o p° � s � ®WALL MOUNT CONTROLLER l 11= ADAPTER, 2 REQ. ° ° CURL phoenix,Arizona 85004 8 PER LEGEND. INSTALL PER 24� 6" 6" 1--5" 6" 6" 24" 1 ® PVC BALL VALVES 2 rpCID °o CONTROL WIRE EXPANSIONph 602.462.9000 fax MANUF.INSTRUCTION ° REQUIRED 2�� CURL 602.462.9001 ANCHOR BOLTS PER MANUF. _ — I 2 4 0 0 10 g g 11 6 MIN. PEA GRAVEL H 0 u s T 0 N / O PEA GRAVEL DRAIN SUMP 11 SPECS. ALIGN I 12 SCH. 80 BRASS NIPPLE T Y N E R ©2 IRRIGATION CONTROL = 3 SECTION FROM BACKFLOW TO 6 WIRE, CONDUIT AND CONTROL - Z 8� °� G NOTES WIRE MASTER VALVE. Architecture 4 � NOTE: 1 . ALL PVC PIPE THREADS TO BE COATED W/ 9 �� Interior Design 7 OGROUND ROD PER MANUF. = p ,� SPEC. 2 7 ALL THREADED RECTOR SEAL T-PLUS TWO OR EQUAL. 13444 ®3/4 120 VOLT CONDUIT 30" MIN CONNECTIONS TO BE NOTE: VALVE BOXES TO Boll Way - WRAPPED WITH TEFLON 2. EXPANSION CURL WRAP WIRE AROUND 1 /2 BE TAN IN D.G., GREEN Marina FAX 310 AND WIRE SEE NOTES 5EE NOTES �t 9 8 TAPE OR EQUAL. DIA. PIPE 15 TIMES. IN TURF. Del Re 827-5292 ! ELEVATION O2" CAPPED CONDUIT FOR PLAN VIEW- 3. BUNDLE AND TAPE WIRE PER NOTES y SECTION California 310 FUTURE USE DOUBLE WIDE 90292 827-5009 c CONTROLLER ENCLOSURE A CONTROLLER PAD FB BASKET STRAINER C MASTER CONTROL VALVE D � FINISH GRADE FINISH GRADE + s FINISH GRADE 2 FINISH GRADE 7� J , o O2 1 IN TURF AREAS 2 IN GROUND COVER AREAS O2 2 IN GROUNDCOVER, 1 IN TURF AREAS. O 1 IN TURF AREAS 2 IN GROUND COVER AREAS 2 !) �+ ROUND PLASTIC VALVE BOX. BROOKS, AMETEK OR EQUAL WITH O 1 IN TURF AREAS 2 IN GROUNDCOVER AREAS JUMBO PLASTIC VALVE BOX W/ 2'-6" EXTENTION AND >> � PVC SCH 80 90 DEG. ELL • ri Q 0 INSTALL PRESSURE REGULATOR IN ROUND VALVE BOX WITH LOCKING LOCKING COVER. BY AMTEK OR EQUAL COVER MARKED BY HEAT BRANDING 2" HIGH LETTERING "PR" 4 LOCKING COVER MARKED G.V.EXTENSION 4 RECTANGULAR PLASTIC VALVE BOX - BROOKS AMETEK OR ® EXTENSION ® PVC NIPPLE LENGTH AS REQUIRED ?" E (� O 5 24 INCH UPSTREAM MIN. LENGTH5O FULL-PORT BALL VALVE PER LEGEND EQUAL W/ LOCKING COVER MARKED BY HEAT BRANDING 2" HIGH � .--i E (10 X SENSOR SIZE PIPE DIAMETER) PRESSURE REGULATOR © PVC MALE ADAPTER TWO (2) REQUIRED LETTERING W/ CONTROLLER STA. NUMBER U © 12 INCH DOWNSTREAM MIN. LENGTH (5 X SENSOR SIZE PIPE DIAMETER) © PVC UNION. NOTE. VALVE BOXES TO FULL-PORT-BALL VALVE PVC MAINLINE PER LEGEND BE TAN IN D.G., GREEN © PVC SCH. 80 3" NIPPLE 12 CONTROL WIRE W/ EXPANSION 0 PVC MAINLINE PER LEGEND (SIZE PER PLAN) � 6" MIN. PEA GRAVEL ® 6" MIN. PEA GRAVEL IN TURF. CURL (INSTALL WIRE PER ® FLOW SENSOR ASSEMBLY PER LEGEND PIPE SAME SIZE AS FLOW ® PVC LATERAL O WIRE CONNECTORS PER LOCAL CODE-- BUNDLE AND SENSOR (6" MIN. PEA GRAVEL O PVC FEMALE ADAPTER (ONE REQ. EACH SIDE) 1 2 3 ® ELECTRIC VALVE PER LEGEND TAPE PER NOTES) D Di 2 DRAIN SUMP 4 PVC LATERAL LINE PER LEGEND 13 6" MIN. PEA GRAVEL ' J Z 3 10 WIRES FROM FLOW 1 2 10 PVC MALE ADAPTER � v O OSENSOR TO NOTE: VALVE BOXES TO = — _ — 11 COMMON WIRE WITH EXPANSION CURL PVC MAINLINE (PER LEGEND) _ 0 4 3 BE TAN IN D.G., GREEN - —I— I —I i AND FITTINGS Z _ CONTROLLER PER I=I I Ed i —IIEl I� I MANUFACTURE'S 5 IN TURF. =iII=III; Z III=1 11= 1 2 5 ` 5 6 SPEC. WIRE = l=l 11=1 -I 11=1 I 4 z —III—� CONNECTIONS PER — — `p I I=) I I, - I I=III= NOTE: VALVE BOXES TO o< =III=1 I NOTE: -, 6 Q BE TAN IN D.G., GREEN W � 24 12 NOTES =� I I;III i -°��� I I I �- 1 . ALL THREADED 6 IN TURF. v 4 —I 6 CONNECTIONS TO BE 3 7 Q 7 WRAPPED W/ TEFLON TAPE Z � FLOW OR EQUAL � 8 NOTE: VALVE BOXES 0 BE TAN IN D.G., GREEN �l 2" To TURF. o ° `- NOTE: °0 0 1 . ALL PVC PIPE THREADS CONTROLLER 0 ,00 0 0 0 0 ° ° 7 �p 0 9 TO BE COATED W/ Z z c� 8 °� 4 �� � 00° �j° 10 "RECTOR SEAL" T-PLUS O �o °� ° ° °o ° °�°° c � 8 OqoC�� 8 1 1 TWO OR EQUAL. 8' g °a$ °° o ° °° 0 °°° ° 4� 2. EXPANSION CURL WRAP 1/211 30" MIN SECTION 2" SECTION 2 30" MIN SECTION 14 13 12 WIRE AROUND 1 /2 DIA. g 8 7 SECTION PIPE 15 TIMES. -� FLOW SENSOR ASSEMBLY I Ej PRESSURE REGULATOR F BALL VALVE G REMOTE CONTROL VALVE H TRACT #.28818 T FINISH GRADE 1 /2" IN TURF AREA 1 18" TURF AT EDGE OF FOR SUBMITTAL INSTALL QUICK COUPLER IN ROUND "WALL 18 SHRUB 10096 BID SET PLASTIC VALVE BOX BROOKS, 3/0M . � 1 2 3 4 SETBACK 18" SETBACK n CARSON OR EQUAL WITH LOCKING COVER MARKED BY HEAT AT STREET CURB, �1 cmr COMMENTS/ � 3/4/� BRANDING 2" HIGH LETTERING W SIDEWALK AN n " / PAVEMENT. FOUR TO SIX /2` cmr tears_ �/2 "QUICK COUPLER" (INSTALL IN FEET AWAY FROM -A 3/25/05 -) I I=I III=III GROUNDCOVER AREA WHENEVER ° STREET CURB AND ALL _= �COMMENTS___ POSSIBLE) o HARDSCAPE AREAS FOR 4/22/05 CITY COMMENTS I I-III =1 i I=1 __- �I III III=1 I ( ® FINISH GRADE 1 " IN GROUND — _=�i 5 ROTORS. l 4 _ _ _ _ � � 5/10/05 COVER AREAS 2 POP-UP HEAD PER 5 OWNER COMMENTS I�I I III °� f I I�III= =III=I LEGEND --- —) I ONE (1 ) CU. FT. OF PEA GRAVEL I—� I III— 6 DESIGN FINISH GRADE O DEVELOPMENT III 5 AT BASE OF VALVE BOX, TURF = 4 1 " IN TURF AREAS, 2" IN cc*&"n ucTm - _ • (I �° ° ° ° ° AREAS ONLY SECTION 7 GROUND COVER ___ _°���_—__ ° ° ° BID/PRICING =I I `� 6 O REQUIRED LENGTH AS �% g PVC NIPPLE SCH 80 O PACKAGE �o°°� ° �° 8 �° ° °db° PVC MAINLINE LENGTH AS REQ. (2" O IISSM CONI RucnoN II (��[yp�^�J'J��(�) �,f(y'�O�J�(�p� MIN) - I- ° ° 00 7 ® PVC ELL (TXT) © PVC ELL (T X T) December 29, 2W4 BRASS ELLS TWO (2) REQUIRED MARLEX STREET ELL Clu �M 1_110 BRASS 80 10" NIPPLE $ _ ,0- _ 8 ANTI DRAIN VALVE PER 5 11 PVC MAINLINE FITTING 7 LEGEND (PROVIDE ANTI- V40 MS — 9 11 1O DRAIN VALVE ON HEADS 11 9 10 12 30" LONG #4 REBAR W/ 2 HEAVY WITHOUT FACTORY ANTIT_ - DUTY GALVANIZED STEEL a 12 DRAIN VALVES 1 These plans have been reviewed'by the Coachella Va/ey Water District in accordance /� PUNCH-LOK FASTNERS *PROVIDE PURPLE CAPS FOR ALL PVC NIPPLE LENGTH AS with Water Code Title 7. Division 1, Chapter 3,Aftle 10.8, Section 65b97et seq. IRRIGATION HEADS 0 N RECLAIMED SYSTEMS REQUIRED Requiring efficient landscape and imgatan design n cooperation wdh the bcal govemig DETAILS agency(City or County). NOTES 10 PVC LATERAL LINE PER pprvval to encroach into NOTE: VALVE BOXES TO *ALL PVC THREADED `Approval of this drawings by CVWDStaffdoesnotconstkutea SECTION 1 . ALL THREADS SHALL BE LEGEND district and USBR rights-of-way. Trees,plants, w els and permanent structures of any s BE TAN IN D.G., GREEN WRAPPED WITH TEFLON TAPE OR CONNECTIONS TO BE COATED 11 PVC LATERAL LINE kind may not be planted orinsta/edinCVWD and USBR easements ofright-or-way IN TURF. EQUAL. WITH RECTOR SEAL T-PLUS TWO FITTING without first obtaining an encroachment pem4 from CVWD. b OR EQUAL Date: Water Management Supervisor L6 .3 QUICK COUPLER I I POP-UP HEAD J Development service's Supervisor DIVISION 1 - GENERAL SPECIFICATIONS 1.8 CONTRACTOR'S DUTIES D. Walls - Stone, Shotcrete and Block Construction: 5. Submit for items specifically mentioned in Specifications and as PART 2 PRODUCTS SECTION 01500 A. Comply with latest adopted edition of governing building code Walls are integral elements of the site and are constructed in direct requested or required for progress of Work, even though such 1.2 INSPECTION AND TESTS CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS and other codes, ordinances, rules, regulations, orders and other association with surrounding grade, setback and visibility shop drawings may not require the Owner review. A. When tests indicate noncompliance, pay cost of subsequent 1.1 GENERAL SECTION 01010 legal requirements of public authorities, which bear on requirements. Therefor, wall alignments, elevations and exposures 6. Prepare required additional sets for subcontractors, re-testing until compliance is established. A. Comply with codes and regulations regarding potable drinking I SUMMARY OF WORK performance of the Work. Nothing in Drawings or Specifications may vary from those shown on drawings. Field staking and review manufacturers, fabricators, installers, and contractor's job B. Pay inspection fees imposed by governing agencies. water, sanitation, dust control, fire protection, maintenance of I shall be construed to permit work not conforming to applicable prior to construction are intended to identify changes that may personnel as required. Show distribution on transmittal forms. C. Pay cost of supplemental tests not specified in Contract traffic, and other temporary controls. PART 1 GENERAL laws, ordinances, rules, and regulations. In case of conflicts impact labor, equipment and material requirements prior to start of B. Manufacturer Literature: Documents only when supplemental tests indicate noncompliance B. Remove temporary facilities, toilets, storage sheds and other I 1.1 Work covered by contract documents between code requirements, the most restrictive shall apply, work. However, additional minor wall height adjustments may be 1. Submit sets of manufacturer cut sheets of components required Pay cost of subsequent re-testing until compliance is established. construction items of temporary nature from the site as soon as, in 0 A. Project: 'Marriott's Shadow Ridge', Palm Desert, CA. except that where requirements of these Specifications exceed anticipated during the construction process to fine-tune the for installation for approval by Owner per approved construction D. Pay costs associated with tests, inspections and observations opinion of Owner, progress of work will permit. Restore areas of e Q rou code requirements the Specifications shall govern. functional or aesthetic aspects of the walls. Perform these changes schedule. Submit items at one time in a 3- rim binder. due to the following: site occupied b temporary facilities to original, proposed, or `� . B. Base Bid. Include labor, material, equipment, services and P 9 9 P Y P rY Landscape ArrhitechxE I B. Attend pre-scheduled on-site job conference meetings and/or in a timely manner as work is being performed to minimize impact 2. Submit literature bound in binder with cover or cover sheet 1. Re-testing due to failure of initial samples. condition acceptable to Owner. Environmental transportation necessary for the construction of the Project. Design 1.02 CONTRACTOR USE OF SITE such special meetings as may be required by Owner. to labor. indicating project name, Contractor name, address, phone number, 2. Unapproved changes in sources, lots, or suppliers of materials C. Obtain written approval from Utility Company and Owner a h. C. Promptly submit written notice to Owner's Representative of E. Planting: and contact person. after original tests. minimum of 72 hours prior to disconnection or interruption of -� ``, .2 A. Limit use of site to allow Owner occupancy and work by others. -''_�' - , - any observed variance in Contract Documents from legal Landscape requirements for this project are unique and site 3. Provide index sheet for each set of materials cut sheets outlining 3. Changes in methods or materials of construction that require utilities or services. B. Owner Operations: requirements. Appropriate Modifications to Contract Documents specific. Substantial variation in plant densities, species and item, manufacturer, and model number in order of cut sheets. testing, inspection or other related services in excess of that 1.2 TEMPORARY ELECTRICITY - - G 1. At no time during work shall equipment, materials or other items will be issued by Owner's Representative to make necessary location can occur as a result of subtle changes in adjacent grade, 4. Circle specific model or item to be approved for cut sheets required by original design. A. Provide temporary power for testing and operation of irrigation ___ b be placed at locations that would impede or impair access to or changes. Assume responsibility for Work known to be contrary to tree locations or size and character of a particular tree selection. which feature more than one model or item. X-out non-applicable 4. Failure to properly notify Owner Representative or Governing and lighting systems through generator(s)as required. _ _ from present facilities for residents, visitors, employees delivery, or such requirements. To afford Owner the ability to effectively integrate these elements, items. No substitutions will be allowed unless specific equipment Agency at critical stages of construction. 1.3 TEMPORARY LIGHTING -; N\_ , -�_ .rn emergency personnel. D. Enforce strict discipline and good order and be responsible for several selection, layout and review procedures have been or products become unavailable and prior approval received from 5. Requesting inspection of work not ready. A. Should temporary lighting be required, provide lighting for 1 2. Cooperate with Owner in providing traffic control and actions of employees, subcontractors and suppliers. implemented to allow planting adjustments in the field without Owner Representative. 1.3 TOLERANCE construction operations to achieve a minimum lighting level of 2 ��== I sequencing of construction in order to minimize inconvenience to E. Prior to bidding, visit site to become familiar with existing substantially altering labor, material and scheduling requirements. 5. Where specifications require work to be finished, installed or A. Tolerances not specifically identified shall meet written footcandles/sq. ft. Comply with governing agency code for 817 North Central Avenue conditions and requirements of Work. These planting procedures will, require completion of various tasks performed in accordance with specific product Manufacturer's standards and recognized commercial tolerances established and temporary power and hours of construction activity. Phoenix,Arizona 85004 Owner. q P 9 P q P P P P 9 P rY P tY ph 602.462.9000 foot C. Construction Operations: Limited to areas noted on Drawings, F. Examine site and compare with Contract Documents and satisfy prior to initiation of the next planting segment. Plants must be instructions, circle and include copies within binder. required for specific materials or product to complete the work. B. Provide branch wiring from temporary power source to � P 9 9001 462. including storage of materials and equipment. Coordinate storage oneself as to conditions under which work is to be performed staked or spotted in the field for Owner review prior to planting so 6. Incomplete submittals will be rejected. If submittal is not 1.4 EXAMINATION OF CONDITIONS distribution boxes with lighting conductors, pigtails, lamps and 602. . before entering into Contract. No allowance will subsequently be that composition of each area can be adjusted and refined. Review approved upon first review, Owner shall review the submittal two A. Prior to installing any portion of work, examine site and verify appurtenances. and staging locations with Owner prior to mobilization. made on behalf of Contractor due to error, negligence or failure to and field interaction process is addressed in more detail in the additional times maximum. If submittal is not approved after three site conditions are acceptable and works specified elsewhere has C. Maintain lighting and provide routine repairs. T Y N E R 1.2 PERMITS, FEES AND NOTICES P PP P P 9 9 P acquaint himself with site conditions. Notify Owner immediately if Landscape Specifications. General planting adjustments in specific reviews, Contractor will be billed hourly for each subsequent been completed to an appropriate stage. 1.4 TELEPHONE SERVICE b A. Plan check fees will be paid by Owner. discrepancies are found. areas will be made, as planting progresses. Irrigation valve review. B. Materials or products requiring installation under supervision or A. Telephone service will not be provided by Owner. Contractor's B. Secure and pay for necessary permits, governmental fees, G. Examine site and verify conditions are acceptable to begin work location adjustments may be necessary (prior to installation)as a C. Samples: inspection of manufacturers representative shall be examined Superintendent shall be available by mobile telephone at all times Architecture licenses and inspections for proper execution and completion of for each Section. Verify that work specified elsewhere has been result of relocating plant materials and/or landscape zones. 1. Submit samples of materials in quantities and sizes as required and/or tested and approved in writing by such representative prior during business hours. Interior Design work. Verify if Owner will reimburse contractor at cost for required completed to an appropriate stage to begin work. This includes but END OF SECTION 01010 by the Specifications. Submittals required other than for selection to and after installation of Work. 1.5 TEMPORARY WATER SERVICE 13444 fees. not limited to lines, grades and surfaces prepared by others. Notify of color, texture or finish shall be given to Owner Representative at C. Notify Owner immediately in writing of any irregularities or A. Provide, maintain and pay for suitable quality water service Bali Way I C. Comply with and give notices required b laws, ordinances, Owner in writing of any irregularities or unacceptable conditions. a time determined by Contractor, which will allow for resubmittal unacceptable conditions. required for continued operations. Verify necessary point of P Y 9• q Y Marina FAX 310 rules, regulations and lawful orders of public authority. Start of work indicates Contractor's acceptance of site conditions. and which will not cause a delay in the Work. D. Start of work constitutes Contractor acceptance of site connection and connection requirements with utility supplier and g P y 2. Upon review b Owner, a Notice of Sample Approval will be conditions. Owner. Del Rey 827-5292 D. Make certain Contract Documents are in accordance with H. Throughout the job provide for general safety of public, P Y P PP California 310 applicable laws, statutes, building codes and regulations. If contractors, sub-trades and Owner's representative, and take returned along with comments. B. Extend branch piping throughout site to provide outlets for s pp g g whatever means necessary to provide a safe and secure job site SECTION 01200 3. Resubmit corrected samples per original requirements. hoses with threaded connections. 90292 827-5009 's Contract Documents are at variance in any respect, promptly notify to satisfaction of Owner and governing agency requirements. PROJECT COORDINATION 1.4 PROJECT RECORD DRAWINGS (AS-BUILT) 1.6 TEMPORARY SANITARY FACILITIES Owner in writing so that necessary changes can be accomplished I. Verifymeasurements materials ands stems in the field. Provide 1.1 POST-BID INTERVIEW A. Prior to commencing work obtain sepia tars and electronic A. Provide and maintain tern b appropriate modification. � Y A. Upon execution of contract, schedule meeting with Owner and P Y temporary sanitary facilities per governing � bp� � Yinvestigations, layouts, and coordination necessary to properly fit, P 9 drawing files of original drawings from Owner. Seals and agency requirements. Verify placement with Owner prior to E. Costs attributed to correction of work knowingly performed install and complete the Work including integration of new Work Landscape Architect to identify specific personnel from signatures of registrants shall be completely removed and/or delivery. `� y P 9 � 9 9 9 P Y 1.5 DELIVERY, STORAGE AND HANDLING rY• .� � v ° contrary to such laws, ordinances, rules and regulations, and with existing. Contractor's company who will be responsible for the work. Provide permanently obscured. Make blueline prints weekly, or as A. Deliver manufactured materials in original packages, containers or B. Provide wash facilities with potable water at convenient !/� without notification of Owner, shall be bome by Contractor. J. Install the work in accordance with manufacturers and/or list of key staff, their role, function, and telephone numbers. Key requested by Owner, which reflect current as built information. bundles, with seals unbroken, identified by name and mark of locations for personnel involved in handling materials that require O � (A a $ 1.3 APPROVED APPLICATORS industry specifications and instructions and ass specifically modified personnel must be on site during normal business hours, carry a B. Dimension items to be located from two erTnanent points of wash-up. Dispose of waste drainage "Washout' of trucks •V Q �O P Y P P Manufacturer. p• P 9 P►nPeriY A. Where instructions require a articular product and material be in Drawings and Specifications. Install work tight, smooth, level, mobile phone, be bilingual and knowledgeable in landscape reference (building comers, sidewalk, roadway intersections, road for concrete plaster, and other waste shall be permitted only in 4"� •V-4 q p p ( 9 Y B. Deliver fabrications in as large assemblies as is practical. Package or � P P� Y � � applied and installed b an "approved applicator", insure personnel straight, true to line, and secure. construction processes outlined in Contract Documents. station staking or permanent structures Revise prints in red ink locations designated b Owner or remove from site. Do not allow PP y pp pp P 9 9 P )• P • crate shop-primed or finished fabrications as required to preserve such 9 Y K. Maintain a copy of Contract Documents on-site at all times for 1.2 RECONSTRUCTION CONFERENCE for work accomplished that day. Maintain complete and accurate n wash facilities waste to flow into natural areas or washes. V performing work are currently certified by the particular priming or finish intact and free from abrasion. � use by Owner. A. A pre construction conference to discuss project work will be record set of changes or deviations from shop drawings and C. Store materials in manner to properly protect from damage. Materials 1.7 TEMPORARY FIRE PROTECTION .� Manufacturer and licensed by governing agency for this type of P P Y P 9 �C.r" �,,,� L. Protect existingplant material and other improvements held at a time and location designated by the Owner. Contractor specifications. Kee record set and shop drawings at site for A. Provide UL labeled ABC all-purpose fire extin extinguishers adequate installation or application. P P p P P 9 or equipment damaged by handling, weather, dirt or other cause will not9 eq scheduled to remain. If plant material desi nated to remain or not and representatives of major subcontractors shall attend. Purpose review b Owner. � 1.4 APPROVED MANUFACTURERS P g Y be acceptable. in size and number to protect work. scheduled for removal is damaged during construction, replace of this conference is to discuss project in detail, including C. Sepia m lars and electronic drawn files shall be brought B. Comply with fire insurance and governing regulations. : a • A. Each Section includes a list of Manufacturers whose equipment g g P p Y g g D. Store materials to maintain site access as required. Store off P Y 9 9 with same species and size at no additional cost to Owner. scheduling of work, and to answer contractor questions. up-to-date at close of work eve Friday b a qualified C. Provide fire extinguishers in Contractor's vehicles and storage -' P P- every Y Y q sidewalks and protect landscape, roadways, and underground services. 9 9 � K is acceptable as to manufacture, subject to conformance with the M. Contractor is responsible to notify'Underground Service Alert' 1.3 PROGRESS MEETINGS draftsperson. Provide minimum 2 up-to-date prints for review at Protect materials and equipment furnished under the Contract. areas. < it Contract Documents. Prior to orderingor installing materials, verify 1-800-227-2600 48 hours nor to an di to locate underground A. Weekly or biweekly Progress Meetings may be held at Project eachprogress meetin An additional print of record drawings shall 1.6 SUBSTITUTIONS AND PRODUCT OPTIONS 1. , J Z �: 9 fY P Y 9 r9 9• P 9 specified equipment will meet capacities, requirements, space utilities. site or other designated site at a time designated by the Owner. be available at Project Site. Information contained in the record A. Products specified using proprietary name of a particular A. BARRIERS i allocations, and is suitable for intended purpose. 1.9 ARCHITECTURAL FREEDOM Contractor's key personnel and representatives of major documents shall include, but not to be limited to: o Provide barriers to prevent unauthorized entry to construction and O p� Manufacturer or Vendor shall establish type, function, dimension, on-site storage areas and to protect existing facilities and adjacent Z - p A. a group retains certain architectural freedoms normal) enjoyed subcontractors shall attend meetings with Owner, and Landscape 1. Modifications made b Addenda, Change Orders, Construction 1.5 REFERENCE DATA 9 P yY 9 appearance and quality desired. Other manufacturers products may be ° Architect. Chan properties from damage from construction operations. - I A. Reference data made available is for information only, and by working with select bidders with respect to minor adjustments Change Directives and Owner Representative or other Consultants accepted provided sufficrent information is submitted in a time frame to made in the field duringconstruction. Bidders should recognize B. Notify subcontractors of their required attendance. These Supplemental Instructions, which shall be transferred to the record B. Barricades, Warning Signs and Lights: Comply with standards and code O < U g PP allow Owner to determine that products proposed are equivalent to requirements for erection of barricades. Provide appropriate warning signs f/) Owner will not assume responsibility for the Contractor's this as a practical evolution of the design implementation process, meetings will address progress of Work, issues regarding set of Contract Documents and Shop Drawings. those named. to inform es o r erection and public ri hazard being protected against. Provide Z (� conclusions. and as such should include antici ated costs in their bid ro osal. scheduling and/or problems that may have developed since 2. Location of above and below rode irri aion and li htin P P 9 B. Maintain building and construction grades, lines, levels, P proposal. g 9 lighting B. Prior Approvals: Substitutions will be considered when written .n i lights where n < °C 2 g The followingdescriptions have been developed to provide more previous meeting. equipment, lines and fixtures dimensioned horizontal) to lighting, including flashing I g ere needed. Q .L"i w P P PY request has been submitted to Owner's Representative for approval. �; roadway stationing, driveway locations and benchmarks and do understanding as to extent and nature of field adjustments, which C. Verbal authorizations or acknowledgments b those resent are C. Provide protection for plant material designated to remain. Replace '+' N g J 9 Y P permanent points of reference and located vertically by indicating Each such request shall include information requested below. If Owner's 3 not remove any property line markers, monuments or data should be anticipated in order to successful) blend the design with binding. depth of burial. Dimensions shall be accurate within 6 inches. plant material damaged by Contractor or others at Contractor's expense, to � p Y 9 P Representative approves any proposed substitution, such approval shall Q • established by Owner. actual field conditions. In the event that a significant field change is D. Provide following information at each progress meeting: 3. Modifications made to accommodate field conditions. satisfaction of Owner or Landscape Architect. Z 9 9 be set forth in a Change Order. �> - 1.6 ARCHITECTURAL BARRIERS required beyond the expected freedoms outlined, shall follow 1. Updated as-built drawings, specifications and shop drawings. 4. Location of hardsca a and built structures including walls, D. Protect non-owned vehicular traffic, stored materials, site and structures 2_ P 9 C. Make written request for approval after award of Contract only if A. The Owner desires that facilities and improvements constructed procedures outlined for obtaining change order compensation prior 2. Revised Task List including issues, inspections and approval sidewalks, paths and trails. from damage. P 9 9 P P specified product is not available. Provide to Owner Representative a I under this Contract meet or exceed the intent of applicable public to implementation of services, dates. 5. Location of trees, boxed and spaded shrubs including the minimum of 14 days prior to date Contractor is required to place an 1.9 FENCING law concerning prohibition of discrimination and that no individual B. Grading: 3. Updated Inventory Control sheets and plant installation assigned inventory control number if applicable). A. Commercial grade chain link fence, or approved equal as required or 9 rY (• order for the product. Request shall specifically state reason product is of A formalized process for grading requested. � be discriminated against on the basis of disability in the full and P 9 g procedures has been developed summaries. 6. Revise Landscape Legend sheets to reflect final quantities, unavailable with evidence to substantiate the reason. Owner will 1.1g0 ENVIRONMENTAL PROTECTION based on direct input from grading and landscape contractors on 4. Critical Path schedule updates. replacements and any substitutions, or, attach final copy of Plant approve or reject substitution in writing, and in such form as the Owner f equal enjoyment of goods, services, facilities, privileges, previously successfulprojects. The rocess is designed to 5. Other information as listed in these Specifications. Installation Summary chart to plans. A. Operate temporary facilities and conduct construction by methods that a advantages, r accommodations of the completed Project. P Y P 9 rY P directs. Substitutions will not be accepted if indicated or implied on Shop g ° Pminimize grading subjectivity b implementing a review and 7. Clear) identify deviations from original desi ns b drawing a comply with environmental regulations, and minimize the possibility that air, 9 9 J Y Y P 9 Y Y9 Y 9 Drawings or if acceptance will require substantial revision to Contract I B. Designers and drafters of these Documents have intended to END OF SECTION 01200 " waterways and subsoil might be contaminated or polluted. Avoid use of approval process at specific stages of the grading operation. While cloud around affected area and make sufficient notations. Documents.A incorporate Owner's intentions. subjectivity of this operation cannot be completely eliminated, it is D. Owner will not certify pay request if as-built drawings are not D. Submit descriptive brochures drawings, samples and other data tools and equipment, which produce harmful noise. Restrict use of noise C. It is recognized that there may be products not incorporated into intended to ensure positive communication and direction at each current, and processing of pay request will not occur until as-built's necessary to provide direct comparison to specified materials after making tools and equipment to designated hours and minimize complaints. these Documents that may more nearly meet the Owners desires significant stage, thereby reducing the chance for misinterpretation. are updated and approved. reviewing determining and det rmini that product meets specified requirements. B. Exercise controls to keep noise and dust to a minimum during I. than those included. Architectural freedom is intended to ermit resha in of rode for SECTION 01300 E. Prior to requesting walk-throu h for Substantial Com letion, construction. Traffic or construction areas shall be sprinkled with water or P P 9 9 9 P Submittals shall be well marked and identified as to types and kind of dust palliatives as required and in accordance with governing agency D. Owner hereby solicits those providing elements of this Project, aesthetic or functional purposes without effecting soil import or SUBMITTALS perform walk-thru, complete and submit checklists for hardscape, items submitted for approval. Lack of sufficient information will be cause but at the time prior to submitting shop drawings, or sooner when export quantities or requiring re-mobilizing equipment and labor. 1.1 SUMMARY landscape, irrigation and landscape lighting to Owner. (Do not for rejection. requirements. Provide 48 hours notice to Owners Representative for review A. Refer to individual sections for specific requirements pertaining request walk-thru if work is not complete). 1.11 WATER CONTROL TRACT #:28818 appropriate, and without causing delay in the Project, to also P P q P 9 q P ) E. In submitting a substitution, Contractor makes the following submit proposals for improving accessibility to physically or requests. Refer to Landscape Specifications for specific to each section. F. Owner will verify work has been completed and arrange representations: A. Protect site from puddling or running water. Provide water barriers as FOR information on grading process and divisions of work, i.e. 1.2 CONSTRUCTION SCHEDULE, TASK LIST, INVENTORY walk-through for Substantial Completion. 1. Pro required to protect site from soil erosion and runoff into washes. mentally impaired persons. posed product is equal or superior in every respect to item SUBMITTAL 1.7 DRAWINGS P Infrastructure Grade, Initial Shaping and Contouring Owner Grade, CONTROL SHEETS G. Update and provide landscape as-built drawings to O for specified. 1.12 PROTECTION OF INSTALLED WORK 10096 BID SET 9 Restoration Grading and Finish Grading. A. Submit 3 copies of proposed Critical Path Construction approval and use during walk-through for Substantial Completion. 2. Equal warranty to be provided for substitution as product specified. A. Protect installed Work and provide special protection where specified inAiCrTY 3/OV05 A. Drawings such as irrigation plans, electrical and landscape C. Path and Trail: P COMMENTS/ individuals specification Sections. Schedule in a form acceptable to Owner no later than 2 weeks Parts 2 8�3 not used. 3. Coordinate installation of accepted substitution into work making lighting plans, are essentially diagrammatic. Follow actual runs Path and trail alignments have been designed to provide aesthetic after date of Agreement. Breakdown schedule b trade or material END OF SECTION 01300 B. Provide temporary and removable protection for installed products. --___ as close) as coordination with work of other trades will permit. g y such changes as may be required for completion of work. Control activity in immediate work any to minimize damage. 3/4ro5 Y P and functional circulation routes throughout the site. Minor on a bar graph and show proposed target, critical and actual 4. Claims for additional costs related to substitution which consequently 2 Cr><Y COMMENTS Exact routing of such improvements and locations of equipment adjustments in proposed alignment of paths and trails should be completion dates for each Trade and activity of Work. Submit 3 SECTION 01400 h Protect finished paving from traffic, dirt, wear, damage, or movement of 3/25/05 P Y become apparent will not be considered. heavy objects with durable sheet materials. Q CITY � shall be governed by site conditions, obstructions, and locations anticipated to preserve existing vegetation or improve routing copies of updated schedule at each progress meeting and at each QUALITY CONTROL 5. Cost includes related costs under the Contract, separate contracts _-_ __ -_ _ pp y p aesthetically y. p y q pp y p and Owner redesign costs. D. Prohibit traffic in proposed landscaped anus. Use lath stakes and of other utilities as approved b Owner's Representative. y or functional) Stake centerline of paths and trails Pa Request for review and approval b Owner Representative. 1.1 SUMMARY ai22ro5 B. In event discrepancies arise over dimensions, product prior to construction and reasonably follow original plan alignment B. Submit completed construction and material delivery schedules A. Materials furnished and work performed under Contract are END OF SECTION 01400 caution tape or approved flagging to protect newly planted areas. ® CITY � 0 1.13 SECURITY references, omissions, or written statements, bring to Owners and respect intended points of connection. Work will r paid by to Owners Representative no later than two weeks after date of subject to review by Owner Representative and Landscape 5/10/05 A. Provide security and facilities to protect Work and existing facilities, and A pyy� COMMENTS actual square footage quantities; therefore, architectural freedoms agreement. Identify specific lighting, Site furnishings, irrigation, Architect. Comply and strictly adhere to intent of drawings and Owner's operations from unauthorized entry, vandalism or theft. attention immediately with a Request for Clarification. -__ _- for adjusting path and trail alignments should not impact the plants or other materials or equipment which long lead-time in specifications with regard to quality of materials, workmanship, and DESIGN C. Products, materials, and labor installed or performed without Contractor. B. At Contractor's discretion, provide and pay for watchman service for O DEVELOPMENT proper clarification or prior approval shall be the Contractors sole procurement is anticipated and is critical to progress of work. diligent execution of Contract. Review may include mill, plant, adequate protection. --- --_ - -- Indicate projected dates for submittal, order, delivery and shop, or field review as deemed necessary. CONSTRUCTION - responsibility and shall be removed, repaired, replaced, and/or 1.14 PROGRESS CLEANING -DOCUMENTS installation of such material. Prepare a list for review at weekly B. Scope of Work: _ - _ _ reinstalled in accordance with Owners direction at no additional A. Maintain areas free of waste materials, debris, and rubbish. Maintain O BID/PRICMG progress meeting of completed tasks (previous week)outlining 1. Work executed in absence of prescribed inspections may t cost to Owner. tasks to be completed (for current week), upcoming tasks (next require removal and replacement under the proper inspection, and site in a clean and orderly condition. Remove daily waste materials, debris, _ PACKAGE o week) . Make special note of upcoming or outstanding issues, entire cost bome by Contractor, regardless of whether work and rubbish from site and dispose off-site. Do not allow to accumulate. O �TRUCTION inspections and approval dates. Provide updated inventory control removed is found to be defective or not. Locate dumpsters subject to approval by Owner. -- - - data of salvage planted materials for review at progress meeting. 2. Testing, inspection, or other related services shall be performed END OF SECTION 01500 D@C mb ---- - 29,- --- -- Record installation of plants by species on a daily basis. by an independent consultant, testing laboratory or services 1.3 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES selected by and paid for by Owner. 42_ _ LM____ ____ __ 2 A. Shop Drawings: 3. Furnish labor necessary to obtain and handle testing samples at I 1. Following Contractors review and approval, submit three to site or at source of material. 6� � __ Owner for review. 4. All agency inspections to be coordinated and scheduled by 6%�3 204139M 2. Owner Representative will review drawings, affix stamp contractor. a indicating findings of review and return to contractor. _ _____ DIVISION 1 1 3. Comments, if any, will be noted directly on prints. If indicated to I Y 1�7 'tl be corrected and resubmitted, correct and resubmit as outlined i - GENERAL above. SPECIFICATIONS 5 i .S 4 4 L781 /---- .. SECTION 01700 4. Seed Certifications. E. Grade Restoration: Return of grade at various stages of landscape 3.2 SUBGRADE 4. Confirm path, trail and sidewalk crowns, cross -slope and maximum CONTRACT CLOSE OUT 5. Certificate of inspections for backflow preventor and service entrance. installation process to the "accepted" condition. Grade restoration A. Prepare subgrade to proper elevation and compaction levels to receive longitudinal gradients do not exceed City and ADA requirements, and 1 .1 SUMMARY 6. Warranty information on materials, equipment and systems supplied, operation shall ensure that plants are installed at the correct grade. under-slab fill. that no condition will allow standing water to collect. A. Refer to Construction Submittal Schedule and Checklist for overall including irrigation controllers, cluster control unit, valves, heads, flow F. Finished Grade: Final grade elevation within .10' of elevations as B. Grade as required to bring entire site to underside of respective 5. Prepare subgrade to required compaction levels and ensure positive sequencing of contract close out requirements and procedures. sensor and transmitter, backflow preventor, Wye strainer, pressure depicted on Drawings or established during Shaping and Contouring surfacing as determined by finished grade, or as directed by Owner. drainage can be achieved. 1.2 FINAL CLEANING regulator, quick couplers, emitters, service entrance section, low voltage operation. Grading shall reflect finished conditions. No ruts, trenching 3.3 EXCAVATION 3.6 GRADE RESTORATION: A. Broom clean exterior paved surfaces. Rake clean other surfaces of the transformer and fixtures, and plant material) lines, sharp transitions should be apparent. Grade lines should be A. Excavate footings to provide vertical walls and square comers. Keep A. Upon acceptance of initial shaping and contouring, begin grade grounds. 7. Letter of Warranty / Guarantee of workmanship. smooth, continuous and indistinguishable from natural grades. Remove entire excavation free from loose material. Conform to dimensions and restoration and finish grading. Maintain and restore shaping work at a groupe B. Hose down and scrub walls, paving surfaces dirtied as a result of 8. Controller station assignment schedule. construction materials landscape debris litter, labels stakes and tags elevations indicated with allowances f each significant stage of the landscape process to eliminate or blend 9 � P 9 owa ces or erection of forms, shoring, g 9 Pe P Landscape Architecture construction work or as directed by Owner. 9. Lighting controller assignment schedule. from site and dispose of properly to render site in a finished appearance. waterproofing, and inspection of footings. excess spoils within construction site. Ensure character of accepted Environmental Design C. Clean exterior surfaces of equipment and vacuum clean interior of electrical 10. List of spare parts, extra materials and tools supplied and accepted Finish grade must be established and approved prior to placement of B. Bottom of wall elevations and footing requirements indicated on the grade has been maintained. Grade restorations are required at the --- g enclosures to remove construction debris and dust. by Owner. plantings. Drawings are approximate. Assume full responsibility for confirming following stages of landscape construction: D. Remove from site construction waste, unused materials, excess earth, forms 11. Maintenance instructions including a written list of required and 1.3 DESIGN REQUIREMENTS actual construction elevations and requirements to complete the Work as 1. After mainline installation and prior to installation of major plants. and debris resulting from work. suggested maintenance for m A. in t n Approved n ivil P - � 9 gg ce o mechanical, plumbing, electrical or other Grading o be done as o C tans. intended based on field conditions. Confirm requirements prior to 2. After installation of mayor plants and prior to installation of spades or - 1.3 WALK-THROUGH FOR SUBSTANTIAL COMPLETION equipment or features in the project. Each item shall contain a brief B. Proposed grading is based on unverified site conditions and is subject construction. Notify Owner immediately should discrepancies between boxed shrubs and laterals. _- A. Arrange for Landscape Architect, Irrigation Consultant or Lighting description of maintenance required and recommended time frame or to field review and adjustment. Intent of these Documents is to blend Drawings and field conditions arise. 4. Prior to placement of small plants. --- Z Consultant's presence a minimum of 48 hours in advance of walk-through. period for maintenance. Shut off valves must be clearly marked on transition from constructed elements into the natural setting of the site. C. Shore and brace excavations as necessary and required to prevent The grade restoration is the most significant and shall result in a Submit dated and signed irrigation, landscape and lighting checklists to the as-built drawings. Grading shall emulate natural character of adjacent desert landscape to cave-ins. complete restoration of the initial shape (to within .10'). Remove; blend 817 North Central Avenue Owner's Representative for verification prior to each walk-through. 12. Operating instructions including complete operating sequence, control create a finished condition which appears natural. As such, Dr awings D. If excavation is Gamed below depth indicated, backfillrng Will not be spoils into landscape or remove from site; water settle and compact Phoenix,Arizona 85004 B. Provide complete set of landscape as-builts for use during landscape diagrams, description of method of operating machinery, machine serial shall be used only as a guideline when completing work of this section. permitted. Increase footing depth as required without extra compensation. trenches; blend constructed landscape edges into undisturbed areas; ph 602.462.9000 fax walk-through. numbers, factory order numbers, parts and part numbers, tests, Review existing site conditions with Owner and advise of any proposed E. Stockpile excess excavated material on site in designated areas or as set and backfill valve boxes and remove construction debris. 602.462.9001 C. Grading and shaping to be executed, reviewed and approved incrementally instruction books, and parts lists shall be complete in every respect, deviations from Drawings prior to start of work. directed by Owner. Do not place in any Natural Open Space Areas, or B. Grade restoration shall not require review by Owner prior to next prior to and during landscape installation. Contractor to verify in presence of showing parts. 1 .4 QUALITY ASSURANCE other areas designated for protection. phase of work. However, if Owner determines that grade restoration H o u T Y o E R Owner that grading is complete and no drainage or erosion problems exist. 1.8 SPARE PARTS AND MAINTENANCE MATERIALS A. Assign one key individual (Superintendent or Foreman) to remain sole F. Protect utility services uncovered by excavation. Notify Owner was not performed to satisfaction at time of review for staking or plant D. Landscape materials and systems shall be completely installed for review, at A. Deliver spare parts, tools, extra stock of material and similar physical contact responsible for grading operations throughout duration of project. immediately if conflicts arise. layout, work shall not proceed until deficiencies have been corrected. Architecture time of walk-through. items required by individual specification sections to Owner. Obtain Provide Owner with assurance that this individual remain available and G. Dewatering: Provide and maintain during construction, ample means 3.7 FINISH GRADING Interior Design E. Verify trees, saguaros and ocotillos are planted plumb and are in good signed receipts from Owner for items. accountable for any grading or restoration processes. and devices with which to promptly remove and properly dispose of water A. Upon completion of small planting and irrigation work, restore site to health. Document and monitor throughout warranty maintenance period any B. Change over construction locks to permanent keying system as B. Regulatory Requirements: Comply with applicable Federal, State and from any source entering structural excavation, pipe trenches, or other a finished condition. Finish grading shall include restoration of initial 1 3444 tree, saguaro or ocotillo whose viability is questionable. required. Deliver required number of keys to Owner. local ordinances. excavations. Protect subgrades and foundation soils from softening and shaping work to eliminate high, low or flat spots and ruts, trench Ball Way F. Owner to verify plant installation concurs with as-builts. Missing or deceased 1.9 WARRANTIES / GUARANTEES C. Staking: Provide necessary surveying, la out and staking for damage b rain r removal n n Carefully blend Marina FAX 310 I g ry y g g y o water accumulation. settling, general raking, debris remo a and cleanup. Ca efu y b e d Del Rey 827-5292 plants are to be flagged or marked with paint for replacement as directed. A. Provide duplicate, notarized copies of warranties or guarantees landscape grading. H. Material Storage: Stockpile satisfactory excess excavated material constructed grades to provide a smooth transition into natural grade. California 292 G. Review tree limbs for interference with safe pedestrian or vehicular passage required by individual specification sections. D. Tolerances: Subgrades and finished grades for unsurfaced areas may away from edge of excavations and where directed until required for Finish grades will be reviewed and approved by Owner in conjunction g0292 827-5310 s and visibility of street signage and site triangle. B. Date of commencement of warranties and/or guarantees shall be date vary within a tolerance on one-tenth of a foot from finished grade backfill or fill. Place, grade and shape stockpiles for proper drainage. with the walk-through for substantial completion. 8 009 H. Verify turf and turf edge installation is complete and acceptable. of Final Acceptance. elevations shown on Drawings or established in field. Legally dispose of waste materials off-site. 3.8 BACKFILLING () I. Owner to verify irrigation equipment is properly installed and functioning. PART 2 PRODUCTS - Not Used E. Refer to Section 02900, Part 3 - Execution for Initial Shaping and 3.4 INFRASTRUCTURE GRADING A. After completion of footings, walls and other construction, and 111111110. ' During walk-through, operate irrigation zones and adjust turf spray heads, PART 3 EXECUTION Contouring, Grade Restoration and Finish grading sequence The following scope of work shall be completed by Owner prior to the removal of forms, clean excavations of trash and debris. ..� heights of emitters and add or delete emitters in over watered areas as 3.1 SCHEDULES requirements. initiation of landscape construction operations: B. Place backfill, compact and re grade as required. •4 directed. A. Refer to final acceptance schedule attached herein for sequence of F. Obtain review and approval from Owner for grading improvements A. Unless otherwise noted, the Civil Engineering drawings reflect 6:1 side C. Refer to the appropriate sections for specific backfill requirements: O 4� $ J. Paths, sidewalks, trails and ramps to be complete and installed per the walk-throughs required for final acceptance. specified. slopes for proposed improvements. These slopes will be staked in the 1. Irrigation - see Section 02810, Part 3 •rl A �O landscape/civil drawings. FINAL ACCEPTANCE SHEET 1.5 SITE CONDITIONS field, walked and adjusted with the Owner prior to start of grading or 2. Electrical - see Section 16100, Part 3 �"'� •� K. Verify site walls and slope retention installations are complete and per the Record below the date of walk-throughs for landscape, irrigation and A. Soils Report: Provide representative number of samples of Soil clearing. Top or toe of slope will be adjusted as needed to save existing 3.9 COMPACTION �"� ►� landscape/civil drawing. lighting. Analysis Tests to determine amounts of fertilizer and amendments vegetation in place and to vary side slope grades for visual quality. Stake A. Unless otherwise specified in Structural Engineers requirements or U L. Owner and/or manufactures representative to verify that landscape lighting ting The Contractor will be responsible for coordinating walk-throughs, recommended for optimum growth for the plants specified. and rope final slope limits to mitigate encroachment into undisturbed Soils Report, compact to the following maximum densities at optimum fixtures and appurtenances are correctly installed, have power and appropriate recording dates and securing approval signatures from each reviewer/ 1 . Owner supplied report, if any, is for information only and used at areas as directed by Owner prior to start of work. moisture content in accordance with ASTM D698: $ lamps and are properly directed. Owner. Contractor sole discretion. 3.5 INITIAL SHAPING AND CONTOURING: 1. Backfill or fill under walkway slabs or footings: 90 percent 9 P 9 9 Y P continuity Verify 9 P P P landscaping: Pe J M. Owner shall generate punch lists related to each of the three walk-throughs. 2. Owner does not guarantee accuracy of report or continui of soil Veri following scope of work is completed prior to start of landsca in 2. Backfill or fill under structural slabs or structures: 95 percent Each list shall contain specific items to be corrected and verified prior to the PROJECT / PARCEL: conditions indicated at boring locations. A. Prior to start of shaping and pre-grade site walk, identify and mark 3.10 FIELD QUALITY CONTROL < �I final acceptance walk-throughs. A. Irrigation walk-through for substantial completion 3. Soils Report requirements supersede requirements specified herein. 50-foot stations along the roadway and establish other applicable A. Grading process requires several reviews with Owner. Verify ' J z N. Owner shall record the dates of walk-throughs using the Final Acceptance Date: By: Notify Owner immediately should discrepancies arise. reference points including lot comers, property boundaries, site distance grading intent and obtain approval at each phase as required. v O Sheet Ref. schedule.. B. Lighting walk-through for substantial completion B. Existing Conditions: Bidders are expected to visit site to form their own triangles and easements. B. Provide one field density test of under-slab fill for every 2,000 1 .4 WALK-THROUGH FOR FINAL ACCEPTANCE and fixture adjustment Date: By: conclusions as to character of work. B. Pre-Grade Site Walk: Initiate pre-grade site walk to define the initial square feet (185 m2) of walkway paving area or as directed by Owner. Z A. Arrange final acceptance walk-through two weeks prior to end of C. Verification of lighting punch list Date: 1. Footing elevations vary. Refer to typical wall construction details and shaping and contouring requirements and identify areas requiring special 3.11 PROTECTION O < maintenance period. Owners Operations & Maintenance manual must be By: grading plans to determine excavation and construction requirements. treatment. A. Protect newly graded areas from traffic and erosion; keep areas • 0 Z rA � Q submitted and approved by the Owner before final acceptance walk-throughs D. Landscape walk-through for substantial completion 2. Existing grades are based on information from Project Engineer's C. Mark approximate centerline of proposed sidewalks, trails and paths. free of trash and debris. Repair and establish grades in any areas I are scheduled. Date: By: Drawings. Verify existing grades for accuracy prior to start of grading and D. During initial shaping and contouring establish path and sidewalk settled, rutted or eroded. °C vz�0 B. Arrange for Owners presence a minimum 48 hours in advance of E. Start of ninety day landscape maintenance period notify Owner immediately should conflicts arise. alignment and grade within .50' as defined by drawings and bring B. Maintain and protect existing utilities remaining which pass through v WL walk-through for irrigation final acceptance. Verify items on list from substantial Date: By: C. Environmental Requirements: Place, spread or roll fill materials during landscape grade to within 0.10' as directed in pre-grade site walk. work area. Q Z completion walk-through have been completed and system is fully operational. F. Verification of landscape and irrigation punch list favorable weather conditions. When work is interrupted by rain, do not E. Upon completion of initial shaping and contouring operation, notify C. Perform excavation work near utilities by hand. Provide necessary _ C. Generate a list of specific Irrigation items to be corrected. Completion of the Date: By: resume fill operations until moisture content and density of previously Owner to schedule a site walk for acceptance of work. Should site require protection as work progresses. punch list will be reviewed at landscape final acceptance walk -through G. Irrigation walk-through for final acceptance placed fill meets specifications. additional refinement prior to acceptance, a second walk through will be D. Provide and maintain planking and protection for walks, curbs, D. Arrange for Owner's presence a minimum of 48 hours in advance of (two weeks prior to end of maintenance period) 1. Surface drainage: Provide and maintain positive surface drainage scheduled to review corrected areas prior to acceptance by Owner. drains, trees, boxing around comers of structures, and walls to prevent walk-through for landscape final acceptance. Verify completion of irrigation Date: -By: during excavation. Prevent infiltration of water into utility or foundation F. Construct landforms to generally match depressions and ridges of damage by trucking, grading, and other operations. punch list and landscape maintenance has been performed satisfactorily. H. End of ninety day landscape maintenance period excavations from whatever sources exist. existing topography. Tops of slope shall be rounded. Feature toes and E. Barricade open excavations and post warning lights and comply a E. Health of plant material will be reviewed including trees and shrubs identified Date: By: 2. Dust control: Comply with requirements of governing authorities. Use edges of slopes to blend into natural grade. Emulate the natural character with governing agency public safety requirements. as in poor or fair condition at time of substantial completion. Replacement I. Landscape walk-through for final acceptance and whatever means necessary to control dust on and near the work, off-site of site by mimicking existing ridges, highpoints, depressions, rivulets, and F. Keep adjacent streets and drives dean of dirt created by landscape materials will also be reviewed. verification of irrigation punch list Date: By: borrow, storage and spoil areas. other natural features which are not depicted on Drawings. Remove or grading operations. F. Verify desert pavement and seeding is complete and acceptable. J. Verification of landscape punch list Date: By: 1 .6 PROTECTION blend ruts, flat spots, settled areas, trench lines, and areas disturbed by G. Control dust on and near Work, and on and near stockpile areas. G. Rework items deemed unacceptable to satisfaction of Owner. K. Final acceptance - start of warranty period A. Protect and maintain benchmarks, monuments, roadway stationing construction so that improvements will transition with natural topography. H. Leave paving surfaces in broom dean condition. Is. H. If after walk-through for final acceptance, items have not been properly Date: By: and other reference points. If disturbed or destroyed, replace at Create grades in broken planes (where appropriate) rather than in END OF SECTION 02201 adjusted, reworked, or replaced as indicated on list of incomplete items from L. End of landscape guarantee period Date: By: Contractor's expense. continuous "engineered" planes which appear unnatural. CITY OF PALM DESERT INSPECTION SCHEDULE substantial walk-through, Contractor will be charged for subsequent END OF SECTION 01700 B. Protect existing structures, fences, roads, sidewalks, paving and curbs G. The initial shaping and contouring operation should not require import 1. Sleeving/Grading walk-throughs. Funds will be withheld from final payment and/or retainage to from damage caused by settlement, lateral movement, undermining, or export of soil from areas beyond project boundaries. Intent of this TRACT *28818 conduct and document further walk-throughs as deemed necessary to insure DIVISION 2- SITE WORK washout, and other hazards created b earthwork operations. A. Sleeve diameter, type, depth, and location. 9 rY y p phase of work is to shape existing soil to create desired contouring. B. Soil surface drainage, elevations, and trash (including weeds 8� FM SAL . g compliance with contract documents. SECTION 02201 C. Protect above or below grade utilities to remain. H. Establish grades to drain water away from structures and walls 10096 BID SET I. A Letter of Final Acceptance for landscape and irrigation work will be issued D. Protect existing trees and vegetation to remain. Temporary fencing providing positive drainage to inlets and from outlets. When drainage is rubble PART 1 GENERAL P P 9 9 9 P rY 9 P 9 P 9 9 s� 1.1 SUMMARY 2. Hardscape/Boulders - Cobble upon verification of any outstanding punch list items and receipt of corrected may be required around some plants if directed by Owner to ensure difficult to achieve, notify the Owner and request a solution before Al cmr comkillE n/ A. Section Includes: A. Sidewalk and wall layout landscape and irrigation as-built mylars and associated digital files. Guarantee protection during construction. Work shall not extend beyond the continuing. 3i4ros period will commence as of date of Letter of Final Acceptance. 1. Trenching, excavation, backfilling and compaction. B. Utilities location established limits of disturbance. I. Grading for Sidewalk Trail and Path alignment procedures: 2 MY COMMENTS and backfillin C. Boulder type size weight and placement. -------- J. Lighting Consultant upon verification of punch list items and receipt of final g E. Repair and restore damaged site features equal to original condition 1 . Prior to start of initial shaping and contouring phase, mark proposed Q 3/25/05 2. Excavation and grading for site paving, footings and walks. Date: B CMAENM lighting as-built drawings will issue a separate Letter of Final Acceptance. g g P g g and to satisfaction of the Owner. centerline of paths, trails and sidewalks within project area. Stake y 3 crT�r 3. Initial Shaping and Contouring 3. Irrigation System Rough - In --- 4i22ro5---K. Upon completion of walk-throughs for final acceptance afterward, Owner F. Provide erosion control measures to prevent displacement of soils and centerline offsets of proposed sidewalks trails and paths indicating cuts 4. Restoration Grading A. Trench depth and location ® cay cor mem o shall obtain signed approvals from all reviewers on the Final Acceptance Sheet. discharge of soil-bearing water runoff or airborne dust to adjacent and fills as necessary to assure improvements will meet slope and -- ----Finish shgradingB. Pi a size and class snoios P Owner shall also record dates of walk-throughs and indicate start and finishproperties. gradient requirements or other criteria established in drawings, details dates of guarantee period. B. Provide labor, equipment, materials and incidentals necessary for g q g ' C. Pressure test (125 PSI for 6 hours) owrvER cols 9 P and specifications. Review staking with Owner prior to commencement of _---- DESIGN - 1.5 UNCORRECTABLE WORK construction. PART 2 PRODUCTS work. 4. Plant Material (trees & shrubs) O DEVELOPMENT 1.2 DEFINITIONS A. Condition - A. Should Owner determine it is not practical or possible to correct Work 2.1 MATERIALS 2. Fine grade where required and in accordance with Drawings andouclioN A. Native or Natural Soils: Undisturbed soils present at site in their natural B. Type damaged or improperly executed, an equitable deduction from Contract Sum A. Backfilf: Import and excavated material from site must be free of debris Owner direction. Grading for concrete paths and sidewalks shall be within will be made at sole discretion of Owner. _ _ state or conditions. Materials which are essentially free of vegetation or C. Placement O grp/p or vegetation and comply with applicable structural requirements and 0.50 of final elevations. Grade for soft trails to within 0.10' inches of final PACKAGE matter and do not include trash or other deleterious materials. Date: By: �rj� - 1 .6 PROJECT RECORD DOCUMENTS specific requirements within other Sections. elevations B. Existing Fill Soils: Materials present at site that have been disturbed, 5. Ground Cover (decomposed granite) O CONSTRUCTION o A. Within 1 week of date of Substantial Completion, submit two copies of a. Public paths and trails: Maximum gradient on public paths shall be 5%, $ possibly transported and are not in their natural undisturbed state. A. Type Owners Operations and Maintenance Manuals to Owner for approval. PART 3 EXECUTION and 12% on public trails. Construct public traits with a '/2" crown on Deeembw 29, 2W4 C. Infrastructure Grade: Establishes the framework for start of initial o B. Depth and spacing B. Prior to final acceptance, submit for approval two complete sets of signed 3.1 PREPARATION graded slopes of less than 3/o per City standards. shaping and contouring work described in this Section, by establishing o C. Compaction n- 5,�3,� uM h and dated record documents including sepia mylars, shop drawings, annotated A. Verify survey data. Stake work and verify location and elevation. b. Sidewalks: Sidewalks should be maximum 5/o gradient whenever P" initial site work cuts and fills as staked per Project Engineer's Drawings. Date: By: 2 -- __-- specifications, substantial completion checklists and completed punch lists. Carefully maintain benchmarks, monuments, and other reference points. feasible. The Infrastructure Grade is intended to eliminate need to import or export 6. Final �_- Provide 1 copy of landscape and irrigation electronic as-built drawings. If disturbed or destroyed, notify Owner immediately and replace as c. Immediately advise Owner in writing where sidewalks, paths or trails dirt beyond the specific parcel boundary after infrastructure improvements A. Irrigation 1 .7 Owner'S OPERATIONS AND MAINTENANCE MANUAL directed. exceed slope requirements. 20413901A are complete. i) Valves, boxes, and wiring A. Prior to final payment, submit 2 hardback, loose-leaf binders, suitably typed, B. Contact local utility companies to verify locations of existing utilities 3. Prior to installation, Owner will review and approve alignments for Z indexed and labeled for read reference. Submittals shall utilize format as D. Shaping and Contouring: The refined infrastructure grade typically ii) Controller operation and schedule DIVISION 1_2 y within 0.10' of finish grade. Shaping and contouring shall include prior to grading or excavating. conformance to drawings and design intent as defined in the pre-grade 9 P 9 9 lily Sprinkler, bubbler and/or drip emittef type, flow rate and indicated in Owner's Operations and Maintenance Manual Table of Contents establishing the alignment and initial grade of any path or sidewalk, wall C. Certify in writing that paths and trails meet City and ADA standards site walk. quantity per plant. ENERAL SPEC. and include the following: and immediately notify the Owner should conflicts arise Obtain approval alignment, or utility pad as defined by Owner and Drawings. Shaping will iv) Overall operation SATE WORK 1 . List of Subcontractors by trade, indica es, addresses an on. incorporate natural ridges and depressions from the adjacent (typically ting company's names, .for any deviation to these standards, in writing, prior to construction.� v) As built : telephone numbers. y obtain specified Failure to properly approvals shall be cause for removal undisturbed) landscape through the improved landscape area and will and replacement p B. Tree staking 2. List of major suppliers indicating materials and/or equipment supplied, establish the basic grade needed to ensure that major plantings and p acement of work at Contractor's sole expense. � company's names, addresses and telephone numbers. g 1 P g C. Overall irrigation components are installed at correct grade. Date: By: 3. Affidavit from general and subcontractors on use of asbestos free materials. MARRIOTT SHADOW RIDGE IRRIGATION SYSTEM SPECIFICATIONS 2.64 Install controller with factory preset backup program for standby operation in event of program loss, and 7 . WARRANTY rechargeable battery backup to maintain program during a power loss. 1. SCOPE irrigated. Guarantee to be irri drawings of areas shown on coverage.71 . Guarantee complete 2.65 Controller capable of daily and seasonal operation time changes utilizing evapotranspiration rate provided by p 9 g g 1.1 Furnish labor, materials, tools, equipment and services necessary for execution and completion of irrigation system work existing weather station at the adjacent golf course. Contact Golf Course Superintendent on a regular basis to satisfactory operation of entire system and workmanship and restoration of the area. Guarantee system to be complete in every detail for a period of one year from the date as located on drawings and described in specifications and general conditions. obtain the data. Program and operate system based upon data for efficient water use and conservation. 9 P 9 Demonstrate use of data in programming controller to Owner during progress of the work and at final inspection. of acceptance. Contractor hereby agrees to repay or replace any such defects occurring within warranty period without expense to Owner. a groups 1.2 System shall efficiently and uniformly irrigate planted areas and perform as required by Contract Documents. 2.66 Install and mount controller in a manner approved b manufacturer in location determined b Architect. Install pp y Y IRRIGATION CALCULATIONS Landscape Architechire properly 9 properly Environmental Design lightningarrestorsrounded at each controller. Contractor will insure that controller is 1.3 Do not perform irrigation work until proper retie and soil preparation is complete, and approved b Owner and Architect. p g p p 9 P P P PP Y programmed for this particular job. Paint controller a color to match adjacent surface. Mask out manufacturer ' - CITY OF PALM DESERT s IRRIGATION � 1.4 Stake location of sprinklers, valves, piping and principal fittings. Record additions, deletions or changes in equipment identification and product information plates prior to planting. CALCULATIONS Cs VWD IRRIGATION CALCULATIONS - locations on a copy of the working plan. Provide as built Construction Record Drawings at completion of work. � 3. ELECTRICAL CONNECTION Maximum Water Allowance - The Shadow Ridge Phase 5 $ 6 project includes 113,365 total square 1.5 Provide excavation for proper installation of work. Use mechanical trench diggers that cut smooth bottom trenches of Input Zone --- uniform slopes, and no wider than necessary to la i 3.1 Coordinate location of electrical junction box and power source with other trades. Hardwire controllers in either feet of landscaping: -- - p ry y pipe. SEE EXCAVATING AND GRADING, FILL AND BACKFILL ; •= SPECIFICATIONS for compliance. flexible or rigid conduit to the junction box. sgt,ar„Footage Calculations Tree&Shrub Square foot 9�,8 12,241 square feet of warm season turf grass over5eeded with rye grass - - 817 North Central Avenue 4. IRRIGATION EMITTER SYSTEM Turf Square foot 17487 in winter, irrigated with rotors.Total 1.6 Provide maintenance of traffic and safety, and security system to protect the work and prevent undue hazard to the ToalSquarea ut ge Cobble/Boulder o 5,246 square feet of warm season turf grass overseeded with rye grass Phoenix, Arizona 85004 public. 000 fax foot 113405 Square 4.1 Provide installation of emitters to include excavation and backfill; furnishing, installing and testing of risers, Total Landscapein winter, irrigated with pop-up sprinklers. 602 ph 602.462.9462.9001 fittings and emitters, and removal and/or restoration of existing improvements in accordance with the contract Zone No. Eto WFactor j. Total Conversion Factors748Total 45,063 square feet of low-water use plantings on drip irrigation. 1.7 Provide sleeves other than those previously installed by others, if any. g 9 p � 57 01 Factor 5 Sq.ft. ° 0.60 62 746 48 MwA° q P g P H o u s T o N / documents. 48,898 square feet of moderate-water use shrubs and ground covers, 2 66.82 0.5 0 0.62 748 0 T Y N E R 1.8 Coordinate the work with other trades to prevent delay of planting and other operations. 3b 88 0.5 o 0.62 748 o drip. ti 4.2 Provide emitter assemblies, single or multi-outlet, at locations on drawings and in accordance with details. 4 93.9 0.5 113405 0.62 748 4413.244 1,917 square feet of high-water use palm trees on drip irrigation. 40 square feet of water feature/fountain. Architecture 1.9 Refer to grading plans to be fully acquainted with slopes and changes of grade on the project. 4.3 Provide pressure-compensating continuous flushing emitters based on pressure cascade principal using a TO�Numberofpl ntsb au Water use 31%ofTotalLandscape SereFootane Interior Design series of flexible orifices. 1 Low 1422 0."6 42739.347 We will not repeat the formula or explanations of the conversion factors, 13444 2. MATERIALS AND WORKMANSHIP 2 Low/Mod 0 0.000 0.000 3Mod 1528 0479 45925.261 etc. which are listed in Appendix B of the Coachella Valley Water District Bali Way 4 Mod 4.4 Provide emitter made of durable black, heat-resistant acetyl plastic material, resistant to temperature variation, 5 High/"l o o:DOo 0000 data: Marina FAX 310 2.1 PIPE: ONLY LATERAL PIPE SHOWN OR NOTED SHALL BE INSTALLED IN THIS PROJECT. ultra-violet radiation, smog (ozone), common liquid fertilizer and weed spray. The case shall completely 76 Low Trees Low/Mod Trees 0 o000 2 0052 Del Rey 827-5292 8 Mod Trees 101 0.032 3035.636 2.11 Installs specified pipe in locations indicated. Parallel piping may be installed in same trench. La pipe accurate) to line encompass the diaphragm, protecting it from potentially harmful environmental factors. 9Wod/HiTree 0 0.000 0.000 1. ESTIMATED WATER USE: (Zone 4) California 310 p p p p p g Y Y P P Y 10 High Trees 61 0.019 1833.404 90292 827-5009 o and grade with full bearing on trench bottom. No pipe shall be laid on soft fill or other unstable material. No direct contact 4.5 Emitter shall be capable of continuous, clog-free operation with 30 mesh (minimum)filtrations capable of being Total 3,90 A. Overseeded Warm Season Turf Grass (Rotors): between other pipes or structures will be permitted at crossings. Clean pipe interior of foreign matter before installation. Plug installed in any position and maintain its given flow characteristics. Emitter shall be non-adj u stable with flow or cap ends after lowering into trench. Provide thrust blocking, handling, storage connections, cathodic protection as needed, fop � regime maintained by a flexible orifice diaphragm. Plt/IrrigationSystem Type: Zone Irr.Eff. Area Seasonal Plant Factor: Spring: (20.64) (.70) (12,241) (.62)/ 748 / .80 = 183.2 CCF an coating, and expansion allowance for testing. Install PVC pipe with allowance for expansion. Flush pipelines thoroughly to s ra 1Bub/Dri 4 0.9 42739 1 Low shrub Summer: (57.3) (.70) (12,241) (.62)/ 748 / .80 - 508.7 CCF 44 Cis remove debris and foreign matter. Provide sand bedding in rocky areas 2 below and 4 above pipe. Refer to details. season Zonal Eto Plant Area Conversion Factors Estimated - 4.6 Emitter shall function with of 15 PSI minimum to 35 PSI maximum. Emitter flow range pressure system Value Factor sq.ti 0.62 748 Irri.Elf- Water Use Fall/Winter: 16.0 70 (12,241) 62 /748 / .80 = 142.0 CCF Y P 9 Spring 20.69 0.2 42739.35 o s2 748 0.9 162.88 Fall/Winter: ( ) ( ) ( ) ( ) Q A 1 variation shall not exceed 1.06 at 120 degrees F. or 1.07 at 150 degrees F. Emitter manufacturing variability shall Summer 5729 0.2 4273935 0.62 748 of) 451.°, Total Turf EWU = 833.9 Hundred Cubic Feet V/ �+ not exceed .05. Fan TOTAL 739.81-Winter 15.97 0.2 42739.35 0.62 748 0.9 125 •�.72 A ro 2.12 Inspect pipelines for operation and performance. Where piping is shown under paved areas parallel to planted areas, 4.4 ^ •1a,� install in planted areas. Plaatllrrf9 ationSystem Type: Zone Irr.Eff. Area Seasonal Plant Factor. B. Overseeded Warm Season Turf Grass (Pop-Ups): Q Spa n3ub/Drl 4 0.9 0.000 2 Low/Mod Shrub 2.13 Provide minimum depth cover at least 24" for PVC pressure main piping; and a minimum depth of 12 for lateral 4.7 Single-outlet emitter capable of delivering 1.0 GPH at 20 PSI 1.14 GPH at 25 PSI and 1.34 GPH at 30 PSI. n r , Season Zonal Eta Plant Area Conversion Fedora Eellmated value Fedor aq-ff- 062 748 kri.EA Water Lim Spring: (20.64) (.70) (5,246) (.62)/ 748 / .75 = 83.7 CCF discharge piping, or at a sufficient depth to accommodate valves and other equipment, whichever is greater. If requested, Spring 20.69 0.35 0 0.62 748 0.9 carefully saw cut paving so that a neat and inconspicuous repair can be made. Drawings prevail if greater depth and coverage 4.8 Emitter assemblies shall consist of emitter unit, 1/2 inch PVC, schedule 80, T.O.E. nipple and fittings required summer 57.29 0.35 ° 0.62 748 0.9 Summer: (57.3) (.70) (5,246) (.62)/ 748/ .75 = 232.5 CCF g as shown in details. To Winter ,5.97 0.35 0 062 748 09 8 are indicated. °.°° Fall/Winter: (16.0) (.70) (5,246) (.62)/ 748/ .75 = 64.9 CCF Total Turf EWU = 381.1 Hundred Cubic Feet 2.2 SPRAY HEADS AND ROTARY SPRINKLERS 4.9 Install single-outlet emitters at each TREE with its cap 1" above grade at each plant root zone. Do not use vinyl < tubing. Install emitter 1" above grade and decomposed granite. PlantllrrigationSyetemType: Zone Irr.Eff. Area Seasonal Plant Factor: C. Low-Water Use Planting: < SpraylBub1D p 4 0.9 46926.261 3 Mod , Z Season Zonal Eto Plant Area Conversion Factors Estimated 2.21 Per drawing legend, pop-up type, constructed of heavy-duty plastic materials for durability. Include low precipitation vale Factor sq. 0.62 748 Inn Eff. Water Use 063 62 /748 / .90 - 171.3 CCF v Q 4.10 Furnish and install riser assembly complete including valve box, pressure regulator, and other appurtenances Spring: (20.64) (.20) (45 ) (. ) nozzles to promote water conservation, and install per details.- Set spray heads and quick-coupler valves plumb and level with Spring 20 s9 0. 2 .26 0.62 748 °. a3 . � - established turf at locations indicated. at locations designated and in accordance with the drawings. summer 57.29 05 45925.26 o62 748 0.9 1211.57 Summer: (57.3) (.20) (45,063) (.62)/748 / ,90 = 475.6 CCF Fall-Winter 15.97 0.5 45925.26 0.62 748 0.9 337 73 10 TOTAL 1988.86 Fall/Winter: (16.0) (.20) (45,063) (.62)/748 / .90 = 132.8 CCF Z - ;> 4.11 Provide pressure regulator of preset type constructed of sturdy long-lasting plastic, with a protected vent hole PlanVirrlgatlon System Type: Zone IR.Eff. Area Seasonal Plant Factor. Total Low EWU = 779.7 Hundred Cubic Feet O < 2.22 If turf grass has not yet been established, install on risers at grade level. When grass is established, raise or lower heads that enables the unit to breathe while shielding its inner chamber from contamination. Flow range shall be 6 to 300 Spray1BublDrlp 4 0.9 4 ModMigh e 0 to permanent positions flush with finished grade. These elevations are critical. Take care to set heads at finished grade. Refer season Zonal Eto Plant Ai Conversion NO�62 Comer.7�Fadorslrn Eff. FWelerUse z im to details. GPH, with outlet pressure of 30 PSI over a range of inlet pressure of 25 to 300 maximum PSI. Inlet and outlet spnng 2069 0.65 0748 0.9 D. Moderate-Water Use Planting: connections shall be 1-inch female NPT. Sumner 57.29 0.65 0748 0.9 Fae-Willer 15.97 0.65 ° 748 0.9 Spring: 20.64 50 48,898 62 /748 / .90 = 464.7 CCF 2.3 QUICK-COUPLER VALVES TOTAL 0.0° P g: ( ) ( ) ( ) ( ) 4.12 Provide round plastic valve box approximately 10 inch diameter by 10 inches deep and conform to ASTM test Summer: (57.3) (.50) (48,898) (.62)/748 / .90 = 1,290.2 CCF Q method D-638, 790, 256, and fi48. Box extensions shall be ten 10 inch diameter PVC pipe. Valve box lids shall be PIaM/IMgatlon System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Z 2.31 Install quick-coupler valves for washing walks, or supplemental irrigation. Two-piece bronze body style, with rubber „ P P S ra 1BublDrl 4 0.9 0.000 5 High Fall/Winter: (16.0) (.50) (48,898) (.62) / 748 / .90 = 360.3 CCF imprinted IRRIGATION CONTROL VALVE". Gravel sump shall be as indicated on drawings. Season Zonal Eto Plant Area Estimated Total Moderate EWU = 2,115.2 Hundred Cubic Feet Value Factor ii a. 0.62 748 Ira.Eff. Water Use over. Spring 20.69 0.8 0 0.82 748 0.9 summer, 57.29 0.8 0 0.62 748 0.9 4.13 The "Yet Strainer for emitter detail assembly shall be constructed of plastic with 1-inch female IPT and strainer Fail TOTAnter 15.97 0.8 0 0.62 748 1E. High-Water Use Planting (Palm Trees): 2.32 Install quick-coupler valves on swing joint risers capable of remaining flexible to protect piping and allow adjustment of 000mesh of 80 stainless steel. b height to turf grade. Install pea gravel under quick-coupler valves for drainage and stability. Refer to details. ( ) ( ) PIanNlMgatb n n System Type: Zone Irr.Eff. Area seasonal Plant Factor; Spring: 20.64 70 (1,917) (.62)/ 748 / .90 = 25.5 CCF Spray/Sub/Drip ZonalEto re 0.9 23".362sionFa 6 Low Tree Summer: (57.3) (.70) (1,917) (.62) / 748 / .90 = 70.8 CCF 3 2.4 VALVES Season Zonal Et0 Plant Area Conversion Fedora Estimated Value Factor sq_1t. 0-62 748 'Ind.FR Water Use Fall/Winter: (16.0) (.70) (1,917) (.62) /748 / .90 = 19.77 CCF spring 2069 0.2 2344.352 0.62 748 1 0.9 8.93 Summer 57.29 0.2 2344.352 0.62748 0.9 24.74 Total Moderate EWU = 116.1 Hundred Cubic Feet 2.41 Electric remote control valves constructed of bronze or plastic materials, equipped with a flow control stem. Capable of Fall-Winter 1597 0.2 2344,352 062 746 0.9 6.90 manual or automatic operation, solenoid energized by 24 VAC electrical power valve and include a low wattage feature. TOTAL 1 4047 F. Water Feature: Plant/irrigation System Type: Zone irr.Eff. Area Seasonal Plant Factor. IL 5. CONDITIONS AND DAMAGE SpraylBub/Drip 4 0.9 0.000 7 Low 1 Mod Tree 2.42 Connect electric valves directly to main line in plumb position with sufficient clearance for service, repairs and operation. Season Zonal Eto Plant Area Conversion Factors Estimated Value Fa (93.9)(1.1)(40)(.62)/748 = 3.42 CCF Install remote control valve in a valve box. Position valve box centered over valve to accomodate service and repairs. Install Factor sq ft! 62. . 0. 748 Im.Elf. Water Use spring 20.69 0.35 0 0.62 746 0.9 5.1 Prevent damage or repair the grounds, walks, roads, buildings, piping systems, or electrical systems caused Summer 57.29 0.35 0 002 748 0.9 - valve boxes on 3" of pea gravel reasonably free from dirt and debris. Install only one valve in each box, unless otherwise Fall-Winter 15.97 0.35 0 062 748 0.9 by leaks or breaks in irrigation system during execution of the work. Repair damage to original condition as directed TOTAL o. Project Total EWU - 4,229.4 Hundred Cubic Feet TRACT #:28$18 specified. Centrally locate valves for each station per drawings. Connect valves to automatic controllers in operating sequence by and in a manner satisfactory to Owner. 00 Plantfirrigation System Type: Zone trr.Eff. Area Seasonal Plant Factor: FOR T/L per the drawings unless changes are approved by Owner in writing. Adjust valves for proper operation as required by the SpreylBublDrlp 4 0.9 3035.638 8 Mod Tree 11. MAXIMUM WATER ALLOWANCE: Manufacturer for specified performance. 6. TESTING, INSTRUCTIONS AND DRAWINGS Saason Zonal Re Plant Area Conversion Factors Estimated 100% BID SET Factor Faor sq.a. 062 746 IRI.Eft- Water Use Sprig 20.69 0. 3035,636 062 746 28. 3/0V05 Summer 57.29 0.5 3036.636 0.62 748 0.9 80.08 Landscaped area of 113,369 square feet in Zone 4 of Palm Desert: Al CITY COMMENTS/ 2.43 Gate valves shall be cast iron body construction for rubber-ring piping, or bronze construction for solvent weld piping with 6.1 Give 48 hours advance notice of testin and enfant tests in Owner's presence if directed. Fail-Winter 15.97 0.5 3035.636 0.62 748 0.9 22.32 9 P P TOTAL 131.33 -------- - ----_ _ _ _-_ _ a non-rising stem, equipped with 2" square nut handle or bronze cross or cast iron wheel handle. MWA - (93.9) (0.60) (113,365) (0.62)/ 748 - 5,294.0 Hundred Cubic 2 crnr�coMMENrs 6.2 Owner will furnish water for testing, flushing and cleaning of lines. Provide piping, pumping or other means of Feet - - - - 2.5 WIRE 3i25ios transport of water from point of supply to point of need and tie into system lines as required. Provide equipment for PlariVirrigation System Type: Zone Orr.Eff. Area Seasonal Plant Factor: Q CrN ` SpraylBublDrip 4 0.9 0.000 9 ModlHighTree testing. S..... Zonal Eto Plant Area Converson Fador. Estimated 4/2V% 2.51 Control wire specifically designed for direct burial use. Sizes in accordance with minimum recommended by controller Valua Factor sq.It. 062 748 lm.Eff Water Use o Manufacturer. Leave 24" mimimum loop at each valve, splice, change in direction, every 500 feet of straight run, and at each CITY COMMENTS spring 57.29 0.65 0 062 746 .9 Summer 57.29 0.65 0 0.62 748 0.9 -- 6.3 Test pressure piping to not less than norms line pressure or not less than one hour, to satisfaction of Owner. 5/10m5 controller for expansion and/or servicing. Fall-Winter 15.97 0.65 oe2 748 0.9 Pressure test of mainline must also be observed by C.P.D. Inspector. See inspection schedule. 0.00 OWNER COMMENTS PlanUlrrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor O DESM 2.52 Place wire consistently along one side of pipe in trench. Make watertight splices and connections; band together multiple Spray/Bub/D►ip 4 0.9 1833.404 10 High Tree DEVELOPMENT 6.4 Test heads, valves and controller for operation and performance. Provide records of test dates and results to Season Zonal Eto Plant Area Conversion Fadors Estimated ----- - - - -- - - -- wires at 10' foot intervals in trenches. Install wire in separate sleeve from water sleeves under roadways and walks or where Owner. Make necessary adjustments toe equipment merit and stem re uired to assure efficient operation. Demonstrate value Factor sq f 062 748 Im Eff Water Use • other conditions make it necessary. Coordinate location and installation schedule with other trades. ry t q p y q p Spring 577.29 o_a 1833.404 1833.404 062 » 0.9 T739 DOCUMENTS operation of system to Owner through a complete cycle before maintenance period can begin and during final -- - - - ---- -- Fell-Winter 15.97 0.8 1833.404 os2 748 0,9 21.57 O inspection when project is turned over to Owner. TOTAL 126.91 PAC A M 2.53 Provide two spare wires to the extreme ends of system from each controller. I Total Tree And Shrub 3025.27 O CONSTRUCnON SSUE 0 --- --- --- ------- 6.5 Provide 4 copies of Operation Instruction Manual to Owner on or before final inspection. Include copies of Plantllrrlgatlon System Type: Zone Irr.Eft. Area Seasonal Plant Factor. ��' 2.6 AUTOMATIC CONTROLLER , Spray/Bub/Drip 4 0.75 17467 11 Turf December manufacturers warranties, complete technical description, operation, function and performance, data, detailed Season Zonal Eto Plant Area Conversion Factors Estimated ---- ---- ------- -- -.-_---______ servicinginstructions and replacement arts list, and information regarding protection of equipment. Include record Value Fader sq ft. 0.02 748 lrri.Eff. Water Use 2.61 Unless otherwise specified, g y p p p g g pSpring 2069. 17487 062 748 0.75 303.89 LM the Irrigation System Controller shall be a micro-processor based/micro-electronics forms for collecting data during initial break-in period and subsequent operations. summer 57.29 0.76 17487 062 746 0.75 841A7 Fall-Winter 15.97 0.76 17487 0.62 748 0.75 379.92 ,1 solid-state type, capable of fully automatic or manual operation. Provide wall mountable, heavy duty, molded plastic, TOTAL 1379.96 6 " weatherproof lockable cabinet (or metal if so specified). -. 6.6 Provide 4 copies of Maintanance Manual to accompany instruction manual. Manual shall give instructions and Total Turf 1379.92 -- M - -- ---- _ 204MJM pertinent information to Owner on proper operation, adjustments in watering cycle, proper maintenance and Plantlirrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: 2.62 Controller shall operate on minimum 117 Volts AC power input and capable of operating 24-volt AC electric remote replacement heads, valves, and equipment. watelleature 4 0.75 85 12 Moving control valves. Controller shall have reset circuit breaker protection for power overload. Season Zonal Eto Plant Area Conversion Factors Estimated These plans have been reviewed'by die Coachella Valey Water District in accordance DMSION 2 5 Value Factorsq.n 0M 748 Irn.Eff. Water Use the b spnng 2069 1.2 40 06 748 0.75 with Water Code Title 7. Division 1, Chapter 3, Article 10.8, Section 65597 et Seq. 6.7 Maintain accurate construction record set of drawings as installation proceeds. Provide accurate, up to date Samrr,er 57.29 1.2 40 0622 748 075 304.04 Requiring efficient landscape and ivrigation design in cooperation w>rt► cal governr►g SITE WORK 2.63 Unless otherwise specified, provide 24 or 40 station controllers with capability of being Fall-Wnler 15.97 1.2 40 0.62 748 0.75 0.85 IRRIGATION P p ty g programmed to operate for one to copy during course of work before payment will be authorized. Fully and accurately dimension valve box locations TOTAL 498 agency(City or County). 99 minutes in one minute increments or .1 to 9.9 hours in programs for each station with 3 automatic starts per day for each. 'Approval of this drawings by CVWD Staff does not constitute approval to encroach iris from building, walks, walls, curbs or base grid. Submit final construction record as-built drawings prior to final Assign each station to the assigned appropriate ro rams. Controller shall have 14-day Total Waterfeature 4.98 district and USBR fights-of-way. Trees, bars, tuna).and permanent structures of an s 9 9programs. y programming flexibility for each days inspection time. Construction Record Drawings may be a corrected sepia of original drawin s or an original kind ma not beplanted or installed in C VWD and USBR easements of right-or-way CIFICATIONS P g y PgTotal Estimated Water Use 4410.18 without first obtaining an encroachment permit from CVWD. y � starts. During operation controller shall provide a monitoring readout indicating station in operation and time remaining. drawing. 5 Date: Water Management Supervisor 763 1 SECTION 02920 PART 3 - EXECUTION D. Overseed sod installed between October 1st and April 15th with LAWNS AND GRASSES PART 2 - PRODUCTS perennial rye. PART 1 - GENERAL 3.1 EXAMINATION F. Guarantee lawn for a period of 90 days from date of substantial 2.1 SEED A. Examine areas to receive lawns for compliance with requirements completion unless otherwise noted. Lawns shall be alive and in 1 .1 SUMMARY A. Grass Seed: Fresh, clean, dry, new-crop seed complying with and other conditions affecting performance. Proceed with installation satisfactory growth at the end of the guarantee period. A. Includes seeding and sodding. AOSA's "Journal of Seed Technology; Rules for Testing Seeds" for only after unsatisfactory conditions have been corrected. Verify 1. During the guarantee period plantings shall be in a healthy, viable B. Related Sections: purity and germination tolerances. satisfactory subgrade and aesthetic berming is complete. Review condition. Replace plantings not in a healthy condition when notified by 1. Division 2 Section "Site Clearing" for topsoil stripping and B. Seed Species: Perennial Rye, grown, with not less than 95 percent grading and obtain Owner approval to proceed with lawn operations. Landscape Architect. Should any difference of opinion arise over a group@ stockpiling. germination, not less than 85 percent pure seed, and not more than 3.2 PREPARATION replacement, Landscape Architect's decision is final. Landscape Architec 2. Division 2 Section "Landscape Earthwork" for excavation, filling 0.5 percent weed seed: A. Protect structures, utilities, sidewalks, pavements, and other 2. Guarantee replacements for a period of 90 days from the date of Environmental Design backfilling, and rough grading. 2.2 TURFGRASS SOD facilities, trees, shrubs, and plantings from damage caused by planting installation. 8 3. Division 2 Section "Exterior Plants - Landscape" A. Turfgrass Sod: Certified by State Inspection Agency, Number 1 operations. 3.5 FIELD QUALITY CONTROL 1 .2 SUBMITTALS Quality/Premium, including limitations on thatch, weeds, diseases, B. Provide erosion control measures to prevent erosion or A. Satisfactory Sodded Lawn: At end of maintenance period, a healthy, A. Product Data: For each type of product indicated. nematodes, and insects, complying with TPI's "Specifications for displacement of soils and discharge of soil-bearing water runoff or well-rooted, even colored viable lawn has been established, fare of B. Certification of Grass Seed: From seed vendor for each grass-seed Turfgrass Sod Materials" in its "Guideline Specifications to Turfgrass airborne dust to adjacent properties and walkways. weeds, open joints, bare areas, and surface irregularities. -�-� monostand or mixture stating botanical and common name, Sodding." Furnish viable sod of uniform density, color, and texture, 3.3 LAWN PREPARATION 3.6 CLEANUP AND PROTECTION percentage by weight of each species, percentage of purity, strongly rooted, and capable of vigorous growth and development A. Limit lawn subgrade preparation to areas to be planted. A. Promptly remove soil and debris created by lawn work from paved germination, and weed seed. Include year of production and date of when planted. No growth reducing chemical or condition shall be B. Newly Graded Subgrades: Loosen subgrade in two separate areas. Clean wheels of vehicles before leaving site to avoid tracking 817 North Central Avenue packaging. acceptable. directions to a minimum depth of 4 inches (100 mm). Remove stones soil onto roads, walks, or other paved areas. Phoenix,Arizona 85004 1. Certification of each seed mixture for turfgrass sod, identifying B. Turfgrass Species: "Midiron" hybrid Bermuda or per drawing legend. larger than 1 inch (25 mm) in any dimension and sticks, roots, rubbish, B. Erect barricades and warning signs as required to protect newly ph 602.462.9000 fax source, including name and telephone number of supplier. 2.3 TOPSOIL and other extraneous matter and legally dispose of off site.. 602.462.9001 � g y p planted areas from traffic. Maintain barricades throughout maintenance C. Product Certificates: For soil amendments and fertilizers, signed by A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, screened, fertile, a. Lower elevation of planting soil to allow for soil thickness of sod. period and remove after lawn is established. H o v s T o N / product manufacturer. friable; free of stones 1 inch (25 mm) or larger in any dimension b. Unchanged Subgrades: If lawns are to be planted in areas unaltered 3.7 ACCEPTANCE OF WORK T Y N E R D. Qualification Data: For installer. noxious weeds, nut grass, and other extraneous materials harmful to or undisturbed by excavating, grading, or surface soil stripping A. After completion of wort[ and before beginning maintenance period, E. Material Test Reports: For existing surface soil and imported topsoil. plant growth. operations, prepare surface soil as follows: notify Owner 14 days prior to scheduling the maintenance inspection. Architecture F. Planting Schedule: Indicating anticipated planting dates and 1. Topsoil Source: Reuse surface soil stockpiled on-site or supplement 1. Remove existing vegetation. Do not mix into surface soil. B. Before scheduling the maintenance inspection insure that all tests Interior Design duration for each type of planting. with imported or manufactured topsoil from off-site sources when 2. Loosen surface soil to minimum depth of 6 inches (150 mm). and work related to irrigation is complete. 13444 G. Maintenance Instructions: Recommended procedures to be quantities are insufficient. Verify suitability of stockpiled surface soil to 3. Remove stones larger than 1 inch (25 mm) in any dimension and C. Insure plantings exhibit normal growth characteristics and are Bali Way established by Owner for maintenance of lawns and meadows during produce topsoil. Clean surface soil of roots, plants, sod, stones, clay sticks, roots, trash, vegetation, other extraneous matter, and legally substantially vigorous. Marino FAX 310 a calendar year. Submit before expiration of required maintenance lumps, and other extraneous materials harmful to plant growth. dispose of off site. D. Insure a fully functional irrigation system is properly installed to Del Rey 827-5292 period. D. Finish Grading: Grade planting areas to a smooth, uniform surface provide, adequate coverage. California 310 1 .3 QUALITY ASSURANCE p y p y 90292 827-5009 lane with loose, uniform) fine texture. Grade to within plus or minus E. Should Architect or Owner determine the work sufficient) A. Installer Qualifications: Installer whose work has resulted in 1/2 inch (13 mm) of finish elevation. Roll, rake, remove ridges, and fill incomplete or poorly installed, they reserve right to postpone or extend successful lawn and meadow establishment. depressions to meet finish grades. Limit fine grading to areas that can maintenance period until project is in acceptable condition. 1 . Installer's Field Supervision: Maintain an experienced full-time be planted in the immediate future. 3.8 FINAL ACCEPTANCE supervisor on site when planting is in progress. E. Moisten prepared lawn areas before planting if soil is dry. Water A. Notify Owner at least 14 days in advance of final inspection. Site B. Soil-Testing Laboratory Qualifications: Independent laboratory thoroughly and allow surface to dry before planting. Do not create must be in clean and properly maintained condition, with lawns mowed A recognized by State Department of Agriculture with experience and muddy soil. and trimmed, clippings removed, free from weeds/grasses, refuse 44 capability to conduct testing indicated and that specializes in types of F. Restore areas if eroded or otherwise disturbed after finish grading removed from planted areas with walks and drives dean and dry. tests to be performed. and before planting. •� � P 9� Operate remote control valves from controller, in sequence, and C. Soil Analysis: Furnish soil analysis by a qualified soil testing 3.4 SODDING provide enough time for Owner to inspect lawn areas being watered. '0 laboratory stating percentages of organic matter; gradation of sand, A. Lay sod within 24 hours of harvesting. Do not lay sod if dormant or Provide walkie-talkies for communication if directed. Instruct Owner, or V silt, and clay content; cation exchange capacity; sodium absorption conditions are not conducive to plan growth. maintenance representative on suggested watering times and cycles ratio; deleterious material; pH; and mineral and plant nutrient content B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and of irrigated areas. If all is in order, or can be made so within 24 hours, of topsoil. sides of sod; do not stretch or overlap. Stagger sod strips or pads to site will be accepted verbally at this time, or extended until such time 1 . Report suitability of topsoil for lawn growth with state recommended offset joints in adjacent courses. Avoid damage to subgrade or sod as site can be accepted. Should project require additional -' quantities of nitrogen, phosphorus, and potash nutrients and soil during installation. Tamp and roll lightly to ensure contact with maintenance, Owner will notify involved parties at this time. < )W* ,• amendments to be added to produce satisfactory planting soils. subgrade, eliminate air pockets, and form a smooth surface. Work END OF SECTION 02920 , J Z �00 D. Preinstallation Conference: Conduct conference at site as directed sifted soil or fine sand into minor cracks between pieces of sod; V p by Owner. remove excess to avoid smothering sod and adjacent grass. 1 .4 DELIVERY, STORAGE, AND HANDLING 1. Anchor sod on slopes with wood pegs or steel staples spaced as Z A. Seed: Deliver seed in original sealed, labeled, and undamaged recommended by sod manufacturer but not less than 2 anchors per O < containers. sod strip to prevent slippage. Z rn.;B. Sod: Harvest, deliver, store, and handle sod according to C. Saturate sod with fine water spray within two hours of planting. a requirements in TPI's "Specifications for Turfgrass Sod Materials" and Commence use of irrigation system as soon as possible or report C W "Specifications for Turfgrass Sod Transplanting and Installation" in its problems to Owner. During first week, water daily or more frequently v "Guideline Specifications to Turfgrass Sodding." as necessary to maintain moist soil to a minimum depth of 1-1/2 inches Q 1 .5 SCHEDULING (38 mm) below sod. Power roll sod using a 500-pound roller in two K _Z A. At Contractor's option upon Owner approval based upon overall directions. schedule of construction. B. Proceed with planting only whey. existing and forecasted weather conditions permit. J 1 .6 LAWN MAINTENANCE a A. Begin maintenance immediately after each area is planted and continue until acceptable lawn is established, but for not less than 90 days from date of Substantial Completion. a. When full maintenance period has not elapsed before end of planting season, or if lawn is not fully established, continue maintenance during next planting season. B. Maintain and establish lawn by watering, fertilizing, weeding, mowing, trimming, replanting, and other operations. Roll, regrade, and replant bare or eroded areas and remulch to produce a uniformly TRACT *28818 smooth lawn. FOR SUBMITTAL C. Watering: Use irrigation system or provide and maintain temporary 100% BID SET 9 piping, hoses, and lawn watering equipment to convey water from 3/0V06 sources to keep lawn uniformly moist to a depth of 4 inches (100 mm). Aicrry COMMENTS/ -- - ---- ay out temporary watering system to avoid walking over muddy or siaros a newly planted areas. 2 CRY COMMENTS D. Mow lawn as soon as top growth reaches 2 1/2" height. Repeat ACITY 325/05 mowing to maintain specified height without cutting more than 40 percent of grass height. Do not delay mowing until grass blades bend 4f22/05 ® CRY COMMENTS 0 over and become matted. Do not mow when grass is wet. Schedule initial and subsequent mowings to maintain the grass height A\ snorosOWNER COMMENTS . appropriate for the species and desired effect. DESIGN 0 DEVELOPMENT • CONSTRUCTION DOCUMENTS O PACKAGE o O CONSTRUCTION December 29, 2004 -- S 3 �� LM } - f Ms 2oax3s mA Z These plans have been reviewed'by the Coachela Valley Water Distrid in accordance DMSION 2 with Water Code Title T. Division 1, Chapter 3,Article 10.8, Section 65597 eL Seq. SITE WORK Requiring efficient landscape and irrigation design in cooperation with the kcal govemrg agency(City or County). LANDSCAPE •Approval of this drawings by CVWD Staff does not constitute approval to encroach into district and USBR rights-of--way. Trees,plants, wars and permanent structures of any SPECIFICATIONS s kind may not be planted or instated in C VWD and USBR easements of right-or-way without first obtaining an encroachment permit from CVWD. Date: Water Management Supervisor 7 ,4 DeveloprneM Services Supervisor PLANTING SPECIFICATION SECTION 02950 4.2 Existing Material: Protect and maintain existing plant material and associated elements 9.0 PRUNING AND REPAIR not indicated for removal as necessary to ensure survival. 6.5 Palm Backfill: 100% native soil unless noted otherwise on drawings. Skin palms to within � 1.0 GENERAL CONDITIONS 9.1 Use ISA guidelines for accepted prunning methods, and conflicts of safety for pedestrians and 4.3 Preconstruction Conference: Arrange pre construction conference with related Plant palms solid enough so as not to require bracing.4 feet of heads. If skinning is not done prior to planting, perform prior to acceptance of work. vehicles. Perform work under supervision of certified Arborist after review of scope of work and if 1.1 Site inspection: Bidder is required to inspect site and become thoroughly informed of contractors and subcontractors, Owner and Landscape Architect to review drawings before directed by Landscape Architect and Owner. existing conditions. Notify the Owner in writing of discrepancies between existing conditions work is performed. Purpose of conference is to discuss the project in detail, including 6.6 Tree Staking: Refer to drawings. Guying and brace trees if necessary to remain upright and those shown on drawings prior to bidding and beginning construction. scheduling of work, site preparation, interpretation of documents and to answer questions and if directed by Owner and City of Palm Desert. 9.2 Prune and repair injuries to trees and shrubs per ISA Guidelines in accordance with accepted a groupe that may arise. Unless followed up in writing, verbal authorizations or acknowledgment by horticultural practices as required or directed by Landscape Archited. Limit pruning to minimum Landscape Archikxt" 1.2 Project Completion: Defined as date construction and punchlist is complete and anyone resent are not binding. Notify Owner and Landscape Architect 10 days prior to date necessaryto remove dead and injured twigs and branches. Review of work with LandscapeEnvironmental Design Y P 9• fY P Y P 6.6.1 Pressure Treated Lodge Pole Staking: 21 " diameter, minimum 10' Ion knot free � g ��maintenance period begins. requested for conference. g g �2 g' Architect and Owner prior to execution. Excessive repair and pruning which compromizes the Pine "lodge pole", length as required below grade to firmly anchor tree. Hammer 8" intended aesthetic quality in the opinion of the Owner are cause for rejection. 1.3 Warranty Period: Time during which Contractor is responsible for health and 5.0 STANDARDS minimum into undisturbed soil, align vertically and parallel to prevailing winds. Stake tree replacement of plant material. without interference to branch structure. Guying & Bracing: Refer to drawings for guying. �. p p Y g g= g g Y 9 8.0 WARRANTY AND REPLACEMENT 5.1 Quantity: Quantities on plant list, if shown, are for Owners reference, estimating or City Use fabricated earth anchor system 'duckbill' by Foresight products. Use kits sized to tree V and install per manufacturers spec. www.earthanchor.com. 1.4 Work Experience: Provide with bid submittal written verification of 3 years demonstrative approval purposes only, and are not to be considered accurate for bidding. Install )ant P P PP P rP y, 9• P 8.1 Guarantee lawn and planting to be alive and in satisfactory condition for a period of 1 year from ability to perform work specified herein. Past work shall be of similar type, scale and quality. materials shown on plans. Report significant differences between site and drawings to date of final acceptance unless otherwise noted. \ Owner immediately upon determining discrepancies. Failure to do so, requires Contractor to 6.7 Headers: Ref drawings for type of header. Construct headers flush with sidewalks and 817 North Central Avenue 1.5 Damage and Responsibility: Assume full responsibility for damage imposed, accidentally make additional plantings to fills aces, or other changes determined b Owner at one and one half inch above finish grade of decomposed granite. Use continuous curves p g p g y 8.2 Guarantee trees and palms for a period of 1 year from final acceptance. Phoenix,Arizona 85004 or intentionally, to existing utilities, buildings, or other amenities due to actions during Contractor's expense. and straight lines free of wiggles and dips. Stake and mark alignment and notify Owner 72 ph 602.462.9000 fax execution of work by contractor employees, and sub contractors. Protect work from damage hours in advance for opportunity to verify layout. Owner may review form work. Give 72 8.3 During warranty period, insure plants are in healthy, viable condition, or replace when notified by 602.462.9001 and theft and replace damage or stolen parts without additional cost until work is accepted in 5.2 Plant Material Substitution: At time of bidding, verify ability to purchase plant materials hours notice prior to pour. Owner reserves right to reject work improperly installed. Owner. Should difference of opinion arise over replacement, the Owner decision is final. H o u s T 0 N / writing by Owner. required to complete this work. Upon award of bid, make arrangements with suppliers for T Y N E R � adequate and ro erl sized materials as specified. If perceived shortage is determined 6.8 Sod: 'Midiron' hybrid Bermuda or as specified on drawings, warranted by grower to be 8.4 Guarantee re lacements fora eriod of 1 ear from the date of final acce farce q P P Y P P 9 P P Y P 1.6 Use of and Changes to Drawings: Drawings and specifications are property and either at time of bidding, or upon award of contract, may employ one of the following weed, insect, disease, and toxin free. Growth reducing chemical or condition will not be P Y P Y 9 Architecture copyright of a Landscape Architects, Environmental Designers and Planners and shall not methods: acceptable. Supply only with proper governing agency Inspection Certification, and from one Interior Design be used on any other work except by written authorization. Landscape architect preparing source. Cut and harvest stock, deliver and install within 24 hours of initial harvest-cut. Sod 9.0 ACCEPTANCE OF WORK 13444 these drawings is not responsible for, or liable for unauthorized changes to or use of 5.2.1 Contract Growing of Plants: When required on construction documents and sufficient delivered to site must have accompanying invoice/delivery tickets indicating time of cut, Ball Wa drawings. Changes to drawings must be in writing and approved by City of Palm Desert and lead time allows, plants shall be contract grown. Specified minimum time of 6 months per quantity delivered and any other pertinent information requested by Owner. 9.1 Before beginning maintenance period, insure irrigation system is full operational, tested and y P 9 P P 9 9 p g � Y Pe Marina FAX 310 Landscape Architect prior to commencement of work. container prior to moving into larger sizes, shall be waived, provided adequate roots develop complete. Provide on-site a set of as-builts for Owner review during maintenance inspection. 292 to hold soil together upon removal from container. Cost for contract growing shall be 6.9 Rye: Oregon grown perennial rye seed, 95% weed free. Del Rey 827-5310 1.7 Permits: Apply, obtain, and pay for required permits to complete the work. Forward stipulated to and agreed upon as a separate contract cost with Owner nor to commencing 9.2 Insure that tree, shrub and round cover quantities are according to Ian and at correctspacing, California 009 P 9 P P P • 9 9 q 9 P o copies to Owner. 7.0 INSTALLATION 90292 827-5009 P any work toward contract growing. and are in healthy, substantially vigorous condition. Notify Owner 14 days prior to scheduling inspection. V) 1.8 Trade Coordination: Construction and installation of items within these documents 5.2.2 Substitution of Materials: If above method proves inadequate, plant substitution 7.1 Stake tree locations as shown on drawings. Owner will field check layout of plants and •► requires close coordination between trades involved in underground/utility installation and approval is required from the Owner. Make recommendations in writing, for consideration. direct adjustment to final position before excavation begins. Give 72 hours notice prior to 9.3 Open valve boxes and controllers to expose hardware for inspection just prior to arrival of Owner. � PP q 9 P P P� 1 P � � location of other improvements. Provide coordination between trades to ensure successful Substitutions must be specified size material. Provide list of suppliers searched to Owner for scheduling work. Demonstrate operation of remote control valves from controller, in sequence, and provide enough '�"i U •U completion of project and avoid construction delays or damage to work, other improvements materials not available. Substitutions will not be considered prior to bidding. time for Owner to inspect areas being watered. Q 4� or utilities. 7.2 Notify Owner of rock calache, hard pan clay, utilities and other obstructions encountered •*y ^ Q 5.3 Nomenclature: Names of )ant materials on drawings are in accordance with Sunset's during excavation of plant pits. Alternative planting locations may be selected by Owner. 9.4 Owner reserves right to postpone or extend maintenance period until project is in acceptable �i ~ •C.0 P 9 9 P P Pe Pr'ol � 1.9 Underground Service Alert: Contact appropriate agency 48 hours prior to digging at NEW WESTERN GARDEN BOOK, latest edition, and/or as specified in plant list. If specific condition if work is found sufficiently incomplete or poorly installed. �"� .� '� 1-800-422-4133. Verify location and condition of utilities prior to construction. Exercise plant material is in question provide list for verification and determination. If requested, make areas. Soil Preparation: Remove ABC, rocks or foreign objects larger than 1"from landscape V extreme care in working near existing utilities. Perform pot holing if required at no additional areas. Visit site and coordinate work to assure this provision is complied with. Takeproper 9plant material corrections at no expense to Owner. P P 10.0 MAINTENANCE .t� cost to Owner. precautions for removal of existing turf not scheduled to remain. Eradicate aggressive � weeds. 5.4 Quality & Size: Quality and size of plant materials shall meet American Nursery 10.1 Maintain work for period of 1 year from date of final acceptance. 1.10 Insurance: Provide proof of license to conduct business and perform the scope of work Association Accepted Standards for size, shape and caliper unless specified otherwise on 7. � � shown in the documents as required by governing agencies having jurisdiction, worker's drawings. Remove rejected materials from site, and replace immediately. Decision of Owner license Weed Control: Remove weeds by mechanical methods or by spraying with herbicide by 10.2 Maintain ground cover areas weekly for first thirty days, biweekly thereafter. Remove weeds and < compensation, public liability, and property damage insurance as required per local code is final. Container grown plants shall have been grown in containers or boxes for a minimum license applicator. Repeat spraying as necessary. Control nut grass infestation as required. grasses and fine-tune irrigation system to ensure adequate coverage while minimizing overspray. , J Z and Owner's agreement. Treat round cover and decomposed granite areas with of six months, except when plants will hold rootball together upon removal from containers 9 P 9 pre-emergent. Follow �. " manufacturers recommendations for applications. Plastic liners will not be allowed. Provide 1 v O p� without being root-bound. Climatize plants grown outside of region for at least four weeks PP 10.3 Do not mow lawn until height reaches 2 � ". Keep heavy objects off lawns. 1.11 Hold Harmless and Indemnification Clause: Assume sole and complete responsibility in partial shade, during the summer not months, prior to delivery to site. Trees shall have a clean and weed free environment for plant material until end of maintenance period. 2 Z +, for job site conditions during course of construction, including safety to persons and straight trunks throughout their height, except multi-trunked material. Reject trees with weak 10.3.1 Fertilize lawn per soils test recommendations. Supply proof of fertilization prior to final O < property. This requirement applies continuously and is not limited to normal working hours. trunks incapable of supporting its full growth. 7.4.1 Broom sidewalks and paving daily during planting operation. Remove and dispose of " .� rA Hold Landscape Architect harmless from liability, real or alleged in connection with trash, empty plant containers and debris daily. Remove trash and equipment from site, and acceptance. Z P Y 9 PYP Y• M performance of work, except for liability arising from sole negligence of Landscape Architect. 5.5 Plant Material Procurement: Purchase trees cacti and succulents within 30 days of leave in broom clean condition upon completion of work. , u, Q oc wo o ' 10.4 Weed, spray (if Owner authorized in order to control pests), fertilize, mow, rake, sweep, mulch contract award. Forward written verification to Owner. Storage and maintenance costs to be replant and properly water to insure proper growth of plantings. V 1.12 Inspections: Notify governing agency and municipal representative prior to required borne by Contractor. 7.5 Berms/Grading: Landscape contractor shall be responsible for constructing the berms Rj ~ inspection. Notify Landscape Architect at least 72 hours in advance of required or desired as indicated on drawings. coordinate work of the mass grading contractor unless specified z inspection 602 462-9000. otherwise on construction documents. Landscape Architect will review 10.5 Maintain staking and remove at end of warranty period or as directed by Owner. _ � P ( ) 5.6 Source Qaulity Control: Plant stock inspected and certified by governing agencies p ew grading for aesthetics regulations at growing source and project site. prior to tree irrigation and site improvements. Civil Engineer shall approve grading based 1.13 Dimensions: Verify dimensions on job site. Notify Landscape Architects of upon drainage. Approvals must be obtained in writing prior to commencing landscape work. pro Owner observes right to extend maintenance period if in Owner opinion project is not being discrepancies prior to commencement of work. Notify Landscape Architect at least 48 hours prior to scheduled work. properly maintained during designated period. P P 5.7 Inspection: Plant materials are subject to acceptance or rejection at growing site, delivery and after installation by County Ag. Commissioner and Owner. Notify Owner after 10.7 Should maintenance period occur during transitional period of March through May, and 1.14 Questions: Landscape Architect will interpret drawings and specifications and render delivery of plant materials. The Owner may visit site, determine quality of stored materials, 7.6 Shrubs & Trees: Install in accordance with details shown on drawings. Plants to sit in a a September through November, Contractor is responsible to overseed with rye. an opinion on questions relating to acceptable fulfillment of contract. and notify Contractor of rejected materials. 2" deep basin (barely visible) Do not provide raised basins around planting 1.15 Job Site: Maintain premises clean and free of excess equipment, materials and rubbish 5.8 Product Delivery, Storage & Handling: Install plant materials as soon as practical, after pits. Plants injured or rootball broken during planting operations will be rejected. Cut larger 11.0 FINAL ACCEPTANCE incidental of the work including weekends and holidays. Dispose of rubble, trash or items containers as required to remove plant material without injury. inspection and approval. Protect sun sensitive plant materials during summer months. 11.1 Notify Owner 14 days in advance to schedule final inspection. Punch4ist items generated from � resulting from execution of work in a legal, lawful and safe manner. Delivery, maintenance and installation of plant material is responsibility of Contractor. Make arrangements to provide proper labor and equipment to avoid delays and rejection of plant 7.7 Mulch: (D.G.) Set finished grade 1 2" below top of header, walks, curb and pavings. Acceptance of Work, must be completed. Site must be in acceptable condition with lawns mowed and 2.0 WORK SPECIFIED HEREIN trimmed, clippings removed, planted areas free of weeds/grasses/refuse with walks and drives dean materials which have been on-site too long without planting. Plant material previously and dry. Reprogram final watering times and cycles of irrigated areas after initial times were set approved by the Owner may be rejected at delivery if it is determined that significant 7.7.1 Sod Installation: Install within 24 hours of harvest using staggered seam regimen, during construction process. Provide written watering schedules to Owner and maintenance staff. If TRACT #:28818 2.1 Included Items: Work specified includes labor, materials, equipment and services damage has occurred during shipping. Decision by Owner is final. Cost of shipping alternating each row so no two ends of sod are aligned to each other. Remove trimmings all is in order, or can be made so within 24 hours, site will be accepted verbally at this time, or necessary to complete improvements detailed and specified, including work reasonably replacement material shall be responsibility of Contractor. and scraps and power-roll using minimum 500 pound weighted roller. Roll lawn in '°`� incidental thereto. Be responsible for the following work unless otherwise specified on extended until such time as the site can be accepted. Letter of Acceptance will be presented to 100% BID SET P 9 P perpendicular directions making certain areas are rolled at least twice. Commence irrigation contractor within 14 days. Should project require additional maintenance, Owner will no involved drawings. Y P 1 q �Y .� 6.0 MATERIALS immediately. Areas not receiving adequate water due to imgation design or installation Q 3mv06 problems, shall receive immediate hand watering until system is functioning properly. parties at this time. Additional time/cost involvement required by Landscape Architect due to 1 CITY COMMENTS/2.2 Grading: Be responsible for continuation of maintenance period will be responsibility of Contractor. This time will be billed at are -- --- -- finish grade of plus or minus one quarter of a foot beyond 6.1 Mulch: Refer to drawings. Decomposed Granite: Free of lumps and foreign substances. Overseed sod installed from October 1 st-April 15 with rye. or when daytime highs 3/4i05 related civil grading and drainage documents. $10000 per hour plus expenses 2 CITY COMMENTS Use specified color from single source for entire work. Install 2,. . .deep throughout landscaped consistently less than 90 degrees F, and nighttime lows are above 60 degrees F, at the rate ------- - --- - areas. Water-in thoroughly to settle. Rake smooth. Do not roll or tamp unless specifically of 31/2 Ibs./1000 sq. ft. Keep lawns moist until germination and to produce an acceptable END OF SECTION Ct25 /05 2.3 Soil Preparation: Prepare soil and fine rake prior to planting lawns, groundcover, seeding directed to do so. stand of grass coordinate installation with Owner. --- 4� - ---- -- and decomposed granite installation. ® CITY COMMENTS 0 6.1.1 D.G. : Refer to drawings for size and color. 7.8 Lawn: Soil Preparation: grub, scarify, cultivate and remove debris including stones over --- 5no� 3.0 SAMPLES & TESTS 1" to a minimum depth of 6"; then set to grade. Stablish finish grade. Verify irrigation system OWNER COMMENTS 6.2 Sand: Course, granular concrete sand or grout sand (not mortar or silica sand), is functioning properly for 100% coverage of lawn. Repair system or report problem to DESK3N y 3.1 Mulch: Provide 1 qt of D.G. samples to Owner for review and approval. Provide 4'x4' site DEVELOPMENT ' conforming to ASTM C-33, thoroughly and uniformly washed, entirely free of oil or other Owner. Inform the Owner for inspection and approval prior to planting. ---- ----------------- - mockup of Owner selected D.G. for approval. deleterious substances. • C4NSTR>`ITS� 3.2 Soil Tests: Provide representative number of samples of soil analysis tests to determine BIDS 6.3 Topsoil: Free from non-organic refuse, noxious weeds, nut grass, thorny clay, clods, 0 PACKAGE amounts of fertilizer and amendments recommended for optimum gowth for the plantskb roots and material toxic to plant growth. Comply with recommendations of local horticultural _____- O CONSTRUCTION o specified. Owner reserves right to take and analyze samples of materials for conformity to -' ISSUE testing laboratory results for intended use. Excavation may need to extend beyond the first _ -- ----- 's specifications at any time. Furnish samples upon request. Immediately remove rejected 6" of soil on the site. / j DeCembef 29, 2004 materials from site and replace at Contractor's expense. Cost of testing of materials not CF2 -- - - -- ---------- - meeting specification will be at Contractor's expense. 6.4 Planting Pit Backfill: Use suitable site topsoil or material generated from plant pit - ----- ----- -------__ __ excavation. Remove excess. Do not physically compact material. Water to compact material - - 4.0 COORDINATION AND RESPONSIBILITY in 12" layers. r Ms - -- - 204139D% 4.1 Coordination: Coordinate irrigation work to insure successful integration with a landscaping. These plans have been reviewed*by the Coachella Va#ey Water District in accordance DIVISION 2 with Water Code Title 7. Division 1, Chapter 3,Ar&Jle 10.8, Section 65597 eL Seq. SITE WORK Requiring effircient landscape and krg inthe abnn design cooperation with local goven*W 4.2 Site knowledge: Before commencing work on site, become thoroughly acquainted with agency(City or county).layout of underground utilities and structures over entire site. Requisite repairs to correct *Approval of this drawings by CVWD Staff does not constitute approval to encroach into PLANTING T ING 5 damage caused by work of this section shall be at Contractor's expense. district and USBR fights-of-way. Trees,plants, walls and permanent structures of any SPECIFICATIONS s kind may not be planted or installed in C VWD and USBR easements of right-or--way without first obtaining an encroachment permit from CVWD. Date: Water Managemern Supervisor 7m5 Development Services Supervisor 1 DIVISION 3 - CONCRETE SECTION 03300 Exposed concrete surfaces shall include coloring agent as J. Once approved, install remaining work in accordance with 1. Upon completion of rough shaping and contouring, stake CAST-IN-PLACE CONCRETE manufactured by Davis Concrete Colors. Actual quantity of accepted schedule. Protect completed and approved concrete proposed wall centerline. Stakes shall indicate existing grade as SECTION 03200 PART 1 GENERAL coloring agent per approved sample. Refer to drawings for color or work from damage. Notify Owner for formwork review and finish well as face of wall top and bottom elevations. € CONCRETE REINFORCEMENT 1.1 SUBMITTALS as selected from manufacturers full range. approvals as required. 2. Upon completion of staking, receive Owner approval of PART 1 GENERAL A. Mix Design: For each class of concrete. 2.2 ACCESSORIES 3.3 CONSTRUCTION JOINTS AND CONTROL JOINTS proposed alignment, and wall height. Adjust field stakes as B. Product Data: Manufacturer's specifications for accessory A. Bonding Agent: Sika 'Sikastix 300' series by Sika Corp. or Euclid A. Place expansion, construction, and control joints as indicated on appropriate. 1.1 QUALITY ASSURANCE: products. Chemical company or equal. drawings and where required in walls and walks to ensure that 3. Adjust staking references and rough grades as necessary to A. Comply with ACI-301, Chapter 5, and AWS-1312.1 except where C. Manufacturers color charts, chips and samples for each color B. Non-Shrink Grout: Premixed compound consisting of undesirable thermal and shrinkage cracking are minimized. reflect field modifications. Confirm wall exposures and top of e groupe item specified. nonmetallic aggregate, cement, water reducing and plasticizing 1. See Drawings for locations of construction joints and control footing grades with Owner prior to footing excavation. more stringent requirements are specified. D. Copy of delivery tickets for each load delivered per ASTM C94 Landscape Archiiechas '$ agents; capable of developing minimum compressive strength of joints in slabs-on-grade and in topping pours. 4. Notify Owner for final review when excavation of footing is Environmentd 1.2 SUBMITTALS section 16. Design B. Shop Drawings: Show bending and placing of reinforcing. 1.2 QUALITY ASSURANCE 5,000 psi (34 MPa) in 28 days conforming to CRD-621. 2. If drawings do not indicate locations, verify with Owner prior to complete and wall forms/guidelines are in place. ,-� kL C. Preformed Expansion Joint Filler. ASTM D994 sealant color to placement of concrete. B. Tests: If required, inspection and testing of concrete mix will be Include diagrammatic elevations of walls at a scale sufficient) A. Standards: g jointing q performed by a testing laboratory. •g 9 Y match adjacent material or as selected. B. Provide additional reinforcing or ointin required at construction large to show clears the position and erection marks of marginal 1. ACI-301 and ACI-304 for measuring, mixing, transporting and • 9 Y P r'9 D. Expansion Joint Material: 1 Polyfelt#160 PF3 or equal unless and control joints at no additional cost. 1. Provide free access to Work and cooperate with appointed firm. t r of conc rete.cee. bars and their dowels and splices and bar arrangement for more p otherwise noted on the Drawings. C. Reinforcing shall be continuous through construction joints and 2. Tests of cement and aggregates may be performed to ensure than one layer of reinforcing steel in concrete sections. 2• ASTM C94 for measuring, mixing and delivery of ready mixed E. Liquid Curing Compound: VOC compliant, ASTM C309, Type 1, control joints. No concrete pour shall be longer than 60 lineal feet conformance with specified requirements. - - - - rtifi t Submit certified shall be, except that time in mixer after water has been added at Class B; acrylic type. W. R. Meadows Sealti ht VOCOMP-20. or more than 400 square feet in area. Provide shear keys as 3. Four concrete test cylinders shall taken for v cubic -C Certificates:es Sub ce ed mill test reports for review prior to batch plant is limited to 1-1/2 hours. � ry YP 9 q Y y be toe o every 50 B. Field Samples: F. Exposed Aggregate Concrete Retarder. required. , yards 76m3 or less cubic meters of concrete laced. One .� fabrication. PY ( ) P 1.3 DELIVERY, STORAGE AND HANDLING 1. Provide site sample of each type of concrete flatwork finish 1. Horizontal: Rugasol-S, Sika Corporation, Lyndhurst, NJ (800) D. Provide / inch wide expansion joint wherever slabs abut cylinder shall be tested after 7 days for information. Test two 222-7452 or Preco EAC-S Preco Plainview, NY 800 645-1237. vertical elements whether indicated or not. 817 North Central Avenue A. Shipping: Deliver reinforcement bundled, tagged and marked to showing texture and color, minimum 6'-0" square and one each ( ) cylinders after re days. Hold one cylinder for additional Phoenix,Arizona 85004 expansion, contraction and construction joint. G. Deformed Reinforcing Bars: ASTM A615, Grade 40. E. Provide vertical expansion joint in cast-in-place concrete and information, as required. ph 602.462.9000 fax facilitate sorting and placing. Tags shall indicate bar sizes, lengths, P 2.3 MIXES masonry walls as required by Structural Engineer. Confirm 4. Take one additional test cylinder during cold weather concreting, $ grade and other information corresponding to markings shown on 2• Construct sample panels in ample time prevent project delay and to allow for finishing and curing before requesting Owner A. Design of Mixes: ACI 301 and ACI 304, except as otherwise patterns and locations with Owner prior to construction. and cure on job site under same conditions as concrete it 602.462.9001 placement diagrams. 9 9 q 9 specified. Mix design may be revised according to contractor with 3.4 FINISHING HORIZONTAL SURFACES represents.review. P 9 Y 9 p B. Storage and Protection: Store reinforcement off the ground and t-i o u S T o N / 3. Construct sample panels where directed and prepare prior approval from the Owner's Representative with the A. Rake concrete into place, screed and compact with a light tamp, 5. Take one slump test for each set of test cylinders taken. T Y N E R in a manner to prevent damage. successive sample panels as required until Owner approves finish understanding that all structural and aesthetic requirements must except do not tamp topping and slabs not on grade. Screed with 6. Concrete which does not meet the compressive strength and color. be met. sawing motion and float surface to bring fines to the top. requirement at 28 days will be rejected, remove from site, and PART 2 PRODUCTS 4. Do not remove sample panels until authorized in writing by B. Selection of proportions for normal weight concrete: ACI 301. B. When concrete has hardened sufficiently so that excess fines dispose of legally. Architecture Owner and concrete work has been approved. Dispose of sample C. Mix and deliver ready-mixed concrete in accordance with will not be brought to the surface, trowel slab with a steel trowel to 3.9 PROTECTION Interior Design 2.1 MATERIALS panels in a legal manner when authorized. requirements of ASTM C94, Option A. a smooth surface free of pinholes and other imperfections. A A. Protect finished surfaces from stains or abrasions. Protect 13444 A. Reinforcing Steel: New billet-steel, deformed bars conforming to C. Tolerances: ACI-117, Paragraph 2. Construct concrete with 1. Not more than 90 minutes shall elapse from time water is mechanical trowel with rotating steel blades may be used for this surfaces or edges by leaving forms in place or by providing Ball Way minimum thickness as indicated level to within non-cumulative introduced into the concrete mixture until completion of placement. operation. temporary covers. Protect concrete from rain, flowing water or ASTM A615, Grade 60, (ASTM A615M, Grade 400)with a � 9 Morino FAX 310 dt di t i l Whe re ere classes are not provide 2. Do not add water to mix that has stiffened to increase its C. After surface has hardened sufficiently to ring under a trowel mechanical injury.minimum yield of 60,000 psi (400 MPa)for bars#6 (#20)and tolerances as follows � P � ry' Del Rey 827-5292 larger (ASTM A615M, ) Class A. workability. steel trowel again to a hard, burnished surface free of blemishes. B. Protect concrete surfaces from droppings of plaster, paint, dirt la er and ASTM A615, Grade 40, Grade 300 California 310 Class Tolerance 3. At no time shall concrete mix exceed a bulb thermometer A mechanical rotating trowel will not be permitted for this and other marring by covering with polyethylene plastic sheet, well with a minimum yield of 40,000 psi (300 MPa)for bars#5 (#15) A 1/8" in 10'-0" 90292 827-5009 c _ reading of 90 degrees F. (32 degrees C.)or over. operation. lapped and sealed. Maintain covering in good condition until 2 and smaller, unless noted otherwise on Drawings. B 1/4" in 10'-0" 4. Use ice or other method to keep concrete below 90 degrees F. D. Use a small radius edger on edges of exposed Work. Use a danger of damage is past. I B. Welded Wire Fabric: ASTM A185 using bright steel wire meeting D. Testing: Comply with Section 01400 - Quality Control. Provide (32 degrees C.) temperature. deep cutting, scoring tool to provide scoring as indicated. I the requirements of ASTM A82. Gauges and dimensions as noted testing agency with the following: D. Use of water reducing admixture if needed in concrete shall be E. Finish surface to match approved samples in terms of END OF SECTION 03300 on the Drawings. 1. Incidental labor required to facilitate testing. submitted for approval. Proportion in accordance with appearance and quality. Owner reserves the right to reject work im C. Chairs: Galvanized steel or plastic tipped. 2. Minimum 24 hour advance notice when concrete is to be placed. Manufacturer's recommendations. Delivery tickets shall state the displaying deviations or inconsistencies from the approved 3. Storage facilities for concrete test. 0 D. Tie Wire: ASTM A82, 16 gauge (1.6mm)or heavier, black amount and kind of admixture. samples. 4� � 4. Materials, samples, and access to materials as required for E. Air Entraining Admixture: Concrete such as exterior slabs, F. Fine, Medium and Heavy Broom Finish: In accordance with • A 0 annealed. testing. E. Welding Rods: E-70 Series for A615 Grade 40 (ASTM A615M, 5. Provide testing in accordance with the following: perimeter foundations, and exterior curbs and gutters which will be approved sample. Grade 300) reinforcing, and E-90 Series for A706 reinforcing; low a. All concrete: One set of tests for each 50 cubic yards of subject to freezing temperatures while wet and during the life of 3.5 SPECIAL FINISHES: the structure, shall have a water cement ratio not exceeding 0.53 A. General: r 1 hydrogen conforming to AWS A-5.1. concrete unless otherwise directed by Contractor and approved by v and contain entrained air in accordance with ACI 212.3R. 1. Obtain cement and aggregates from a single source for 2.2 FABRICATION: Owner. F. Compressive Strength (28 day): 3000 psi minimum. Refer to specialty concrete finishes to provide uniformity in appearance and A. Shop fabricate bars to greatest extent practical. Bend bars cold. E. Mix designer qualifications: Engage a technical agency familiar color. Make bends for stirrups and ties around ins having diameters at with local construction conditions and materials. This technical Paragraph 2.01 B, 2.a. P P 9 G. Slump: 4 inches maximum 2. Place concrete at a maximum slump of 5 inches (127 mm). least 2 times the thickness of the bars; for other bars 1 inch (25 agency shall be other than the testing agency engaged by the Contractor. B. Ex H. Color Admix: comply with Manufacturer's printed instructions. Rake concrete into place, screed and float. Do not tamp.osed -.+ kL Aggregate at mm) diameter and smaller, 6 times the thickness; for larger bars 8 p gg eg a Concrete Finish: Conform to PCA t times the thickness. F. Mix designs: Review of mix design by Owner shall in no way PART 3 EXECUTION Publication No. IS171.01A"Exposed Aggregate Concrete." , Z t relieve contractor of responsibility for performance of concrete. Do Produce and finish in following manner. not begin concrete production until mixes have been reviewed and v O approved PART 3 EXECUTIONS proved by Owner. 3.1 PREPARATION 1. Horizontal Exposed Aggregate Slabs: Produce by use of ap A. Prior to placing concrete compact subgrade as necessary to retarder agent applied to concrete surface per manufacturer - 3.1 EXAMINATION: 1. PROJECT CONDITIONS Do not place concrete during rain unless adequate protection conform to structural drawings, soils report requirements and as printed instructions for penetration of 3/16 inch (4.8 mm)or as �- A. Determine weldability of reinforcing steel by laboratory chemical has been provided. specified in Earthwork section. determined by approved samples. O t analysis and weld. Only steel conforming to AWS D12.1. B. Cold weather protection, comply with ACI-306R, 2. Confirm general layout, grade, expansion and control joint 2. Exposed Aggregate Finishing: Remove surface retarded mortar j Z Provide sufficient protection material in advance of the time when locations with Owner prior to placing concrete. with water pressure stream from hose and a stiff brush within a �""� 3.2 PLACING REINFORCEMENT period of 12 to 24 hours after placement, depending upon Q LU � daily mean temperatures are expected to drop below 40 degrees F 3. Use clean equipment. P P Pe 9 P c CX A. General: (4 degrees C). 4. Remove debris and foreign material from forms. temperature and climatic conditions at time of placement. Follow v "' lir 1. Place in accordance with ACI 318 and as shown. C. Hot weather protection: Comply with ACI-305R. 5. Remove concrete laitance from reinforcing steel. retardant manufacturer's specifications to obtain exposed � 2. Accurately place reinforcement and secure with tie wire at 1. When air temperature or form temperature exceed 38 degrees 6. Wet wood forms and masonry units in contact with concrete. aggregate finish to match approved sample. Z intersections. C (100 degrees F.), control concreting as follows. 7. Presoak ground below forms with water until moist. 3. Curing: Upon completion of placement and finishing, and not $ 3. Maintain reinforcing in proper position by chairs, bar supports or a. Cool forms to a maximum 27 degrees C (80 degrees F); B. Verify vegetation clearing and flatwork grading is performed more than 24 hours after placing, apply specified curing other approved devices. b. Cool concrete to a maximum 21 degrees C (70 degrees F) prior to concrete layout and install. compound. Do not use curing compounds or fine water mist which 4. Support bars in footings on precast concrete blocks. The leaving the mixer, C. No wood other than built-in bucks or nailing blocks will be would be detrimental to color uniformity. c. Adjust concrete mix to retard set with retarding admixture if permitted to remain permanently inside the forms. C. Salt Finish: Broadcast rock salt on steel trowel finish and wash bending or field cutting of bars around openings or sleeves will not included in design mix and adequately tested. D. Coordinate necessary trades required to provide sleeves, bolts, away when set. I be permitted. d. Take additional measures as directed b concrete supplier. anchors, 3 B. Lap bars 32 diameters at splices or a minimum of 12 inches Y pp holes, and blockouts, to be built into concrete. D. Exposed to View Sack Finish: Provide smooth finish for 3.2 PLACEMENT OF CONCRETE exposed surfaces, which are to receive an integrally colored, sack (300 mm), except as otherwise indicated. Stagger splices in PART 2 PRODUCTS A. Concrete Work: In accordance with ACI-301 except as finish. Remove fins, projections indentations; patch defective areas adjoining horizontal bars at least 6 feet(1.8m). Hook horizontal amended by this Section. Note that not all paths and walkways with cement grout and rub smooth. bars around comers not less than 24 diameters, with a minimum of 2.1 MATERIALS may be concrete truck accessible. Repair improvements damaged E. Fishscale: Hard trowel in a consistent size and pattern 12 inches 300 mm per details. A. Portland Cement: ASTM C150, Type 11, alkali content not to b orientation. Match approved sample. ( ) p y concrete placement. PP p C. Concrete protection of reinforcing shall be not less than: exceed 0.6 percent. Use one brand and type of cement, made by B. Forming and Placement: Reestablish final grades if necessary F. Artistic Imprints: At appropriate time as directed during curing, well known acceptable manufacturer, and one plant throughout and ensure sleevin rade is place re selected items in framework and trowel to imprint. project. 1. 3 inches (75 mm) where concrete is poured against and 9 is in place, trenches and su� P P permanently exposed to ground. compacted prior to forming. Secure items in framework prior to pour. Take car to prevent B. Aggregate: C. Gain Landscape Architect's final approval of alignment and damage during consolidation of concrete. Match approved TRACT *28818 2. 1-1/2 inches (38 mm) where concrete is poured against forms 1. Structural Concrete: Clean, coarse aggregate and gravel, free grading prior to setting forms. samples. but may be in contact with ground, #5 and under, 2 inches (50 mm) from foreign matter, conforming to ASTM C33. Aggregate shall be FOR SUBMITTAL for#6 and larger. graded from coarse to fine in accordance with ASTM C33. D. Insure elevation for forms are as shown on Drawings or as 3.6 REPAIR OF SURFACE DEFECTS otherwise field adjusted and approved by Owner. A. Modify or replace concrete not conforming to required lines, 100% BID SET 3. 1-1/2 inches (38 mm) minimum in exterorface of exterior walls 2. Mix description: 300 psi Size #57 Flowing Natural (uncrushed), 1. Horizontal and vertical curves must be smooth with no abrupt detail and elevations. 3/p� exposed to weather but not in contact with ground. Sunward Materials Product Code: 203011 or equal. Weights per cubic yard (saturated, surface-dry) transitions at direction changes. Set forms plumb. B. Repair or replace concrete not properly placed, resulting in ACITY COMMENTS/ 4. Refer to structural engineers drawing for additional 2. Set a minimum of 500 linear feet of forms at any time for review, excessive honeycombing and other defects. Receive Owner Yield Cu. Ft. 3/4/05 requirements. adjustment and approval. approval to patch, repair or replace concrete. 2 CRY COMMENTS D. Clear distance between bars shall be not less than 1-1/2 tifree ASTM C-150, Type Low Alkali, 2.39 3. Adjust forms if formwork does not conform to design intent and C. Patching mortar shall consist of same materials and proportions - -- ASTM C-33, Fine Agg gregate, LB 1409 8.62 3/25/05 - - of w 1111[Imes maximum size of coarse aggregate unless noted 3/4" Minus Natural Aggregate, LB 1684 6.587 predetermined field adjustments as well as aesthetic functional as original concrete except omit coarse. When color match is Q CRY COMMENTS otherwise. Water, LB (Gal. U.S.)296 (35.5)4.75 specifications. required, seek color manufacturer advise on mixture to produce a Q 4/22M E. Bars may be moved as necessary to avoid interference with Air Entrainment, percent 1.0 . 0.27 E. Convey concrete from mixer to place of final deposit by methods cured finished color to match the adjoining concrete surfaces. 4 CRY COMMENTS ° other reinforcing steel, conduits or embedded items. If bars are TOTAL 27.00 which will prevent segregation of aggregate or loss of material. D. Cracks caused by expansion, shrinkage and the like that occur -" 5/10/05 moved more than one bar diameter or enough to exceed code Water reducer: ASTM C-494 Type A Daracem 42.30 oz. Place concrete at such a rate that concrete is at all times plastic in natural color concrete through final acceptance shall be carefully OWNER COBS and to insure a practically continuous flow of concrete. Concrete patched with floorstone, epoxy grouting mortar or other method tolerances, resulting arrangement of bars shall be subject to Water reducer: ASTM C-494 Type A WRDA-32 18.80 oz. O DESIGN-_--- Water/cement ratio (lbs./lb.)0.63 not in place 1-1/2 hours after water has been added at batch plant acceptable to Owner. DEVELOPMENT review of Owner's Representative. may be rejected b Owner. 3.7 CURING -- _---- F. Do not use bars with kinks or bends not indicated. Do not bend Slump (1" tolerance allowed)6.00 in. Y J Y CONSTRUCTION Concrete unit wt., pcf 147.5 F. Place concrete as nearly as practicable in its final position to A. Protect freshly deposited concrete from premature drying and DOCUMENTS_ _ or straighten reinforcement in a manner that will weaken the C. Admixtures: avoid segregation due to rehandling or flowing. Do not deposit maintain at relatively constant temperature for period of time O BID/PRICING material, or be bent after being partially embedded in hardened 1. Air entraining admixture: ASTM C260. concrete that has partially hardened or been retempered. necessary for hydration of cement and proper hardening of -__ PACKAGE._ concrete. 2. Use set-retarding admixtures during hot weather only when G. Thoroughly compact and consolidate concrete by suitable concrete. O CONSTRUCTION ° 3.3 CLEANING: approved by mix designer and Architect. means during placing to prevent void around reinforcement, B. Curing shall immediately follow the finishing operation. Keep ISSUE Use of calcium chloride or fly Y Y 9 A. During execution of work and upon completion, remove excess y ash is not permitted. embedded items and comers of forms. concrete continuous) moist for at least 7 days using one of the DeCembef 29, 2004 materials, equipment and debris and dispose of off premises. D. Water: Potable. 1. Use vibrators to aid in consolidation of concrete, operated by following materials or methods. -- --- ---- - �, ! Leave work in clean condition. E. Coloring Agent: experienced personnel. 1. Polyethylene film securely held in place. LM END OF SECTION 03200 2. Design forms to withstand action of vibrators. 2. Liquid curing compound applied at a rate of 200 square feet per 3. Keep one spare operating vibrator on job during concrete gallon (5m2/1) at broom finished concrete, 600 square feet per VIP MS_ operations. gallon (15m2/1) at troweled concrete, using a long nap roller, spray H. Finish concrete surfaces per approved sample. application will not be allowed. 20413901A a I. Advise Owner when first pour has set and is ready for inspection. C. Prevent rapid drying of concrete at end of curing period. DIVISION ISION 3 Do not proceed until aesthetic quality of initial installation has been D. During curing period, protect concrete from damage by �- r� accepted. mechanical disturbances; particularly load stresses, heavy shock, - CONCRETE and excessive vibrations. Protect finished concrete surfaces from r-AM damage damage caused by construction equipment, materials or methods. s 3.8 FIELD QUALITY CONTROL A. Review wall preparation and construction according to the following process. Provide 48 hours minimum notice prior to review. L706 DIVISION 4 - MASONRY- SECTION 04220 3.2 FIELD QUALITY CONTROL CONCRETE MASONRY UNIT PART 3 EXECUTION 11. Solidly grout in place bolts, anchors and other items within wall SECTION 04100 A. General: At Owner discretion, tests and inspections may be construction. MORTAR AND MASONRY GROUT required as necessary to verify quality and strength. Laboratory PART 1 GENERAL 3.1 EXAMINATION 12. Fully grout jambs and head of metal doorframes connected to PART 1 -GENERAL tests shall conform to applicable ASTM standards and tests. A. Examine supporting structure and conditions under which masonry. Fill frames as each 2 feet(600 mm)of masonry is laid. B. Testing Laboratory: Inspection and testing of mix will be 1.1 SUMMARY masonry unit is to be installed, and notify Owner, in writing, 13. Use extreme care to prevent grout or mortar from staining face 1.1 SUMMARY performed by a testing laboratory. Testing laboratory, in addition to A. Section Includes: conditions detrimental to proper and timely completion of Work. Do of the masonry. A. Section Includes: meeting requirements of ASTM E329, must be a state DOT 1. Concrete masonry unit construction shown on Drawings and not proceed until unsatisfactory conditions have been corrected in 14. Immediately remove grout or mortar, visible on face of a group. 1. Mortar and masonry grout work as shown on Drawings and as approved laboratory competent to perform cement physical testing. specified. In case of conflicting information, structural drawings a manner acceptable to Installer. masonry. $ specified. C. Frequency: As determined by Owner based upon total time for supersede written specifications. B. Do not use units with chips, cracks, or other defects which might G. Provisions for other trades and built-in items: Landscape ital D sign 1.2 SUBMITTALS construction of masonry with not less than two tests per each level 1.2 SUBMITTALS be visible in the finished Work unless otherwise acceptable to the 1. Build in items required and indicated, including; but not limited Environmental Design A. Mix Designs: of masonry construction, foundation to roof or floors. A. Product data: Submit manufacturers literature and specifications Owner. to, reinforcing steel, anchors, flashings, sleeves, frames, structural g 1. Submit mix designs and samples to Owner for review prior to D. Mortar for each type of concrete masonry unit to be used in work. Include C. Do not place units on frozen substrate; remove and replace steel, loose lintels, anchor bolts, nailing blocks and miscellaneous delivering materials to site or co 1. Testing per ASTM C780. certification and test data that units comply with specified masonry unit Work damaged by frost or freezing. iron. commencing work. • a. Mortar Mix Design: Furnish accordance with ASTM C270. 2. For determining hardened mortar properties, prepare 3 test requirements. D. Do not use frozen materials or materials mixed or coated with 2. Enclosures for pipes and conduits: specimens for each test age and property. A strength test shall be B. Samples: ice or frost. Do not lower freezing point of mortar by use of a. Construct slots, chases, cavities, and similar spaces as required - -- - b. Grout Mix Design: Furnished by either grout supplier or an the average of the strengths of the specimens tested at the age 1. Each type of CMU specified. Select units to show range of color admixtures or antifreeze agents, and do not use calcium chloride in to achieve proper level indicated and as directed. independent testing laboratory. Submit comprehensive strength g g g YP P g g p p specified. and texture. mortar or grout. b. Do not Cover pipe, conduit chases or enclosures until advised data with mix design submittals when pozzolans are used. 3. Specimens shall be tested at 7 and 28 days. 2. Complete selection of manufacturer standard and custom 3.02 PREPARATION that Work has been inspected and approved. 1.3 PROJECT/SITE CONDITIONS: 4. In case of dispute, the mortarproportions must be tested in colors. A. Protection: Protect sills, ledges, offsets and otherprojections 3. Pre Preparation of walls to receive waterproofing: 817 North Central Avenue P 9 P � g' Phoenix,Arizona 85004 A. Environmental Requirements: accordance with the Property Specification of ASTM C270. 3. Owner review is for color and texture only. Compliance with from dropping of mortar and grout. a. Parget: Dampen masonry walls and parget in one uniform coat 1. Hot Weather Requirements: Wet mortarboard before loading E. Grout: other requirements remains contractor responsibility. 3.03 ERECTION, INSTALLATION, APPLICATION of mortar to achieve minimum 1/8 inch thickness. Steel trowel ph 602 . foot and cover mortar to retard drying when not being used. 1. Testing per ASTM C1019. C. Shop drawings: Plans sections and details at appropriate. Scale A. General Requirements for Concrete Masonry Walls: surface smooth and flat with a maximum surface variation of 1/8 602462. 000 462.9lpl 2. Cold Weather Requirements: In accordance with 2. Three test specimens shall constitute one sample. A strength to show modular planning, color , patterns and special conditions 1. Workmanship: Provide Standard Level workmanship as defined inch per foot. test shall be the average of the strengths of the specimen tested at and supplement design drawings. b AMG Standard 107 or state mason guide standards inproject b. A I waterproofing membrane in accordance with t-i O u s T O ry "Recommended Practices and 'Guide Specifications for Cold 9 9 P pp g g Y ►Y 9 Apply rP 9 T Y N E R Weather Masonry Construction by IMIAC; provide adequate the age specified. 1.3 QUALITY ASSURANCE locale. manufacturer's recommendations. 3. Specimens shall be tested at 7 and 28 days. A. Standards: 2. Lay units in uniform and true courses, level and plumb to height 3.04 FIELD QUALITY CONTROL equipment for heating mortar and grout materials, when air Architecture temperature is below 40 degrees F. 4 degrees C. . Temperatures 4. Compression strength will be considered satisfactory if average 1. Comply with state requirements of Masonry Guild in project indicated on Drawings to tolerances specified in Section 2.3.3.2 of A. Lay CMU walls as detailed on Drawings for Owner review and P 9 ( 9 ) P Standard or Economy in this ACI 530.1. approval prior to grouting cells. Notify Owner 48 hour's minimum Interior Design of three consecutive tests of grout is equal to or greater than locale. Reference to Custom, y pp p g g fy of the separate materials, including water, shall not exceed 140 g g y masonry y p masonry Modify 13444 degrees F. (60 degrees C.)when placed in the mixer. When air specified strength and no individual strength test falls below Specification shall be as defined in latest edition of AMG Standard 3. La concrete mason unit in such a way that cracks are not prior to mason review. Modi walls as directed. specified strength by more than 500 psi (3.5 MPa). 107. formed at time unit is placed in wall. B. Tests: At Owner discretion, inspection and testing of masonry Bali Way temperature is below 32 degrees F. (0 degrees C.), maintain F. Test reports: Testing Agency shall distribute copies of reports to 2. Comply with requirements of ACI 530.1/ASCE 6 "Specifications 4. Do not wet units before being used. Install dry units. shall be performed by a testing laboratory. Marina FAX 310 mortar temperature on boards above freezing. Owner and Controller. for Masonry Structures", except as otherwise indicated. 5. Adjusting Units: 1. Provide free access to Work and cooperate with appointed firm. Del Rey 827-5292 3.3 CLEANING B. Regulatory Requirements: Masonry materials and workmanship a. Install units level, plumb and straightened into final position 2. Build and test 3 masonry prisms in accordance with ASTM E PART 2 - PRODUCTS A. During the course of the Work and on completion, remove and shall meet requirements of building codes, which are applicable to while mortar is soft and plastic enough to ensure a good bond. 447 Method B for each 5,000 square face feet of wall, but not less California 310 jurisdiction in Project locale. b. Avoid over-plumbing and pounding of comers and jambs to fit than one set of 3 mason risms for theproject. 90292 827-5009 S dispose of excess materials, equipment and debris away from jP 9 P 9 j masonry p 2.1 MATERIALS premises. Leave Work in clean condition. 1.4 DELIVERY, STORAGE AND HANDLING stretcher units after they are set in position. 3.05 ADJUSTING END OF SECTION 04100 A. Transport and handle masonry units in such a manner as to c. If position of unit is shifted after mortar has stiffened, or bond is A. Pointing of Mortar Joints: A. Mortar 9 � w 1. Cement: Type II Portland cement conforming to ASTM C150. prevent chipping and breakage. broken or cracks are formed, re-lay unit in new mortar. 1. Point and fill holes and cracks in exposed mortar joints. tw 4-+ 4-4 B. Deliver and store materials in dry, protected areas. 6. Provide openings in masonry walls where required or indicated. 2. Cut out defective mortar joints to a depth of at least 1/4 inch (6 2. Aggregate: ASTM C144 clean, sharp and well graded and free SECTION 04150 C. Keep free of stain or other damage. Provide bond beam unless otherwise noted. mm). A from injurious amounts of dust, lumps, shale, alkali, surface MASONRY ACCESSORIES D. Locate storage piles, pallets, stacks or bins to avoid or protect 7. Cutting of masonry: Cut exposed units with power driven 3. When cutting is complete, remove dust and loose material by Q v i.♦ coatings and organic matter, except that no less than 3 percent nor material from heavy or unnecessary traffic. carborundum or diamond disc blade saw. When using 'wet„ cutting brushing or vacuuming. •rl A 0 more than 10 percent shall pass a No. 100 sieve. PART 1 GENERAL E. Replace damaged material at Contractor's expense. methods, clean water shall be used on exposed units. allow units 4. Prehydrate mortar for pointing by mixing dry ingredients with 3. Hydrated Lime: ASTM C207, Type S. 1.5 PROJECT/SITE CONDITIONS to dry before setting. only sufficient water to produce a damp mass of such consistency G 4. Water: Clean and potable. 1.1 SUMMARY A. Hot Weather Requirements: 8. Anchor masonry units facing against or abutting concrete that it will retain its form when pressed into a ball with hands but �--+ B. Grout: A. Section Includes: 1. When ambient air temperature exceeds 100 degrees F.(38 members by use of dovetailed flat bar anchors inserted in slots will not flow under trowel. P V C.rees 1. Anchors, ties and reinforcing for masonry. de or when ambient air temperature exceeds 90 degrees built into concrete. �i 1. Cement: Type II Portland cement conforming to ASTM C150. 1.2 SUBMITTALS g )' P � 5. Allow mortar to stand not less than one hour nor more than 2 � 2. Aggregate: ASTM C404 and as follows: F. (32 degrees C.) and wind velocity is greater than 8 mph (13 a. Space anchors not more than 16 inches (400 mm) vertically and hours, after which remix with addition of sufficient water to produce A. Product Data: Manufacturer's brochures depicting each of the km/h), implement hot weather protection procedures as submitted 24 inches (600 mm) horizontally. satisfactory workability. a. Sand: Size No. 1 for fine aggregate. mason accessories which will be used prior to delivering � masonry P 9 to Owner. b. Maintain a space not less than / inch (12 mm)width between 6. Pointing mortars shall be identical to adjacent mortar in similar ti b. Pea Gravel: Size No. 8 for coarse aggregate. materials to the site or commencing the Work in this Section. 2. Do not spread mortar beds more than 4 feet 1200 mm ahead mason and concrete members and keep space free of mortar or 9 3. Water: Clean and potable. 1.3 QUALITY ASSURANCE p ( ) masonry P P joints and finish results shall match and be indistinguishable from � < of placing block units. other rigid materials to permit differential movement. original mortar used. i J Z 2.2 MIXES A. Comply with Masonry Guild Standard Practices for project 3. Place block units within one minute of spreading mortar. B. Bonding Pattern: As indicated on drawings, running bond or as 7. Premoisten joint and apply mortar tightly. A. Mortar: ASTM C270, Type S locale. B. Cold Weather Requirements: necessary and plumb throughout face of wall. 8. Tool to match adjacent joints. Q O 1. Measurement: Accurate) measure materials b ASTM C270 b 1.4 DELIVERY STORAGE AND HANDLING � Y Y Y � 1. Fully protect concrete masonry unit against freezing and C. Mortar Joints: 9. Moist cure for 72 hours. the Property Method per Table 2. A. Deliver accessories in original unopened and undamaged accumulation of ice by a weather-tight covering. 1. Straight, clean and a uniform 3/$ inch (10 mm)thickness on B. Patching: If approved by Owner, patching of exposed masonry F' 2. Mix cementitious materials and aggregates 3 to 5 minutes in a Packages marked for identification and with name of manufacturer. 2. Do not lay concrete masonry unit when temperature of exposed wall face. walls shall be done at conclusion of general work and conform to O < 4� B. Store items at site in a manner to prevent damage, corrosion surrounding atmosphere is below 40 degrees F. 4 degrees C. or 2. Tool Exposed vertical and horizontal joints to produce a dense, similar surrounding or adjoining Work. W mechanical mixer. Small amounts of mortar may be mixed by 9 P 9 ( e9 ) P 1 P g j � g � Z and deterioration. CI hand. Adjust consistency of mortar depending on absorptive is likely to fall below 40 degrees F. (4 degrees C.)in the 24 hour slightly concave surface well bonded to block at edges, or as 3.6 CLEANING quality of units being laid to satisfaction of mason. period after laying, unless adequate protection is provided. indicated. A. Daily Cleaning: Keep walls clean. Immediately remove mortar ce '0 o Strike joints flush at nts: 3 r Field M Fi PART 2 PRODUCTS C. eeasueme . surface to receive damp proofing, mortar and grout spills which will be exposed to view with stiff fiber LU i�■, $ 3. If mortar begins to stiffen, retemper by adding water within a � v � basin formed b mortar, and remix. 1. Verify measurements shown on Drawings by taking field waterproofing, plaster, stucco or finishes requiring flush joints that brushes until wall is free of dropped or spattered mortar. Y 2.1 MANUFACTURERS measurements. Notify Owner immediately should conflicts arise. will be concealed. B. Remove scaffolding, equipment debris, refuse and surplus Z 4. Use within 1-1/2 hours of initial mixing and no mortar shall be A. Masonry accessories as manufactured by the following 2. Proper fit and attachment of concrete mason unit is required. 4. Solid) fill joints from face of unit to depth of face shell except material from i - used after it has begun to set or after is has become harsh or manufacturers are acceptable: P masonry q y t P P ro premises. ses. 1.6 SCHEDULING AND SEQUENCING where specified otherwise. 3.7 PROTECTION non-plastic. 1. Dur-O-Wall Inc. A. Coordinate with other trades whose work relates to concrete 5. Provide full bedding for first course on foundation and wherever A. Protect exposed masonry comers subject to injury. B. Grout: ASTM C476, Strength Requirement specification. 2. Heckmann Building Products, Inc. 9 q P masonry unit installation for placing required blocking, backing, maximum strength is required. B. Carefully cover tops of walls left incomplete at conclusion of e 1. Designed by supplier or independent testing laboratory with a 3. Hohmann and Barnard, Inc. furring, conduits and other items. 6. Butter vertical head joints well and shove these joints tight so day's Work with tarpaulins or other approved covering. 2 MATERIALS minimum compressive strength of 2000 psi in 28 days, unless 2. that mortar bonds well to both units. C. In hot and dry weather, protect masonry against too rapid I higher strength is required by the Structural Drawings and Notes. A. Steel Wire: ASTM A82, diameter as specified for accessory. PART 2 PRODUCTS 7. Provide full coverage on bed of face shells and webs drying. Z B. Flat and Corrugated Sheet Steel: ASTM A446 or ASTM A568. surroundingcells to be filled. D. Protect finished Work against freezing for period of not less 2. Add sand, pea gravel and cement, then water in a mechanically C. Bar Anchor Material: ASTM A36. g g operated batch mixer. Grout shall be mixed for a period of at least 2.1 MATERIALS 8. Fill and tool Bee-holes or other open joints with mortar while than 48 hours by means of enclosures, artificial heat, or such other D. Galvanized Finish: ASTM A153, Class B-2, hot dip galvanized A. General Requirements for Concrete Masonry Unit: mortar is still fresh. protective methods required. 3 minutes after ingredients for the batch are in the drum. The drum for exterior walls. 1. Meet ASTM C 90, Grade N-I requirements except that when D. Horizontal Joint Reinforcing: END OF SECTION 04220 must be completely emptied before the succeeding bath of 2.3 ACCESSORIES CMU will be exposed in final construction, ASTM C 90 "Visual 1. Place horizontal joint reinforcing every 16 inches (400 mm) Ii materials is place therein. Grout shall be stirred or worked at A. General: Anchors and ties shall be steel with zinc coated finish Inspection" shall be modified to read... "that not more than 3 vertically throughout wall construction. frequent intervals to prevent separation of materials. or shall be of other non-corrosive metal. percent of a shipment contains slight cracks or small chips not 2. Continuously reinforce first bed joint immediately above and 3. Add sufficient water to produce a consistency for pouring B. Joint Reinforcing: Ladder type, galvanized steel rods of width 2 larger than 1/2 inch (12 mm), this shall not be deemed grounds for below openings. Provide reinforcing in second bed joint above and without segregation. inches (50 mm) less than wall thickness conforming to UBC rejection...". below openings, which extends 2 feet(600 mm) beyond each side TRACT #:ZHH�H 4. Slum 10 to 11 inches 250 mm to 275 mm . Standard 24-15, Part 1. p= ( ) 2. Units shall have a maximum linear shrinkage not to exceed of opening. 5. Use within 1-1/2 hours of initial mixing and use no grout after it C. Anchors: 0.065 of 1% from a saturated oven dry condition by N.B.S. 3079 3. Lap reinforcement a minimum of 6 inches (150 mm)at splices. FOR SUBMITTAL has begun to set or after it has become harsh or non-plastic. 1. Dovetail Anchor: 16 gage (1.2 mm)flat sheet steel, one inch (25 method of testing. 4. Cut and bend reinforcing at comers. 100% BID SET mm)wide, 5-1/2 inch (140 mm) length, designed for use with 3. Unit sizes shall be 8 b 8 b 16 inches 200 mm x 200 mm x E. Vertical Reinforcingand Bond Beam Reinforcing:.� 6. Coarse grout may be used in cavity walls with a horizontal embedded slot or inserts. Y y ( g• 3lOv05 dimension of 2 inches (50 mm) or more, and in hollow cell 400 mm) or as shown on Drawings. 1. Place in accordance with requirements of Drawings. CRY COMMENTS/ 2. Bar Anchors: Machine made corrosion protected metal with 4. Surface of units shall be clean and free from dirt when laid in 2. Vertical Reinforcement: Provide continuous reinforcing full construction 4 inches (100 mm) or more in both horizontal 3/4MS cross section area not less than .25 square inch (6 mm2)with walls. height of wall at wall ends, comers, intersections,jambs of 2 CITY COIA_IE_NTS directions. ends turned up 2 inches (50 mm), not less than 16 inches (400 5. Units not complying with appropriate ASTM Standards, as openings and each side of control joints. Vertical reinforcing shall 3/25/05 mm) long for 8 inch (200 mm)walls nor less than 24 inches (600 amended by this Specification, shall not be laid in wall where match and lap dowels which are at top of footing walls. Q CITY COMMENTS PART 3 - EXECUTION mm) long for 12 inch (300 mm)walls. exposed to view and will be rejected and shall be removed and 3. Use spacers to position reinforcing steel in center of grout at --- 4j22/05 - -- -- replaced. center of wall as required by code. A4C1TY COMMENTS 0 3.1 INSTALLATION PART 3 EXECUTION 6. Provide special block sizes and shapes required or as shown on F. Grouting: 5/10/05 - - A. Installation of mortar and grout as specified under each sections Drawings. 1. Reinforcing steel is to be in place and inspected before grouting OWNER COMMENTS and in accordance with AMG Standard 108: 3.1 INSTALLATION B. Accessory Units: Provide units as required for control joints, starts. _-- A. General: Install mason accessories as specified under each DESIGN � B. Temperature: Maintain mortar and grout temperature between masonry P bond beams, lintels, caps and other locations with a minimum of 2. Vertical cells to be filled shall have vertical alignment to maintain 0 DEVELOPMENT ' section and in accordance with AMG Standard 108. block cuttin a continuous cell area. 50 degrees F. (10 degrees C.) and 90 degrees F. (32 degrees C.) 9 • CONSTRUCTION C. Grout may be poured by hand bucket, pp 1. Section 04220 - Concrete Masonry Units 2.2 ACCESSORIES 3. Kee cell to be routed free from mortar. __ _ concrete hopper or P g 2. Section 04400 - Stonework A. Joint Reinforcing: Ladder type, galvanized steel rods of width 2 4. Fill cells solidly with grout in lifts not to exceed 4 feet(1200 mm). BlD/PRIGNG through a grout pump. Do not wet down grout spaces prior to 3.2 CLEANING _ inches (50 mm) less than wall thickness conforming to UBC 5. Grout may be poured by hand bucket, concrete hopper or O PACKAGE Is pouring grout. A. Duringcourse of work and on completion, remove and dispose O CONSTRUCTION P � Po Standard 24-15, Part 1. through a grout pump. ISSUE , 0 of excess materials, equipment and debris away from premises. B. Reinforcing Steel: As specified under Section 03200 -Concrete 6. Do not wet down grout space prior to pouring of grout. - SSUE -- 5 Leave Work in clean condition. Reinforcement. 7. Stop pours 1-1/2 inches (38 mm) below top of cell to form a key DeCembW 29, 2W4 END OF SECTION 04150 C. Waterproofing: Tremco 'Tremproof 150'waterproofing at pour points. - -_-i membrane and 150 primer, or equal. 8. Consolidate grout by mechanical vibration during placing before 42 LM I D. Mortar and Grout: As specified under Section 04100 - Mortar loss of plasticity in a manner to fill grout space. Grout pours j --- 3 and Masonry Grout. greater than 12 inches (300 mm) shall be reconsolidated by V MS mechanical vibration to minimize voids due to water loss. Grout 204139M% pours 12 inches (300 mm) or less in height shall be mechanically vibrated, or rodded. DIVISION 4 a, 9. Grout barrier below bond beams shall be continuous wire lath or - MASONRY other approved material. 10. Grout beams over openings and bond beams in a continuous SPECIFICATIONS operation. s a SECTION 04400 PART 3 EXECUTION DIVISION 6 WOOD- STONEWORK PART 1 -GENERAL 3.1 EXAMINATION A. Verification of Conditions: SECTION 06125 1.1 SUMMARY 1. Examine subsurfaces to receive Work and report detrimental CARPENTRY A. Section Includes: Stone construction including paving, conditions in writing to Owner. stonewalls, and stone veneer, as shown on the drawings and as 2. Failure to observe this requirement constitutes a waiver to PART 1 GENERAL a groups specified. subsequent claims to contrary and holds Contractor responsible Landscape Archikx:tu e 1.2 SUBMITTALS for corrections Owner may require. Environmental Design � O y1.1 SUMMARY: A. Samples: Submit samples for each type, size and color to 3. Commencement of Work will be construed as acceptance of Owner for review prior to delivering materials to site or subsurfaces. A. Furnish labor, materials, equipment, facilities, transportation and g commencing work. services to complete carpentry and related work as shown on the _ 9 4. Verify before proceeding that required inspections of existing 1. Mockups: Provide full-scale detail and 4'-0"x 5'-0"wide mockup conditions have been completed. drawings and/or specified herein. of stone for Owner review and approval prior to proceeding. 3.2 PREPARATION 1.2 SUBMITTALS: - B. Procedures: Submit requirements for hot and cold weather A. Do not install chipped, cracked or damaged material. A. Lumber: Representative samples 12 inch long by width per _- - protection. B. Establish lines, levels, patterns and coursing. Protect from drawing for each specific size, species and finish. .c C. Submit manufacture product data, full range color chart and disturbance. B. Accessories: One for each type bolt, screw, nail, hanger, samples for color admix. C. Clean stone prior to placement. Do not use wire brushes or connector, strap, handle, lock and hinge or other as required and 17 North Central Avenue D. Shop Drawings: Submit copies of cutting drawings, dimensions, implements, which will mark or damage exposed surfaces. with finish indicated on drawings. 8Phoenix Arizona 85004 r stonework construction and details if requested by Owner. Include 3.3 FIELD QUALITY CONTROL 1.3 QUALITY ASSURANCE ph nix,Arizona 8 fax marking ID key and tabulation or each different piece. A. Owner will review wall preparation and construction according A. Factory marls each piece of lumber with type, grade, mill and 602.462.9001 1.3 QUALITY ASSURANCE to the following process. Provide 48 hours minimum notice prior to grading agency identification; except omit marking from exposed A. Standards: Locally published standards shall apply. Reference review. visual surfaces and submit mill certificate that material has been H O U S T o N / to Custom, Standard or Economy in this specification shall be as 1. Upon completion of rough shaping and contouring of grade, T Y N E R defined in the latest edition of published standards. Stake proposed wall centerline. Stakes shall indicate existing inspected and graded in accordance with requirements if it cannot B. Regulatory Requirements: Materials and workmanship shall grade as well as face of wall top and bottom elevation. 1. marked C a concealed surface. Architecture meet requirements of building codes, applicable to jurisdiction in 2. Upon completion of staking, Owners Representative shall 1.4 PRODUCT HANDLING Interior Design which Project is located. review proposed alignment, and wall height. and adjust field stakes A. Delivery and Storage: C. Fabricate stonework by firm successfully in work similar to as appropriate. 1. Protect lumber materials before, during and after delivery to job 13444 4 quality specified and quantity shown for a period of not less than 5 3. Adjust staking references and rough grades as necessary to site and protect installed work. Ball I i Way years. reflect field modifications. Confirm wall exposures and top of 2. Deliver materials to job site and store in a safe area, out of the Ma ri r FAX 310 D. Coordinate work with other trades. footing grades with Owner prior to footing excavation. way of traffic and shored up off ground surface. Del Rey 827-5292 1.4 DELIVERY, STORAGE AND HANDLING 4. Notify Owner for final review prior to construction when 3. Do not place or store materials under canopy drip line of any California 310 { A. Transport and handle stone to prevent chipping and breakage. excavation of footing is completed and wall forms /guidelines are tree. 90292 827-5310 a� B. Deliver and store materials in dry, protected areas. in place. B. Replacements: 009 C. Kee free of stain or other damage.� P 9 3.4 ERECTION, INSTALLATION, APPLICATION 1. In event of damage, immediately make repairs and � D. Locate storage piles, pallets, stacks or bins to avoid or protect A. General Requirements: replacements necessary to approval of Owner and at no additional ► ,� material from heavy or unnecessary traffic. 1. Workmanship: Execute stonework by skilled mechanics, and E. Protect stone during storage and construction against moisture, stone fitters at site to provide necessary field cutting of stone, as cost to Owner. .� 44 44 • soiling, staining, and physical damage. required. 1.6 JOB CONDITIONS: F. Handle stone to prevent chipping, breakage, soiling or other 2. Lay units in uniform and true courses, level and plumb. A. Coordination: Verify previous work is complete and accepted. O 4� damage. Do not use pinch or wrecking bars without protecting 3. Install stone in accordance with Drawings. Insure mortar is not B. Fit carpentry work to other work. Q edges of stone with wood or other rigid materials. Lift with "3 ^ 9visible from any direction, if blind mortar is specified. � .� wide-belt type slings wherever possible; do not use wire rope or 4. Arrange stone pattern as indicated on Drawings and in PART 2 MATERIALS 4.4 .� ropes containing tar or other substances, which might cause accordance with approved mock-up. staining. If required, use wood rollers and provide cushion at end 5. Set stone in accordance with Drawings and as approved. V of wood slides. 2.1 LUMBER: Provide anchors, supports, fasteners and other attachments G. Store stone on wood skids or pallets; distribute weight evenly to shown, or necessary to secure stonework in place. Shim and A. Lumber shall be new and well manufactured. Only pieces consisting of sound wood, free from decay will be acceptable. prevent breakage or cracking of stones. Protect stored stone from adjust for proper setting of stone. weather with waterproof non-staining covers or enclosures. Allow 6. Mortar placed behind the drystack shall be tamped or vibrated to B. Sizes on the plans or specified refer to nominal sizes and the J h. air to circulate around stones. Do not cover with non-breathing ensure bond to dry stack pieces. American Standard rough and dressed sizes will be accepted as < lot material. Protect mortar materials and stonework accessories from 7. Cutting of stone: When required, exposed units shall be cut with conforming thereto. , J Z weather, moisture, and contamination. a power driven Carborundum or diamond disc blade saw. When 1. Rough sawn Douglas Fir shall be graded as per plan. H. Job Conditions: Review installation procedures schedules and using "wet" cutting methods, clean water shall be used on exposed 2. Wood in project not specifically noted shall be construction O ad coordination with other work. units. grade fir. Z - I. Replace damaged material at Contractor's expense. 8. Where fresh stone joins stone that is partially or totally set, 3. Old growth or endangered stands of wood are not accepted. ~ 1.5 PROJECT/SITE CONDITIONS exposed surface of set stone shall be cleaned and lightly wetted so O < A. Hot Weather Requirements: 2.2 HARDWARE: " 0 rA q as to obtain the best possible bond with new work. Remove loose A. Nails shall be general framing common of standard size and � Z � 1. When the ambient air temperature exceeds 100 degrees F. (38 stone and mortar and reset. unless specifically noted hot dipped galvanized or aluminum, . � - degrees C.), or when the ambient air temperature exceeds 90 3.5 CLEANING form, �Q w degrees F. (32 degrees C.) and the wind velocity is greater than 8 A. Daily Cleaning: Keep walls clean. Soiled masonry from mortar B. Provide metal items integral to completion of carpentry. E UJ mph (13 km/h), implement hot weather protection procedures as and grout spills, which will be exposed to view, shall be cleaned �- submitted to Owner. immediately with stiff fiber brushes until wall is free of dropped or PART 3 EXECUTION Q Z 2. Do not spread mortar beds more than 4 feet(1200 mm)ahead spattered mortar. _ of placing stone. B. Remove and replace stone units, which are broken, chipped, 3.1 GENERAL CONSTRUCTION: 3. Place stone within one minute of spreading mortar. stained, or otherwise damaged. Where directed, remove and A. Workmanship: All woodwork shall be cut, fitted,jointed together, B. Cold Weather Requirements: replace units, which do not match adjoining stonework. Provide tied, set to required lines and levels, securely anchored in place in 1. Fully protect stone against freezing and accumulation of ice by a new matching units, install as specified. a neat, workmanlike manner to satisfaction of the Owner. Split -b weather-tight covering. C. Remove scaffolding and equipment used in the work. wood shall be removed and replaced. 2 2. Do not lay stone when the temperature of the surrounding D. Clean up debris, refuse and surplus material and remove from B. Dip lumber in wood preservative prior to installation. Fresh cuts a atmosphere is below 40 degrees F. (4 degrees C.)or is likely to fall premises in accordance with section 01500. shall receive two (2) brush coats. I below 40 degrees F. (4 degrees C.) in the 24 hour period after 3.6 PROTECTION 3.2 WOOD TREATMENT: laying, unless adequate protection is provided. A. Carefully cover tops of walls left incomplete at the conclusion of C. Field Measurements: Verify measurements shown on Drawings the day's work with tarpaulins or other approved covering, securely A. Shop treat and deliver to site, wood requiring and take field measurements to ensure proper fit and attachment held in place. pressure-impregnated preservatives. of stone. B. In hot and dry weather, protect masonry against too rapid B. Wood preservative shall be non-pigmented pentachlorophenol drying. unless otherwise noted. PART 2 PRODUCTS C. Provide final protection and maintain conditions in manner C. Only use preservatives approved by the EPA as safe for use in 2.1 STONE acceptable to fabricator and installer, which ensure stonework public areas. TRACT *28818 A. Refer to drawings. being without damage, discoloration or deterioration during 3.3 LAYOUT: 2.2 MORTAR FOR WALLS subsequent construction until final acceptance. FOR SUBMITTALA. General: Workmanship shall be in accordance with best A. Cement: Provide gray cement as required and as follows: END OF SECTION 04400 practice, accurately measures and laid out, carefully and precisely 10096 BID SET 1. Portland Cement: ASTM C150, except complying with the Q executed. 3/OV05 staining requirements of ASTM C91 for not more than 0.03 percent 1 CrrY COMMENTS/ water-soluble alkali. Provide Type 1 cement. B. Measurements: Provide field measurements, for accurate fitting 2. Masonry Cement: ASTM C91, and complying with the of work and proper accommodation of other trades. Owner's 2 3 C4TY COMMENTS non-staining requirements. Representative for verification and adjustment. Provide accurate - -------- B. Hydrated Lime: ASTM C207, Type S. locations and elevations of carpentry shown on Drawings. 3/25/05 A3CrrY COMMENTS C. Sand: ASTM C144, except graded with 100 percent passing the 3.4 FINISH CARPENTRY: 4/22//05 ----- No. 16 sieve for 1/4 inch and narrower joints. White where color A. Execute work accurately with tight fitting joints, connections and A4C1TY COMMENTS o requires. anchors. 5l10/OS D. Water: Clean and potable. B. Incorporate metal items integral to completion of work. AOWNER COMMENTS E. Mortar Mix: Non-staining, cement/lime mortar, complying with ---- ---- -- - -- ASTM C270, Type S, using specified materials. 0 DESIGN 3.5 PROTECTION OF WORK: DEVELOPMENT 2.3 ACCESSORIES -- CONSTRUCTION A. Anchors, Dowels, Ties, and Cramps: If required, of sizes and A. Protect work from commencement until completion and final DOCUMENTS configurations required for support of stone and applicable acceptance as may be required. Provide, install and maintain BK)/PPoCING --- superimposed loads. Submit shop drawings as per Section 01300. protection necessary or required to protect the permanent work 0 PACKAGE B. Mortar and Grout: As specified under Section 04100 - Mortar from damage. Properly repair or reconstruct damaged or disfigured 0 CONSTRUCTiON o and Masonry Grout. work to Owner's satisfaction. ISSUE C. Color Admix: For color mortar and grout indicated in drawings 3.6 CLEANING UP: December 29 2004 or to match adjacent materials. B. Upon completion, remove debris and repair damage to other -- -- - parts of work caused by execution of work. LM END OF SECTION 06125 j IVIS i�•►3.at 204139D% a ---- _ DIVISION 6 WOOD SPECIFICATIONS