Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Marriott's Shadow Ridge Sales Path
�I Marriotts Shadow Rid le 9 auto ® .. .�. Palm Desert, California � I N T E R � A T Z O N A L a 1'OU Sales Path Enhancements 9 p Landscape Architecture- Environmental Design �QDSCAPFq� 2 2 VICINITY MAP W TH LANDSCAPE MATERIAL LEGEND LANDSCAPE LEGEND • WATER FEATURE HARDSCAPE GENERAL NOTES LANDSCAPE GENERAL NOTES IRRIGATION EQUIPMENT LEGEND y" 4- Jp ... ACCENT TREES BOTANCAL I COMMON NAbE SIZE OTY water use ACCEW TREES BOTANICAL COMMON NAM: SGS OTY watenruse 1) SAW CUTS OF CURVILINEAR FLATWORK TO BE 1) PLANT MATERIAL TO B E APPROVED B Y SYMBOL MANUFACTURER AND MODEL. SMOOTH, EVEN RADII, AND DEVOID OF POINTS LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. WATER METER, SIZE PER PLAN — EXISTING TO + Acacia farnesiana 36" BOX 1 L Acacia aneura 48" BOX 2 L AND FLAT SPOTS. ) REMAIN. VERIFY SERVICE, PRESSURE AND LOCATION SWEET ACACIA MOLT! I MULGA MULTI 2 ANY FORM WORK SHALL BE APPROVED BY THE 2 STAKED TREE LOCATIONS TO BE BY AND IN FIELD. ELECTRIC SERVICE—PROVIDE BY OWNER. XNDGE ��APPROVED BY THE OWNER PRIOR TO ANY HOLES ahlbergia sissoo 48" BOX zOne4LANDSCAPE ARCHITECT OR OWNER'S VERIFY SERVICE AND LOCATION IN FIELD. DE GMa '51 M AOUATiC PLANTS BOTANICAL CO IMON NAM= SIZE OTY water use BEING DUG.ISS00 TREE SINGLE REPRESENTATIVE PRIOR TO POURING CONCRETE.Schinus molle 36" BOX C erus a us ) HAYWARD BASKET STRAINER MODEL #72 WITH BALLyP P Pyr 5 GAL. 2 H 3 AESTHETIC GRADING TO BE REVIEWED BY L.A. / w "" 817 North Central Avenue 1 M 3) WALKS TO BE MEDIUM BROOM FINISHED UNLESS OWNER PRIOR TO THE INSTALLATION OF PLANT VALVES AND 80 MESH MONEL SCREEN--EXISTING TO Phoenix,Arizona 85004 CALIFORNIA PEPPER TREE SINGLE NILE GRASS SHOWN OR NOTED OTHERWISE. MATERIAL. REMAIN." Iris seudacorus < ph 602.462.9000 faxAcacia aneura 48 BOX P 5 GAL. 2 H 4 HEADERS SHALL BE INSTALLED AS PER DETAILS. WILKINS #510 PRESSURE REGULATOR (SPRING RANGE 602.462.9001 MULGA SINGLE 9 L WATER IRIS ) 4) LANDSCAPE CONTRACTOR SHALL BE Q Lemna trisulca GENERAL RESPONSIBLE FOR PROVIDING FINISHED GRADES. 75-125 PSI)--EXISTING TO REMAIN. 1 5 GAL 2 H MASTER CONTROL VALVE. RAIN BIRD MODEL EFB—CP H O U S T O N 4 EXISTING TREES EXISTING DUCKWEED q) VERIFY DIMENSIONS AND COORDINATE SITE 5) VERIFY BERM AND RETENTION BASIN LOCATIONS VERIFY ONS WITH THE DRAWINGS PRIOR TO ELECTRIC REMOTE CONTROL VALVE. SIZE PER PLAN. c T Y N E R 1�s _ 4 {� Nymphaea sp. 5 GAL g H SHOWN ON THESE PLANS WITH THOSE ON CIVIL EXISTING TO REMAIN. HARDY WATER LILIES CONSTRUCTION. ANY DISCREPANCIES AND DRAWINGS. SHOULD A DISCREPANCY EXIST SIZ PALM TREES BOTANICAL/COMMON NAME OTY water use zone 4 OMISSIONS SHALL BE RESOLVED WITH THE F DATA INDUSTRIAL MODEL HFS125 FLOW METER. SIZE p 8p�� p� SHRUBS WE OTY water use BETWEEN THE PLANS, NOTIFY THIS OFFICE � PER PLAN EXISTING TO REMAIN. Architecture j LANDSCAPE ARCHITECT. DO NOT USE SCALED IMMEDIATELY. Washingtonia robusta 20' TALL 41 M HESPERALOE PARVIFLORA 1 GAL. 5 L DIMENSIONS. N NIBCO FBV—SERIES FULL—PORT BALL VALVE. SIZE 6) PALMS AND DECIDUOUS TREES UNCONDITIONALLY Interior Design MEXICAN FAN PALM RED YUCCA APPROVED EQUAL OPTIONS ARE FOR THE PER MAINLINE SIZE, PER PLAN. EXISTING TO REMAIN. PAID MO LAN 13444 B) ' GUARANTEED FOR ONE YEAR AFTER PROJECT 817E EXISTING PALM TREES EXISTING MUHLENBERGIA LINDHEIMERI 1 GAL. 16 M CONTRACTORS CONVENIENCE. IF AN OPTION IS INSTALLATION. RAIN BIRD 33D—LRC QUICK COUPLER. INSTALL ON PROJECT\\FAINWAY DUNES DRIVE Bali Way NCH CHOSEN, THE CONTRACTOR SHALL BE 7) CONTRACTOR TO BE RESPONSIBLE FOR MAINLINE PER PLAN. EXISTING TO REMAIN. Marina FAX 310 zone 4 e Tagetes lemmonii 1 GAL. 32 M I RESPONSIBLE FOR ALL CHANGES NECESSARY PROVIDING POSITIVE DRAINAGE AWAY FROM SHRUBS BOTANICAL I COMMON NAME SIZE OTY water use O LEMMON MARIGOLD AND COORDINATION OF ALL DETAILS. BUILDINGS DURING THE FINISH GRADING PROCESS. e RAIN BIRD MODEL EFB—CP ELECTRIC REMOTE Del Rey 827-5292 Bougainvillea species CRIMISON JEWEL 5 GAL. 3 M CONTRACTOR SHALL SUBMIT THE INSURE MAXIMUM 4:1 SLOPE IN LANDSCAPE CONTROL VALVE. SIZE PER PLAN. EXISTING TO California 310 Cassia oliogophila 5 GAL. BUSH BOUGAINVILLEA OPTION/OPTIONS FOR LANDSCAPE ARCHITECT AREAS. REMAIN. 90292 827-5009 55 L g OUTBACK CASSIA Ruellia peninsularis 5 GAL. 2 M AND OWNER APPROVAL. 8) PLACE VALVE BOXES (IRRIGATION, GATE VALVE, MAINLINE--EXISTING TO REMAIN. SCH. 40 1" THRU PHASE AP Bougainvillea species 'CRIMISON JEWEL' 15 GAL. BAJA RUELLIA C) DETAILS SHOWN SHALL BE INCORPORATED INTO FLUSH CAP, WATER FEATURE) IN DECOMPOSED 1-1/2"; CLASS 315 PVC 2" OR LARGER. 2 M THE PROJECT AT ALL APPROPRIATE LOCATIONS, GRANITE/SHRUB AREAS. UNDER NO -- ----- � V+ Tecomaria carpensis 5 GAL. 11 M WHETHER SPECIFICALLY INDICATED OR NOT. CIRCUMSTANCES ARE VALVE BOXES TO BE CLASS 200 PVC LATERAL LINE (BURY 12 BELOW - r1� �""BUSH BOUGAINVILLEA U � Ruellia peninsularis 5 GAL. L-M CAPE HONEYSUCKLE TYPICAL DETAILS MAY OR MAY NOT BE BE PUT PLACED IN A LAWN OR HARDSCAPE AREA. FINISH GRADE). EXISTING TO REMAIN EXCEPT WHERE � M 86 BAJA RUELLIA Carissa randiflora 5 GAL. M SHOWN. •• 9 1 ON THE DRAWINGS, BUT SHALL APPLY UNLESS g) DO NOT PLANT TREES WITHIN 6' OF BUILDING � ,��. � � ,a Tecomaria carpensis 15 GAL. 99 L-M NATAL PLUM NOTED OTHERWISE. WITHOUT EXPRESS WRITTEN APPROVAL OF CLASS 315 PVC MAINLINE, LATERAL LINE AND WIRE 01 �? U 4..4 ! CAPE HONEYSUCKLE Lantana camara 'corniville' 5 GAL. 53 M D) PROVIDE STRUCTURAL STEEL AND APPARTENCES OWNER AND CITY INSPECTOR. SLEEVES—BURY 24 BELOW FINISH EXISTING ROAD � SUB—GRADE. EXISTING TO REMAIN. I �, E 4 ! C¢ Leucophyilum frutescens 5 GAL. 46 L O LANTANA zone 4 IN ACCORDANCE WITH STRUCTURAL ENGINEERS 10) INFORM LANDSCAPE ARCHITECT / OWNER OF � %i;4 GREEN CLOUD SAGE GROUND COVERS SIZE OTY water use NOTES AND DETAILS. PLANT MATERIAL CONCERNS BASED ON PLANTING CONTROL AND COMMON WIRE #14 AWG—UF (DIRECT _i ,� ® Baileya multiradiato 1 GAL. 99 L , E) SPECIAL INSPECTIONS AS REQUIRED PER SEASON (E.G. WINTER SUMMER). SHOULD NOTs lOyM�l BURIAL) SOLID COPPER WIRE (BURY WITH MAIN LINE) t � DESERT MARIGOLD Lantana spp. gold mound/purple 1 GAL. 40 M STRUCTURAL ENGINEER'S NOTES. 0 GOLD MOUND/PURPLE LANTANA 50 50 MIX LANDSCAPE CONTRACTOR HAVE ANY CONCERNS UL APPROVED. EXISTING TO REMAIN. CS3 �.e+ Leucophyllum candidum 5 GAL. 66 L O F SHOP DRAWINGS REQUIRED FOR STRUCTURAL ABOUT PLANT MATERIAL DUE TO HEAT/ FROST"Thundercloud" SAGE ' � Gazania spp. "Sun Gold' 1 GAL. 11 M ) VERIFY ELECTRIC SERVICE POC FOR IRRIGATION GAZANIA ITEMS PER STRUCTURAL ENGINEER'S NOTES. OR EXPOSURE, REQUEST A SUBSTITUTION OR NOTSh1OM CONTROLLER—INSTALL SERVICE PER ELECTRICAL Muhlenber is lindheimeri 1 GAL. 68 L-M DELAY IN PLANTING. ONCE PLANTED, MATERIAL PLANS PROVIDED BY OWNER. EXISTING TO REMAIN. �II g Rosemarinus o. Prostratus 5 GAL. M FOUNDATIONS � NCN I �%' $ IS SUBJECT TO SPECIFIED WARRANTIES. RAIN BIRD MODEL ESP—SAT SERIES IRRIGATION � ROSEMARY q) LANDSCAPE ARCHITECTURE NOTE: REFER TO 11) GUARANTEE PLANTS FOR A MINIMUM PERIOD OF CONTROLLER IN HIGH TECH IRRIGATION STAINLESS J Agave weberi 5 GAL. 16 L Ta etes lemmonii 5 GAL. M STRUCTURAL ENGINEERS NOTES FOR FOOTING ® WEBER'S AGAVE M LEMON MARIGOLD 2 ' 90 DAYS FROM DATE OF ACCEPTANCE BY THE STEEL CONTROLLER ENCLOSURE MODEL BEARING/ ABANDONED UTILITIES AND L.A.. ANY PLANT MATERIALS NOT APPROVED BY HTI—ME—SS—LK—E32—SAT—PT—TS TOP MOUNT. ' J Z Opuntia ficus indica 5 GAL. 9 L � Convolvulus cneorum 5 GAL. 3 M EXCAVATIONS. CITY PRIOR TO OCTOBER 1 OF THE CALENDAR ENCLOSURE PER IRRIG. PLAN. EXISTING TO REMAIN. PANEL CACTUS SILVER BUSH MORNING GLORY B) ABANDONED FOOTINGS, UTILITIES, ETC. THAT YEAR IN WHICH INSTALLED SHALL BE FURTHER O � CITY INTERFERE WITH NEW CONSTRUCTION SHALL BE GUARANTEED UNTIL MAY 20 OF FOLLOWING IRRIGATION HEAD LEGEND r--� _ M O Penstemon sp 5 GAL. 28 M MATERIALS BOTANCAL/COMMON NAIVE SIZE REMOVED AS DIRECTED BY THE SOILS ENGINEER. CALENDAR YEAR. Z e PENSTEMON ! PATTM+ O Cn Salvia re i 5 GAL. f 'SURFACE SELECT' GRANITE BOULDERS 3 TO 5 DIA. 27 C) SLOPE EXTERIOR FINISHED GRADE AWAY FROM 12) TREES, SHRUBS, VINES, GROUND COVERS AND P. � 9 99 21 L I ALL STRUCTURES TO ENSURE NO PONDING AND TURF WHICH HAVE TO BE REPLACED UNDER O T ''� ® AUTUMN SAGE ! TERRA—COTTA CLAY POTS 4 DIA. 1 POSITIVE DRAINAGE AWAY FROM BUILDINGS. TERMS OF GUARANTEE SHALL BE GUARANTEED SYMBOL MANJFAC'iRUFERAND MODEL � � F H ��S Z CCU � Chr sactinia mexicana 5 GAL. O OR EQUAL BY OWNER 3' DIA 11 FOR AN ADDITIONAL 1 YEAR (TREES) AND 90 RAIN BIRD 1 85 .6 U SERIES j y 34 L CAST— IN —PLACE CONCRETE: DAYS (SHRUBS)FROM DATE REPLACEMENT. 25 12 Q DAMIANITA 1804—SAM—PRS-1 u, '— q) LANDSCAPE ARCHITECTURE NOTE: REFER TO PLANT MATERIALS MUST BE MAINTAINED IN TURF POP—UP NOTE 2,3,4 e Caesalpinia pulcherrima 5 GAL. 16 M STRUCTURAL NOTES FOR WALL, COLUMNS, CURB, HEALTH AND VIGOR AND BE ALLOWED TO ATTAIN RAIN BIRD RED BIRTH OF PARADISE AND SIDEWALK CONCRETE SPECIFICATIONS. NATURAL SIZE AND SHAPE IN ACCORDANCE WITH 25 12 1.85 1.2 U SERIES B) PROVIDE SLEEVES FOR UTILITY OPENINGS IN 1URF SAM—PRS-12H > Z OLarrea tridentata 5 GAL. 4 L THE ORIGINALLY APPROVED LANDSCAPE PLAN. TURF POP—UP NOTE 2,3,4 SHEET INDEX CREOSOTE BUSH CONCRETE BEFORE PLACING CONCRETE DO NOT 13) TREES MUST BE PLACED A MINIMUM OF 5' FROM RAIN BIRD 25 12 1.85 2.4 U SERIES CUT ANY CONFLICTING REINFORCING. SIDEWALKS, PUBLIC ACCESS WAYS OR REAR OF Encelia farinosa 5 GAL. 30 L C CURE EXPOSED CONCRETE PER STRUCTURAL 1804—SAM—PRS-12F KEY MAP LOCATION TURF POP—UP NOTE 2 3 4 p ) FIRE HYDRANTS. SHRUBS MUST BE AT MATURITY, � � L1 .1 COVER SHEET BRITTLEBUSH zone 4 ENGINEER'S NOTES. 5' FROM THE REAR OF A FIRE HYDRANT. NO IN PLANTING AREAS LESS THE 15' OR 10' THE CONTRACTOR L1.2 SHEET LAYOUT GROUND COVERS BOTANCAL/COMMON NAM SIZE OTY water use D) LANDSCAPE ARCHITECTURE NOTE: PROVIDE MATERIAL, OTHER THAN GROUND COVER, MAY BE NOTE t L2.1 DEMOLITION PLAN a MASONRY IN ACCORDANCE WITH STRUCTURAL PLACED BETWEEN THE STREET OR ROADWAY SHALL INSTALL PCS SCREENS PER THE LEGEND THIS SHEET Lantana spp. 'gold mound'/'purple' 1 GAL. 64 M ENGINEER'S NOTES. L3.1 —L3.5 LANDSCAPE/HARDSCAPE GOLD MOUND/PURPLE LANTANA 50150 MIX AND 5' EITHER SIDE OF A FIRE HYDRANT. ��2 ALL SPEINKLERS AND LATERAL PIPING SHOWN ON THESE do GRADING PLAN Dalea capitata "Sierra Gold' 1 GAL. 58 M NOTE: r \� S 14) SITE SITE CLEANUP, MUST IBELCOMPLETED PRIOR TO D PLANS ARE TO BE INSTALLED IN THIS PHASE OF WORK. SNUB AND TREE IRRIGATION DRIP SYSTEM LEGEND L4.1 — L4.2 HARDSCAPE DETAILS DALEA zone THESE PLANS ARE BASED ON INSPECTION. L5.1 — L5.6 � IRRIGATION PLAN VMES BOTANICAL/COMMON NAM: SIZE OTY water use THE CURRENT TRACT MAP 15) INSPECT AND REPLACE PLANTS WITH SYMBOL MANUFACTURER AND MODEL L6.1 LANDSCAPE DETAILS ROOTBOUND CONDITIONS. BEFORE PLANTING, RAIN BIRD TREE SYSTEM — 3/4" CL 200 PVC LATERAL L6.2 — L6.3 IRRIGATION DETAILS Campsis radicans 15 GAL, 8 M REPLACE ANY ROOTBOUND PLANT WITH / TRUMPET VINE ESPALIER SUITABLE PLANTS. SUPPLY, BURY 12" BELOW FINISH GRADE. L7.1 — L7.8 LANDSCAPE, HARDSCAPE do zone 4 MATERIALS BOTANICAL I COWAON NAbE SIZE CITY water use 16) CONTRACTOR SHALL VERIFY ALL UNDERGROUND RAIN BIRD SHRUB SYSTEM — 3/4" CL 200 PVC LATERAL IRRIGATION SPECIFICATIONS UTILITIES, HAND DIG MAY BE REQUIRED. SUPPLY, BURY 12" BELOW FINISH GRADE. SOD (sq. ft. 5,423s, H 17) CONTRACTOR IS RESPONSIBLE TO NOTIFY RAINBIRD PESB SERIES 1" ELECTRIC REMOTE CONTROL TRACT #: 28818 s r-'•. TIFF 315 OVER—SEEDED 'UNDERGROUND SERVICE ALERT' (1800-227-2600) 48 VALVE INSTALL WITH MATCHING SIZE PLASTIC BALL VALVE TRACT #: 2 818 NOT DECOMPOSED GRANITE 0 SHRUB AREAS HOURS PRIOR TO ANY DIG TO LOCATE (D RAINBIRD PESB SERIES 1 1/2" PLASTIC ELECTRIC REMOTE 100% CD SET SHOWN DESERT GOLD 2" MIN DEEP ALONG 0 UNDERGROUND UTILITIES. CONTROL VALVE INSTALL WITH MATCHING SIZE PLASTIC ALL SHRUB AREAS & SHALL BE ! 18) CONTRACTOR SHALL REPAIR ALL DAMAGE DONE BALL VALVE FROM 20 TO 50 GPM, SIZE PER PLAN. 12/28/04 COMPACTED (WETTED/ROLLED OR TAMPED) TO ANY UNDERGROUND UTILITIES. EXISTING TO REMAIN. CITY COMMENTS . 3' TO 5' DIA. 64 SURFACE SELECT GRANITE BOULDERS 3/4 BALL VALVE — FLUSH VALVE INSTALL ON THE END ------- ® OF ALL 3/4" LATERAL LINES IN VALVE BOX — TYPICAL. APPROVED C/VWD 04/05 COMMENTS RAIN BIRNOTED IRRIGATION GENERAL NOTES NOT XB-10PCD 1032UEM TTERE(LOCATE ON HIGH S DE)WPERNE F1 DSCAPEPAICK40E *LANDSCAPE CONTRACTOR TO PROVIDE 1) THE IRRIGATION PLAN IS DIAGRAMMATIC AND IT SHALL SHOWN SHRUB--TOTALOF 1 GPH PER SHRUB DATE THE RELOCATION OF (50) EXISTNG PLANTS 15 GALLON SIZE OR LESS WITHIN BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO NOT RAIN BIRD TREE EMITTER MODEL# PFR/FRA24 x/ THREE ADJUST THE LOCATION OF ANY VALVES OR SPRINKLER XB-20PC-1032 EMITTERS IN A TRIANGULAR PATTERN IANDSCAPEMANAGB! THE �' TO PROVIDE FULL AND ADEQUATE COVERAGE OR TOSHOWN AROUND TREE ( 2 ON HIGH SIDE) PER TREE. TOTAL OF ADD ADDITIONAL VALVES AS NECESSARY TO ENSURE 6 GPH PER TREE. 100% COVERAGE OF ALL PLANT MATERIALS. SISE SENNINGER PRODUCTS, 3/4" PRESSURE REGULATOR, MODEL DESIGN 2) THE IRRIGATION SYSTEM HAS BEEN DESIGNED FOR 60 VALVE PMR—LF 20PSI. PER FLOWS LESS THAN 7 GPM. MODEL 0 DEVELOPMENT PSI. THE IRRIGATION CONTRACTOR SHALL VERIFY THE ASSEMBLY PMR—MF 20 PSI. PER FLOWS 8 TO 20 GPM OR MODEL CONSTRUCTION WATER PRESSURE IN THE FIELD AND NOTIFY THE PR—HF 20 PSI PER FLOWS 21 TO 32 GPM DOCUMENTS 8ff _ LANDSCAPE ARCHITECT IMMEDIATELY SHOULD A `-- - ---- DISCREPANCY EXIST. RAIN BIRD WYE FILTER MODEL RBY075MPTX FILTER W/200 - BID/PRICING MESH SCREEN. PER FLOWS LESS THAN 9 GPM. MODEL ( PACKAGE 3) THE IRRIGATION CONTRACTOR SHALL SIZE THE PIPE VALVE RBYIOOMPTX FILTER PER FLOWS 10 TO 18 GPM. AG - CONSTRUCTION ... ACCORDING TO THE PIPE SCHEDULE. GALLONS PER ASSEMBLY fi-- MINUTE ARE CALCULATED BY THE COMBINED EMISSION PRODUCTS MODEL 4EH-1 ii2 —B-150 FILTER PER FLOWS 19 ISSUE • HEAD OUTPUT DOWN LINE FROM PIPE BEING SIZED. TO 55 GPM. December 6 2004 ALL DRIP IRRIGATION WORK TO BE PERFORMED IS 4) IRRIGATION SLEEVES ARE TO BE SCHEDULE 40 PVC NOTE -----------�— ----- WITH A MINIMUM DIAMETER TWICE THE SIZE OF THE INDICATED BY NOTES ON THE PLANS. __ IRRIGATION LINE. IRRIGATION SLEEVES ARE TO LM EXTEND 12" BEYOND EDGE OF PAVEMENT, WALL, NOTES' i WALKS OR CURB 1.) ALL 24—VOLT WIRING SHALL BE #14 UFUL DIRECT—BURIAL, SOLI f MS 5) CONTROLLERS ARE TO BE PROGRAMMED TO ALLOW COPPER. THESE PLANS HAVE BEEN REVI D' BY THE COACHELLA VALLEY WATER ALL PIPE AND WIRING UNDER PAVED SURFACES SHALL BE IN DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1 CHAPTER 3 204139.00 2. SUFFICIENT FLOW RATES ARE MAINTAINED ) ARTICLE W.S, SECTION 66597 ET. 6 EQ. REQUIRING EFFICIENT LANDSCAPE AND #T THROUGHOUT THE SYSTEM. CLASS 200 PVC SLEEVES, WHETHER OR NOT SHOWN. IRRIGATION DESIGN IN COOPERAT ON WITH THE LOCAL GOVERNING AGENCY 6) ALL VALVE BOXES (IRRIGATION, GATE VALVE, FLUSH 3.) LOCATE VALVE BOXES IN PLANTER AREAS WHEREVER POSSIBLE (CITY AND COUNTY). $ CAP, WATER FEATURE, CONTROL WIRE, ETC.) ARE TO (NOT IN TURF). 'Approval of mis drawkw by CVWD Staff does not constitute Approval to encroach into COVER SHEET BE PLACED IN DECOMPOSED GRANITE/SHRUB AREAS. 4.) CONTRACTOR SHALL PROVIDE THREE #33K QUICK—COUPLER KE and USER FR ts-of-Way.T plants, waft and permanent struchares of any UNDER NO CIRCUMSTANCES ARE VALVE BOXES TO BE WHOSE SWIVELS. kind may not be planted or knIaM CVWD and USBR easwrtertts of dgW-or-way PLACED IN A LAWN OR HARDSCAPE AREA. BOXES 5.) VALVE KEY: CONTROLLER LETTER without first obtairtinp an erxxoa permit from CVWD. PLACED IN D.G. AREAS TO BE TAN IN COLOR TO CONTROLLER STATION NUMBER(GALLONS PER a MATCH D.G. LETTER MINUTE, OR 7) ITO PROVIDE FULL T IS THE IRRIGATION CONTRACTORS RESPONSIBILITY (HEDGE), DATE: WATER MANAGEMENT SPECIALIST LANDSCAPE MATERIAL D INDICATEDQEONO T, S, PA(PALM), ,THE TO ALL VALVE SIZE (ANNU CORRESPONDING LANDSCAPE PLAN. (ANNUALS) e REVEL SERVICES SUPERVISOR t r \ \ \ >, 6 / L3§ \ \ W fr f 6 / 150 'Vk groupe Landscape Architecture \ - � Environmental Design 2L ;7� 3 1 / \ \ nauj • \ ,r I X 'T v N WE / / � r 817 North Central Avenue / I \ 5 �:��� // l�f��\ �\� � \ \ i Phoenix,Arizona 85004 \ ., ph 602.462.9000 fax / ■ \ \ \ � 602.462.9001 x � T Y N E R Architecture Interior Design Bali Way 1 Marina FAX 310 — � � ,�;- � r r . � \ �✓ ° - � . � Del Rey 827 5292 ,/ j � �► I' \\ �\ ° �' i 3 . 3 : \ ` .� � ' 827-5009 California 310 90292 / C all, ROW 15E3 2 3 . 2 \,c A : O 0 15 . 2 - _ \ / '`1.1 �- +- Y.1 Z K CALDREWS POOL \ \ i \ , KEY MAP LOCATION IJ a. I 4_ v c� �� 5 30 '\0 r, )' 7/ L3 h' I . 4 ' J r ► * ' t � ' TRACT #: 28818 1 i 1 ` 1 5 § B 10096CDSET - 7/ 15,4 /2 COMMENTS 128/04 I I 01/04/05 - _ \ , 1 1 � _ 1 Y�, ., � .�'� •��\> � � Z CVWD COMMENTS LOT , TRA 8LD2400CT 2881 _ _ ' 1n r \ G 8 • �,'_J � 1 1 1 r i ❑ I =m \ L"_ r l' '1 `H0 � /.. �I -- '� I DESIGN 1 x r , � I � � ❑j 'I ° DEVELOPMENT I ! IDTL 1 / L4.2 3 302 ��� _ a •, ; , ; »jt;� CONSTRUCTION � 1 �1 � 11 � - _' v - � " ��' � -� � , // '' %0' _ - -DOCUMENTS_ - BID/PRICING ' i I 305 - ,' y 3 x I _. _ PACKAGE 0 CONSTRUCTION ISSUE 3 I 5 - - -- - - 7 I , 2 - - b. - - - st1R December 6, 2004 i 0 - 8 _ v 0 20' 40' 80' _ LM "IMMGR SCALE: Ra f A 505 / i StJN SCALE' 40-0 fJ 1� � 1 ��.✓\� � — - -* ' 1 , \\ \ �`� \ �' ✓ THESE PLANS HAVE BEEN REVIEWED' BY THE COACHELLA VALLEY WATER 40#4 MS — I DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1, CHAPTER 3 204139.00 0 , - ARTICLE 10.8, SECTION 65697 ET. SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY $ � J 11\ ' r< 1, \ \ \ I �''' \� ■ / 1 _ (CITY AND COUNTY). Rights-of-Way. Tr plants, walls an permanent structures of any __- \ 'Approval of this drawings by CVWD Staff does not constitute approval to encroach Into E district and USBR Right a . alas, I wa d n ' kind may not be planted or Installed In CVWD and USBR easements of right-or-way ! L/"►YO 00 without first obtaining an encroachment permit from CVWD. Fit, k 9 1505 \ ` — DATE: WATER MANAGEMENT SPECIAUST 6 / L3Si1 - ' I _ \` ':... .; . \ ' / \ DEVELOPMENT SERVICES SUPERVISOR , z C ,RELOCATE EXISTING SIGN \ \ \ 00 eo .fin M. egroupe Landscape Architecture $ Environmental Design a d' \ g 'Ali((} 4 \\\ l �/ f \ \`iii-.•. /. j,.' t..�"�, i/.; r.,a„A/ i \ I , � \ ;� \ \. UQ ' <'�. rgnature � •.,� ADULT EXISTING �, _� POOL ,W s` / � :: ,>, \ \ \ 817 No CA venue E y f 7 ,�� DEMOLMO L!GEN6 . \\ < _ \ �\ �/ 5 \ \\ \ i \ Phoenix,Arizona 85004 Ph 60 .462 9000 fax 0 y \ � . I\ ���ii�\��1 , � .�-�'s.r ice\\\ a.. \� PIG. �H 1 EATURE \ , \ \� \ \ �✓ ,�\ < H O U S T O N EXISTING TREE TO REMAIN. \.\ �/ \ �� \ \\ >> / POVEMEN \\\� \ - \ \ � T Y N E R EXISTING TREE TO DEMOLISH /j \ \ \\ �/ \ l' ~ 0 /�/ i� !;g' }-\� \� <\ti Architecture EXISTING PALM TREE TO DEMOLISH \ ' Y,� 9 nterior Design EXISTING PALM TREE TO RELOCATE. \ / \ •'>\ �\ 13444 ADJUST TURF LINE. SEE LANDSCAPE �\ r� \\ "� «\, \ Bali Way PLANS L3.X 00 \ f \ Marina FAX 310 / C/� r 0 EXISTING TURF AREA TO DEMOLISH. f + \ \ i `- ` 1 Del Rey 827-5292 % © SEE LANDSCAPE PLANS L3.X %' ! y \�� \ \ , \ \ \\ `� California 310 EXISTING TURF AREA TO ADJUST. "�•�� r;� �� '' �� 90292 827 500.9 SEE LANDSCAPE PLANS L3.X EXISTING SHRUB AREA ADJUST. SEE LANDSCAPE PLANS L3.X SAW CUT CONCRETE SIDEWALK C� TOTAL=160sgft. \ )e, �.= /,•/ %/" / / \�\\ \ \� � •� 117) ' EXISTING SIGNAGE TO ® l O RELOCATED DEMO J /1 ORELOCATE EXISTING BACKFLOW \ ,® ,' ® \1 �, f , a rI �, O PREVENTOR 8'MIN INSIDE SHRUB AREA / ,-— ,' NOTES yv a ® *t7 / 5 \f c� U NEW/ADJUSTED TURF LINE 7,-.EXISTING TURF LINE TURF LEGEND \ x x \ EXISTING TUFF PROPOSED \ i'� `{ f \ \ `\ \ , PIG. AREA TO Z ' RHNOVED/ADJUSf TUR AREA ..I 690 sq.ft. 0 sq.ft. Z � 2,737 sq.ft. 400 sq.ft. 504 sq.ft. 0 sq.ft. " \� -� x \ \\\ TUTU • Z \/J 1,485 sq.ft. 960 sq.ft. �! \ 1,842 sq.ft. 1,043 sq.ft. EXISTING POOL \ \ \ 1 Q 4,638 sq.ft. 3,020 sq.ft. \ � a erRw's vaa ) r I J I / r + r \ 1 Ida 1 \ azoo sf `�' O 1 236 sq.ft. 0 s ft. x �� UTURE 1 N ► G q• q• ��� - ` f I ' � KEY MAP LOCATION 580 sq.ft. o sq.ft. ATURE POOL - sq.f . sq.ft >\R MENT \ OVE '1 �� er 1 940 sq.ft. 0 sq.ft. + _{ + " k., ti \ K 430 sq.ft. 0 sq.ft. \ - r Totel 15,512 sq.ft. 5,423 sq.ft. TRACT #: 28818 I I 10096 CD SET ,l ___—_----��11 - - r' 1 � r� _ 1 _ - did ❑ ❑ A / .� ` \� \ 1r rl �— 1 1_i d6`- ��,•. / "" --,• .,,. . --- - __ 1 � � � �/ ' �� I 12/28/04 \ \ + { 1 ' �t 1 .yy. � _ _ ` _ _ ,'�• o r t- CITY COMMENTS TRgO """+. •-.,. _- - - - _ _ / I O- - - a /, - 01/04/05 r CVWD COMMENTS 1 _ * BLDG 288t8s - \ r �. 1 2400 2� UNIT 2 _..- 1 � �. �r �r .;.w ` � • .,,, �f / ,/ R T' �5- . _ i 1 \ DESIGN � O _ /', DEVELOPMENT \ ��i L L I CONSTRUCTION ter, r .,• -- - \f � — I ' 1 r I i r .\/,� ', '- ; _ ® ----- 4 • , + I I DOCUMENTS 14 \ + _ of \ ;LL'' I I BID/PRICING _ , \\\Y \ , I� to-a• 1`� ,. � ,r t ` PACKAGE ---------------- - CONSTRUCTION LLLL O I _ ' 'a - �_" - \, _ ^ ISSUE I I I I ypill I r 1 � ..� y .; ' -#� \ � �_ o•° °', scn�ssr wnvrFR L_ r December 6, 2004 f _ : 8 0 l,,-, O 2 LM suss SCALE: T.gp'_p. --- - THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1, CHAPTER 3 204139.00 ARTICLE 10.8. SECTION 65597 ET. SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY \ \ \ I ,,-' 0 x (CITY AND COUN". I 3 z oval of this drawl CVWd Staff does not constitute approval to encroach Into DEMOLITION.., _� I + I ri .t �; ` \ \ �''; district and USBR Rights-of-Way. Tr"% plants, walls and permanent structures of any a.. kind may rat be planted or Installed In CVWD and USBR easements of right-or-way -PLAN ` \\'; \ \ / -J without first obtaining an encroachment permit from CVWD. ( 1 \ j g I > , lv� 7� \ i I ° hv' ,,:•„,�. �,'r -:r. \ / O (L 2 ©rF DATE: °` ..� .pil .. .. .. .. `A; \ .. .. .. / o WATER MANAGEMENT SPECIALIST c RT r 1 ,\�;\ . ,_tom' \\ �, � \ � i � , 0 n ^ , ■ • r \ DEVELOPMENT SERVICES SUPERVISOR o ; I _ - \ \ \ \ ENHANCEMENT SITE HARDSCAPE LEGEND LANDS APE MATERIAL LEGEND . ACCENT TREES BOTANICAL/COMMON NAME . \ \\ \ SYMBOL No. DEBCF�10N Detd Sheet \ \\ „ + Acacia farnesiana \ 1� 20 MAX HIGH PLANTER WALL. 3 LAI SWEET ACACIA 1 ` ahlber is sissoo • • : • . •.• ' . \ � \.� \' d ISS00 TREE \ y;t , 6 \ \ \ NEW/ADJUSTED PLASTIC HEADER. 2 L41 r"'� t- \ \\ - s chinus molle a +group® \ \\ ® 4 5 L4.1 CALIFORNIA PEPPER TREE O NEW CMU COLUMN. ��,� I Environmental Design Landscape Architecture \ Acacia aneura \ / ® CMU PERIMETER WALL. 1 L41 MULGA e \ \ \ O RUSTED STEEL PANELS 0 6 L41 EXISTING TREES ENTRY THEME WALL x FR Hc �i ♦ ♦ \ �r \ `\ �' lA 4550�As NEW/ADJUSTED TURF AREA. L21 PALM T ES BOTANICAL COMMON NAIuE .G \ ♦ \ \- O O / Signature �'r PROPOSED CONTOUR BERMS. L3X Ren i ♦ \ / MEXICAN FAN PALM PROPOSED ENTRY TRELLIS. 6-7 L4.1 of CAL1Fo • i \ u u u EXISTING PLANTER WALL TO 817 North Central Avenue \ / O EXISTING PALM TREES REMAIN. 3 L41 Phoenix,Arizona 85004 \ \ i ELEVATED COLUMN TO MATCH 6 7 L41 SHRUBS BOTANICAL/COMMON NAME ph 602.462.9000 fax Z ,l ® 10 TRELLIS. 602.462.9001 \ \ IN \ ;/ �C hila NEW�AND EXISTNGAWA CE BETWEEN L31 I` UTBACK assia CASSIA H O U S T O N / ❑ \ EXISTING SIGNAGE TO p ougainvillea species 'CRIMISON JEWEL' T Y N E R RELOC RUSH BOUGAINVILLEAATED DEMO. I IR p Architecture \ \\ \ IO 13 NEW SIGNAGE LOCATION. u JA eELLI aris BAJA RUELLIA Interior\ Design\® / ♦ / - / Tecomaria carpensis g L 14 !CAPE HONEYSUCKLE 13444 NEW BACKF NLOW LOCATION. 15 WATER FEATURE. � GREEN frutescens Bali Way \ \ 1 L42 GREEN CLOUD SAGE Marina FAX 310 % \ / SAW CUT CONCRETE SIDEWALK L21 Baileya multiradiata el Re 827-5292 16\ 1 TOTAL= 160sgft. 'DESERT MARIGOLD ❑ - ��\ ♦ Leucophyllum candidum California 31090292 827-5009 CONSTRUCTION NOTES: Thundercloud SAGE a -' ❑ •j / `� % A THIS PLAN INDICATES LAYOUT OF TURF SEPARATION LINES Muhlenbergia lindheimeri CIO AND SITE CONSTRUCTION FEATURES ONLY. NCN sop B. REFER TO CIVIL, ARCHITECTURAL AND UTILITY PLANNER _ err - DRAWINGS FOR INFORMATION CROSS REFERENCED OR NOT Agave webers A --� � WEBER'S AGAVE DESCRIBED HEREON. C. REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR SITE Opuntia ficus indica 0 LIGHTING. PANEL CACTUS I % /i _ - -:� � _; � . �/ ♦ _�_ Nil D. REFER TO CIVIL DRAWINGS FOR HORIZONTAL AND VERTICAL Penstemon sp ��I. 7 / _ ♦ ♦ ♦ CONTROL. Q PENSTEMON O T. - -�• ♦ E TYPICAL CALLOUTS AND DIMENSIONS ARE INDICATED 0 }- - ♦ ( • 1 PER SHEET. Salvia greggi r� r / - J �./ -}- t j/ i-- { - �' �" i ♦ F. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. (AUTUMN SAGE r r ®+ ; /'" _ `% �- ♦ ♦ \ Q LAYOUT CONSTRUCTION OF SIDEWALK SHALL NOT CROSS Chrysactinia mexicana r // ' PROPERTY LINE ADJACENT TO STREET. DAMIANITA � �� " - j/ � � �Caesalpinia pulcherrima , . EXISTING FEATURE LEGEND �' 'RED BIRTH OF PARADISE Co, YMBOL DESCRPTION •� -; -- i / - - • • EXISTING CONCRETE PAVING 0 WALKWAYS O CREOSOTE BUSH J Z EXISTING COLORED CONCRETE ACCENT PAVING Encelia farinosa , 9 EXISTING CONCRETE VEHICULAR PAVING @ ��BRITTLEBUSH BOTANICAL COMMON NAME F- + X I L NVEHICULAR Z ° .. • , •. . � GROUND COVERS • :: •:.:�` / J % Y + ;�_',� Lantana spp. gold mound'�Purple' 0 6 v • . \ yt' _ ::: EXISPAVTING VEHICULAR INTERLOCKING PAVERS w� ■,� / + , ❑ GOLD MOUND/PURPLE LANTANA Z -{- ; EXISTING CONCRETE BANDING �Dalea capitata "Sierra Gold' F --_— o / r EXISTING 2' VEHICULAR OVER HANG 0 DALEA Qad W METAL HEADER BOARD VINES BOTANICAL COMMON NAME ❑ ❑❑ EXISTING CONCRETE STEPPING PAD / :. ..: , ... �- E Campsis radicans EXISTING FIRE ACCESS ROAD ✓ - - — TRUMPET VINE EXISTING GE O GRID/TURF BLOCK FIRE ACCESS BASE. BOTANCAL/COMMON NAME EXISTING PROPOSED CONTOUR BERMS MATERIALS C i ® ® KEY MAP LOCATION : ✓ AR CATION - ... : -- EXISTING 1 H EXISTING BARBECUE LOCATION .. -; ` . . _ ; - �• kt ® � $„ HITIOFDF 315 ft.) (OVER SEEDED) :. .. .. ...... ... ::. / T - ` + EXISTING ROCKS sHowr� DECOMPOSED ''GRANITE 0 SHRUB AREAS E r E STI � DESERT GOLD 2" MIN DEEP ALONG - - G STONEVENEERED L , EXISTING FUTURE TRAM-STOP LAYOUT ALL SHRUB AREAS & SHALL BE I 'S ❑ J COMPACTED (WETTED/ROLLED OR TAMPED) �LIL VEHICULAR INTERLOCKING PAVERS AT CROSSWALK Q ` ��/ '` L 3 J \ LLLL !EXISTING FENCE LAYOUT 'SURFACE SELECT' GRANITE BOULDERS F , MAN HOLE NOTES - - \ OLA APE CONTRACTOR TO PROVIDE ND C ❑ 1 \; E" r r. \, EXISTING HANDICAP PARKING. FOR THE RELOCATION OF (50) EXISTMQ �,� ♦ ♦ �� x i EXISTING CURB AND/OR GUTTER PER CIVIL ENG. PLANTS 15 GALLON SIZE OR LESS WITHIN •� � ,. - � %����� �..j � Z THE BID. i♦ ♦ / '. . � • \ EXISTING PARKING SPACES LAYOUT. PER CIVIL ENG. TRACT #' 28818 L _ � / \ f - iG PAVING PER CIVIL ENGINEERS PLANS. 47 � IV - ♦, � :. � - � EXISTING AC PA G + - 100% CD SET 7 EXISTING CORNER HANDICAP RAMP PER CIVIL ENG. / j 12/28/04 i ♦ + j ' + j EXISTING DROP INLET COVER PER CIVIL ENG. 1 CITY COMMENTS >01 2 � � ♦ � EXISTING FIRE HYDRANT PER CIVIL ENG. 01104/05 . -- PROPERTY ROW PER CIVIL ENG. PLAN 2 CVWD COMMENTS / ❑ EXISTING IRRIGATION CONTROLLER PEDESTAL Q y ,• � + + _, 5 ® EXISTING STORM DRAIN PER CIVIL ENG. PLANS. j EXISTING TRASH ENCLOSURE (GATES & WALL) PER _ Z • ARCHITECT'S PLANS. EXISTING SCE TRANSFORMER/BOXES PER CIVIL ENG. j PLANS. �. � ------ - / a' � r 3 �"�. DESIGN / / EXISTING CARPORT COLUMN - - "� O DEVELOPMENT CONSTRUCTION J a., 'i •,;. , - -. J DOCUMENTS pVr;L t;J`GPKS CEPAR TRT NT - PACKAGE •• ' ` / CONSTRUCTION e - CJ!IY < < kLt�i DESERT - - - ISSUE $ n December 6, 2004 j 0 57 10 20 1 LM - / SUMMER N SCALE: 1'-10'-O' - — f / / • y THESE PLANS HAVE BEEN REVIEWED• BY THE COACHELLA VALLEY WATER MS DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1, CHAPTER 3 2 r, ARTICLE 10.8, SECTION 66597 ET. SEQ. REQUIRING EFFICIENT LANDSCAPE AND 204139.00 IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY g / (CITY AND COUNTY).•2 oval of this drawings by CVWDI Staff does not constitute approval to encroach into HARDSCAPE/ district and USBR Rights-of-Way. Trues, plants, walls and permanent structures of any kind may not be planted or Installed In CVWD and USBR easements of right-or-way LANDSCAPE without first obtaining an encroachment permit from CVWD. PLAN / DATE: WATER MANAGEMENT SPECIALIST L381 DEVELOPMENT SERVICES SUPERVISOR \ _ �:�:`:.� � �•��.:`� ,,. :: � __ I I �_ � ENHANCEMENT SITE HARDSCAPE LEGEND LANDSCAPE MATERIAL LEGEND 6 ' —viEw 2}'L3 I — - 1' ACCENIT TREES BOTANCAL/COMMON NAME 1 '+' �p SYMBOL W. DESCRl1wrM De#ei Sheet VIEW 3/L3. i� _ I Acacia farnesiana �-`' ' 1 --- \ SWEET ACACIA i • • 20" MAX HIGH PLANTER WALL. 3 L41 ahlbergia sissoo i I j/ � ,f • I 2 �--_-`" I' � ISS00 TREE _ � O2 NEW/ADJUSTED PLASTIC HEADER. 2 L41 ��•� ' + I i O ` Schinus molle I O I I ____ s CALIFORNIA PEPPER TREE a group® 16 ♦ 3 NEW CMU COLUMN. 4-5 L41 ��/ � i �- � 1 \ ® O Landscape Architecture • Acacia aneura ® // ♦ I \ N CMU PERIMETER WALL 1 L41 MULGA Environmental Design 2L \\ / ® / ' ♦ 7 1 -f I J ) I�. \ RUSTED STEEL PANELS © s r.T, 7 I 1 1 1 I I O5 6 LAI EXISTING TREES NTRY THEME WALL. D \AN CA tc jH I %,' I 1 NEW/ADJUSTED TURF AREA. �1 PALL TREES BOTANCAL I COMMON NAME � t � / j/ O / I\ I 1 I 1 � �'" ,1 \ ; ` ®— ��� 0 nature PROPOSED CONTOUR BERMS. L3X Washingtonia robusta R i MEXICAN FAN PALM � � l l �• 'I `I� �O � � �� '� \, � �' � `� $ PROPOSED ENTRY TRELLIS. 6-7 L41 ��F� o i , ` O f EXISTING PLANTER WALL TO EXISTING PALM TREES C��It 817 Nort a Avenue 3 L41 REMAIN. Phoenix,Arizona 85004 1 I \ i \ G ELEVATED COLUMN TO MATCH SHRUBS BOTANCAL/COMMON NAME ph 602.462.9000 fax / / /• 1 -- t J ® 10 6-7 L41 TRELLIS. 602.462.9001 v�E�q► g/L3. \ 1 I - , I � \ �C PROVIDE 4"AIR SPACE BETWEEN 1 Cassia oliogophila NEW AND EXISTING WALL. OUTBACK CASSIA H O U S T O N / �, / / ij / T '\ii ' r • +' I - EXISTING SIGNAGE TO Bougainvillea species 'CRIMISON JEWEL' T Y N E R 12 RELOCATED DEMO. BUSH BOUGAINVILLEA Peninsularis Ruellia Architecture I I / •, c \ I _ � � ® NEW SIGNAGE LOCATION. RAJA RUELLIA Interior Design Tecomaria car ensis / J -� D 1 \ 14 NEW BACKFLOW LOCATION. CAP HONEYSUCKLE ° � ,-_ E 13444 � I :• I 1 1 ® Leucophy lum frutescens 1 WATER FEATURE. t L4.2 Bali Way i' � ,' � i• ------ `� � ��` �-_- O � GREEN CLOUD SAGE / r� j / I°° 1 I I Marina FAX 310 I , I SAW CUT CONCRETE SIDEWALK L21 Baileya multiradiata Del Rey 827-5292 ® TOTAL= 160sgft. DESERT MARIGOLD `� r ,,✓_. � r' (, � � I• � , � o � California 310 _ r' ijl i I I I �• - `1 �I p 90292 827-5009 g j ` \ CONSTRUCTION NOTES' "Thu h lulo can SAGE Thundercloud SAGE A THIS PLAN INDICATES LAYOUT OF TURF SEPARATION LINES Muhlenbergia lindheimeri CAI AND SITE CONSTRUCTION FEATURES ONLY. NCN ow U B. REFER TO CIVIL, ARCHITECTURAL AND UTILITY PLANNER A ave weberi � /� 0 � `� _ �'� -- I 1 1 DRAWINGS FOR INFORMATION CROSS REFERENCED OR NOT g '' v >I 1 , r S AGAVE DESCRIBED HEREON \ , I WEBER .�.i 4� • . � 0 untia ficus indica : � �- ji � ; • -____-- ' � C. REFER TO ELECTRICAL ENGINEERS DRAWINGS FOR SITE P LIGHTING. PANEL CACTUS •�D. REFER TO CIVIL DRAWINGS FOR HORIZONTAL AND VERTICAL Penstemon s lli+0III-\ --,� , ___ i , ��- - I I>, 1 ' `� _ ---- -`•� CONTROL. 0 PENSTEMONp O •.� / ��� - �( N - I I �' 1 r Y E TYPICAL CALLOUTS AND DIMENSIONS ARE INDICATED ONCE PER SHEET. Salvia greggi Piz l '-'��- �' J`I I I__._-- F. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. ® AUTUMN SAGE cq c� V Chr actinia mexicana I I ' Q. LAYOUT CONSTRUCTION OF SIDEWALK SHALL NOT CROSS ys +-- \ 1 - PROPERTY LINE ADJACENT TO STREET. - DAMIANITA I ' q Caesalpinia pulcherrima II --- EXISTING FEATURE LEGEND • RED BIRTH OF PARADISE / / L _ I < I I • ' I I —r --6-C�- �� � � � Ili �•• � -- �I I� 1 1 � , r � DE3CRPTION EXISTING CONCRETE PAVING @ WALKWAYS Larrea tridentata ' ,• I CREOSOTE BUSH J Z EXISTING COLORED CONCRETE ACCENT PAVING Q Encelia farinosa O EXISTING CONCRETE VEHICULAR PAVING BRITTLEBUSH - M COLOREDN ACCENT VEHICULAR GIROUND COVERS BOTANCAL/COMMON NAME PAVING ~ ��; /��\ j .� �,� ------j i f- •1 t _ I/ �..t j ' I I I 7 I :=_= Lantana spp. 'gold mound' purple'EXISTING VEHICULAR INTERLOCKING PAVERS 00 GOLD MOUND/PURPLE LANTANA • ' Z EXISTING CONCRETE BANDING _ „ . Im EXISTING 2' VEHICULAR OVER HANG Dalea capitata Sierra Gold a 1 ' S DALEA O • 1 1 / EXISTING METAL HEADER BOARD Uu _� --- __ - 1 N ' \ / _�_ VINE$ BOTANCAL/COMMON NAME v �� \ EXISTING CONCRETE STEPPING PAD / %/ / I i •• `` -_��`� 1 } - \ \ �\ ' ,> EXISTING FIRE ACCESS ROAD. Campsis radicans Q Z - TRUMPET VINE , EXISTING GEO GRID/TURF BLOCK FIRE ACCESS BASE. 0_i I -L- - --- , t `I 1 \ y�� \\ MA BOTANCAL/COMMON WWE EXISTING PROPOSED CONTOUR BERMS - KEY MAP LOCATION \� \ ; .::1 O I ' '� f ? I •1 \\ \ \\ \ \ � ; � EXISTING BARBECUE LOCATION .: SOD s . ft. < : TIFF 315 OVER-SEEDED it 18 HIGH STONE VENEERED WALL j ( ) 4 ; \ I \ \ N T DECOMPOSED GRANITE 0 SHRUB AREAS N DESERT GOLD 2 MIN DEEP ALONG ` � j EXISTING ROCKS EXISTING FUTURE TRAM STOP LAYOUT ALL SHRUB AREAS & SHALL BE-� � � �:.�l:• .�....._. ",:_ 1 ; / , \,\ \\ \ , , VEHICULAR INTERLOCKING PAVERS AT CROSSWALK COMPACTED WETTED OLLED OR TAMPED • - I :: ,,� ,v: ' ,. , \ \` , �b LLLL i, 1 ® i \` \'\'\ r �•° i I I:.` .;. ' ., ,'` . \` \ \ �- i \ EXISTING FENCE LAYOUT SURFACE SELECT GRANITE BOULDERS - ` q::, ` :. • ��� 1 � + a, O MAN HOLE li \ \ \ i _- - ! I `'::f .. '.: .. �,. ... , , :� \ ''/ •\ --- CAPE CONTRACTOR TO PROVDE EXISTING HANDICAP PARKING. THE RELOCATION OF (50) EXISTM \ 1 I S 15 GALLON SRE OR LESS WITHIN 1- � I j I ' � :..:..:•�;.'•�� , ,:y,. .\ \ ; Z EXISTING CURB AND/OR GUTTER PER CIVIL ENG. THE BID EXISTING PARKING SPACES LAYOUT. PER CIVIL ENG. TRACT #' 28818 EXISTING AC PAVING PER CIVIL ENGINEERS PLANS. 100% CD SET I I J' 75. EXISTING CORNER HANDICAP RAMP PER CIVIL ENG . 12/28/04 J • I I I I r 1 as EXISTING DROP INLET COVER PER CIVIL ENG. CITY COMMENTS \ - ENG. T FIRE CIVIL E I EXISTING F E HYDRANT PER IVI *7 D04 I i'+ j ': '` :` :^ I �� ♦ _ 01/04/06 PROPERTY ROW PER CIVIL ENG. PLAN L CVWD COMMENTS jl ,y �i _ y I ♦ 4� . \ \ ; Q XISTING IRRIGATION CONTROLLER PEDESTAL EXISTING STORM DRAIN PER CIVIL ENG. PLANS. i I ♦ EXISTING TRASH ENCLOSURE (GATES & WALL) PER .I j ��-- -__I \ = :' %� ARCHITECT'S PLANS. ---- --_ EXISTING SCE TRANSFORMER/BOXES PER CIVIL ENG. PLANS. 0 DESIGN _ffi- EXISTING CARPORT COLUMN — i DEVELOPMENT CONSTRUCTION i y \ \ \ \ \ • DOCUMENTS BID/PRICING \ 1'\. >"y� � \ _.,\\ \ I • PACKAGE_ _ 0 CONSTRUCTION ISSUE IIr•. '� SUrSUN. ( December 6 2004 0 10 20 40 t .• SU MER �. ' i • I '� \ , 2 VEW 6 SON/L _ .. ,;. ;\\ \ �, � SCALE: rs 20r-os LM � ' :� \ MS THESE PLANS HAVE BEEN REVIEWED* BY THE COACHELLA VALLEY WATER \ DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1, CHAPTER 3 204139.00 \ \ ARTICLE 10.8, SECTION 65597 ET. SECL REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY AND COUNTY). 1 'Approval of this drawings by CVWD,Staff does not constitute approval to encroach into HARDSCAPE/ ' • , 1 district and USER Rights-of-Way. T plants, walls and permanent strwwres of any 2 L3 kind may not be planted or hataned i CVWD and USER easements of right-or-way LANDSCAPE F,5 Iwithout first obtaining an enc roacixner t permit from CVWD. 1 I v�Ew 3 3. PLAN ; VIEW 2 VIEW 3 DATE: WATER MANAGB ENT SPECIA W L302 DEVELOPMENT SERVICES SUPERVISOR ENHANCEMENT SITE HARDSCAPE LEGEND LANDSCAPE MATERIAL LEGEND i — C ACCENT TREES BOTANICAL,COMMON NAIiiE 3.2 = SYMBOL NO. oEscFPrloN DeW sheet + Acacia farnesiana 4 SWEET ACACIA .3 ,' ; :-_ \� \ \ 1M� 20 MAX HIGH PLANTER WALL. 3 LAII d ahlbergia sissoo \ i \ \ t ® ISS00 TREE / \. \� - O2 NEW/ADJUSTED PLASTIC HEADER. 2 L4.1 k \ = Schinus molle a group® NEW CMU COLUMN. 45 L4.1 \�J CALIFORNIA PEPPER TREE Landscape • 1, '� \ Acacia Envonments Environmental CMU PERIMETER WALL. 1 L41 MULGAaneura \ \ ® RUSTED STEEL PANELS ® t ' _ EXISTING TREES ENTRY THEME WALL. 6 Ul1 \ , NEW/ADJUSTED TURF AREA. L21 PALMTREES BOTANICAL/COMMON NAIuE nature PROPOSED CONTOUR BERMS. L3.X R i Washingtonia robusta are \\ \ UJULLU MEXICAN FAN PALM PROPOSED ENTRY TRELLIS. 6-7 L4.1 FIJ�CAI�Fa� \ \ EXISTING PALM TREES 817 North Central Avenue / EXISTING PLANTER WALL TO O REMAIN. 3 L4.1 9 Phoenix, ph 602.62 9000 fax / \ �..\ �\ \ \\ �\ \ \ / ® ELEVATED COLUMN TO MATCH 6 LAI BOTANICAL/COIi6fON NAIiiE P \ % O TRELLIS. 602.462.9001 x � \ �C PROVIDE 4"AIR SPACE BETWEEN La1 Cassia oliogophila OO NEW AND EXISTING WALL. '�` OUTBACK CASSIA H O U S T O N / EXISTING SIGNAGE TO Bougainvillea species 'CRIMISON JEWEL' T Y N E R x E--� ATED DEMO. BUSH BOUGAINVILLEA v\ O RELOC Ruellia eninsularis P Architecture ' ✓vim / `� ` �. \ \ O ® NEW SIGNAGE LOCATION. BAJA RUELLIA Interior Design , Tecomaria carpensis g \ ® NEW BACKFLOW LOCATION. CAPE HONEYSUCKLE 13444 Q0 ` ` � \ / ,\ \ Leucophylum frutescens Bali Way O WATER FEATURE. 1 L42 O GREEN CLOUD SAGE Marina FAX 310 \ '" . ` \� SAW CUT CONCRETE SIDEWALK L21 Baileys multiradiata — \\ \ \ \ �- Del Rey 827 5292 °:.:''.: %' 16 TOTAL= 160s ft. ® DESERT MARIGOLD f ® O \ California 310 Leucophy lum candidum CONSTRUCTION NOTES "Thundercloud" SAGE 90292 827-5009 A THIS PLAN INDICATES LAYOUT OF TURF SEPARATION LINES Muhlenber is lindheimeri AND SITE CONSTRUCTION FEATURES ONLY. NCN / \ \\ \/0 \ ;' B. REFER TO CIVIL, ARCHITECTURAL AND UTILITY PLANNER Agave weberi }�0 DRAWINGS FOR INFORMATION CROSS REFERENCED OR NOT ® WEBERS AGAVE • \' \\\ ...\\ � � \ DESCRIBED HEREON. C. REFER TO ELECTRICAL ENGINEER'S DRAWINGS FOR SITE Opuntia ficus indica PANEL CACTUS O 4� �, -�:-��:� .• �\. ..- : :�\ \, `�, i LIGHTING. •1� � D. REFER TO CIVIL DRAWINGS FOR HORIZONTAL AND VERTICAL Penstemon s �+•+ CONTROL. 0 PENSTEMONp 414 O \.\ r. E TYPICAL CALLOUTS AND DIMENSIONS ARE INDICATED ONCE \ \ \ PER SHEET. ® Salvia greggi V ( \\ F. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. AUTUMN SAGE ^ ' / �- \ \ •: '.• ..�\ % 4 LAYOUT CONSTRUCTION OF SIDEWALK SHALL NOT CROSS Chrysactinia mexicana PROPERTY LINE ADJACENT TO STREET. DAMIANITA �� \ OX Caesalpinia pulcherrima EXISTING FEATURE LEGEND �' RED BIRTH OF PARADISE J DESCRPTION Larrea tridentate '494WEXISTING CONCRETE PAVING 0 WALKWAYS � CREOSOTE BUSH , J Z \.,. .... X EXISTING COLORED CONCRETE ACCENT PAVING -- °O Encelia farinosa O EXISTING CONCRETE VEHICULAR PAVING BRITTLEBUSH _ PAVING COLOREDN AC VEHICULAR Z 9EM COVERS BOTANICAL/COMMON NAME rA %� EXISTING VEHICULAR INTERLOCKING PAVERS Lantana spp. 'gold mound'/'purple' O Q� \\ h j • ° I \ �\ \ \ ` / \ ' '`' '"`''`" GOLD MOUND/PURPLE LANTANA • ■�'EXISTING CONCRETE BANDING Z „ . (� EXISTING 2' VEHICULAR OVER HANG Dales capitata Serra Gold O DALEA EXISTING METAL HEADER BOARD u+ VINES j BOTANICAL/COMMON NAME ❑O EXISTING CONCRETE STEPPING PAD — \ EXISTING FIRE ACCESS ROAD. Campsis radicans Q Z TRUMPET VINE _ $ 7 \ \ \\\ \ \ \ ® EXISTING GEO GRID/TURF BLOCK FIRE ACCESS BASE./COMMON NAME EXISTING PROPOSED CONTOUR BERMS KEY MAP LOCATION \. \ EXISTING BARBECUE LOCATION :» �`-:- ' ft s . . > \ " TIFF 315 (OVER—SEEDED) • / \\\, O \ \ \ ) EXISTING 18" HIGH STONE VENEERED WALL \ =� DECOMPOSED GRANITE 0 SHRUB AREAS EXISTING ROCKS sHo DESERT GOLD 2 MIN DEEP ALONG a EXISTING FUTURE TRAM STOP LAYOUT ALL SHRUB AREAS & SHALL BE \ _ COMPACTED (WETTED/ROLLED OR TAMPED) ELLLL VEHICULAR INTERLOCKING PAVERS AT CROSSWALK L 'SURFACE SELECT' GRANITE BOULDERS - % \ \ \ \ \ EXISTING FENCE LAYOUT 1 -ti \; � / Q MAN HOLE - V CONTRACTOR TO PROVC E EXISTING HANDICAP PARKING. FOR THE RELOCATION OF (50) EXISTING 1, c = EXISTING CURB AND/OR GUTTER PER CIVIL ENG. S 15 GALLON SIZE OR LESS WR1-N THE80. EXISTING PARKING SPACES LAYOUT. PER CIVIL ENG. TRACT #. 28818 'EXISTING AC PAVING PER CIVIL ENGINEERS PLANS. \ Y 100% CD SET EXISTING CORNER HANDICAP RAMP PER CIVIL ENG. EXISTING DROP INLET COVER PER CIVIL ENG. 12/28/04CITY COMMENTS \\ \ D04 EXISTING FIRE HYDRANT PER CIVIL ENG. — 01/04/05 PROPERTY ROW PER CIVIL ENG. PLAN 2 CVWD COMMENTS ❑ EXISTING IRRIGATION CONTROLLER PEDESTAL X EXISTING STORM DRAIN PER CIVIL ENG. PLANS. EXISTING TRASH ENCLOSURE (GATES & WALL) PER \ \ \\ \ \� \ ARCHITECT'S PLANS. -- • EXISTING SCE TRANSFORMER/BOXES PER CIVIL ENG. - \. \�- \ / PLANS. ------- �\ o \ \ \\\\ \ \ Ll�\�., \\\ 0 EXISTING CARPORT COLUMN O DESIGN \\ \ \ DEVELOPMENT \' \ ` • CONSTRUCTION � \ \ \\ \ \ PU < < �, ,T _DOCUMENTS_ � BID/PRICING y \ \ \ \ • PACKAGE CONSTRUCTION \ ISSUE $ SUNSUr December 6, 2004 513. 0 10' 20' 40' - --- --_ �. - y \ \ \ SCALE: r-20'-0* _`M .� I \\� \ \ \ `` S7 THESE PLANS HAVE BEEN BY THE COACHELLA VALLEY WATER MS \I \\ /' \ \\ \ \ DISTRICT IN ACCORDANCE WITH ATER CODE TITLE ZDIVISION I CHAPTER 3 # 20413900 ARTICLE IDA SECTION 65597 ET. CL RECIUIRING EFFICIENT LANDSCAPE AND \ \ \ \ \ \ IRRIGATION DESIGN IN COOPERA ON WITH THE LOCAL GOVERNING AGENCY (CITY AND COUNTY1 \ \ \ \ Approval of thin drawings by CVWD Staff does not constitute approval to encroach Into HARDSCAPE/ district and USBR Rifts-of-Way.T plsnta,waft and permanent structures of any kind may not be panted or hstafed cvvtrD and USER easements of rlgM-or-way LANDSCAPE without first obta an en«o. � � �' CVWD. PLAN - I I DATE WATER MANAGEMENT SPECIALIST VIEW 4 DEVELOPMENT SERVICES SUPERVISOR 303 IN, ENHANCEMENT SITE HARDSCAPE LEGEND LANDSCAPE MATERIAL LEGEND ACCENT TREES BOTANCAL 100k&ON NAME ' \ o Detdl Sheet SYMBOL PIO. DESCFiPT10N 0, Acacia farnesiana ��! / ��, \ \ ` �\\ -�_\. \ ---_ _ ! r� i • , 1 20 MAX HIGH PLANTER WALL. 3 L4�1 SWEET ACACIA �v C�y, \ V\ �� y A \ ! �• 1 \ \ y x� A ahlbergia sissoo Schinus ISS00 TREE NEW/ADJUSTED PLASTIC HEADER. 2 L4.1 i \�s \�� i � 3 e CALIFORNIA ePEPPER TREE \ 1 NEW CMU COLUMN. 4-5 L4.1 \ / rOu pe 1 \ j r Landscape Architecture Acacia aneura Environmental Design CMU PERIMETER WALL. 1 L4�1 MULGA 9 \ \ �_ �, 5/L3. �,;\ ,' 1 1 , -- --- - \ RUSTED STEEL PANELS ® 4 : 6 L4,1 EXISTING TREES 1 I O ENTRY THEME WALL. Nc \ % / NEW/ADJUSTED TURF AREA. PALM j%ES BOTANICAL/COMMON NAbE PROPOSED CONTOUR BERMS. L3X Rfa ! as Washingtonia robusta � / �`�,'--��-�" ` � ' \\ ' •` MEXICAN FAN PALM _____,_ - � � V •\ $ PROPOSED ENTRY TRELLIS. 6 7 L4.1 FOF CAL1F��� � - ����� � �, ,� ,\� � �� v'� ��---- \ \ 1 � EXISTING PALM TREES , PLANTER WALL TO 817 North Central Avenue 13 \ \ O REMAIN. Phoenix,Arizona 85004 h 602.462.9000 fax I \ \yam ELEVATED COLUMN TO MATCH 6-7 L4.1 SHRUBS BOTANICAL/COM!�ION NAME P \ .' \ � .y + \ ��t + - - { O TRELLIS. 602.462.9001 \, PROVIDE 4"AIR SPACE BETWEEN Cassia oliogophila \\ / `>� �` !\ �' �+ y �!' , \ �' t� �C OO NEW AND EXISTING WALL. L31 OUTBACK CASSIA H O U S T O N ` SIGNAGE TO Bougainvillea species 'CRIMISON JEWEL' T Y N E R l i -- I 12 �' E--� vEXISTING RELOCATED DEMO. BUSH BOUGAINVILLEA NEW SIGNAGE LOCATION. Ruellia eninsularis p Architecture ® 4 BAJA RUELLIA Interior Design \ Tecomaria car ensis ® NEW BACKFLOW LOCATION. CAPE HONEYSUCKLE 13444 WATER FEATURE. 1 L42 Leucophyilum frutescens B°Marina FAX 310 GREEN CLOUD SAGE SAW CUT CONCRETE SIDEWALK �1 Baileya multiradiata Del Re 827-5292 �6 TOTAL= 160sgft. DESERT MARIGOLD Y California 310 Leucophyllum candidum \\ y O » » 90292 827-5009 s CONSTRUCTION NOTES Thundercloud SAGE _� !� / , /II' �' \• - \ A. THIS PLAN INDICATES LAYOUT OF TURF SEPARATION LINES Muhlenbergia lindheimeri AND SITE CONSTRUCTION FEATURES ONLY ARCHITECTURAL AND UTILITY PLANNER W 4-4 � \ B. REFER TO CIVIL, Agave weberi •�i 4-4 DRAWINGS FOR INFORMATION CROSS REFERENCED OR NOT \',� \ ® WEBERS AGAVE +24 �f , \ DESCRIBED HEREON. � -� ! 1 1 i 0 untia ficus indica vv y \ p -� �J f �� / � . `\ �'� 1 !� � I i � � \ �� +12 � \ C. RGHTINTO ELECTRICAL ENGINEERS DRAWINGS FOR SITE � . PANEL CACTUS � D. REFER TO CIVIL DRAWINGS FOR HORIZONTAL AND VERG. TICAL Q O Penstemon sp _+s / '' \\ �`\ \, CONTROL. O PENSTEMON , � E TYPICAL CALLOUTS AND DIMENSIONS ARE INDICATED ONCE i <, / �, -i i r/ - \ PER SHEET. 9 99 \ ,%� ® Salvia re i V A Ai v _ A�� ��� / O 1 ��\ ��V A C ` ' i <'> \ \ F. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. AUTUMN SAGE tt LAYOUT CONSTRUCTION OF SIDEWALK SHALL NOT CROSS Chr soctinia mexicana v 2 �\ t y v� PROPERTY LINE ADJACENT TO STREET. DAMIANITA Caesalpinia pulcherrima EXISTING FEATURE LEGEND y ! I ____--�� ' '" � � / ��'�/ � ���' `✓ RED BIRTH OF PARADISE ,- , DESCRIPTION SCALE: 1 10 0 Larrea tridentata %� VIEW6 EXISTING CONCRETE PAVING 0 WALKWAYS O� CREOSOTE BUSH Z f TRANSFORMER SCREEN EXISTING COLORED CONCRETE ACCENT PAVING Encelia farinosa O ' ' ' EXISTING CONCRETE VEHICULAR PAVING O BRITTLEBUSH ' Z 0 5 10 20 EXISTINGL ACCENT VEHICULAR - _- r -' / i COVERS BOTANICAL I COMMON NAME - PAVING to EXISTING VEHICULAR INTERLOCKING PAVERS Lantana spp. 'gold mound'/'purple' GOLD MOUND/PURPLE LANTANA Z EXISTING CONCRETE BANDING Dalea capitato "Sierra Gold' - r ---- EXISTING 2 VEHICULAR OVER HANG � - DALEA EXISTING METAL HEADER BOARD uU :• , '. . 1111 EXISTING CONCRETE STEPPING PAD VAS BOTANICAL I COMi1vlON NAME ,°-t� ------- I c: � I— / 7 I L ; EXISTING FIRE ACCESS ROAD. c Campsis radicans Z TRUMPET VINE EXISTING GEO GRID/TURF BLOCK FIRE ACCESS BASE. MA BOTANICAL/COMMON NAME KEY MAP LOCATION EXISTING PROPOSED CONTOUR BERMS / /�" ►` `':,;` :.: ` ::: :..:; ' /� i , EXISTING BARBECUE LOCATION S s . ft. =r °• EXISTING 18" HIGH STONE VENEERED WALL TIFF 315 (OVER-SEEDED) NOT DECOMPOSED GRANITE ® SHRUB AREAS a -_jl ----___ EXISTING ROCKS sHowN " DESERT GOLD 2 MIN DEEP ALONG ALL SHRUB AREAS & SHALL BE \ EXISTING FUTURE TRAM STOP LAYOUT � { ''..i A COMPACTED WETTED OLLED OR TAMPED +24 ,•� : I ���� VEHICULAR INTERLOCKING PAVERS Al CROSSWALK 'SURFACE SELECT' GRANITE BOULDERS - EXISTING FENCE LAYOUT \ 1� �, i , ' / �/ �/ / ! � ' ! / 4 O MAN HOLE NOTES - - ' 'nag.r,�e �' / � �� % %,�� I I I ! I '� � j'j I '1 a i ' ,\ ' APE CONTRACTOR _/ � / ''\ � � TOR TO PROVDE EXISTING HANDICAP PARKING. Zi FOR RELOCATION OF (50) EXISTI�K# 2 j % ' _ I I o EXISTING CURB AND/OR GUTTER PER CIVIL ENG. PLANTS 15 GALLON SIZE OR LESS WITHIN / �C 1 .88 ---a I \ ` T \' THE BID. / + EXISTING PARKING SPACES LAYOUT. PER ,CIVIL ENG. TRACT #. 28818 EXISTING AC PAVING PER CIVIL ENGINEERS PLANS. 10096 CD SET EXISTING CORNER HANDICAP RAMP PER CIVIL ENG. /04 EXISTING DROP INLET COVER PER CIVIL ENG. I CITY COMMENTSL O i Do4 EXISTING FIRE HYDRANT PER CIVIL ENG. PROPERTY ROW PER CIVIL ENG. PLAN 2 CVWD COMMENTS �I--- / -- �� I I ® I O � 01/04/05 pEXISTING IRRIGATION CONTROLLER PEDESTAL Cj i ! I I I I • ® EXISTING STORM DRAIN PER CIVIL ENG. PLANS. _ EXISTING TRASH ENCLOSURE (GATES & WALL) PER Q ARCHITECT'S PLANS. I I N Q \ \ \�\\ ` � ,�,�,�!�' Y p EXISTING SCE TRANSFORMER/BOXES PER CIVIL ENG. L L_` �, I l_ _ I I -- I 1 \ PLANS. I _ DESIGN \ \ I 7 0 EXISTING CARPORT COLUMN _7 0 L-- ` _ DEVELOPMENT \ \ I I CONSTRUCTION DOCUMENTS- -- - _ � TI P ING B D/ RIC - '\ 1 , PACKAGE CONSTRUCTION ISSUE '- $ December 6, 2004 1 \ LM -- — \ \ \ ISUMMER suty -- -- -_ — _\ \ \ THESE PLANS HAVE BEEN REVIEWED' BY THE COACHELLA VALLEY WATER _MS DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1 CHAPTER 3 204139.00 ARTICLE M, SECTION 65597 ET. S120. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY a Ly *Awov l COUNTY,. HARDSCAPE/ 'Approval of this drawings by CVWD'Staff does not constitute approval to encroach into 'L Ic riot distild and be Mar ed oar-Maned CVWD and UM eassemfents o of any LANDSCAPE without first oWaftV an encroa permit from CVWD. (D scmz: r-40'-0* sCALE: r-10'-0' PLAN VIEW 5 VIEW 7 DUMPSTER SCREEN DATE: WATER MANAGB ENT SPECIALIST 0 20' 40' 80' 0 5' 10, 20' L304 DI VELOPMENIT SERVICES SUPERVISOR .iS I v II r � °nora ^linu�a 13m f 13M\ I `3°re fo 1 I l j LANDSCAPE MATERIAL LEGEND ENHANCEMENT SITE HARDSCAPE LEGEND JS \ / I jj�j J 1i.4 'S 16 J t ACCENT TREES BOTANICAL/COMMON NAME I,' �r ) j _ _ � r I SYMBOL NO. DESORPTION Detail Sheet j + Acacia farnesiona ! 6 3JVy° � I� � L_ �1 I �/` I r aalv3Hlr dwd �`�� 's 56: - a n°a / I �; �' I ;,1° 1 b; SWEET ACACIA O 20" MAX HIGH PLANTER WALL. 3 L4�1 - j \ 14� ( _ f I� W°°b Wb°030" .s ) A ahlbergia sissoo r ' ` A° I ISS00 TREE -� - I JN3W NEW/ADJUSTED PLASTIC HEADER. 2 L4.1 n �_ � \' ' \\ • - } _�V, -� ' f o r =� 1 s _ Schinus molle - ,S <., CALIFORNIA PEPPER TREE rou e °wah y NEW CMU COLUMN. 45 L41 -` ar I \� 1 ` ____ -' �\ •- _-_ Acacia aneura Landscape Architecture = I - - \'�x.\ 'y.��'� 1 �, e \!'( ' Tl - -' 4 Environmental Design \ �� CI (-� � MULGA O CMU PERIMETER ' WALL. 1 L4`1 9 - - i � � + •- 1 •• 5 RUSTED STEEL PANELS @ tt L41 N SCa : j x\ �,�` �\ 1 r- — - —- • EXISTING TREES O ENTRY THEME W LL. �ov� PALM TREES BOTANICAL/COMMON NAME © NEW/ADJUSTED � URF AREA. L21 v �� a'S �y `} iJ \/� / \'�, 1 •• - - Washin tonic robusta PROPOSED CONTOUR BERMS. L3X signature r )\r�' 1 1 h`d;`' MEXICAN FAN PALM O Ren w� are -- , ® P D ENTRY TRELLIS. 0-7 L41 �yT� _ • _-- _ -- -- -----_ _ CALIF � EXISTING PLANTER WALL TO 817 North venue •• /, EXISTING PALM TREES �F o I15 ° -- , � �� ( • =% �' ,,/� �1 � �_ O REMAIN. 3 L4`1 Phoenix,Arizona$5004 -� l ��'-6" •• , = __--- _ �_ SHRUBS BOTANICAL/COMMON NAWE ® ELEVATED COLUMN TO MATCH 0-7 LA1 ph 602.462.9000 fax � � �Ll�� =—__- -- O TRELLIS. 602.462.9001 J 1 r- _ i �� - _ _ _ - - - •• - - - - - _ Cassia oliogophila �C O PROVIDE 4"AIR PACE BETWEEN _ _ _ OUTBACK CASSIA P NEW AND EXISTING WALL. 1 H O U S T O N "� - / -�_ Bougainvillea species 'CRIMISON JEWEL' _ EXISTING SIGNAG TO T Y N E R Q •• Q BUSH BOUGAINVILLEA O RELOCATED DEM . 14 - Ruellia peninsularis O NEW SIGNAGE L ATION. Architecture /�- BAJA RUELLIA Tecomaria ca ensis Interior Design rp ® 14 NEW BACKFLOW LOCATION. CAPE HONEYSUCKLE O 13444 Leucophyllum frutescens Bali i Wa GREEN CLOUD SAGE 15 WATER FEATURE. 1 L42 Y Marina FAX 310 �J / - r� \ Baileya multiradiata SAW CUT CONCRETE SIDEWALK DESERT MARIGOLD 16 �1 Del Rey 827-5292 TOTAL= 160sgft. California 310 CONSTRUCTION NOTES 90292 827-5009 Leucophyilum candidum "Thundercloud" SAGE Muhlenbergia lindheimeri A. THIS PLAN INDICATES LAYOUT OF TURF SEPARATION LINES ICA NCN AND SITE CONSTRUCTION FEATURES ONLY. - ;•' % / Agave weberi B. REFER TO CIVIL, ARCHITECTURAL AND UTILITY PLANNER 4-A DRAWINGS FOR INFORMATION) CROSS REFERENCED OR NOT4-4 WEBER'S AGAVE DESCRIBED HEREON. ,� 0 •� Opuntia ficus indica C. REFER TO ELECTRICAL ENGI EER'S DRAWING. ° S FOR SITE O PANEL CACTUS LIGHTING. 0 Penstemon sp D. REFER TO CIVIL DRAWINGS OR HORIZONTAL AND VERTICAL A C-w; PENSTEMON CONTROL. � •.y E TYPICAL CALLOUTS AND DIMENSIONS ARE INDICATED ONCE '�""Iwo Salvia greggi PER SHEET. / ® AUTUMN SAGE M % U F. REFER TO SPECIFICATIONS FOR FURTHER INFORMATION. Chrysactinia mexicana CL LAYOUT CONSTRUCTION OF 'SIDEWALK SHALL NOT CROSS •$ ! h j DAMIANITA PROPERTY LINE ADJACENT TO STREET. Caesalpinia pulcherrima EXISTING FEATURE LEGEND J RED BIRTH OF PARADISE VIEW 8O CREOSOTE Larrea nBUSH '414* EXISTING CONCRETE PAVING @ WALKWAYS MA Z rrTT= MA 7Z ❑ Encelia farinosa EXISTING COLORED CONCRETE ACCENT PAVING v O r-+ Im O BRITTLEBUSH EXISTING CONCRETE VEHICULAR PAVING _ GROUND COVERS BOTANICAL/COMMON NAME WIANU EXISTING COLORED CONCRETEACCENT HICULAR Z PAVING Aw \� ' Lantana ' old mound' ur le' --_- � sPP• 9 �P P =:= EXISTING VEHICULAR 'INTERLOCKING PAVERS < � GOLD MOUND/PURPLE LANTANA ---- r..y EXISTING TE BANDING Z _ Dales capitata Sierra Gold ---- EXISTING 20 VEHECULmR OVER HANG op oc (n Vv; � � ���� -___� _ _ -�� DALEA EXISTING METAL HEA ER BOARD ,,u VINES �/C ❑❑ EXISTING CONCRETE TEPPING PAD E- OMMON NAME r--- \ �; I � _ � _ ----\---------- - EXISTING FIRE ACCESS ROAD. x' -� - -- ��,�„ ev Campsis radicans L ; Z \ �\ \ i I j I� i I' �_`` �- _ I i TRUMPET VINE \ \\ I ( -j�' _ ® EXISTING GEO GRID/TURF BLOCK FIRE ACCESS BASE. MATER AI.S BOTANICAL/COMMON NAME I i r / ��— _ - EXISTING PROPOSED CONTOUR BERMS KEY MAP LOCATION 2 V I I �1 - - t`�- OD s . ft. EXISTING BARBECUE LOCATION - �� l V j TIFF 315 (OVER-SEEDED) EXISTING 18 HIGH STONE VENEERED WALL a NOT DECOMPOSED GRANITE 0 SHRUB AREAS SHOWN DESERT GOLD 2" MIN DEEP ALONG EXISTING ROCKS a v, A � ---._- _ - ALL SHRUB AREAS & SHALL BETRAM EXISTING FUTURE STOP LAYOUT ,\ -- - COMPACTED (WETTED/ROLLED OR TAMPED) \ \ ' ° LLLL VEHICULAR INTERLOCKING PAVERS AT CROSSWALK My � - - i 15 ® _ li ;j 'SURFACE SELECT' GRANITE BOULDERS EXISTING FENCE LAYOUT \\ 0 - '�'� -� D` ' NOTES O MAN HOLE I � � I ! N i - - v j D � *LANDSCAPE CONTRACTOR TO PROVIDE FOR THE RELOCATION OF (50) DOST1NQ EXISTING HANDICAP PARKING. f PLANrr'S 15 GALLON SUE OR LESS WITI�N1 = EXISTING CURB AND/OR GUTTER PER CIVIL ENG. - %/ � \ \. EXISTING PARKING S ACES LAYOUT. PER CIVIL ENG TRACT #: 28818 \ ,\ ` -� '� • �:- ;\ \� \ \ � --� EXISTING AC PAVING 'PER CIVIL ENGINEER'S PLANS. \ 100% CD SET EXISTING CORNER HANDICAP RAMP PER CIVIL ENG. 12/28/04 EXISTING DROP INLET COVER PER CIVIL ENG. 1� CITY COMMENTS r ` '� • ' � 2 D04 EXISTING FIRE HYDRANT PER CIVIL ENG. -" _104/06 --- --_--- �_F I \ \' - / / i- �, \ \ -- PROPERTY ROW PER CIVIL ENG. PLAN 2 CVWD COMMENTS _ /<� W i/i% \ �\ \,\ \ ❑ EXISTING IRRIGATION CONTROLLER PEDESTAL u ig • '\ r i / ® EXISTING STORM DRAT PER CIVIL ENG. PLANS. ` \ \\ !I` EXISTING TRASH ENCLOSURE GATES & WALL PER • \ \\` /`; 14 / % i `\ ARCHITECTS PLANS. - ---- ---__ / \ ]EXISTING SCE TRANSFORMER/BOXES PER CIVIL ENG. PLANS. _- -- - \ EXISTING CARPORT C LUMN a O DESIGN DEVELOPMENT \ ' fi \ \\ \ �� \ ```\ \ • CONSTRUCTION Q� 1 / \ \ V • '\ --- \ %/ \. \\ i __ _DOCUMENTS / / �� O / / :• \ .� \ \ \ BID/PRICING i -- - i PACKAGE , \ \ CONSTRUCTION • \ \ ! ISSUE SUNSETwM December 6 2004 sum SCALE: 1'-20'-0' -- -2 LM - --- - i \ 0 5' 10, 20' THESE PLANS HAVE BEEN REVI D' BY THE COACHELLA VALLEY WATER MS DISTRICT IN ACCORDANCE WITH W TER CODE TITLE 7. DIVISION I CHAPTER 3 i ` ARTICLE 10A SECTION 65597 ET. Q REQUIRING EFFICIENT LANDSCAPE AND 204139.00 IRRIGATION DESIGN IN COOPERATI WITH THE LOCAL GOVERNING AGENCY V `C'� AND cOUNrn. HARDSCAPE/ / \ district and USER Rights-* to encroach W yval of this drawingsV1N� tapffdo�ea constitute approval waft and pwmanent huctures of into kind may not be planted or installed CVWD and USBR easements of right-or-way y LANDSCAPE a without first obtaining an encroa pemdt from CVWD.VIEW 9 PLAN DATE: WATER MANAGEMENT SPECIAIJST DEVELOPMENT SERVICES SUPERVISOR �7 NOTE: 3 ~ O PLACE CONTROL JOINTS IN CMU WALL AT 24' O.C. MAX. 1 2 U1 FINISH GRADE �$ 2 O LANDSCAPE AREA. 6 Q PLASTIC HEADER TO MATCH 0 8"x8%16" CMU WALL W/ #4 VERT. 48"O.C. PLUS. �III — PER MANUF. EXISTING @ PHASE IV HORIZONTAL REINFORCING 16 GA LADDER WIRE EVERY \ V Y VU I� RECOMMENDATIONS TURF 5'-0" 3 OTHER COURSE I ' _ ! I— ! I ) I I _ _ ® 3/8 DECOMPOSED GRANITE a rOu 3 GROUT SOLID BELOW GRADE I " 4 CON C. FOOTING W 2 4 CONT. I I 1=1 ! I= I_= -! =1_I !--_' I ; _! I ----I I E,{= p � 1 � / # I=- (i I! ! !--=1 ! I I ! !_ ! i (-! ! !_! 0 STAKE @ 3 0.C. TO MATCH Landscape Architecture 7 50 (1 ) #5 CONT. IN 8" DEEP GROUTED BOND BEAM. =1ii- —1 ; !_= -� +_ 1 '=- ! ! !=!II II-=! ! != EXISTING @ PHASE IV. Environmental Design i ; l 11- II II=1 ! !=II !—!i; =I�1__lil- 1; Mmw © FINISH: HEAVY ROUGH SAND STUCCO— COLOR: TO BE I I !El I !=!! I !-! i-! ( I--! I I—I. ! I—I ! i—=! I I �I I IT/ I i I— !I !--! I !-! !_�! I--1 I I !F=1 I 1=1 I 1—! ! !- ! 11 SELECTED --11 !_!II—!11=_I !_I-111=I ! i ! ; 1—III, # I=11 { —I ! — TT i; I !;.INOTES=_ ' - ' 1 = I != ! II- ' !_ ° 111 l_II---III , __ _ _ _ Q EXISTING CART PATH. VERIFY @ FIELD II !--1_( I- ! ! !=-III—(I .-�! I !-1i1_-ICI—+ ! I=III. II—I ! f=- .lil—li !_0I -_, II- 1 . INSTALL PER MANUFACTURES SPECIFICATIONS 24 -1 I !-_! I !-_ !-!I =I ;-i - 1=!I ; s COMPACTED SUBGRADE PER SOILS REPORT _! 11_I-==I I I--1 i ! i I- I!1= !I !-!1 ! - _I 11-! I I= ._ g _!I I l I O i -I I !-1! !=4! i-1 i 1=-._I I (_!i! ! (=11. I I 1 !,( ! I;' ! I =1_! I 2. PROVIDE 7 GA. STEEL HAIRPIN AT SLIP nature (3) #4 CONTINUOUS. 1 - '! ! _ ! ) I_II_-=1 I ! !.--! ! ! -_! 111 !- _` ` ` JOINTS PER MANUFACTURES SPECIFICATIONS e�� a� =III d — • - �d CP 11 EXISTING CONCRETE HEADER 4 IONS n ue3. REF R TO MANUFACTURES S ECIFICAT 817 NoEXISTING SIDEWALK. FOR RADIUS MIN. 5 Phoenix,Arizona 85004 3'-0" 12 SLEEVE TO DRAIN EVERY 3' O.0 Li ph 602.462.9000 fax 602.462.9001 PERIMETER WALL. NO SCALE 1 PLASTIC HEADER NO SCALE 2 H O U S T O N T Y N E R 2'-9" 0 8"x8"x16" CMU WALL W/ #4 VERT. 24" O.C. PLUS. MIN 1 2'-5" '3 Architecture HORIZONTAL REINFORCING 16 GA LADDER WIRE EVERY MIN Interior Design OTHER COURSE tr°w 8 2 4 13444 L 20 LEDGED STONE VENEER FINISH TO MATCH EXISTING AT 3 3 Bali Wa EXPOSED FACES. - � 1 4 y 6 C: g 2„ 6„ _ GROUT SOLID BELOW GRADE 2 7 Marina FAX 310 2 min 7 VERIFY ® =� California Del Re 827 5390 ® CONC. FOOTING W/3#4 CONT. VARIES 10 • 5 -6 � FIELD AT WOODEN _. .� 3 m in „ PERIMETER _ TRELLIS SEE DET 6-7 5 5 90292 827-5009 WALL/STEEL ICONS THIS SHEET EXISTING RETAINING PLANTER WALL TO REMAIN. VARIES e ��C_'�--- ` © NEW TREE (SEE SHEET L3.1 ). c by 61. c 5 6 5 4 ,_9» �„ 4L3/� 01 7 FINISH GRADE BERM AT PLANTING. - 1 ! __ 1 ; - ! I ; -i='.- 8 / 1 —! I I-�i I= _! MIN �c _ 6 6 ° ® COMPACTED SUBGRADE PER SOILS REPORT EXISTI - -_ =11I 1=_=.:1= „� a a _, _! Imo! ! 1 =1 ! ICI ! =! I 1=! I !=1 11= 4 $ 0 3 4 CONTINUOUS. 11 10 111 --.i l! _ # 20' _. _ I_ I—i I I=-1 E_ ! I =i I L I ! III—I(!—I 11-=1 I I_ 8 _f ! ! ! -_ ► !- 3„ I (�!I I^! ! !-=1. I !- I I ! _ { I i 1=! I I-=1 ! I_ _ "min i..l w'�;-�i 10 EXISTING LANDSCAPE AREA TO BE a - ,I I - !_ __._ =! - , , , - „= ,- I--� - - - - _- 13 iI -I ' i- - _ _!I 1=1 I I—! I 1—I I--,I I--111-! ! =I 11- ! �_ --I ! ! I f !�_I_ L _-� I I-1 I I—I I !=L_i_1= - — — _ ,_ -- � tcj ADJUSTED. REFER TO LANDSCAPE PLANS --III --I1 I ;--` -3 -4'''_- �— 1 I 111__ I _ � ; ; !_�,_ I=� - —I I — �- __! I - -_ _-_!i-- - --=1 ;-�; ; ENTRY DRIVE - -III;:I { , -! , _ _ 1 - ! _�! ! I-! ! !- I !=I►1=I i 11 EXISTING SIDEWALK AND CURB _ I I-- --! ! ; ; I ! ! �I—; _ ; I—! 1 ,_ i ;_ i Ct3 ._ — ._.—_ ! — d 11 =; ;--; - ( M 1 N V ASPHALT TO REMAIN. ! _- I ) -=' II ; II -11 !-; =! { - - _ � ! ! 1 ! , 1- _ I- ' ' ,, I !_ ! I - - I ! - '- _ ' � � ' ELEVATION I ( ! -I ! 1= ! ! 1= ! 3 -! ! ° Ld-_ . / %/' III fit SECTION 7 8 79 12 DRAIN PIPE SLOPED AWAY FROM WALL. 1 i 7-=I ! I ! ! !_ ! ! ! =! 11=i -I! ! ii iii I! I__ .lII-= ! I1=1I1=! ! !__I 3t_419 2, 13 GRAVEL FILL FOR DRAIN. -_! f i==1 ; I -1 ; 1-11 =111 __ ; ;_; ; ;_ 4 1 5 _IiII=! _ 2' NOTE: ' J Z 14 PLANTING SOIL 9 - _ I--- "� - - 8 2 0PERIMETER WALL. SEE DETAIL 1 THIS *PROVIDE SHOE! DRAWINGS FOR � SHEET. LANDSCAPE ARCHITECT APPROVAL. V o c�3 * - PLANTER WALL SECTION AT ENTRY DRIVE NO SCALE 3 2' I i 3'-4" ( COLUMNS. SEE DETAIL 4 THIS SHEET FOR COPIES OF ELECTRONIC IMAGE FILES Z --- !2-Y2" MIN. STRUCTURAL INFORMATION AND FINISH NEEDED FOR CONSTRUCTION CAN BE O 2 -4 2 -4 6' * 2'-9" MIN * (1) 1 /8" CORTEN STEEL PANEL GAINED WITH THE PERMISSION FROM • '- Z 16 -- V)® AS REQUIRED.rou oc � 4 O.C. � 4 2 ® LASER CUT SILHOUETTES ALL EDGES @ 9 p Q TOP VIEW FILED SMOOTH. SEE DETAIL 8 THIS * V W TOTAL NUMBER OF STEEL PANELS 2 BASE VIEW SHEET FOR SILHOUETTES SHAPES. AT MAIN ENTRYWILL BE 8, AND Q Z 16„ 14 VARIES CONCRETE CAP TO MATCH EXISTING. VERIFY @ FIEL: STEEL ANCHOR PLATE PER SHOP EACH PANELS ALL SHOW A Z $ 15 ----- )- -�J - 9 DIMENSIONS AND COLOR. DRAWINGS. DIFFERENT ICO SEE DETAIL 9 THIS r-- 6 -' _- I 5 3 c 7 8"x8%16" CMU COLUMN WITH (4) #4 VERTICAL © FINISH GRADE. REFER TO HARDSCAPE SHEET FOR TH OPTIONS. ?t _ 3 -- 8 REINFORCEMENT (1 ) AT EACH CORNER. GROUT SOLID PLANS. ° 17 4 MIN _ 12 2 _ 4 O ( ) #4 REBAR EACH WAY O� 4 SQ STEEL POST SET ON FOOTING ATAl tr = _;f _ _ __ 3 CONCRETE FOOTING WITH 4 THE END W/NO WALL Verif @ y =- _ ® #3 TIES AT 8" O.C. field 17 s CONTRACTOR SHALL ROUTE ELECTRICAL POWER, LIGHT FIXTURES CONDUIT AND ANY �-=�- .�--=`�. _% 0 ( LEDGED STONE VENEER TO MATCH EXISTING. NEEDED EQUIPMENT TO EACH COLUMN (NEW AND EXISTING). REMOVED EXISTING 7 T 10 13 5 = '� - 6 -, 10 17 verif -'�'" © FINISH GRADE / LANDSCAPE AREA. VENEER ON THE LEAST VISIBLE SIDE OF THE COLUMNS (@ EXISTING) ROUTE THE 'r 9 - Y\ CONDUIT AND REPLACE VENEER TO MATCH EXISTING. ALSO ONTRACTOR SHALL 16 field COMPACT SUBGRADE PER SOILS REPORT. =_ 1 I- SLEEVE UNDER EXISTING PAVING SURFACES AS NEEDED AND REPLACE/REPARED TO �! I , MATCH EXISTING CONDITIONS. _ ; --_ - - = =_ =-1==- - -! I= 1 TRACT #: 28818 -- — — d 3 NEW COLUMN DETAIL NO SCALE THEME WALL NO SCALE - ! _ 5 (i EXISTING CMU COLUMN STONE VENEER FINISH. ! I I-I - 100% CD SET '-- - - - - �1 1 /8" LASER CUT SILHOUETTES ALL NOTE: ADD 2 CMU COURSES (16") AND FINISH TO MATCH EXISTING LEDGED 2 EDGES FILED SMOOTH. CORTEN POWDER *PROVIDE SHOP DRAWINGS FOR LANDSCAPE *FOR SALES PATH PROVIDE 1 12/28/04 STONE VENEER. COAT FINISH ON ALL EXPOSED SIDES. ARCHITECT APPROVAL. EXISTING PRECAST CONCRETE CAP TO BE REMOVED AND PUT BACK AT EXISTING A\ CITY COMMENTS --- 3 1 NEW COLUMN. SEE DETAIL 4 THIS SHT. ONE ( 1 ) LI ZZAR D AND ONE 01/04/06 O / COLOR RUSTED (typ) *COPIES OF ELECTRONIC IMAGE FILES 2 CVWD COMMENTS TOP OF THE ADDED SECTION OF COLUMN. ® NEW CMU COLUMN W/ STONE VENEER FINISH TO MATCH EXISTING. PRECAST CONC. NEW / EXISTING CAP. SEE O2 STEEL SQ. TUBING REINFORCEMENT AT NEEDED FOR CONSTRUCTION CAN BE GAINED ( 1 ) TURTLE @ WATER �5 NEW PRECAST CONCRETE CAP TO MATCH EXISTING. DETAIL „4 THIS SHEET. BACK SIDE OF STEEL PANEL. PER WITH THE PERMISSION FROM a group. AS FEATURE. SEE DETAIL I /L4. 2 6 X 12 DISTRESSED/CEDARWOOD BEAM STRUCTURAL ENGINEER. REQUIRED. _ © EXISTING ENTRY DRIVE GATE. 4 4"X 8" DISTRESSED CEDARWOOD JOIST 2 CONCRETE FOOTING -Vv 0 EXISTING CURB. O / Q 00 G AND REINFORCEMENT MANUFACTURER SHALL ® EXISTING ACCENT PAVING DRIVE. `� ORNAMENTAL LIGHT FIXTURE BY ELECTRICAL ENG. PER STRUCTURAL ENGINEER. SCALE THE SI LH OUTTES TO DESIGN DEVELOPMENT �9 EXISTING SIDEWALK © 1 NOTCH AT EACH MEMBER TO FIT. GLUE --" -------� - ' " / FIT @ THE MAIN ENTRY TR Y • CONSTRUCTION 10 SAW CUT 1 ' OF SIDEWALK. SEE SHEET L3.1 MEMBERS. 1 4 -6 + — DOCUMENTS 11 NEW LANDSCAPE AREA. SEE SHEET L3.1 . 1 STEEL PANELS. SEE DETAIL - -- BID%PRICING- - - 0 BOLT FROM TOP. WOOD CAP AT BOLT. 2�+/- _ PACKAGE 12 NEW PERIMETER WALL TO REPLACE EXISTING CURB LAYOUT. SEE DETAIL 1 5 THIS SHEET. PROVIDE -CONSTRUCTION THIS SHEET ® EXISTING PRECAST CONCRETE CAP TO BE REMOVED AND +/_ 0_____ ISSUE ° PUT BACK AT TOP OF THE ADDED SECTION OF COLUMN. SHOP DRAWINGS. - -a 13 EXISTING CURB TO BE DEMOLISHED. 2 December 6, 2004 O ADD 2 CMU COURSES (16 ) AND FINISH TO MATCH 7 +/- _ 14 NEW LIGHT FIXTURES AT ALL ENTRY COLUMNS. EXISTING STONE VENEER. 6'+ - LM / 15 WOODEN TRELLIS - SEE DETAIL 7 THIS SHEET. 10 CONTRACTOR SHALL ROUTE ELECTRICAL POWER, LIGHT - f 16 EXISTING CART PATH TO REMAIN. FIXTURES CONDUIT AND ANY NEEDED EQUIPMENT TO EACH MS 17 CONTRACTOR SHALL ROUTE ELECTRICAL POWER, LIGHT FIXTURES CONDUIT COLUMN (NEW AND EXISTING). REMOVED EXISTING VENEER ' ',` 20413900 a AND ANY NEEDED EQUIPMENT TO EACH COLUMN NEW AND EXISTING . ON THE LEAST VISIBLE SIDE OF THE COLUMNS (@ REMOVED EXISTING VENEER ON THE LEAST VISIBLE SIDE OF THE COLUMNS EXISTING) ROUTE THE CONDUIT AND REPLACE VENEER TO HARDSCAPE (@ EXISTING) ROUTE THE CONDUIT AND REPLACE VENEER TO MATCH MATCH EXISTING. ALSO CONTRACTOR SHALL SLEEVE UNDER tpj I EXISTING. ALSO CONTRACTOR SHALL SLEEVE UNDER EXISTING PAVING EXISTING PAVING SURFACES AS NEEDED AND °fill < ' r0 er ck ra�bt {- T DETAILS RFACES AS NEEDED AND REPLACE REPARED TO REPLACE REPARED TO MATCH EXISTING CONDITIONS. ' '' dSU / MATCH EXISTING / _______ ! CONDITIONS. da PEDESTRIAN ENTRY PORTAL NO SCALE 6 WOOD TRELLIS NO SCALE 7 ICON ELEMENTS NO SCALE L4w1 8 „- NOTES • CONTRACTOR TO PROVIDE SHOP DRAWING . � .: FOR LANDSCAPE ARCHITECT APPROVAL. �f . . ,t ,t. • � : - _ .; u - ,_ , 2. rou LINER TO BE AT LEAST 12 14 ABOVE �r ,".H Landscape Architecture _.. : : . . _ ,_, �� . .. � � ..,. : � . _�� ” -3 � STATIC WATER LEVEL. .,. .,�„ _ .. .,. ,,.� � �, .K; ,_ ., - ,.�, ..: x... .:.. .. .: Environmental Design sc, ..."> .. ., ., : _r, , . •,, :._ _. . , , ,_ >;•. ,ice _. iAF ' U _ -� ,. - . KEY NOTE CALL OUTS , - .. , J nro 2 P WAY FROM BASIN. , 1 FINISH GRADE 2% SLOPE A 5 4 I! I - c " ' •_ - � - � � 2 4 SHOTCRETE CONCRETE 3,000 PSI MIN. GUNITE BASIN WITH 6x6 9 WELDED WI RE MESH. 817 North Central Avenue ;� , .__, ,, ,_•.s _ _ .. _ _ � � Q3 x ' Phoenix,Arizona 85004 FABRIC (BY CONTRACTOR . . ph 602 462 9000 fax ' 5 LINER: MIN. 30 MIL. BY CONTRACTOR. 602.462.9001 0 ' Y © BOULDERS. SURFACE SEL CTED H o U S T 0 N - . . w � � I •• T Y N E R = ` , ' : fi • Q) DESERT VARNISH/ SITE ROCK. .,., : X r . ; �s UNDISTURBED OR COMPACTED SOIL. Architecture 51"_ s;.r 9 BUBBLER IN POT SPILLING WATER FROM Interior Design , t ^✓: r'x.'- ..$.-1.' < ''' r �..'. . `vim -. '.. .Mry .q - ' POT OVER BOULDERS INTO POND BELOW 18 O.C. X 18 DEEP PLANT CAVITY PER PLAN. 13444 Bali Way a � _: - , _: .. .. . ••`• ... , ,:. <�-:.; ,_ , ~� 12 O.C. MARGINAL AQUATIC PLANT CAVITY. Marina FAX 310 Del Rey 827-5292 a >r MECHANICAL SYS. PER CONTRACTOR 12 WATER FEATURE OCalifornia 310 u r r AND SHOP DWGS. PROVIDE PUMP, FILTER, FILL, 90292 827-5009 v' :. RETURNS FITTINGS MAIN I DRAIN SKIMMER SYS. AND • '- - APPURTENANCES AS REQUIRED. sop a POTS T WITH PLANTING BOULDERS AND LANDSCAPE MATERIAL ON BERM. v . w , 14 DRIVEWAY. 15 4" THICK CONCRETE ON COMPACTED BASE ON �� ,► A 4a LANDSCAPE LEGEND A WATER FEATURE REAR VIEW � BERM PER PLAN. � � . WATER FEATURE FRONT VIEW 16 FIRE HYDRANT o �„� ACCENT TREES BOTANCAL/COMMON NAME SIZE 17 FIRE PIPE V Acacia aneura 48" BOX Cn � MULGA MULTI NOTES : AOUATIC PLANTS BOTANCAL/COMMON NAME SIZE J , yf ' x x� *PROVIDE ELECTRICAL TO PUMP. SEE SITE � �, CYPerus papyrus 5 GAL. ELECTRICAL. J Z , h <;� � NILE GRASS tea- V O +-+ Iris pseudacorus 5 GAL. *WATER SOURCE FROM ADJACENT IRRIGATION _ t4 fix. WATER IRIS Z MAIN. Lemna trisulca 5 GAL *PROVIDE SHOP DRAWINGS FOR LANDSCAPE O x y }, - KX � j "� _ DUCKWEED >� � xx ; ' �, � � � �� ? Nymphaea sp. 5 GAL. ARCHITECT APPROVAL. �.. z —ry` � • `� � '�� � � �.,�% `, " ;�� i `� �� � HARDY WATER LILIES Q cc SHRUBS SIZE LU -- S 0 �, • !;� p x � �, HESPERALOE PARMFLORA 1 GAL. 2 <*4.� Q 0 ,/ RED YUCCA Z MUHLENBERGIA LINDHEIMERI 1 GAL, N CN / 6 4 i Tagetes lemmonii 1 GAL. LEMMON MARIGOLD f 5 �` 3 Bougainvillea species CRIMISON JEWEL 5 GAL. �r -� BUSH BOUGAINVILLEA 4 4 a -> X • \ \ 0 4 Ruellia peninsularis 5 GAL. y / � BAJA RUELLIA 8 �� ��, 9 , � � 5 16 >,v � Tecomaria carpensis 5 GAL. 4 CAPE HONEYSUCKLE `\ ` ,j Carissa grandiflora 5 GAL. \ 1 \ 17 ;, ' ` \j �' •• NATAL PLUM \ Lantana camara 'carniville' 5 GAL. 14 ,:' TRACT #;� LANTANA � � I` � • x " 28818 13 y GROUND COVERS SIZE 1 VARIES v FRONT , ��� � /� 'n xy Lantana spp. "gold mound'%purple' 1 GAL. 11 r_ �'/ 100% CD SET �; ;; I // �� GOLD MOUND PURPLE LANTANA 50 50 MIX \ ,� VIEW _�, _ ` v / 12/28/04 "Sun Gold' i —; ,l ., ,� g • 1 � GAZANIA pp. G 1 GAL. -------- ----- ---_---- _ �i I ---- ----------__-----_-. - Gazania ,` �' � CITY COMMENTS - { • a ( —I = POND ! i 1,= j { Ili -; — I OVO4/05 Rosemarinus o. 'Prostratus' 5 GAL. _ --- 1== 16 r _ { _ :, !— ! ! !�I -- ! !— _ ! _=I f ! ! --- :1 \ � - - 2 CVWD COMMENTS ROSEMARY ^ a Ii =1 3 MAX - !- � l I_Tagetes lemmon 5 GAL EMMON MARIGOLD 15I - C — - ------ 13 6 Convolvulus cneorum 5 GAL. --- ° '` i � O ✓ SILVER BUSH MORNING GLORY ={ ' , o c F� t.; o n�y� �-- o r. I ! I I !i 8 ,, • MATERIALS BOTAh� &I COMMON NAME SIZE 7 i— o r , P o - —i — - - , _. Q — - I=1 I:�_._. i�_I _ _ 1- DESIGN o 0 0 - -_ - - , I t� 0 L1 ) f I_II , _ iI11i -' DEVELOPMENT 1 = ) ) 3 TO 5 DIA. i —I ;—1 i ,- -, - I ---- - �' 0 SURFACE SELECT GRANITE BOULDERS ( (-- I I I !=- — CONSTRUCTION .F DOCUMENTS -� TERRA-COTTA CLAY POTS 4 DIA. —i !� i_._-__ I I—i ! - • O OR EQUAL BY OWNER 3' DIA 7 -I I r._- ! I I I ,— 3 8 12 PACKAGE NG O �. �? x VIEW % ;, CONSTRUCTION--- . �v ;< �,; '?y} , SECTION AT WATER FEATURE ISSUE - -_- , � 8 ��� � ' , x� ` 13 ; , �T -December 6, 2004 r, PIT - - n k��h/N Y 1,�Z LM y 6 THESE PLANS HAVE BEEN REVIEWED$ BY THE COACHELLA VALLEY WATER _MS ---- 'X/ DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DNhSION 1 CHAPTER 3 20413900 ARTICLE = SECTION 66597 ET. $120. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY y � (CITY AND COUNTY. 'Approval of this drawings by CvwD Staff doss not constitute approval to encroach into HARDSCAPE district and USBR Rights-of-Way.T plants,wale and permanent structures of any <f � X n / kind may not be planted or ents CVWD and USER easem of right-or-way DETAILS 4 without first obtaining an enrxoa porn* from CVWD. DATE: WATB; MANAGBMff SPECMUS'T L4m2 PLAN AT WATER FEATURE AT MODELS BLDG NO SCALE 1 DEVELOPMENT SERVICES SUPERVISOR IRRIGATION EQUIPMENT LEGEND SYMBOL MANUFACTURER AND MODEL WATER METER, SIZE PER PLAN — EXISTING TO FR REMAIN. VERIFY SERVICE, PRESSURE AND LOCATION IN FIELD. ELECTRIC SERVICE—PROVIDE BY OWNER. VERIFY SERVICE AND LOCATION IN FIELD. \ \� \� HAYWARD BASKET STRAINER MODEL #72 WITH BALL VALVES AND 80 MESH MONEL SCREEN--EXISTING TO REMAIN. a group® WILKINS #510 PRESSURE REGULATOR SPRING RANGE Landscape Architecture 75-125 PSI)--EXISTING TO REMAIN. Environmental Design MASTER CONTROL\, VALVE. RAIN BIRD MODEL EFB-CP. \ �\. ELECTRIC REMOTE CONTROL VALVE. SIZE PER PLAN. ,��+�SC'•.�,;�,. EXISTING TO REMAIN. DATA INDUSTRIAL MODEL HFS125 FLOW METER. SIZE c \ \ PER PLAN EXISTING TO REMAIN. igrajuld NIBCO FBV-SERIES FULL-PORT BALL VALVE. SIZE \ ne a+ PER PLAN. EXISTING TO REMAIN. \ \ \� PER MAINLINE SIZE, to \, \\ \ i \ ■ RAIN BIRD 33D-LRC QUICK COUPLER. INSTALL ON \ Ca MAINLINE PER PLAN. EXISTING TO REMAIN. 817 North Central Avenue % e RAIN BIRD MODEL EFB-CP ELECTRIC REMOTE Phoenix,Arizona 85004 CONTROL VALVE. SIZE PER PLAN. EXISTING TO ph 602.462.9000 fax REMAIN. 602.462.9001 MAINLINE--EXISTING TO REMAIN. SCH. 40 1" THRU 1-1/2"; CLASS 315 PVC 2" OR LARGER. H O U S T O N R CLASS 200 PVC LATERAL LINE (BURY 12" BELOW T Y N E R FINISH GRADE). EXISTING TO REMAIN EXCEPT WHERE SHOWN. Architecture CLASS 315 PVC MAINLINE, LATERAL LINE AND WIRE Interior Design `� %/ ��� - �\ SLEEVES-BURY 24 BELOW FINISH EXISTING ROAD WHERE LANDSCAPE PLANS CALL i / % ! � � '� 1 \ SUB-GRADE. EXISTING TO REMAIN. 13444 CONTROL AND COMMON WIRE 14 AWG-UF DIRECT Bali Way FOR THEE ADDITION/DELETION : _ - rr 1 !_ - _ i NOT SHOWN # ( Marina FAX 310 r�_ ,� rL �� / / BURIAL) SOLID COPPER WIRE (BURY WITH MAIN LINE) 827-5292 �, / ' , / /% t UL APPROVED. EXISTING TO REMAIN. Del Rey A. CONNECT TO EXISTING PVC �� L, 1_ r �_ � FT � \ -� � / VERIFY ELECTRIC SERVICE POC FOR IRRIGATION California 310 --�� /i I' -}_"�. r / NOT SHOWN CONTROLLER-INSTALL SERVICE PER ELECTRICAL 90292 827-5009 PLANS PROVIDED BY OWNER. EXISTING TO REMAIN. .. LATERAL PIPE & INSTALL NEW PIPE _ jq ITT_ RAIN BIRD MODEL ESP-SAT SERIES IRRIGATION AND EMITTER ASSEMBLY TO CONTROLLER IN HIGH TECH IRRIGATION STAINLESS N .► STEEL CONTROLLER ENCLOSURE MODEL •, � � / % i /i , /y;;-, \ _T -1,L - _ \ HTI-ME-SS-LK-E32-SAT-PT-TS TOP MOUNT. NEW TREE AS DETAILED. r T= _ -�\ '� •.� ENCLOSURE PER IRRIG. PLAN. EXISTING TO REMAIN. O � � T B E DELETED IRRIGATION HEAD LEGEND B. WHERE TREES O , , , ;; /, � ,, \ + ' ' _- •� o REMOVE EMITTER & CAP PIPE. , /, �, �� %/ _ , _ \, Psi PA + �+ _ y 0 -T=-! �� � v � � / �\ SYMBOL MANL FACTUF�i AND MODEL F H Q T q�AgK�+ /;� � / / / �__���` _T-: _� � i �" \ �w � `� RAIN BIRD .6 U SERIES / / /, r �> / / ;� -- n// A - - 25 12 1.85 �i WHERE LANDSCAPEP S CALL FOR / , , ,, , , 1 �- � -- � 2 � � 18o4-SAM PRS 12Q TURF POP-UP NOTE 2,3,4 SHRUB ADDITION/DELETION : i ;/ / / ' '- - �� ��� / /i,F{, 1 ._r_� / RAIN BIRD 25 12 1.85 1 2 U SERIES r 1804-SAM-PRS-12H -� ��+ /%� i i / j%,` �T�-i = �T�� ;i _ NOTE 2,3,4 � i --r- i ! � ;� -! �-r t�-'- � - � `_-� // ,/ � ��' � TURF POP U P � A. CONNECT TO EXISTING PVC / + ;� _ �' / /�' -� RAIN BIRD 25 12 1.85 2.4 U SERIES D � -�%�� � ;' ' -- -T-`�!--.�-1 r-�_ i j l � � 1804-SAM-PRS-12F � Z LATERAL PIPE & INSTALL NEW PIPE ;/ - / ; / � � � �7- �r _ ,_ /' TURF POP-UP NOTE 2,3,4 V O / i f _, �, `' ' ' - ' ' ' C N ECT TO IN PLANTING AREAS LESS THE 15 OR 10 THE CONTRACTOR / - - � - i (y=�._ �� / NOTE 1 AND `.f1�7�IhTT_E R ASSEMBLY TO NEW / ,`y r-T= r r T �T i / - 1 ! SHALL INSTALL PCS SCREENS PER THE LEGEND THIS SHEET L /i ,— T � �� �T // x, / � ,r=—� rE—,- � j . �_) � �, i I STI N G TURF I,p�2 ALL SPEINKLERS AND LATERAL PIPING SHOWN ON THESE 6 _ - SHRUB- -AS -D**EfAItED. / �r T�� �' a� �� / `�! : ._>� ;T � _�� T`- � � ;-,�� / PLANS ARE TO BE INSTALLED IN THIS PHASE OF WORK. •r � 1\�Y Z SPRINKLER SHRUB AND TREE IRRIGATION DRIP SYSTEM LEGEND WHERE, Ski RU B LS T D E LETt D, ad �- LATERAL PIPE MANUFACTURER Ate MODEL vUj \ / /j �- - ;- OVE :EMITTE.R .CAP PIPE. „ - r ,T - '__, RAIN BIRD TREE SYSTEM - 3/4 CL 200 PVC LATERAL SUPPLY BURY 12 BELOW FINISH GRADE. Z• ---! r-r�1 - Sri !� ��/ _ �F-, , � ` � '1 / - 0 PVC LATERALTF - _ RAIN BIRD SHRUB SYSTEM 3 4" CL 20 SUPPLY, BURY 12 BELOW FINISH GRADE. KEY MAP LOCATION RAINBIRD PESB SERIES 1" ELECTRIC REMOTE CONTROL - _ VALVE INSTALL WITH MATCHING SIZE PLASTIC BALL VALVE f 1� RAINBIRD PESB SERIES 1 1/2' PLASTIC ELECTRIC REMOTE - �- r� I CONTROL VALVE INSTALL WITH MATCHING SIZE PLASTIC r' ' BALL VALVE FROM 20 TO 50 GPM, SIZE PER PLAN. ,\\ a EXISTING TO REMAIN. i ,- `�' 3 4" BALL VALVE - FLUSH VALVE INSTALL ON THE END / } / t, ; , •' ; �,-i : I �1 !�, _�, _ -r �� j I 1� I_ = OF ALL 3 4 LATERAL LINES IN VALVE BOX TYPICAL. - �� RAIN BIRD SHRUB EMITTER MODEL# PFR/FRA24 w/ ONE / ;/ NOT ;f f XB-10PC-1032 EMITTER (LOCATE ON HIGH SIDE) PER - - J SHOWN � � � / rT - -_�.1-t'-' �_-- ��_ �E � _ �� ii •+ � SHRUB--TOTAL OF 1 GPH PER SHRUB 2- 1 / l\ RAIN BIRD TREE EMITTER MODEL# PFR/FRA24 x/ THREE jI r1 F-`1 r_ �T XB-20PC-1032 EMITTERS IN A TRIANGULAR PATTERN SHOWN% AROUND TREE ( 2 ON HIGH SIDE) PER TREE. TOTAL OF L, �1 y- TRACT #. 28818 I 6 GPH PER TREE. S� SENNINGER PRODUCTS, 3/4 PRESSURE REGULATOR, MODEL VALVE PMR-LF 20PSI. PER FLOWS LESS THAN 7 GPM. MODEL ;= ASSEMBLY PMR-MF 20 PSI. PER FLOWS 8 TO 20 GPM OR MODEL 10096 CD SET PR-HF 20 PSI PER FLOWS 21 TO 32 GPM RAIN BIRD WYE FILTER MODEL RBY075MPTX FILTER W 200 12/28/04 1 CITY COMMENTS � MESH SCREEN. PER FLOWS LESS THAN 9 GPM. MODEL VALE RBY100MPTX FILTER PER FLOWS 10 TO 18 GPM. AG 01/04/05 ASSEMBLY 2 CVWD COMMENTS 1 T ' PRODUCTS MODEL 4EH-1 vs -B-150 FILTER PER FLOWS 19 OT : ALL 12-F,OOT SPRINKLERS SHALL BE To 55 GPM. \� ; i ._r �� ��1 ALL DRIP IRRIGATION WORK TO BE PERFORMED IS INSTALLED A ..MINIMUM OF 18 FROM ALL CURBS, INDICATED BY NOTES ON THE PLANS. Q - • SI D EWAL S AND HARDSCAPE. NOTEs� _ ��� t 1-� \" i 1.) ALL 24 VOLT WIRING SHALL BE #14 UFUL DIRECT-BURIAL, SOLID Q / COPPER. ----- ---- �___- -- -- DESIGN 2.) ALL PIPE AND WIRING UNDER PAVED SURFACES SHALL BE IN "VAN" CLASS 200 PVC SLEEVES WHETHER OR NOT SHOWN. �- DEVELOPMENT NOTE: INSTALL RAIN BIRD VAN ' ---- CONSTRUCTION - ---- / / 3.) LOCATE VALVE BOXES IN PLANTER AREAS WHEREVER POSSIBLE CONSTRUCTION (NOT IN TURF). � •. DOCUMENTS __-- % NOZZLES FOR ALL ODD-SHAPED 4.) CONTRACTOR SHALL PROVIDE THREE #33K QUICK-COUPLER KEYS PACKAGE ' - __ • PACKAGE W HOSE SWIVELS. _ - -- ---- --- --------- / PLANTING AREAS 5.) VALVE KEY: CONTROLLER LETTER ~ ! ' ~ "` 1dT CONSTRUCTION ISSUE - • CONTROLLER TATION NUMBER GALLONS PER December 6 2004 i — LETTER MINUTE, ORnN5 ( R - -------- ' ---- -- 1 1 i (HEDGE), r i 2- 1 /2 i / o POT 0 5 10 20 LM VALVE SIZE ( ) ANNUALS T, S, PA PALM , ( ) �"� SCALES 1a10._p. ' MS THESE PLANS HAVE BEEN REVIEWED* BY THE COACHELLA VALLEY WATER i DISTRICT IN ACCORDANCE WITH WATER CODE TITLE Z DIVISION 1 CHAPTER 3 s 204139.00 ARTICLE 108, SECTION 65597 ET. $EQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY 15 j ' l i (CITY AND COUNTY). / 'Approval of this drawings by CVWD!Staff does not constitute approval to encroach into IRRIGATION district and USBR Rights-of-Way.T plants,waft and permanent structures of any kind may not be planted or installed CVWD and USBR easements of right-or-way PLAN I / /,' without first obtaining an erxxoa permit from CVWD. DATE: WATER MANAGEMENT SPECIALIST VIEW 1 IR50 %/ / DEVELOPMENT SERVICES SUPERVISOR AND, R ASSEMBLY TO NEW - ' IRRIGATIO EQUIPMENT LEG ND $ iRUB AS IrL>ED. (STING TURF SPRINKLER SYMBOL MANUFACTURER AND MODEL DELETtD, LATERAL PIPE WATER METER, SIZE PER PLAN — EXISTING TO / 2-1/2 �1lE.EIJTI' t.&C �� REMAIN. VERIFY SERVICE, PRESSURE AND LOCATION IN FIELD. ELECTRIC SERVICE—PROVIDE BY OWNER. �0 t` v y VERIFY SERVICE AND LOCATION IN FIELD. :..:��.�j �(�` HAYWARD BASKET STRAINER MODEL #72 WITH BALL j Q VALVES AND 80 MESH MONEL SCREEN--EXISTING TO REMAIN. 7� / 1 WILKINS #510 PRESSURE REGULATOR (SPRING RANGE e group® l 2-1/ / Li // " A `� 75 ` -125 PSI)--EXISTING TO REMAIN. Landscape Architecture / MASTER CONTROL VALVE. RAIN BIRD MODEL EFB-CP Environmental Design / ® ELECTRIC REMOTE CONTROL VALVE. SIZE PER PLAN. EXISTING TO REMAIN. �. DATA INDUSTRIAL MODEL HFS125 FLOW METER. SIZE \ v OT'E ALL 12-FOOT SPRINKLERS SHIALL BE PER PLAN EXISTING TO REMAIN. INSTALLED A MINIMUM OF KL FROM ALL CURBS NIBCO FBV-SERIES FULL-PORT BALL VALVE. SIZE nature SIDEWALKS;AND HARDSCAPE. ~ PER MAINLINE SIZE, PER PLAN. EXISTING TO REMAIN. e e a ate. ■ RAIN BIRD 33D-LRC QUICK COUPLER. INSTALL ON ;%/ ' NO INSTALL RAIN BIRD "VAN" MAINLINE PER PLAN. EXISTING TO REMAIN. F�F CAL�Fo ! x h-1/2" I�IOZZLES FOR ALL ODD-SHAPED RAIN BIRD MODEL EFB-CP ELECTRIC REMOTE 817 North Central Avenue Phoenix,Arizona 85004 � � � ��--�, i l /� lI � I -� / �/ �, '� � / PLANTING AREAS 8 CONTROL VALVE. SIZE PER PLAN. EXISTING TO \\--Via/ / / /' 2-1/2" I I if ' � / -- J REMAIN. ph 602.462.9000 fax N MAINLINE--EXISTING TO REMAIN. SCH. 40 1 THRU 602.462.9001 J 1-1/2 ; CLASS 315 PVC 2 OR LARGER. / � / l / ; ) /, \ ; / I /'//' /f� •2 CLASS 200 PVC LATERAL LINE (BURY 12" BELOW H O U S T O N �iJ FINISH GRADE). EXISTING TO REMAIN EXCEPT WHERE T Y N E R 2-1/2"l/ �/ \ I //i / ` SHOWN. # CLASS 315 PVC MAINLINE, LATERAL LINE AND WIRE Architecture SLEEVES-BURY 24" BELOW FINISH EXISTING ROAD Interior Design / � SUB-GRADE. EXISTING TO REMAIN. . _J / \`,- I l / 2-1/2" NOT CONTROL AND COMMON WIRE #14 AWG-UF (DIRECT 13444 Bali Wa R / ; / l / BURIAL) SOLID COPPER WIRE (BURY WITH MAIN LINE) y UL APPROVED. EXISTING TO REMAIN. Marina FAX 310 VERIFY ELECTRIC SERVICE POC FOR IRRIGATION Del Rey 827-5292 NOTSHONM CONTROLLER-INSTALL SERVICE PER ELECTRICAL California 310 WHERE LANDSCAPE PLANS CALL / PLANS PROVIDED BY OWNER. EXISTING TO REMAIN. 90292 827-5009 o / �I i FOR TREE ADDITION/DELETION: -0 i � � // / / � I RAIN BIRD MODEL ESP-SAT SERIES IRRIGATION l '; A. CONNECT TO EXISTING PVC CONTROLLER IN HIGH TECH IRRIGATION STAINLESS LATERAL PIPE & INSTALL NEW PIPE STEEL CONTROLLER ENCLOSURE MODEL II AND EMITTER ASSEMBLY TO HTI-ME-SS-LK-E32-SAT-PT-TS TOP MOUNT. GOP ,' NEW TREE AS DETAILED. � V ZLENCLOSURE PER IRRIG. PLAN. EXISTING TO REMAIN. .� •Rj / 2-1/211 / o!, v� l ci B. WHERE TREE IS TO BE DELETED R IRRIGATION HEAD LEGEND �, 4 REMOVE EMITTER& CAP PIP E.-� O PATTERN�- •1� ^ O F� WHERE LANDSCAPE PLANS CALL FOR P.Sl CIPM � •r�l SHRUB ADDITION/DELETION: O .--� SYMBOL MANUFAC URER AND MODE IFo H T REMARKS -I- I 11 i A. CONNECT TO EXISTING PVC RAIN BIRD 25 LATERAL PIPE & INSTALL NEW PIPE 12 1.85 •6 U SERIES (e� U 1804—SAM—PRS-120 AND EMITTER ASSEMBLY TO NEW TURF POP—UP NOTE 2,3,4 .� J SHRUB AS DETAILED. RAIN BIRD CAI B. WHERE SHRUB IS TO BE DELETED, 1804—SAM—PRS-12H B. 12 1.85 1.2 U SERIES 1I REMOVE EMITTER& CAP PIPE. TURF POP—UP NOTE 2,3,4 , ,' RAIN BIRD 25 12 1.85 2•4 U SERIES D / / r 1804-SAM-PRS-12F /CONV� EXISTING �, I I I I I TURF POP-UP NOTE 2,3,4 , =.j Z I / / / F P VALVE TC? ��� � I � NOTE 1 � O C� a // ✓� IN PLANTING AREAS LESS THE 15 OR 10 THE CONTRACTOR TURFi'$ RAY VALVE �l I SHALL INSTALL PCS SCREENS PER THE LEGEND THIS SHEET _ / & C NNECT • J ALL SPEINKLERS AND LATERAL PIPING SHOWN ON THESE ���� SAL PIPE J / �' ' Ij ��2 PLANS ARE TO BE INSTALLED IN THIS PHASE OF WORK. ~ SHRUB AND TREE IRRIGATION DRIP SYSTEM LEGEND --- Z �--� -1 I- ;'� ( R /2" l i, `r:...:::.:. .-. •,,,� SYMBOLMANUFACTUREt AND MODE(. � ad CA) » W RAIN BIRD TREE SYSTEM - 3/4 CL 200 PVC LATERAL 11/20 SUPPLY BURY 12" BELOW FINISH GRADE. (Q F- I RAIN BIRD SHRUB SYSTEM - 3/4 CL 200 PVC LATERAL Z SUPPLY BURY 12" BELOW FINISH GRADE. RAINBIRD PESB SERIES 1" ELECTRIC REMOTE CONTROL VALVE INSTALL WITH MATCHING SIZE PLASTIC BALL VALVE KEY MAP LOCATION =' RAINBIRD PESB SERIES 1 1/2" PLASTIC ELECTRIC REMOTE T - L 1 -FOO S NKILERS CONTROL VALVE INSTALL WITH MATCHING SIZE PLASTIC a( 4 ' BALL VALVE FROM 20 TO 50 GPM, SIZE PER PLAN. IN TALLE IN I'VIUM OF -- - + \��'� �� Y.`� ' F A CUR S, DE�ALKS, EXISTING TO REMAIN. D CAPE. I 3/4" BALL VALVE - FLUSH VALVE INSTALL ON THE END l; 1 ® OF ALL 3 4" LATERAL LINES IN VALVE BOX - TYPICAL. " v /�`'� 1�0 ALL 1I IRDI"VAN" NOT RAIN BIRD SHRUB EMITTER MODEL# PFR/FRA24 w/ ONE \ �I 2-1j2 \ \ \ \ 2-1/�> - OZZ ORAL C�C -SHAPED SHOWN XB-10PC-1032 EMITTER (LOCATE ON HIGH SIDE) PER I_ — — ®�� — — \\ 2\\ ' \\ \`� ��/ LAN I AR ; ' I Is OF 1 GPH PER SHRUB � µ-- 1 /2\ ,\ \ I RAIN BIRD TREE EMITTER MODEL# PFR/FRA24 x/ THREE NOT XB-20PC-1032 EMITTERS IN A TRIANGULAR PATTERN SHOWNAROUND TREE ( 2 ON HIGH SIDE) PER TREE. TOTAL OF 6 GPH PER TREE. y h \ I ! SEE SENNINGER PRODUCTS, 3/4 PRESSURE REGULATOR, MODEL TRACT #: 28818 VALVE PMR-LF 20PSI. PER FLOWS LESS THAN 7 GPM. MODEL \I 2_1/211 \t I I I ASS'BuBLY PMR-MF 20 PSI. PER FLOWS 8 TO 20 GPM OR MODEL PR-HF 20 PSI PER FLOWS 21 TO 32 GPM 100% CD SET f-• ;':-�. ':.,::=:-; ,-... . � RAIN BIRD WYE FILTER MODEL RBY075MPTX FILTER W/200 12/28/04 l i I 1 ® :;' .. SEE SCREEN. PER FLOWS LESS THAN 9 GPM. MODEL : ... I o-1 - � , i �•. :.:_. >.: .... .. : :.. ... :•:.: ,:.:..:<,: .... . t�_ � VALVE � CITY COMMENTS I I I I I 1 -� # RBY100MPTX FILTER PER FLOWS 10 TO 18 GPM. AG _ 2-1/2" I ASSEMBLY PRODUCTS MODEL 4EH-1 vs -B-150 FILTER PER FLOWS 19 01/04/05 i iI I I I - I -- - - -- - --- - TO 55 GPM. CVWD COMMENTS ALL DRIP IRRIGATION WORK TO BE PERFORMED IS NOT1:1 INDICATED BY NOTES ON THE PLANS. J _ 0 -- _ _ m �� )I ; NOTES: 0 • I I -1/�2" \ -- - __ i I �f -II ! 1.) ALL 24-VOLT WIRING SHALL BE #14 UFUL DIRECT-BURIAL, SOLID - --- -- --- 12-1/2" COPPER. 2.) ALL PIPE AND WIRING UNDER PAVED SURFACES SHALL BE IN - _-._.__.-� I I I _ --- I ® CLASS 200 PVC SLEEVES WHETHER OR NOT SHOWN. I - DESIGN I I I I I ! 3. LOCATE VALVE BOXES IN PLANTER � ? i 0 DEVELOPMENT ) L NTER AREAS WHEREVER POSSIBLE — _ _ - 1 I I (NOT IN TURF). , � • CONSTRUCTION 2-1/2� + , I I 4.) CONTRACTOR SHALL PROVIDE THREE #33K QUICK-COUPLER KEYS !1 DOCUMENTS \ I BID/PRICING W/HOSE SWIVELS<:•;- : . � � I ------ I I 5.) VALVE KEY: CONTROLLER LETTER PACKAGE CONSTRUCTION ---f c CONTROLLER T ATI ON GA LL(ONS PER 000 s -IS-SUEy 1 VOLT POWER BY T LETTER UMBER MINUTE, OR V, RICAL CONTRACTOR HEDGE I p - Decembe r 6, 2---00---4 P' S' 0(POT),VALVE SIZE Lo A(PALM), (ANNUALS) O 10 r ZOr 40 r - - 12 LM O.C. #11-- 1-1/2° I SCALE: r-20'-O' -- - - V�/1 ATER METER FROM I ` 1 f 2-il/2" ! dOLF COURSE-- 82 a -- I �:`��. NOT : ALL 12- O SPRINKLERS SHAJ�L BE �I I , ` MS -- _ _ THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER ! ` I IN Ll_ ID A MI I M 18" FRC�M�ALL r - -�I 1 1/2�� DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1, CHAPTER 3 2 DOWNSTREAM FROM — EXI TING i `;°'j:, j I ' �, ARTICLE 1U SECTION 65597 ET. S Q. REQUIRING EFFICIENT LANDSCAPE 204139.00 PRESSURE REGULATO � 0 �- P - R P VALVE TO I ` � CUR (DEW f�iARDSCAPE, ! + _ — I I , � SC E AND � �'- IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY TURF P ' M — $ I U �A Y V LVE, r , �N�ECT :; .,,... NOT I STALL BIR AN _ ! I IRRIGATION I I r OZZ ES ORAL D P -- ( ' (CITY AND COUNTY). - I LATE IPE ,LAN � I i I _ 1I '~ I Approval of this drawings by CVWD Staff does not constitute appro\ral to erxxoach hto � r 13-6 I OZZ G AREAS � I I a district and USBR Rights-of Way. Trees plants,walls and permanent stnickres of any PLAN kind may not be planted or Installed Ih CVWD and USBR easements of right-or-way I 2-1 2" without first obtaining an ewoachrneht permit from CVWD. : I 1 1 15 I � : _ L i I 1:': 2-1 2 = 2-1 2 aI I �- / 1 '. - I DATE- WATER MANAGEMENT SPECUW3T IR502 ! - ` ® 2-1/2" 12-1/2 I DEVELOPMENT SERVICES SUPERVISOR „ IRRIGATION EQUIPMENT LEGEND -! -- - I I \ O.C. #1 1- 1-1/2" I — ti PJ - I �� , ; \ I —` 1 f � ' SYMBOL MANUFACTURER AND MODE I - - - = ! } ` f ` WATER METER FROM I I 'I l 2- /2"I + ` I NOT : ALL 12- Sl�, NKLE BE I I ' I t WATER METER SIZE PER PLAN - EXISTING TO GOLF COURSE-- 82 P RS REMAIN. VERIFY SERVICE, PRESSURE AND LOCATION 1 � DOWNSTREAM FROM EXI TING� � I � ���'` I IN L�D A MI I M ALL I F----�-� � � _ ° y�r ff- l L IN FIELD. ELECTRIC SERVICE—PROVIDE BY OWNER. �\��PRESSURE REGULATO a P VA�VE TO; I I l} CURB , �IDEW ,IIaN HARDSCAPE. I I ' I It , �- ;tl VERIFY SERVICE AND LOCATION IN FIELD. � TURF $P .:tt;: \ I � I , t I c�� ! FACT j \ ,NO I STALL I �BIR AN I ' HAYWARD BASKET STRAINER MODEL #72 WITH BALL -�`-C�IJNE \ N ! I /� VALVES AND 80 MESH MONEL SCREEN--EXISTING TO I 1 I LATE LrIPE i -j . �� �IOZZ ES�R AL bqL D-� _� 'i ( \ O — .-- I - �PLANTI G',AREAS I ;1 REMAIN. 13-6 \ i I Q WILKINS #510 PRESSURE REGULATOR (SPRING RANGE e groupe a i I 1 12-1 2" I + .. -;�\ ;; \ I ! I I 1 15 ` I r i i '' --� '� \ ' ' I- _ 2-1� 2„ 75-125 PSI)--EXISTING TO REMAIN. Landscape Architecture t. L5.1 2_ � -;1 ! _1 � �..`.:.:\ �:�`t \ G � I MASTER CONTROL VALVE. RAIN BIRD MODEL EFB-CP Environmental Design F I \ ® ELECTRIC REMOTE CONTROL VALVE. SIZE PER PLAN. EXISTING TO REMAIN. SCA DATA INDUSTRIAL MODEL HFS125 FLOW METER. SIZE gay \ l 2-1 2" PER PLAN EXISTING TO REMAIN. c ! I _ i i ® NIBCO FBV-SERIES FULL-PORT BALL VALVE. SIZE " - I _ !� ' '1 I r 'I I H nature - , 1 O ,t , I ', PER PLAN. EXISTING TO REMAIN. R�� 1 \ I 1 I PER MAINLINE SIZE, O \ ! _ -' i - R. INSTALL ON + ' I � li � - � � ■ RAIN BIRD 33D LRC QUICK COUPLE � MAINLINE PER PLAN. EXISTING TO REMAIN. rdF RAIN BIRD MODEL EFB-CP ELECTRIC REMOTE 817 North en al Avenue � CONTROL VALVE. SIZE PER PLAN. EXISTING TO Phoenix,Arizona 85004 _ I I REMAIN. ph 602.462.9000 fax /_�- _ 1 I` �I } MAINLINE--EXISTING TO REMAIN. SCH. 40 1" THRU 602.462.9001 j I �� ■ \ + ! A \ 1 -`I Il I } � -� _ � 1 1-1/2"; CLASS 315 PVC 2" OR LARGER. I t I I 1 CLASS 200 PVC LATERAL LINE (BURY 12" BELOW H O U S T O N / T Y N E R FINISH GRADE). EXISTING TO REMAIN EXCEPT WHERE SHOWN. ` -,I - \\� `- \ ;I 1 I'I \ I _ -_, I■ r$ t� 1 ■ \ CLASS 315 PVC MAINLINE, LATERAL LINE AND WIRE Architecture ZI SLEEVES BURY 24" BELOW FINISH EXISTING ROAD Interior Design I I SUB-GRADE. EXISTING TO REMAIN. 2-1/2" A - ® I 13444 CONTROL AND COMMON WIRE #14 AWG-UF (DIRECT I I I NOT SHOWN INLINE) Bali Way „ �\ + \ I BURIAL) SOLID COPPER WIRE (BURY WITH MA " \ �, v. 2 1}2 I \ I I _A I = I Marina FAX 310 2 1/2 ` - ,\ \ ; 1 I �� I UL APPROVED. EXISTING TO REMAIN. IRTY 1 I ' - - I -- I I VERIFY ELECTRIC SERVICE POC FOR IRRIGATION Del Rey 827-5292 NOTSHOWNI CONTROLLER-INSTALL SERVICE PER ELECTRICAL California 310 \ \ I I I I I PLANS PROVIDED BY OWNER. EXISTING TO REMAIN. 90292 827-5009 RAIN BIRD MODEL ESP-SAT SERIES IRRIGATION CONTROLLER IN HIGH TECH IRRIGATION STAINLESS 2-1 2"11 � � I 11 ' I � �I STEEL CONTROLLER ENCLOSURE MODEL CAI — � ,� 2-1/2 � L_ __`� HTI-ME-SS-LK-E32-SAT-PT-TS TOP MOUNT. � � � \ r F \ ENCLOSURE PER IRRIG. PLAN. EXISTING TO REMAIN. Im ; j I } I WHERE LANDSC P�PLANS CALL \ RRIGATION HEAD LEGEND -1 ► } O I I _ _I o I I O a� v , O , I TREE ADDITIp�/DEL`ETIOLI• + 4 A. CONNECT TOI EXISTIN PVC PATTERN+ ' .� \ 1 P.Sl GPM •rl \ I I I ! t \ LATERAL-PIPE & INIST LL NV PIPE-_� 11 Q ! I I I r I oT - 2-1/2'1 � —� ,1 I I \ \ N I I AND EMITTER ASS MBLY T� I — ® ---__ n 1nuBoL MANUFACTURER AND MODEL F H S �■iI - ®�� I I ' I'1 ' r I I NSW TRFEAS DETAIL D. - !,f - i I RAIN BIRD 25 12 1.85 6 U SERIES V �, 1 1804-SAM-PRS-12Q I I i I i T4ZEE IS tat DE�Et 6 __�I C \ TURF POP—UP NOTE 2,3,4 REMQ1l -EmITTER&IC P PIP ' 1 I RAIN BIRDCAI r ` - �li I I I\ \ I r— -- I _' _ - t 1804-SAM-PRS-12H 25 12 1.85 1 2 U SERIES a I I _ _ I i WHERE LAIN SCAP P NSCALL-F-OR 1 TURF POP-UP NOTE 2,3,4 2-1/2 f I II ' SHRUB AD TION/ E ETIO�: I- � if zI1 RAIN BIRD 25 12 1.85 2•4 U SERIES w I _ I I i I, 11 A. CONNE TO EIS ING I?�IC --1 I \ 1804-SAM-PRS-12F , J Z LATERAL PIP & INSTLA L NEVIPIPE 1 TURF POP UP NOTE 2,3,4 _J \ ND EMI ASSE4 1Y TO .NEW - o;I } IN PLANTING AREAS LESS THE 15' OR 10' THE CONTRACTOR Q - 120-VOLT POWER BY �TE 11 -VOLT POWER BY i I I 2-1/2" I I\ I HRUBAS E AILED � `�_- -1/2� -_ 1SHALL INSTALL PCS SCREENS PER THE LEGEND THIS SHEET _ 2 1/2" oil CTRICAL CONTRACTOR ----- w.�-. \+ L ELECTRICAL CONTRACT R I ° -� I ' WHERE S UB IS Tb BE DELETED,__ } � ' _ _ _ TE 2 ALL SPEINKLERS AND LATERAL PIPING SHOWN ON THESE Z t- _ j \ MOVE E I ER&, AP PIPE. \ti _9 2-1/2" PLANS ARE TO BE INSTALLED IN THIS PHASE OF WORK. O I t- ! ; I i • 0 I I -__ ' I \ I ; I SHRUB AND TREE IRRIGATION DRIP SYSTEM LEGEND _l ! I J l 5 �� - - i Z R� I ,L\ I I I � 2-1 --� --A-C� � � ..�� j = -' -�- 1 SYMBOL � � I I I� ---, ! I L I I MANUFACTURER MODEL Q o i N I w I ®------EMI-� I �� II 1 ! \ i �' I RAIN BIRD TREE SYSTEM - 3 4" CL 200 PVC LATERAL W I I + fly I SUPPLY BURY 12" BELOW FINISH GRADE. ®I ------ - -----I I RAIN BIRD SHRUB SYSTEM - 3 4 CL 200 PVC LATERAL Z J ® P.O.C. #12-- 1-1/2 " / _ SUPPLY, BURY 12 BELOW FINISH GRADE. _ I WATER METER FROM i- � I I j �I® I I\ 't` I _- - - 1 I RAINBIRD PESB SERIES 1" ELECTRIC REMOTE CONTROL I GOLF COURSE-- 7 PSI ®I I - -------1 � � I `------�I 1 \ \ � � , ' ,, KEY MAP LOCATION DOWNSTREAM FRM I Jill 1 4 _ „ VALVE INSTALL WITH MATCHING SIZE PLASTIC BALL VALVE PRESSURE REGULA OR = — ----___ I ----- I O '` _ " ' 2 /2 / 2-1/2 �•� \ RAINBIRD PESB SERIES 1 1/2" PLASTIC ELECTRIC REMOTE ; I Ti I - _:\ 1 \ 1/2 a ° I I - I >✓ i \ + \ J // � CONTROL VALVE INSTALL WITH MATCHING SIZE PLASTIC a_J i T I , O \� ', + \ �/�y 2_1/2"� 4? -� BALL VALVE FROM 20 TO 50 GPM, SIZE PER PLAN. N \ ' I \ \ 2-1/2° \ �-� \ \ > 2-�/2" EXISTING TO REMAIN. I 2.1/2„ 1 A I ; V 1 �. Av A v ® 3/4 BALL VALVE - FLUSH VALVE INSTALL ON THE END 1 t� 12-1 1��i \ yV A P.O.C�s # 14 & 15-- \ �� � � �� =�� �,� 1-1/2 WATER METER \ OF ALL 3 4 LATERAL LINES IN VALVE BOX - TYPICAL. ! - ti ,_ \ I t \ \ RAIN BIRD SHRUB EMITTER MODEL# PFR/FRA24 w/ ONE i ----��I -` 1 ;� V ' \ i v�v A \ �\\ FROM GOLF COURSES,- ■ \ SHOWN XB-10PC-1032 EMITTER (LOCATE ON HIGH SIDE) PER �\ NOT 1 \\ 75 PSI DOWNSTRE� ` \ SHRUB--TOTAL OF 1 GPH PER SHRUB ROM PRESSURE y RAIN BIRD TREE EMITTER MODEL# PFR/FRA24 x/ THREE ! \,�- \ NOT XB-20PC-1032 EMITTERS IN A TRIANGULAR PATTERN REGULATOR 12b--\VOLT PO ER BB�j \ \ \ ��( T R \ AROUND TREE ( 2 ON HIGH SIDE) PER TREE. TOTAL OF \ q I I / ELEq�RICAL CO`NTRA� O ` \ 6 GPH PER TREE. \f- o lJ ' I III I ; \ = ' \ it r \\ \ \ \ ` \ SEE SENNINGER PRODUCTS, 3/4 PRESSURE REGULATOR, MODEL TRACT #: 28818 ! I ;, I I t 1 \ \ �/ VALVE PMR-LF 20PSI. PER FLOWS LESS THAN 7 GPM. MODEL 2-1/2 I II :.:' ASSEMBLY PMR-MF 20 PSI. PER FLOWS $ TO 20 GPM OR MODEL --°-J I ( I I II j .. •,. I;' .: \ \ \ ; ice\ ` \ \ a \ PR-HF 20 PSI PER FLOWS 21 TO 32 GPM 10096 CD SET RAIN BIRD WYE FILTER MODEL RBY075MPTX FILTER W 200 i ► '�� .. .: ' +, \ I \ \ \ \ 1 �� / 12/28/04 MESH SCREEN. PER FLOWS LESS THAN 9 GPM. MODEL CITY COMMENTS t , VALVE _._ �\ I I RBY100MPTX FILTER PER FLOWS 10 TO 18 GPM. AG i ! I I ANY PRODUCTS MODEL 4EH-1 v2 -B-150 FILTER PER FLOWS 19 01/04/05 TO 55 GPM. 2 CVWD COMMENTS I _ \ \ ALL DRIP IRRIGATION WORK TO BE PERFORMED IS NOTE1 INDICATED BY NOTES ON THE PLANS. ---- --- --- ---- N \ \ \` TES: . II a � ! ; , I , I� , :: : , � > � • „ � \ � _�\ " ALL 24-VOLT WIRING SHALL BE #14 UFUL DIRECT-BURIAL, SOLID ----- ------- ------------- a \ I I I I t O OPPER. - - - ------------- — \ ALL PIPE AND WIRING UNDER PAVED SURFACES SHALL BE IN -- -�- - - I ;�: : ..,`•;: \� -- -- \ + \ --- -- -- - - LASS 200 PVC SLEEVES, WHETHER OR NOT SHOWN. � DESIGN .) LOCATE VALVE BOXES IN PLANTER AREAS WHEREVER POSSIBLE I DEVELOPMENT 1- N ERT ISTIN -7 \ o V G l 1_. NOT IN TURF . ! • CONSTRUCTION ` \ c ____ (' F DRII ALVE TO ' `�� L 1 - SPRI L'RS \ \ �= \ ` �� \ DOCUMENTS 1 ` ) CONTRACTOR SHALL PROVIDE THREE #33K QUICK-COUPLER KEYS ! I tr F SP VA �,�` IT��TAL D A M MUM OF 1$" �: \ J � \ / ! BID/PRICING i \ HOSE SWIVELS. ; I — &' ONN T I �� kIDrS,A DSCA E�\::::_:a; , \ o L -- PACKAGE -----` \ ) VALVE KEY: CONTROLLER LETTER \ �) \\ ` \ `. :':. T \ \ CONSTRUCTION I ERAL - 3,42 - �� - \ ,\ \ \`..._: v � ONTROLLER STATION GALLONS PER � ISSUE 1 ALL I BIRD ETTER NUMBER MINUTE OR ES•\ R ALL D-SHA d \ 2-1/211 \ �� \ (HEDGE), sUrrsErr December 6, 2004 \ ` - --- ---- - (G\ ® \ ALVE SIZE O 1O fL0 4O - LM ( ) _ I i 0 ' \ .:. . - - ' �.••�! \ \ i, \ .�= \ PA PALM (ANNUALS) so - -- ---- - -.. w \ - ••' \ \ , \ P \ 2 SON SCALE: r-20-0 I 120-VOLT POWER BY —_� MS ELECTRICAL CONTRACTO THESE PLANS HAVE BEEN REVIEWED BY THE COACHELLA VALLEY WATER --_-- -_u_-._-- DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1, CHAPTER 3 204139.00 ARTICLE 10A SECTION 65597 ET. SEC. REQUIRING EFFICIENT LANDSCAPE AND / `` �.. � IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY :.�• � � \ �- ,::.� '.:\ \ (CITY AND COUNTY. IRRIGATION 13 = � Approval of this drawinpa by CVWD Staff does not constitute approval to encroach Into I � \ � '\ \ � A district and USBR Ri hts-of-Wa .Tr walls and structures of an �� \ v, ,�'� .:'`::' �;� .., ; ,�=' O �, � 9 Y � PEA Permanent y �� �` \ \v\: `\ ; A kk�d may not fie anted or Installed '��in CVWD and USBR easements of rl ht-or-wa PLAN •� I - � � � i ` y \���� ��'•.� ����\ \ � � 2- 2 �„ ��'\ � �� without first obta an encroac d from CVWD. v \ 5.3 y 4 \ : ` `;r...\\ 1 \ DATE: WATER MANAGEMENT SPECIAIJST -1/211 IR5m3 :- DEVELOPMENT SERVICES SUPERVISOR \ < \ C Id \% � \ IRRIGATION EQUIPMENT LEGEND SYMBOL MANUFACTURER AND MODEL �_; \ \ ' \, �✓ / 2-\if2' '\ WATER METER, SIZE PER PLAN - EXISTING TO \, \5.3 \ \ \ / ,;�`\ ` \\ ` \ REMAIN. VERIFY SERVICE, PRESSURE AND LOCATION \ - �\ IN FIELD. ELECTRIC SERVICE-PROVIDE BY OWNER. i77 \ ` \ \ VERIFY SERVICE AND LOCATION IN FIELD. HAYWARD BASKET STRAINER MODEL #72 WITH BALL VALVES AND 80 MESH MONEL SCREEN EXISTING TO REMAIN.241 a group® \` WILKINS #510 PRESSURE REGULATOR SPRING RANGE Landscape Architecture CO 75-125 PSI)--EXISTING TO REMAIN. Environmental Design ,\ \\ \\ -\ \\ \ \� \ \ \'� ` ✓ \, ,���� \2 . MASTER CONTROL VALVE. RAIN BIRD MODEL EFB-CP 9 y \ v\ \ \ ELECTRIC REMOTE CONTROL VALVE. SIZE PER PLAN.16 EXISTING TO REMAIN. 'DATA INDUSTRIAL MODEL HFS125 FLOW METER. SIZE\ PER PLAN EXISTING TO REMAIN. 9^ NI CO FBV-SERIES FULL-PORT BALL VALVE. SIZE PER PLAN. EXISTING TO REMAIN. \,� \ � • , _ V � \ \ \ \ \ \\ IJ;,.. j _ 2-1/2�� `\ ,-1- L \. PER MAINLINE SIZE, 12 �`_�\ 0-VOLT POWER BY ` \. \ ■ RAIN BIRD 33D-LRC QUICK COUPLER. INSTALL ON Qr ALItfl 1 \ \ \ MAINLINE PER PLAN. EXISTING TO REMAIN. \ \\ ' \ \ 817 North Central Avenue " ELECTRICAL CONTRACTOR �/ RAIN BIRD MODEL EFB-CP ELECTRIC REMOTE Phoenix,Arizona 85004 CONTROL VALVE. SIZE PER PLAN. EXISTING TO h 602.462.9000 fax P REMAIN. 602.462.9001 \ P.O.C. #16-- 1-1/ MAINLINE--EXISTING TO REMAIN. SCH. 40 1 THRU � � WATER METER FROM '�_ \ / / X� \ � \ �-- � � \ 1-1 2 CLASS 315 PVC 2 OR LARGER. H O U S T O N \ \ /2° > GOLF COURSE-- 75 PSI . \ \ \ T Y N E R 2_1/2 WH�ItE "DSC E PLANS'CALL j CLASS 200 PVC LATERAL LINE (BURY 12 BELOW n \ \ y \ \DOWNSTREAM FROM ) FORT DDITIO 9E�ETION•��T FINISH GRADE). EXISTING TO REMAIN EXCEPT WHERE EXISTING \ -�`% �RESSURE REGULATOR \ Architecture \ \ SHOWN. \ ►. bNN TO P s \ ����✓� �� A� A ` CLASS 315 PVC MAINLINE, LATERAL LINE AND WIRE \ \ ORAL PIPE NSTALL IPE !� \ �� �\ Interior Design E ITTER E BLY�� %�' v \® \ �'y SLEEVES-BURY 24 BELOW FINISH EXISTING ROAD N M \ �® A � SUB-GRADE. EXISTING TO REMAIN. �1 3444 ` \ ,. NEW kAS DETAILED. / ' / \/� `.�\ ✓ � ::y\\ - \ Bali Wa \ \ X VVtR. TttEE IS TE DELE \ ` ` ` CONTROL AND COMMON WIRE #14 AWG-UF (DIRECT Y v V \ \ :� \ �� NOT SHOWN Marina FAX 310 \ :,REl�t1C')�l�. TER& C PIPE. \�� ;- �% \_ � �\ v� J'q �\ \ BURIAL) SOLID COPPER WIRE (BURY WITH MAIN LINE) UL APPROVED. EXISTING TO REMAIN. Del Rey 827-5292 \WHERE\ DSCAPE P CALL FOR\ '\,' \\ \ �\ \\ ;\.\ / f' `\ \ \ �• VERIFY ELECTRIC SERVICE POC FOR IRRIGATION California — 310 ITION/ ION: \\ l \ NOT SHOWN CONTROLLER-INSTALL SERVICE PER ELECTRICAL y \, 90292 827 5009 / c S / \ \ \ ►.�ONNETO EXIST) P � % \ \ 9 PLANS PROVIDED BY OWNER. EXISTING TO REMAIN. �y / ��✓ V \ `�: .> :':.`::.'.: .: :<LA L PIPES NSTALL EGA/ PIPE v i \ �� "A \'� RAIN BIRD MODEL ESP-SAT SERIES IRRIGATION y \\ \ ; ..�1 h)D. \ ITTER EMBLY N CONTROLLER IN HIGH TECH IRRIGATION STAINLESS ago ^ t \ \- -� \ STEEL CONTROLLER ENCLOSURE MODEL SNRUBDETAI� �\� b�A X `"� \ - \ \ 2 /2 , HTI-ME-SS-LK-E32-SAT-PT-TS TOP MOUNT. \\ B'WHRiRUB IS`T BE DE�1TE \ 7-1/2 \ ENCLOSUR PER IRRIG. PLAN. EXISTING TO REMAIN. • :...,-MO) :.. ER& C�PIPE. ���� � �I IRRIGATION HEAD LEGEND !" PATTERN+ ,� O VO4 0 SYMBOL MANUFACTURER AND MODEL � F H O T q�AgKg RAIN BIRD 6 Cd 25 12 1.85 U SERIES v 1804-SAM-PRS-120 r / v, NOTE 2 3 4 \ �' \ ' / \ �� �\ TURF POP-UP , $ _ _ ��0 \� RAIN BIRD 25 12 1.85 1.2 U SERIES \ \ l '� v \ " TURF SAPOPRUP12H NOTE 2,3,4 RAIN BIRD25 12 1.85 2.4 U SERIES Z 1804 SAM-PRS-12F J \\ TURF POP-UP NOTE 2,3,4 ) O IN PLANTING AREAS LESS THE 15 OR 10 THE CONTRACTOR 2_1 �^ SHALL INSTALL PCS SCREENS PER THE LEGEND THIS SHEETNOTE I Z F- \,\ \�\ \ \ \:. :•: '_.. 0 \ \ O to / \ \. :.: ., .\ NOTE2 ALL SPEINKLERS AND LATERAL PIPING SHOWN ON THESE \; `\ \ v� , \ \\ \ \ 2_1/ ( PLANS ARE TO BE INSTALLED IN THIS PHASE OF WORK. . .� r \ ; SHRUB AND TREE IRRIGATION DRIP SYSTEM LEGENDCA I"" v Q � ;< / �� \\\ SYN®OL_ MANUFACTURER AND MODEL W = RAIN BIRD TREE SYSTEM - 3/4 CL 200 PVC LATERAL \ y y \ V v V •. A V / qua A H -� » \ i �\ � v� j� i' A,.v SUPPLY BURY 12 BELOW FINISH GRADE. Z ' �> RAIN BIRD SHRUB SYSTEM - 3/4 CL 200 PVC LATERAL SUPPLY BURY 12 BELOW FINISH GRADE. KEY MAP LOCATION ----- ���\ RAINBIRD PESB SERIES 1" ELECTRIC REMOTE CONTROL �\ VALVE INSTALL WITH MATCHING SIZE PLASTIC BALL VALVE l / X » - RAINBIRD PESB SERIES 1 1/2 PLASTIC ELECTRIC REMOTE \ A�\\ I _ A CONTROL VALVE INSTALL WITH MATCHING SIZE PLASTIC x�l BALL VALVE FROM 20 TO 50 GPM, SIZE PER PLAN. a V l j ,VA�\ l �� \\ i\\� EXISTING TO REMAIN. 3/4" BALL VALVE - FLUSH VALVE INSTALL ON THE END ! \ \ \ / \ \ OF ALL 3 4 LATERAL LINES IN VALVE BOX - TYPICAL. F \\ J \ \ \ \ \ //X / \ RAIN BIRD SHRUB EMITTER MODEL# PFR/FRA24 w/ ONE t V �� \. �v NOT v� A �� \ \ SHOWNXB-10PC-1032 EMITTER (LOCATE ON HIGH SIDE) PER \v _ \�; �� �% \� SHRUB--TOTAL OF 1 GPH PER SHRUB v RAIN BIRD TREE EMITTER MODEL# PFR/FRA24 x/ THREE ` NOT XB-20PC-1032 EMITTERS IN A TRIANGULAR PATTERN ' \ AROUND TREE ( 2 ON HIGH SIDE) PER TREE. TOTAL OF ' TRACT #: 28818 6 GPH PER TREE. C SEE SENNINGER PRODUCTS, 3/4 PRESSURE REGULATOR, MODEL VALVE PMR-LF 20PSI. PER FLOWS LESS THAN 7 GPM. MODEL ANY PMR-MF 20 PSI. PER FLOWS 8 TO 20 GPM OR MODEL 10096 CD SET \ �\_ PR-HF 20 PSI PER FLOWS 21 TO 32 GPM RAIN BIRD WYE FILTER MODEL RBY075MPTX FILTER W 200 12/28/04 / CITY COMMENTS � MESH SCREEN. PER FLOWS LESS THAN 9 GPM. MODEL VALVE RBY100MPTX FILTER PER FLOWS 10 TO 18 GPM. AG 01/04/05 A8SB�Y PRODUCTS MODEL 4EH-1 vs -B-150 FILTER PER FLOWS 19 2 CVWD COMMENTS \ _ TO 55 GPM. ALL DRIP IRRIGATION WORK TO BE PERFORMED IS \ \ NOTE I INDICATED BY NOTES ON THE PLANS. '` NOTES: 1.) ALL 24-VOLT WIRING SHALL BE #14 UFUL DIRECT-BURIAL, SOLID COPPER. �_ .. _, - / 2. ALL PIPE AND WIRING UNDER PAVED SURFACES SHALL BE IN I DESIGN— �'�.� ) DEVELOPMENT - \�\\ CLASS 200 PVC SLEEVES, WHETHER OR NOT SHOWN. I __ \,i' �\ \ \\� \ \ \ 3.) LOCATE VALVE BOXES IN PLANTER AREAS WHEREVER POSSIBLE ' • CONSTRUCTION _ _DOCUMENTS (NOT IN TURF). BID/PRICING �'- \ %! 4. CONTRACTOR SHALL PROVIDE THREE 33K QUICK-COUPLER KEYS • --__-_ ' W/HOSE SWIVELS. - PACKAGE 5.) VALVE KEY: CONTROLLER LETTER CONSTRUCTION � ISSUE ------- • \\ \ \ \ \ `, \ CONTROLLER TATIONGALLONS PER -- -------- L •4 \`` LETTER NUMBER MINUTE, OR smsur December 6, 2004 (HEDGE), 0 10r 20r 40r LM \\\ \ \�i�\\\ \ 5 \\ \ \ VALVE SIZE T' S' O(POT), sa PA(PALM), env SCALE T 20-0 — \ (ANNUALS) Ms -__- — --- V \ \ THESE PLANS HAVE BEEN REVIEWED* BY THE COACHELLA VALLEY WATER _ \ \\ \\\ \ \\ \ \ \\ \ \ DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1, CHAPTER 3 204139.00 ARTICLE 1U, SECTION 65697 ET. $EQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY p (CITY AND COUNTY). IRRIGATION Approval of this drawings by CVWD Staff does not constitute approval to encroach into --yy=�` district and USBR Rights-of-Way.Trom plants,walls and permanent structures of any PLAN kind may not be planted or Installed Tin CVWD and USBR easements of right-or-way without first obta" an encroaclxn$nt permit from CVWD. DAM: WATB� MANAGEMENT SPECIALI�r DEVELOPMENT SERVICES SUPERVISOR IRRIGATION EOUIPMENT LEGEND SYMBOL MAMIFAC11R31 AND MODEL WATER METER, SIZE PER PLAN - EXISTING TO �t F-41 REMAIN. VERIFY SERVICE, PRESSURE AND LOCATION IN FIELD. ELECTRIC SERVICE-PROVIDE BY OWNER. VERIFY SERVICE AND LOCATION IN FIELD. / / \ HAYWARD BASKET STRAINER MODEL #72 WITH BALL VALVES AND 80 MESH MONEL SCREEN--EXISTING TO \ \�� \ \ � I � REMAIN. \ \ v \ ,,/ / �� WILKINS #510 PRESSURE REGULATOR (SPRING RANGE group® 75-125 PSI)--EXISTING TO REMAIN. Landscape Architecture MASTER CONTROL VALVE. RAIN BIRD MODEL EFB-CP Environmental Design ELECTRIC REMOTE CONTROL VALVE. SIZE PER PLAN. EXISTING TO REMAIN. DATA INDUSTRIAL MODEL HFS125 FLOW METER. SIZE ate` PER PLAN EXISTING TO REMAIN. �`. L .4 \� NIBCO FBV-SERIES FULL-PORT BALL VALVE. SIZE PER MAINLINE SIZE, PER PLAN. EXISTING TO REMAIN. 5 ■ RAIN BIRD 33D-LRC QUICK COUPLER. INSTALL ON Ren waI ate i c \/`. / i `�_�( �, \ V'�� \ J' Date \ � -� ��\ \ � � MAINLINE PER PLAN. EXISTING TO REMAIN. lyj� RAIN BIRD MODEL EFB-CP ELECTRIC REMOTE 817 North F �� nue \ \ \ \ CONTROL VALVE. SIZE PER PLAN. EXISTING TO Phoenix,Arizona 85004 REMAIN. ph 602.462.9000 fax `• ��� \ `, \`.�\ \ \ MAINLINE--EXISTING TO REMAIN. SCH. 40 1 THRU 602.462.9001 / CLASS 315 PVC 2" OR LARGER. ,� H O U S T O N CLASS 200 PVC LATERAL LINE (BURY 12 BELOW T Y N E R FINISH GRADE). EXISTING TO REMAIN EXCEPT WHERE SHOWN. CLASS 315 PVC MAINLINE, LATERAL LINE AND WIRE Architecture SLEEVES-BURY 24 BELOW FINISH EXISTING ROAD Interior Design SUB-GRADE. EXISTING TO REMAIN. CONTROL AND COMMON WIRE #14 AWG-UF (DIRECT 13444 t NOT SHO M Bali Wa � BURIAL) SOLID COPPER WIRE (BURY WITH MAIN LINE) ! y o SF \yam / \ �`�� i UL APPROVED. EXISTING TO REMAIN. 310 a a 827 X52922 Del Re VERIFY ELECTRIC SERVICE POC FOR IRRIGATION Y \ I j NOTSHowN CONTROLLER-INSTALL SERVICE PER ELECTRICAL California 310 PLANS PROVIDED BY OWNER. EXISTING TO REMAIN. 90292 827-5009 RAIN BIRD MODEL ESP-SAT SERIES IRRIGATION \' CONTROLLER IN HIGH TECH IRRIGATION STAINLESS STEEL CONTROLLER ENCLOSURE MODEL 4� all, HTI-ME-SS-LK-E32-SAT-PT-TS TOP MOUNT. �+ ENCLOSURE PER IRRIG. PLAN. EXISTING TO REMAIN. '� 4-4`�■� � � • / � `y y\\ =\ - �' IRRIGATION HEAD LEGEND (� •,-� A o PATTERN+CD � OPM SYMBOL MANUFACTURER AND MODEL F H Q T g C� 6 U SERIES (( .--� ( RAIN BIRD 25 12 1.85 Chi � V �� L; ° 1804-SAM-PRS-12Q 1 __ /tj � TURF POP-UP NOTE 2,3,4 �{ >' I�.I { V ! \\ \_� �� . it L � , \ \ CL❑110 RAIN BIRD � 25 12 1.85 U SERIES 1.2 ❑ - 1804-SAM-PRS-12H NOTE 2,3,4 O TURF POP-UP � � `� �� �' RAIN BIRD 25 12 1.85 2 4 U SERIES O i - \ \ \ ;�\ ) I 1804-SAM-PRS-12F D TURF POP-UP NOTE 2,3,4 J Z ,o IN PLANTING AREAS LESS THE 15 OR 10 THE CONTRACTOR O \ SHALL INSTALL PCS SCREENS PER THE LEGEND THIS SHEET o / ✓ i ,' - 5.- j t \ ALL SPEIN KLERS AND LATERAL PIPING SHOWN ON THESE �- F---I 2 PLANS ARE TO BE INSTALLED IN THIS PHASE OF WORK. O I , SHRUB AND TREE IRRIGATION DRIP SYSTEM LEGEND �.t \ � SYMBOL MANUFACTURER AND MODEL RAIN BIRD TREE SYSTEM - 3/4" CL 200 PVC LATERAL "' v SUPPLY BURY 12 BELOW FINISH GRADE. RAIN BIRD SHRUB SYSTEM - 3/4 CL 200 PVC LATERAL � Z SUPPLY BURY 12" BELOW FINISH GRADE. - / RAINBIRD PESB SERIES 1" ELECTRIC REMOTE CONTROL i __ ! -- J: S;:' ;.:`... ::• :.°.:...:..;:. .:. r — VALVE INSTALL WITH MATCHING SIZE PLASTIC BALL VALVE KEY MAP LOCATION RAINBIRD PESB SERIES 1 1/2 PLASTIC ELECTRIC REMOTE , CONTROL VALVE INSTALL WITH MATCHING SIZE PLASTIC 'A BALL VALVE FROM 20 TO 50 GPM, SIZE PER PLAN. , ' -I- - EXISTING TO REMAIN. - r,:_•,. . .:.•' ,',,;;,:.:.,- ; , •:` ': ;:y �,/ �\ ;T, i I I I I i -� , ��, ® 3/4 BALL VALVE - FLUSH VALVE INSTALL ON THE END T- +- OF ALL 3 4" LATERAL LINES IN VALVE BOX TYPICAL. RAIN BIRD SHRUB EMITTER MODEL# PFR/FRA24 w/ ONELI _ NOT XB-10PC-1032 EMITTER (LOCATE ON HIGH SIDE) PER SMWN SHRUB--TOTAL OF 1 GPH PER SHRUB - .. RAIN BIRD TREE EMITTER MODEL PFR FRA24 x THREE L__��i %�i ►� \\/i ��'!�� / I I i � NOT XB-20PC-1032 EMITTERS IN A TRIANGULAR PATTERN ' _ I I i ' I AROUND TREE 2 ON HIGH SIDE PER TREE. TOTAL OF / — �l 6 GPH PER TREE. IN is v SEE SENNINGER PRODUCTS, 3/4" PRESSURE REGULATOR, MODEL TRACT #; 28818 4 VALVE PMR-LF 20PSI. PER FLOWS LESS THAN 7 GPM. MODEL \ ASSBuBLY PMR-MF 20 PSI. PER FLOWS 8 TO 20 GPM OR MODEL !I I / / / __--\ PR-HF 20 PSI PER FLOWS 21 TO 32 GPM 100� C� SET s \.. El ' ' / !\ / ' RAIN BIRD WYE FILTER MODEL RBY075MPTX FILTER W 200 I es e, x / i \v - �� (,\ o \ I � MESH SCREEN. PER FLOWS LESS THAN 9 GPM. MODEL a Cy1TYs OMMENTS �z _ _ 88/ R Y1 OMP X FILTER PER FLOWS 1 1 PM. AG B 0 T 0 OTO 8G / ( p ANY PRODUCTS MODEL 4EH-11/2 -B-150 FILTER PER FLOWS 19 OVO4/05 TO 55 GPM. Z CVWD COMMENTS --- ' - T__ ��t ALL DRIP IRRIGATION WORK TO BE PERFORMED IS / --1 -- - \�_Il/ �. L / ,/ / // \�\ , .� _ \ \\ I G _ \\\ INDICATED BY NOTES ON THE PLANS. y� NOTES: /V///11L i- El 1.) ALL 24-VOLT WIRING SHALL BE #14 UFUL DIRECT-BURIAL, SOLID COPPER. ` \ ! I J 2.) ALL PIPE AND WIRING UNDER PAVED SURFACES SHALL BE IN - ----- --.----------- � - - - � \ 7 � — �`� -- - —� � � � -� ! 1 � � �— �'; ': CLASS 200 PVC SLEEVES WHETHER OR NOT SHOWN. DESIGN s DEVELOPMENT 3.) LOCATE VALVE BOXES IN PLANTER AREAS WHEREVER POSSIBLE - _ y \ + I l ICD ', j (NOT IN TURF). !' •. _ . _ _ . _� --- CONSTRUCTION DOCUMENTS �A \ i I \ I I '- ,� \ �/ 4.) CONTRACTOR SHALL PROVIDE THREE #33K QUICK-COUPLER KEYS \ I 7 .fin r \ W/HOSE SWIVELS. - - ----- BID/PRICING O \ I I �� i - I t PACKAGE_ I_\ \ \� / �� �� j i I ��� - _ 5.) VALVE KEY: CONTROLLER LETTER ____ _ __. r___J _-__ CONSTRUCTIONS--J- �a X \ I CONTROLLER TATION GALLONS PER ISSUE 16 LETTER NUMBER MINUTE, OR \�;-�-� \ I ° r (HEDGE), SUNSET WIN'f8B December 6, 2004 0(POT).VALVE SIZE P O 10' ZO 40 LM( ) �JN SCALE: r-20-o _ -jMs \,`% \ THESE PLANS HAVE BEEN REVIEWED' BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1, CHAPTER 3 204139.00 ARTICLE 10.8, SECTION 66597 ET. SEQ. REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY AND COUNTY). \y\�, �c� t � -l 11 �_ ' IRRIGATION : \�' \ ,�T --\ I I \ I Approval of this drawings by CVWD Staff does not constitute approval to encroach into - / I \ ��� . l ;' \:� V ✓ \yj I , ��\' ; I i �� district and USBR Rights of Way. Treles, plants, walls and permanent structures of any /� \ �� �\ kind may not be planted or Installed Alin CVWD and USBR easements of right-or-way PLAN without first obtaining an encroachment permit from CVWD. =— -{ ` ---- - DATE: WATER MANAGEMENT SPECIAUST IR585 DEVELOPMENT SERVICES SUPERVISOR IRRIGATION EQUIPMENT LEGEND SYMBOL MANUFACTURER AND MODEL -�-% WATER METER, SIZE PER PLAN - EXISTING TO PRIVATE A'IO PRIVATE PA7IE, PRIVATE PAI10 _ — — �— ♦ l:.-.:.:•;. .,.. IAA IE PAn� _ �• i;/ l 1 ; t _ ,� a REMAIN. VERIFY SERVICE, PRESSURE AND LOCATION ats! L _ Vol s z- � -WHE DSCAPE PLAN LL - "'�"A' ' IN FIELD. ELECTRIC SERVICE-PROVIDE BY OWNER. �.-J--__ •F NA /% llk 1 b I !S ICS r d3.'.`�., �I� �-�-=� - ? r, FOR TREE ADDITI /DELET �/ i 3 '" d3 j llnl„b"at' VERIFY SERVICE AND LOCATION IN FIELD. PRIVA7E PARO : \ �/• I i •..,. :.r ••'; , !' 'r i !- - �� HAYWARD BASKET STRAINER MODEL 72 WITH BALL A. CONNECT TO STING C� i ; j --�I G # / LATERAL PIPE & IN L N PIP / -__ ( VALVES AND 80 MESH MONEL SCREEN--EXISTING TO i ; zl l i _ �� REMAIN. ` AND EMITTER ASS LY TO j EW TREE AS DETAIL 1( ' WILKINS #510 PRESSURE REGULATOR (SPRING RANGE group® M . WHERE TREE IS TO E DEL D '( + I'� - '` 75-125 PSI)--EXISTING TO REMAIN. Landscape Architecture I. N31b�)J11Hdub ' J.. - ` '� Q400C'9" .•:..-i:; .. • ' �' Environmental Design ; b� � :. EMOVE EMITTER& C PIPE. <661 MASTER CONTROL VALVE. RAIN BIRD MODEL EFB-CP 9 '� ELECTRIC REMOTE CONTROL VALVE. SIZE PER PLAN. WHERE LANDSCAPE P NS C L F \ 77]_ li o -6w % EXISTING TO REMAIN. SCA���p q — I / ADDITION/DE SIZE � ` `� � SHRUB ION: 1 W METER.�,�,,j ,• _ __ /' ,��" ,� \ —� �_� � j s o9 , � ❑ DATA INDUSTRIAL MODEL HFS 25 FLOW PA.A>E + � A. CONNECT TO EXI G � �Il PER PLAN EXISTING TO REMAIN. PATIO LATERAL PIPE & INSTALL EW P E _\ L`J Q�- --r - %/' NIBCO FBV-SERIES FULL-PORT BALL VALVE. SIZE �_ , Lure L / MFCN. � I I �' � I ' '� � --��_j+ ' � N PER MAINLINE SIZE PER PLAN. EXISTING TO REMAIN. �� j ��G� AND EMITTER ASSEMBLY�O N � �� \ ❑ f '� � � � yen -- —__PROVIDE WATER TO FEATURE j SHRUB AS DETAILED. ■ RAIN BIRD 33D-LRC QUICK COUPLER. INSTALL ON — - —� I __ 'j% a_ Q4 FROM iRRt6ATlON 1 I— --�I ,{� ` B. WHERE SHRUB IS TO BED ELET -- _ _--- j j —7— _— MAINLINE PER PLAN. EXISTING TO REMAIN. —� REMOVE EMITTER& CAP PI ice- _-- _Y _ --------- I = /' ! _ 817 --- ' t = � RAIN BIRD MODEL EFB CP ELECTRIC REMOTE North Central Avenue _ CONTROL VALVE. SIZE PER PLAN. EXISTING TO Phoenix,Arizona 85004 ��� -/ REMAIN. ph 602.462.9000 fax • j MAINLINE--EXISTING TO REMAIN. SCH. 40 1" THRU 602.462.9001 1-1/2"; CLASS 315 PVC 2" OR LARGER. T q, , >� � � � CLASS 200 PVC LATERAL LINE (BURY 12 BELOW T Y N E R O, ;;= �. / � 3 �/• -� FINISH GRADE). EXISTING TO REMAIN EXCEPT WHERE SHOWN. CLASS 315 PVC MAINLINE, LATERAL LINE AND WIRE Architecture SLEEVES-BURY 24 BELOW FINISH EXISTING ROAD Interior Design _ O SUB GRADE. EXISTING TO REMAIN. 13444 CONTROL AND COMMON WIRE #14 AWG-UF (DIRECT NOTE BURIAL) SOLID COPPER WIRE (BURY WITH MAIN LINE)WN Bali Way UL APPROVED. EXISTING TO REMAIN. Marina FAX 310 - _ - -� --_ �" _ VERIFY ELECTRIC SERVICE POC FOR IRRIGATION Del Rey 827 5292 NOTSHOWN CONTROLLER-INSTALL SERVICE PER ELECTRICAL California - 310 / - PLANS PROVIDED BY OWNER. EXISTING TO REMAIN. 90292 827 5009 ,� RAIN BIRD MODEL ESP-SAT SERIES IRRIGATION CONTROLLER IN HIGH TECH IRRIGATION STAINLESS STEEL CONTROLLER ENCLOSURE MODEL �► � / � HTI-ME-SS-LK-E32-SAT-PT-TS TOP MOUNT. N �� j `\ \ F� 44 ENCLOSURE PER IRRIG. PLAN. EXISTING TO REMAIN. •C� IRRIGATION HEAD LEGEND O U „ C f1 i Y. P.SI OPM •ri -�,; o ; / r - SYMBOL MANUFACTURER AND MODEL F H T q�,qg ►� C� RAIN BIRD 25 12 1.85 6 U SERIES Ct3 Cd V 1804-SAM-PRS-12Q ^^ '' TURF POP-UP NOTE 2,3,4 F� .� RAIN BIRD 25 12 1.85 1 2 U SERIES VIEW 1 1804-SAM-PRS-12H TURF POP-UP NOTE 2,3,4 J RAIN BIRD 25112 1.85 2.4 U SERIES D 1804-SAM-PRS-12F NOTE 2,3,4 ' �..� Z +• TURF POP-UP IN PLANTING AREAS LESS THE 15' OR 10' THE CONTRACTOR Q O NOTE1 SHALL INSTALL PCS SCREENS PER THE LEGEND THIS SHEET Z - • NOTE 2 ALL SPEINKLERS AND LATERAL PIPING SHOWN ON THESE PLANS ARE TO BE INSTALLED IN THIS PHASE OF WORK. O SHRUB AND TREE IRRIGATION DRIP SYSTEM LEGEND z \ C ;' i �� •,y� �_ _—1` - I �� SYMBOL MANt FACTUFER AND MODEL � � Cd A -� ' _ I y>�X �, i I — �r �,��_ RAIN BIRD TREE SYSTEM - 3/4" CL 200 PVC LATERAL "r 1 - - — -- "---- SUPPLY BURY 12 BELOW FINISH GRADE. E RO tDE WATER TO FEAT RE RAIN BIRD SHRUB SYSTEM - 3/4" CL 200 PVC LATERAL Z \� \ HERE ND APE P NS ALL F��2 ' _ `� t`---L _ FRO �1ON SUPPLY, BURY 12 BELOW FINISH GRADE. \ -�-- � TREE A�DITI /DEL ION: I � � � �� ;��-�--'- - _ --___ ' \ • 1 1 WHERE LAND PEP S C LL F(� l F -'� -� (' RAINBIRD PESB SERIES 1 ELECTRIC REMOTE CONTROL KEY MAP LOCATION A. CONNECT TO EXISTING,PVC t 1 i — -- — VALVE INSTALL WITH MATCHING SIZE PLASTIC BALL VALVE SHRUB DDITI �/DE 10 � � � I I „ y % , LATERAL PIPE & INSTALL NEW PIPE I ( j ,� o RAINBIRD PESB SERIES 1 1/2 PLASTIC ELECTRIC REMOTE A. CO NEC TT EXIS ING C = t CONTROL VALVE INSTALL WITH MATCHING SIZE PLASTIC 4 Ate-EMITTER ASSEMBLY TO NEW LATERAL PIPE & INSTALL NEW PIPE1 � '� � � �� �� \ = BALL VALVE FROM 20 TO 50 GPM, SIZE PER PLAN. \ � j TREE�4�DETAIL~- Ems'--- — F AND EMITTER ASSEMBLY TO NEW ` -- EXISTING TO REMAIN. \\ B. WHERE ARE IS TO BE DELETED z SHRU�ADETAILED. �� { \ \ $ \\ \ n �� 3/4" BALL VALVE - FLUSH VALVE INSTALL ON THE END \ ` \ REMOVE EMITTED AP PIPE. 1 _ O� ® OF ALL 3/4" LATERAL LINES IN VALVE - TYPICAL. _ B. WHERESHRUB IS TO BE BELITEp f ~- _.., NOT RAIN BIRD SHRUB EMITTER MO L 24 w/ ONE - T ;-- REMOVE7imiTTER& CAP PIPE. - - SHOWN XB-10PC-1032 EMIT ( IGH SIDE) PER L4SHRUB--TOTA 1 G E SHRUB - I I i O RAIN T R MODEL# PFR/FRA24 x/ THREE j I XB 2 EMITTERS IN A TRIANGULAR PATTERN �, i � i 1 � � � 11 (�j '�� SLpyyN 1 L � I �+ f®, ARO ND TREE ( 2 ON HIGH SIDE) PER TREE. TOTAL OF I / ---- ---- �__ j J ! - 6 GPH PER TREE. \ \` \ / ' 1---_ ,- SEE SENNINGER PRODUCTS, 3/4" PRESSURE REGULATOR, MODEL TRACT #: 28818 VALVE PMR-LF 20PSI. PER FLOWS LESS THAN 7 GPM. MODEL ` \ /\ \ \��\ \ •` � ����� I,,T 1 ASSEMBLY PRRHM 20 PSIF 20 SI.PEREFLOWS 21 FLOWS 8T00320GPMM OR MODEL 100% CD SET RAIN BIRD WYE FILTER MODEL RBY075MPTX FILTER W/200 12/28/04 \, \ %� SEE MESH SCREEN. PER FLOWS LESS THAN 9 GPM. MODEL � \\�\f \ '� ",-�'x�= ,� , = ��%� _ -' 1 CITY COMMENTS \ \•�% �\ r \ � %; V�-� RBY100MPTX FILTER PER FLOWS 10 TO 18 GPM. AG -- ---------------------- V� , ASSEMBLY PRODUCTS MODEL 4EH-1 V2 -B-150 FILTER PER FLOWS 19 01/04/05 Ln CVWD COMMENTS --- --- ..TO 55 GPM. ALL DRIP IRRIGATION WORK TO BE PERFORMED IS Q NOTE 1 INDICATED BY NOTES ON THE PLANS. \ , NOTES • I \ \ \•` �jl \ = ,./%' ,- = 1.) ALL 24-VOLT WIRING SHALL BE #14 UFUL DIRECT-BURIAL, SOLID -- _ - - - - --- ------_.._-. � - COPPER. ' / f /�� 2.) ALL PIPE AND WIRING UNDER PAVED SURFACES SHALL BE IN r- ' ..l - DESIGN-' `' CLASS 200 PVC SLEEVES WHETH R R N T H%' �y , '' �V-- �, ;�- - _ -� E 0 0 SHOWN. ! O - DEVELOPMENT \ / - �J _ // 3.) LOCATE VALVE BOXES IN PLANTER AREAS WHEREVER POSSIBLE \ + I \ - v CONSTRUCTION (NOT IN TURF). DOCUMENTS 4.) CONTRACTOR SHALL PROVIDE THREE #33K QUICK-COUPLER KEYS --- - -- - W/HOSE SWIVELS. r - BID/PRICING • PACKAGE 5.) VALVE KEY: CONTROLLER LETTER - -" _ ----- -CONSTRUCTION CONTROLLER STATION GALLONS PER O ISSUE / N ISSUE LETTER UMBE I\ N R M N U TE, O R ( December 6 2004 H(HEDGE), ` SUN - - - ---- ' SUNSET WINGER — - ---------- -------..-- SUMMER VALVE SIZE PA(PALM P NU)AO 1Or 2O' 4O' LM /. THESE PLANS HAVE BEEN REVIEWED' BY THE COACHELLA VALLEY WATER DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1, CHAPTER 3 204139.00 ARTICLE �.8, SECTION 66697 ET. SEa REQUIRING EFFICIENT LANDSCAPE AND IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY $ - � - (CITY AND COUNTY). IRRIGATION 'Approval of this drawings by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trbes, plants, waft and permanent structures of any % kind may not be planted or Installed In CVWD arul USBR easements of right-or-way PLAN without first obtaining an encroachment permit from CVWD. se VIEW 2 DATE WATER MAMQE_WNT SPECIALIST IR ■ 6 DEVELOPMENT SERVICES SUPERVISOR (1 CREATE GENTLE SWALE DEPRESSION. DO NOT FORM RAISED BASIN. DO NOT BURY TO OF ROOTBALL. 5 ROOT BALL p LANDSCAPE GROUND COVER. REFER TO PLANS FOR TYPE. B sl BACKFILL TO BE NATIVE SITE SOIL ONLY. \ r° 15 a group® �� '� : _ 11 p PIT WIDTH 3X DIA. OF ROOTBALL. PIT DEPTH EQUAL TO Landscape Architecture A 1M11IG _ _ ROOTBALL. INSURE SCARIFIED SIDES. Environmental Design , Q �• B s PRUNE TREE CANOPY PER SPECIFICATIONS. _a 6 �- > �� x �� ,= 6 IRRIGATION EMITTER QUANTITY AND LOCATION PER /„ r HOSE RING 4 15 E I� 8 IRRIGATION DETAILS � o a NURSERY STAKE SHALL REMAIN IF 4"0 OR GREATER. IF - a�� 7 -- '� 18 ,' LESS THAN 4"0, REMOVE AND REPLACE AT 4"0. ,�~ R .� 7 7 , 3 _ 3 7 3 HOSE RING O 4" DIA. GALV. CABLE LENGTH AS REQUIRED, W/ 6 817 No'rr£Li Avenue . �. . .,� 7 - i.i1 _ TURNBUCKLE. �°'�''°`�'°"° Phoenix,Arizona 85004 2 2 - 10 ANCHOR PROTECTIVE COLLAR AT CROTCH OF BRANCH ph 602.462.9000fax - --_ �- -_�I I �r ,�- MAX. SLOPE , ® TRUNK >, 602.462.9001 4 4 �IE� 11 8 DIA. HOSE RING / WIRE TIES. PLACE TIES 6 ABOVE - 11 14 © HOSE RING - PROTECTIVE COLLAR L R ii 5 I " i i 1 •- _ BRANCH. CINCH TIE OR EQUAL TO ALLOW FO 5 ;� ��� � 1st MAJOR U AiL ' ( z �, �.�I ! k _ 4 Q WIRE- TIE MOVEMENT. H o u s T o N T Y N E R Q NURSERY S TAKE 3 x dicr. 13 12 + 12 4" DIA. TREE STAKES. HAMMER 6" MIN I TO 3 x dia. ' 2 UNDISTURBED SOIL. TRIM STAKES 6 ABOVE TIE POINTS Architecture 15 GAL AND 24" BOX TREES 36" BOX TREES + LARGER TREE PLANTING ON SLOPE 13 2" OPINE LODGE POLE STAKES. TRIM 6" ,ABOVE TIE POINTS. Interior Design •. 13444 REMOVE ALL OVERBURDEN. 14 Bali Way 2 15 NURSERY STAKE Marina FAX 310 a Del Rey 827-5292 NOTE' California 310 90292 827-5009 CIE STANDARD STAKING DETAIL. NO SCALE 1 TREE PLANTING AND STAKING ,� o o O IRRIGATION EMITTER. QUANTITY AND LOCATION PER IRRIGATION ALL GROUNDCOVERS TO BE A o op o ELEC. CONDUITS. PER CIVIL/ •� p 1 BUILD GRADE DOWN HILL TO PLANS. PLANTED ON CENTER (SEE o 0 0 0 0 o p v o MECHANICAL PLANS. © 3" HIGH WATER RETENTION BASIN. FORM FROM PLANT PIT PLANT LEGEND) IN A o 0 0 o c,0 o OP GAS LINE ,0 1 CREATE GENTLE SWALE EXCAVATION. X Y TRIANGULAR PATTERN: �4 00 ��p o o 7 _ DEPRESSION WITH RAISED BASIN ' I X oa g�o O a v BACK OF CURB. PER CIVIL PLANS. M d V X = O.C. DIMENSION AS o� o ® PAVING. PER CIVIL PLANS. V4 � 2 TO CONTAIN IRRIGATION WATER o 0 0 - o O 1 NOTED ON PLAN s FIREHYDRANT. PER CIVIL PLANS. M�' �'�'• ram: � - � �- •�- 3 LIGHTLY DUST DECOMPOSED �`���• - � � ��� '-' �- � • �.� --• 2 = �� o� � � s EXISTING IRRIGATION MAIN LINE �.� GRANITE/MULCH OVER ROOTBALL 3 Y .86 OF DIMENSION x . o0 0 0 2" DEEP EXECPT @TRUNK 3 0 O b� (POSIBLE LOCATIONS-VERIFY @FIELD) �A p��O 0 -1 TREE BOX. (MBACKFILL TO BE NATIVE SITE SOIL 3 � - _ aoD� oQ a ® TURF/SHRUB PLANTING AREA. J Z ° __ �_' ONLY. i j _:. _<: .ti::; III i,; j __ i ,iii : �,00 v 0 R3 11 _ _ i ; - i' 3 4 � ELECTRIC TRENCH LINE. _ = q ® PLACE IRRIGATION EMITTER ON - �:" 1 i _ j-- -- =- � . - - i - - 0 10 TELEPHONE AND TV LINES Z UPHILL SIDE OF PLANT - _ :- ,� i =r 4 i 1 NOTE. C� < 4� DO NOT BURY TOP OF ROOTBALL �� I - J'r 5 �I i D *CONTRACTOR SHALL VERIFY ALL Z ^� "� O r ?NI „ 2 q4o UNDERGROUND UTILITIES. HAND DIG MAY Cn � 6 s PIT WIDTH: X O LIGHTLY DUST DECOMPOSED GRANITE/MULCH 2 DEEP oDP o D 2 THE SIZE OF OVER ROOTBALL PREPARE SOIL PER SPEC PRIOR TO ANY SPRINKLER WORK. BE REQUIRED. Uj - CONTAINER PIT DEPTH: TO EQUAL 1 *CONTRACTOR IS RESPONSIBLE TO NOTIFY ROOTBALL SLOPE NOT TO EXCEED V � � CREATE GENTLE DEPRESSION DO NOT FORM RAISED BASIN t- 3: 1 DO NOT BURY TOP OF ROOTBALL. TOP OF ROOT O2 BACKFILL TO BE NATIVE SITE SOIL ONLY. I 'UNDERGROUND SERVICE ALERT' Z 1800-227-2600 4 HOURS PRIOR TO CROWN SHALL BE @FINAL GRADE. ( ) � � - Z � GROUNDCOVER TO BE PLANTED IN FLATS, CUTTINGS, ANY DIG TO LOCATE UNDERGROUND 4 BACKFILL TO BE NATIVE SITE SOIL ONLY. LINERS OR 1 GAL. CONTAINERS PER PLAN. j UTILITIES. 1 2 ® PLANT SPACING TO LEAVE ENOUGH ARE FOR MATURE SIZE *CONTRACTOR SHALL! REPAIR ALL DAMAGE 1 0 PIT WIDTH: 3x� OF CONTAINER PIT DEPTH: PLANTS. 12" MIN. CLEARANCE. 2 DONE TO ANY UNDERGROUND UTILITIES. TO EQUAL ROOTBALL. 7 8 a 6 5 2 4 3 NO SCALE 2 PLANTING ON SLOPE NO SCALE 3 SHRUB PLANTING NO SCALE 4 GROUNDCOVERS :.ONTRACTOR TOhL RIFY © FIELD 1 0 WASHINGTONIAS: SMOOTH CUT TRUNKS TO NUT FIREHYDRANT PER CIVIL PLANS TRACT #: 28818 n 2 9 DACTILIFERAS: DIAMOND CUT TRUNKS CONTRACTOR To • VERIFY © FIELD i METER PER CIVIL PLANS PLANT AT THE SAME LEVEL AS PALM WAS 6 10096 CD SET GROWING, 12/28/04 4 O3 2" LAYER OF DECOMPOSED GRANITE/MULCH/SOD. SEWER PER CIVIL PLANS CITY COMMENTS CONTRACTOR TO 01/04/05 5 SET IRRIGATION ON TOP OF ROOTBALL. VERIFY @ FIELD 10 2 CVWD COMMENTS \ \� 6 2 � BACKFILL MIX WITH NATIVE SOIL & SAND. ALL J HEIGHT NOTED ON PLANS CONTRACTOR BACKFILL TO BE WATER JETTED TO ELIMINATE g REFERS TO 3 1 � TO VERIFY Q ---.--�------------ • - i=-- ii (BASE OF LOWEST FROND - AIR POCKETS DURING PLANTING. WATER FILL @ FIELD - --- - To TOP OF AIR ROOTS)- r 4 HOLE PRIOR TO SETTING PALM. ±6" OF FILL ON Q 7 BOTTOM AND ALL SIDES. CONTRACTOR TO -�---- DESIGN - _ 1 0 CE R BALL D . VERIFY @FIELD O DEVELOPMENT • CONSTRUCTION Milli, 8 © REMOVE ALL OVERBURDEN. DOCUMENTS s- NO SCALE 7 TREE PLANTING AND UNDERGROUND UTILITIES ---- ------------ - 6 - -----• BID/PRICING �i FACE OF BUILDING, WALL OR FENCE. 9 '�7 4" PERFORATED PVC (4 EA.) WRAP WITH FILTER PACKAGE O2 REMOVE NURSERY STAKE 7 CLOTH. LOOSELY CAP TOP OF PIPES. SET ON ` O$ ISSUE CONSTRUCTION ESPALIATE ON TO SUPPORT. ROOTBALL. - MIT , ;iI -; , I, December 6, 2004 ® REMOVE ANY EXCESS TRASH CONCRETE AT 5._0» OC� ,;,�, //:•. -- 8 HOLE TO BE 2 X ROOTBALL WIDTH. ! � --- ---------- ------------ PLANTING HOLE CREATE SWALE DEPRESSION ! %%. 7 r`IPTb?'<NT LM 12" - %;:�/. - = O9 ORGANIC TWINE BY NURSERY TO REMAIN. AWAY FROM FOOTING OF STRUCTURE T i T - -------- ... FINISH GRADE i 1 1 10 PALM TRUNK T O B E PLUMB (V E R T I C A L I. THESE PLANS HAVE BEEN REVIEWED' BY THE COACHELLA VALLEY WATER MS 11 NATIVE SOIL. DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1 CHAPTER 3 #v 204139.00 © PIT TO BE 3 TIMES THE DIAMETER OF BALL 8 = - ARTICLE Bo a, SECTION 65697 ET. SIEQ. REQUIRING EFFICIENT LANDSCAPE AND a BACKFILL TO BE NATIVE SITE SOIL ONLY. 12 12 UNDISTURBED NATIVE SOIL. IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY (CITY AND couNrn. LANDSCAPE 'Approval of this draw drawings by CVWD Staff does not constitute approval to encroach into district and USBR Rights-of-Way. Tr in plants, waft and permanent strictures of any DETAILS ® SET ROOTBALL NEXT TO FOOTING 1 2 kind may not be planted or Installed In CVWD and USBR easements of right-or-way �s UNDISTURBED NATIVE SOIL without first obtaining an encroachment permit from CVWD. NO SCALE 5 VINE DETAIL NO SCALE PALM PLANTINGL601 DATE WATER MANAGEMENT SPECIALIST DEVELOPMENT SERVICES SUPERVISOR ` C Q) ; REE TRUNK (2)TREE EMITTER PER 2 LEGEND - INSTALL AT PVC UNION - SIZE 1 3 EDGE OF ROOTBALL. PER VALVE SIZE MINIMUM 3 PER TREE--2 � ° PRESSURE 2 4 ON HIGH ELEVATION SIDE° � 2 OF TREE THREAD INTO ° ° � 1 REGULATOR 1 .�,--I i 1=_ - I I 8 e r'QV Q SENNINGER XB-10PC-1032 _ _ _ TOP OF 1 /4" p =III=III=I =III=II 5 THICK-WALL POLY RISER. � 3 EMITTER PER SHRUB; III—III- — Landscape Architecture � Q PRODUCTS SIZE PER _ _ _ _ Environmental Design LEGEND 1 FINISH GRADE 3 XB-20PC- 1032 I=III=III= I I=I - g ° o� 2 Q DRIP REMOTE 02 IN GROUNDCOVER, 1 EMITTERS PER TREE =III=III=I I - =1I - =I I II 6 ODECOMPOSED GRANITE n ° ° IN TURF AREAS. , - - °Q CONTROL VALVE PER , _ _ _ o LEGENDl� I I = \ \\ \ \\ w' -) I I=� �_� ( �_� �_ _ 7 ®PFR/FRA24 RAIN BIRD o� � . �3 ) INSTALL BALL VALVE ( // �\ / 2 NSTALL EMITTER - - - - - ��W HG��P 3 4 ROUND VALVE BOX W/ I `//\/%\���i ABOVE GRADE AND -) I I-III-I I I I-III III-III 1 /2" IPT X 1 /4" POLY c Q9 SCH. 80 NIPPLE 4 - /�� '� \\ DECOMPOSED RISER 4 5 LOCKING COVER III ( ( I I �'� //\��\% SECTION 6 5 S' nature gull ° 5 DRIP FILTER SIZE 5 MARKED BY HEAT - _ /�\\X \ \\ GRANITE O12 DEEP LATERAL FOR R n PER LEGEND - - / / / PVC c BRANDING 2 HIGH III- I I- �VA/VA/\ \ 4 O3 NATURAL EARTH 7 �lF � ° 6 © BALL VALVE, SIZE „ _ / ©NATURAL EARTH F c.. ° o� PER VALVE SIZE =III=I - m = _ LETTERING FV & - / // // // 817 North Avenue ° - CONTROLLER SYSTEM III I ( -III %\\%\\%\\j ® ROOTBALL 4 (2)EMITTER SPACING PER Phoenix,Arizona85004 O IRRIGATION MAINLINE , I I=I I I III-� 4 „ - /\//\\/ e 2 O TREE SIZE h 602.462.9000fox 0 00 4(59� 11��7 1=I I I I I III- O 1 /2 (S X S) PVC I I- // \ 0 PFR/FRA24 RISER m ° ° p 602.462.9001 ® PVC CLASS 200 =III=I I I I I-I , BALL VALVE 5 ASS Y ° 3 ISROOTBALL LATERAL LINE -III I III= O3/4" DRIP SUPPLY �- /�\�/�\�/�\ s H 0 U S T 0 N / 2" TUBING O PVC SCHEDULE 40 0 ° 9° 5 © 6" MIN. PEA GRAVEL SECTION 6 TEE OR ELL (S X T ° ° oa T Y N E R I — °�° • t ° ° •° ° ° ° I 6 QQ PVC SCH. 80 NIPPLE $ 2 4 NOTE: Architecture ON HIGH =I I f O 0 0 ° Interior Design °� ° 00 0• � ro ° ® PVC SCH. 40 ADAPTER ELEVATION SIDE° a• i =1 I ° °°° ° ° ° g° ° °°�° ° ° 7 NOTE NOTE ° a ° °o°� ° °° ° 1 13444 ' ° ° °�$° ° °o °o o(CO 1 . ALL PVC THREADED PLAN VIEW II- ° oo O 1 . ALL PVC THREADED Bali Way 8 Al CONNECTIONS TO BE CONNECTIONS TO BE Marina FAX 310 COATED WITH RECTOR COATED WITH RECTOR Del Rey 827-5292 California 10 PLAN VIEW SECTION SEAL T-PLUS TWO OR SEAL T-PLUS TWO OR 310 EQUAL EQUAL 90292 827-5009 0 DRIP VALVE ASSEMBLY A MANUAL FLUSH VALVE g EMITTER DETAIL C TREE DRIP DETAIL D sop v �; OFINISH GRADE 2" a IN GROUNDCOVER, 1 " IN TURF a 1 QQ SHRUB TRUNK/ ROOTBALL OFINI5H GRADE AREAS. 3 2 HRUB EMITTER PER 1 OO 2" IN CROUNDGOVER, 1 OINSTALL AIR 1 2 LEGEND - INSTALL AT 2 I IN TURF AREAS O FINISH GRADE 2 VACUUM RELIEF ' VALVE IN ROUND 4 EDGE OF ROOTBALL. 1 PER 3 OINSTALL DISK FILTER IN 2 Q2 2 IN GROUNDCOVER, 1 SHRUB-- ON HIGH IN TURF AREAS. 3 VALVE BOX BY J ELEVATION SIDE OF SHRUB. 13 X 18 VALVE BOX 3 Q INSTALL PRESSURE 4 BROOKS, CARSON REGULATOR IN ROUND < 5 THREAD INTO TOP OF 1 /4" 4 W LOCKING COVER 4 VALVE BOX WITH LOCKING _ oOCKIQNG COVER , �.1 z —III=III- —III—II MARKED BY HEAT COVER MARKED BY HEAT ,• , - THICK-WALL POLY RISER. 5 _ BRANDING 2" HIGH 5 BRANDING 2" HIGH _ ' I I=_ MARKED BY HEAT -_ - COVER WITH MULCH _ - - „ — — LETTERING "PR" I `D X III—I O td LETTERING F - = _- BRANDING 2 HIGH _ =III=1 I FLo I I-III- I =1 I I 1=�ow =III= =11 I I- I=III= LETTERING "AIR" Z —1 . —III= OO DECOMPOSED GRANITE, PER ....f- _--- 4 PVC NIPPLE LENGTH As _ �� III-I� � PLANTING PLAN I =I I I I=�, ® DISK FILTER PER -III=I I I (=III REQUIRED — LEGEND INSTALL AT -III= I I - - ® AIR VACUUM 0 6 SECTION ®PER/FRA24 RAIN BIRD - - _) I I=III III=i Q PRESSURE REGULATOR I�_ — ..� _ ANGLE FOR EASY - _ RELIEF VALVE. *''� 1 /2" IPT X 1 /4" POLY =III= (=I I (= CLEANING. I=III=I I I=III- ©6" MIN. PEA GRAVEL —III 2° 17; z RISER I = = I I �- - - (_ III= INSTALL AT � � _I—III III—I 5 PVC UNION. =11 _ PVC LATERAL �____ ° ° II_ HIGHEST POINT OF W s O12 DEEP LATERAL FOR =III III= O - _ -III o • ° o I SYSTEM v • PVC o ° ©6" MIN. PEA GRAVEL II- ° 0 ° ° ° _I ®PVC FEMALE ADAPTER —II ° ° 5 5 • 2 4' C8° ° ° ° 6 -III C$° ° mod° ° ° (ONE REQ. EACH SIDE) °Q� Q °O 0° O6 MIN. PEA �" ° ° ° °0 ° GRAVEL °° ° ° ©NATURAL EARTH f ° ° O °°� QPVC LATERAL I-I I ° O ° 00� go °°� 6 00 ° ° ° ° 6 Z ° °� 0,0 3 0 °O ° � �° ° g o ° ° °o ° 7 ®PVC FEMALE ADAPTER -III o ° ° �° O 8 0 7 ° GD, °°° ° ° ©PVC LATERAL o� �° °° o ° ° (ONE REQ. EACH SIDE) �' ° ° ° ° ° 7 OPVC TEE (T X T) ° NOTES °L ° g ° cv g ° 2" NOTE: °c.Q o° PLACE EMITTER ON 1 . ALL THREADS TO BE I °` , ° $ ° HIGH ELEV. SIDE WRAPPED WITH TEFLON a ° Op 00. o 7 ° ° ° °(r� �� ° NOTES: NOTES: 2A WHEORE MORE THAN ONE ° ° °° 1 ° ° 1 . ALL THREADS TO BE 1 . ALL THREADS TO BE HIGH POINT EXISTS IN THE PLAN VIEW SECTION WRAPPED WITH TEFLON SECTION WRAPPED WITH TEFLON SECTION FIELD INSTALL MULTIPLE TAPE OR EQUAL. TAPE OR EQUAL. AIR VACUUM RELIEF VALVE. SHRUB / VINE DRIP DETAIL E DISK FILTER F PRESSURE REGULATOR—DRIP G AIR VACUUM RELIEF VALVE H TRACT #: 28818 100% CD SET 1800 PCS SCREEN PERFORMANCE - MPR NOZZLES P03-0I0 PG5-020 POS-050 11GS-040 PG5-060 1105-0q0 1"G5-IDS PGS-I?5 MS-2W PGS-'S'10 12/28/04 GPM: .I 2 .5 .4 ,6 .41 1.25 I'IS 2.6 51 1800 PCS SCREEN PERFORMANCE - U-SERIES AND VAN NOZZLES 1 CITY COMMENTS M'/H (L/S) 0,02(O,OI) 0405(0101) 007(0,02) 004(0,05) 0,14(0A4) 0,20(0,06) 012D(046) 0,40(O,II) OA"(OW 0,04(0,25) ____-- _---------- ------_.--------_-- COLOR: PURPLE BROWN SILVER ORANGE BLACK H41TE 61REEN YELLOW BLUE RED MS-010 MS-020 PGS-050 MS-~ PG5-060 PGS-090 PGS-123 P05-MIS PC45-260 PG5-510 01/04/05 DISTANCE FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS GPM: .I 2 .5 .4 .6 .4 1,26 1.15 2A 5.1 2 CVWD COMMENTS M7H (L/S) 0,02(0,01) OOs(00) 007(O,o2) Oidl(00") OJ4(0,04) 0,20(q06) 0,26(Ops) 0,40(O,II) M"(OW 0,64(0,25) ------------------_--._.__.__._.-_.__... 50 5 115 6 1,8 COLOR: PURPLE BROMI SILVER ORANGE BLACK WHITE � YELLOW BLUE RED 5T 5' 1,5 6' I'S DISTANCE FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS FEET METERS 5H 4' 1,2) 5' (I'S) SF 5 1,5 8 2.4 U-120 2 0.6 7. 2.1 12' 3,7 14, 4,3 --- --�---—so 4'4' 1,2 8 2.4 9 2 7 10 3.1 v, U-12H 3 0,9 ♦ 1.2 7 2,1 11 3.4 12 3,7 8T 6' 1.s 7' 2,1 8 2,4 9 2,7 U-12F 3' 0,9 6' 1,8 8' 2 4 9' 2,7 11' 3,4 12' 3,7 14' 4,3 8H 5' i.5 7' 2,1 8' 2.4 10' 3,1 11' 3.4 in U-150 2' 0,6 6 18 11 3,4 1S 4.6 18' .9 O 8F 4' 1,2 3' 0.9 1 8' 2,4 10' 3,1 11' 3,4 U-I5H 2 0,6 3 0,9 5 115 9 2,7 12 3,7 15, 4,6 100 2' 0,6 6' 1,8 e' 2,4 10' 3.1 U-15F 4' 1,2 6' I'S 7' 2,1 10 3.1 13' 4,0 15, 4,6 10T 4' 1 2 9' 2,7 10' 3,1 11' 3 4 90' 1 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 ION 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 1.5 7 2.1 8 2,4 9 2.7 10 3.1 O DESIGN I OF t' 0.3 4' 1.2 8' 2.4 10' (3.1) 12' 3.7 1 270' 0,3 2 0,6 4 1,2 61 I's 7 2.1 8 2,4 9. 2,7 9. 2.7 120 3' 0,9 8' 2,4 11' (3,4) 12' 3,7 :1.11 4 ,4 .4 DEVELOPMENT 12T 2' (0,6) 6' 0.8) 10' 3 1 11' (3.4) 12' (3. s a 10, 10,7) .1 •4 ;4 • CONSTRUCTION 91 7F 10- • 1. .4 CL 12H 4' 0.2) 6' 1 8 10' (3 11) 12' (3.7 14' (4.3) DOCUMENTS 12TT 2' 0,6 4' (11.2 6' (1.8) 9' 2,7 12 3,7 4 12T0 2' 0,6 3 0,9 g• i g 8 2,4 10 3,1 12 3.7 330' 0.5 0, 1 0.3 3 0,9 6 I's 7 2,1 8 2,4 9 2,7 2,7 i • BID/PRICING 12r2 0,6 5 1,5 7 2,1 8 2,4 12 3.7 13 4,0 9G' 1 0,3 3 0,9 8 2,4 12 3.7 14 4,3 14 4,3 15 4,8 15 4,6 PACKAGE 150 3 0.9 5. 1,5 9. 2.7 12 3.7 13 4,6 t80 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 S 1,5 7 2,1 12 3.7 14 4.3 15 4,6 270' O.S 0.2 3 0,9 S 1,5 8 2,4 70 3.1 11 3.4 11 3.4 - O CONSTRUCTION 15H 3 0.9 4 1.2 7 2,1 11 3.4 15 4,6 17 5.2 33(r 0.5 0.2 3 0,9 S 1,S 8 2,4 9 2,7 10 3,1 11 3.4 [— I __ ISSUE 0 15TT 1 0,3 2 0,6 4' 1,2 8 2.4 10 3,1 13 4,0 1S 4,6 1 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 --- $ 15T0 6 1.8 e' 2,4 14 4,3 15 4,6 = 1 180' 1 0,3 5. 1,5 7 2.1 10 3,1 12 3,7 13 4,0 14 4,3 ; December 6, 2004 15F 4' 1,2 6' 1.8 10' 31 12' 3,7 is, 4,6 1 270' 1 0,3 4 1,2 6 1,8 9 2,7 10 3,1 12 3,7 13 160-SLA 1' 0,3 2' 0,6 8' 2,4 11' 3.4 18' 4,9 18' 5,5 1 330 0.5 0.2 1 0.3 4 1,2 6 1,8 8 2,4 10' 3,1 12 3,7 13 4,0 -- ^- ------ ----- -- 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 8' 2.4 10' 3.1 12' 3,7 ` 16F-SLA 0.5' (0,2) 2' 0,6 3' 0.9 6' is 12' (3,7) 16' 4,9 19' 5.8 12 180' 1' (0.3) 2' 0 6 5' (1 15) 8' 2,4 12' 3,7 ° 1 }i LM 22 - 2' 0,6 7' 2,1 12' 3 7 20' 6,1 22' 6.7 12 270' ON 0.2 1' 0 3 3' 0 9 6' 1.6 8' 2,4 12' 3 7 22H-SS 2 0,6 4 1,2 8 2,4 14' 4 3 22 6,7 25' 7,7 12 330' 1 .3 3 0,9 5 1.5 7 2,1 12 3,7 14 4,3 22F-SS 2 0,6 s is 7 z,1 18 ss 22 s,7 24 7.3 15001 2' os s' 1.5 11' I's 1s' 4s THESE PLANS HAVE BEEN REVIEWED' BY THE COACHELLA VALLEY WATER MS _ 50-8 2 0.6 4 1,2 5. 1,S 1 i80' 1' 0.3 3' 0,9 8' 1,8 9' 2,7 12' 3,7 15' 46 5H-B i 0,3 2 016 5 1 s 1 270' 6 1.6 a 2,4 is' 4.6 16 4.9 DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1, CHAPTER 3 A 204139.00 m 5F-B 11 0.3 2 0,6 3 0.9 S 1,S 1 330' 8 2,4 12 3.7 14 4.3 15 4.6 ARTICLE 10.8, SECTION 66697 ET. SEQ. REQUIRING EFFICIENT LANDSCAPE AND m 5CST-0 1 0,3 3 0,9 S 1,S 1 90' 0.5 0,2 2 0,6 6 1,8 12 3.7 17 5,2 16 5.5 20 6.1 21 6.4 15SO 4 x4 1,2x1,2 7 x7 2 1x2.1 11 x11 3,4x3.4 tS x1s 4,6x4,6 16 x16 4.9x4,9 1 teo' 1 0.3 3 0,9 5 1.5 9. 2.7 i6 4.9 18 ss i9 5.6 IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY a d 9SST 9 x9 2,7x2,7 9 x11 2.7x2.7 9 03 2,7x4.3 9 x14 2,7x4,3 1 270' 0.51 SO.2) 1 0,3 3 0,9 5 1,5 11 3,4 15 4,6 18 5,5 (CITY AND COUNTY). IRRIGATION F 15CST 4 x6 1 2x1.8 4 x12 1,2x3,7 4 x15 1,2x4,6 4 x17 1,2x5,2 4 xt8 1,2x5,5 1 330• 0.5 0.2 1 0,3 3 0,9 4 1,2 9 2.7 12 3,7 15 4,6) 'Approval of this drawings by CVWD Staff does not constitute approval to encroach into �^ 15SST 4 x5 1,2x3 1 4 x10 t,2x3,t 4'x15' 1 2x4 8 4 x16 1,2x4,9 BOLA 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 x12 1 2x4.6 4 x1S 1 2x4 6 4 x21 1,2x6,4 DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any 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. kind may not be planted or Installed In CVWD and USSR easements Of right-or-way DISTANCES MAY VARY SLIGHTLY WITH HIGHER PRESSURES AND LONGER RUN TIMES. without first obtaining an encroachment permit from CVWD. DATE � I PGA LAC AND VOTER MANAcOAENr sPECIAusTL602 DEVELOPMENT SERVICES SUPERVISOR DFINISH GRADE 3611 (1) CONTROLLER ENCLOSURE SINGLE OR 0 FINISH GRADE 91 " IN TURF AREAS 2" IN DOUBLE WIDE IS FINISH GRADE Q 1 " IN TURF AREAS 2" IN GROUND COVER = Q q (2) 6" CONCRETE PAD WITH MANUF. GROUNDCOVER AREAS SUPPLIED MOUNTING BASE. 1 IN TURF AREAS 2 IN 1 2 3 3 QCONTROLLER INSTALLED IN = GROUNDCOVER AREAS RECTANGULAR PLASTIC HEAVY DUTY STAINLESS o 2 CONCRETE STEPPING PAD 24 X24 X2 VALVE BOX W/ 9 STEEL CONTROLLER CENTERED ON CONCRETE ENCLOSURE. 1 2 3 RECTANGULAR PLASTIC q 1 /2"X15 1 /2" LOCKING ENCLOSURE ASSEMBLED BY -� _ 3 POUR IN PLACE MEDIUM BROOM FINISH VALVE BOX — BROOKS, COVER W/ HEAT - 4 HIGH TECH IRRIGATION WITHL3: ® SIDEWALK OR CURB, PER PLAN AMETEK OR EQUAL W/ (= BRANDED 2" LETTERS a �1'QUp® FOLLOWING OPTIONS: - - 4 LOCKING COVER MARKED BY -1 I M i i "MASTER VALVE" Landscape Architecture CONTROLLER a. ON/OFF SWITCH/ SEE NOTES N m 4 ELECTRICAL METER PEDESTAL WHERE HEAT BRANDING 2" HIGH Environmental Design RECEPTACLE GROUNDED OCCURS PER PLAN. = LETTERING "BASKET II=III ® EXTENSION .III-I� 5 g 4446(a" 110V OUTLET 6" 24� 6 NOTES: I I (=I I=I I (= STRAINER" IIIQ WIRE CONNECTORS PER_ _b. WALL MOUNT CONTROLLER 1 . SEE PLAN FOR EXACT QUANTITY OF I—�I III—� ® EXTENSION AS REQUIRED IIII NOTESc. REWIRED TERMINAL STEPPING PADS I I— I=III= © ELECTRIC VALVE PER_ � � � �I=III-PLAN VIEW— _ = III-I Q BASKET STRAINER PER 7 7 PUCE MAINLINE PER LEGENDSTRIP 2. OMIT STEPPING PADS) WHEN cv = — ,- -1 11= 12 d. 5 YEAR WARRANTEE e. SINGLE WIDE ADJACENT TO SIDEWALK  5 =1 LEGEND I=IIQPRE—WIRED RADIO -- III— III— s a �� REMOTE PLUG — © PVC MAINLINE PER LEGEND 0 PVC MALE ADAPTER ,,a &' s � 4" PVC NIPPLE WITH FEMALE 0 817 No nue s COMMON WIRE EXPANSION m � o o 'er Q WALL MOUNT CONTROLLER 11— ADAPTER, 2 REQ. - ° ° CURL Phoenix,Arizona 85004 PER LEGEND. INSTALL PER 6" 6" 0 CONTROL WIRE EXPANSIONph 602.462.9000fox I _ MANUF.INSTRUCTION 24 6 6 � -g 24 1 ® PVC BALL VALVES 2 � `� ,° 0 ° ° REQUIRED 2„ CURL 602.462.9001 4 10 g g 11 6" MIN. PEA GRAVEL H o u s T o N QANCHOR BOLTS PER MANUF. _ — I 2 PEA GRAVEL DRAIN SUMP 11 SPECS. ALIGN I 12 SCH. 80 BRASS NIPPLE T Y N E R j Q2 IRRIGATION CONTROL = 3 O SECTION FROM BACKFLOW TO I WIRE CONDUIT AND CONTROL — 8 °8Architecture to 6 N = Z � `� � � NOTES- MASTER VALVE. Architecture � g 8 WIRE _ 4 � NOTE: 1 . ALL PVC PIPE THREADS TO BE COATED W/ Interior Design j 7 AGROUND ROD PER MANUF. = p SPEC. .211 7 ALL THREADED "RECTOR SEAL" T—PLUS TWO OR EQUAL. 13444 Q3/4 120 VOLT CONDUIT 30 MIN CONNECTIONS TO BE Bali Way 2. EXPANSION CURL WRAP WIRE AROUND 1 /2 AND WIRE SEE NOTES SEE NOTES WRAPPED WITH TEFLON DIA. PIPE 15 TIMES. Marina FAX 310 ELEVATION Q2" CAPPED CONDUIT FOR PLAN VIEW— g 8 TAPE OR EQUAL. 3. BUNDLE AND TAPE WIRE PER NOTES Del Rey 827-5292 310 FUTURE USE DOUBLE WIDE = SECTION California 009 0 � 90292 827-5009 CONTROLLER ENCLOSURE A CONTROLLER PAD B BASKET STRAINER C MASTER CONTROL VALVE D 0 FINISH GRADE 0 FINISH GRADE O FINISH GRADE 0 FINISH GRADE � c� 02 7.4 1 " IN TURF AREAS 2" IN GROUND COVER AREAS 02 2" IN GROUNDCOVER, 1 " IN TURF AREAS. 1 " IN TURF AREAS 2" IN GROUND COVER AREAS 0 1 " IN TURF AREAS 2" IN GROUNDCOVER AREAS cn ` g2'-6" 0 ROUND PLASTIC VALVE BOX. BROOKS AMETEK OR EQUAL WITH 4. 0 JUMBO PLASTIC VALVE BOX W/ EXTENTION AND INSTALL PRESSURE REGULATOR IN ROUND VALVE BOX WITH LOCKING 0 PVC SCH 80 90 DEG. ELL LOCKING COVER. BY AMTEK OR EQUAL COVER MARKED BY HEAT BRANDING 2" HIGH LETTERING "PR„ LOCKING COVER MARKED G.V. 4 ® EXTENSION ® PVC NIPPLE LENGTH AS REQUIRED ® EXTENSION 0 RECTANGULAR PLASTIC VALVE BOX — BROOKS, AMETEK OR 0 FULL—PORT BALL VALVE PER LEGEND EQUAL W/ LOCKING COVER MARKED BY HEAT BRANDING 2" HIGHE m 0 24 INCH UPSTREAM MIN. LENGTH (10 X SENSOR SIZE PIPE DIAMETER) 0 PRESSURE REGULATOR © PVC MALE ADAPTER TWO (2) REQUIRED LETTERING W/ CONTROLLER STA. NUMBER © 12 INCH DOWNSTREAM MIN. LENGTH (5 X SENSOR SIZE PIPE DIAMETER) © PVC UNION. 0 PVC MAINLINE PER LEGEND 0 FULL—PORT—BALL VALVE a >, © PVC SCH. 80 3" NIPPLE CONTROL WIRE W/ EXPANSION 8 0 PVC MAINLINE PER LEGEND (SIZE PER PLAN) 0 6" MIN. PEA GRAVEL ® 6 MIN. PEA GRAVEL 7 CURL (INSTALL WIRE PER ® FLOW SENSOR ASSEMBLY PER LEGEND PIPE SAME SIZE AS FLOW ® PVC LATERAL 0 WIRE CONNECTORS PER LOCAL CODE-- BUNDLE AND -' SENSOR s 3 0 ELECTRIC VALVE PER LEGEND TAPE PER NOTES) 1 2 06 MIN. PEA GRAVEL 0 PVC FEMALE ADAPTER (ONE REQ. EACH SIDE) 1 2 4 0 PVC LATERAL LINE PER LEGEND J z DRAIN SUMP 13 6 MIN. PEA GRAVEL 3 10 WIRES FROM FLOW 1 2 10 PVC MALE ADAPTER 14 PVC MAINLINE (PER LEGEND) V O 11 COMMON WIRE WITH EXPANSION CURL SENSOR TO 3 _ _ AND FITTINGS 4 = II= 11= 5 I — II 1= I=1 CONTROLLER PER =1 I I=1 i, _ `° Cn =1 I M 5 MANUFACTURE'S - tlll—III M. III-I I I� 1 2 5 4 . -- z =1 I (—� 6 SPEC. WIRE —) 1 I-i -111—� CONNECTIONS PER =1 11= ow NOTE — I �i„��- - I I,-,I L� 6 Q U 24" 12" NOTES =� I I� I -� . ,I I —� �- 1 . ALL THREADED 6 4 6 CONNECTIONS TO BE 3 7 Q i 1710 7 WRAPPED W/ TEFLON TAPE > Z FLoN OR EQUAL � 8 2 To ° NOTE: o O °° 0 9 1 . ALL PVC PIPE THREADS CONTROLLER 8 ° C. TO BE COATED W/ $ f O ° 000 0 � O 7 "RECTOR SEAL" T—PLUS 4 ° ° O O °C� = 10 _ z d0 8 `� C EO 04� ° ° Q O° 00 °� ° d00 8 °qoC�Olt � 8 11 TWO OR EQUAL. o O ° o ° ° o ° 2,80 2. EXPANSION CURL WRAP 50" MIN SECTION 2" SECTION 14 13 12 WIRE AROUND 1 /2 DIA. � 9 8 7 30 MIN SECTION PIPE 15 TIMES. SECTION FLOW SENSOR ASSEMBLY' E PRESSURE REGULATOR F BALL VALVE G REMOTE CONTROL VALVE H TRACT #: 28818 0 FINISH GRADE 1 /2" IN TURF AREAS 3" TURF AT EDGE OF WALL 6" 20 INSTALL QUICK COUPLER IN ROUND SHRUB SETBACK 18" SETBACK AT 100% CD SET 1 2 3 4 PLASTIC VALVE BOX BROOKS, STREET CURB, SIDEWALK AND 12/28/04 CARSON OR EQUAL WITH LOCKING COVER MARKED BY HEAT 1 PAVEMENT. FOUR TO SIX FEET ACITY COMMENTS AWAY FROM STREET CURB AND 01/04/05 - 1/2" BRANDING 2 HIGH LETTERING W/ ALL HARDSCAPE AREAS FOR CVWD COMMENTS — QUICK COUPLER (INSTALL IN 2 ROTORS. J — 'GROUNDCOVER AREA WHENEVER - — 0 02 POP—UP HEAD PER LEGEND •� _�I=I 111—III POSSIBLE) 3 I= I I =I I hI 0 FINISH GRADE A_ - o =1 I 1 111=1 1 II ® FINISH GRADE 1 IN GROUND 4 ® 1 " IN TURF AREAS, 2" IN GROUND =1II= I Ill COVER AREAS A- DESIGN ONE (1 ) CU. FT. OF PEA GRAVEL 0 PVC ENIPPLE SCH 80 LENGTH AS 0 c �.� DEVELOPMENT II 5 AT BASE OF VALVE BOX, TURF — __ REQ. (2" MIN) corvsTRucTionl AREAS ONLY _ _ —� 5 s PVC T X T DOCUMENTS =I I I I I(� 0 C ELL ( ) ---j ° T _ C _ © BRASS NIPPLE LENGTH AS -III=III— cb 6 REQUIRED MARLEX STREET ELL BID/PRICING O _ Ooo° ° ° 8 Cr ° °ebb° 7 PVC MAINLINE _ 8 ANTI—DRAIN VALVE PER LEGEND - PACKAGE _ 0 -0, °° a° ° �° CONSTRUCTION ', 0 ISSUE ° ° ° coo 7 ® PVC ELL (TXT) — 7 (PROVIDE ANTI— DRAIN VALVE ON December 6, 2004 e HEADS WITHOUT FACTORY ANTI— BRASS ELLS TWO (2) REQUIRED DRAIN VALVES C LM w _ - 8 10 BRASS 80 10" NIPPLE SECTION 9 0 PVC NIPPLE LENGTH AS REQUIRED - - - - - ------ - 11 PVC MAINLINE FITTING 10 PVC LATERAL LINE PER LEGEND � MS ' THESE PLANS HAVE BEEN REVIEWED' BY THE COACHELLA VALLEY WATER 11 9 10 12 30" LONG 4 R EB AR W 2 HEAVY 11 PVC LATERAL LINE FITTING DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1, CHAPTER 3 204139.00 O # / ARTICLE 10.8, SECTION 65597 ET. SEQ. REQUIRING EFFICIENT LANDSCAPE AND DUTY GALVANIZED STEEL IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY $ 12 "PUNCH—LOK" FASTNERS 7 NOTE: (CITY AND COUNTY). *PROVIDE PURPLE CAPS F 0 R ALL Approval of this drawings by CVWD Staff does not constitute approval to encroach into IRRIGATION 11 10 HEADS ON RECLAIMED SYSTEMS district and USER Rights-of-Way. Trees, plants, walls and permanent structures of any DETAILS NOTES' kind may not be planted or Installed In CVWD and USBR easements of right-or-way 1 . ALL THREADS SHALL B E *ALL PVC THREADED without first obtaining an encroachment permit from CVWD. e SECTION WRAPPED WITH TEFLON TAPE OR CONNECTIONS TO BE COATED EQUAL. WITH RECTOR SEAL T—PLUS TWO DATE: WATER MANAGEMENT SPECIALIST OR EQUALL6m3 QUICK COUPLER I POP-UP HEAD J DEVELOPMENT SERVICES 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 goveming 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 ride, setback and visibility shopdrawings may not require the Owner review. A. When tests indicate non-compliance, a cost of subsequent 1.1 GENERAL 11 ` SECTION 01010 ' g 9 9 y g Y q P pay q _ legal requirements of public authorities, which bear on requirements. Therefor, wall alignments, elevations and 6. Prepare required additional sets for subcontractors, re-testing until compliance is established. A. Comply with codes and regulations regarding potable drinking SUMMARY OF WORK performance of the Work. Nothing in Drawings or Specifications exposures may vary from those shown on drawings. Field staking manufacturers, fabricators, installers, and contractor's job B. Pay inspection fees imposed by goveming agencies. water, sanitation, dust control, fire protection, maintenance of shall be construed to permit work not conforming to applicable and review prior to construction are intended to identify changes 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 that may impact labor, equipment and material requirements nor B. Manufacturer Literature: Documents only when supplemental tests indicate B. Remove temporary facilities, toilets, storage sheds and other � Y Pq P Y PP P rY 9 1.1 Work covered by contract documents between code requirements, the most restrictive shall apply, to start of work. However, additional minor wall height adjustments 1. Submit sets of manufacturer cut sheets of components required non-compliance. Pay cost of subsequent re-testing until construction items of temporary nature from the site as soon as, in j except that where requirements of these Specifications exceed may be anticipated during the construction process to fine-tune the for installation for approval b Owner per roved construction compliance is established. opinion of Owner, progress of work will ermit. Restore areas of ] A. Protect. Mamott s Shadow Ridge', Palm Desert, CA. P q Pec y p g p pp y p pp p P P 9 P e �rou p® code requirements the Specifications shall govem. functional or aesthetic aspects of the walls. Perform these changes schedule. Submit items at one time in a 3 - ring binder. D. Pay costs associated with tests, inspections and observations site occupied by temporary facilities to original, proposed, or a A B. Base Bid: Include labor, material, equipment, services and Landscape Architecture trap!o 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 due to the following: condition acceptable to Owner. Environmental Architecture 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, 1. Re-testing due to failure of initial samples. C. Obtain written approval from Utility Company and Owner a C. Promptly submit written notice to Owner's Representative of E. Planting: and contact person. 2. Unapproved changes in sources, lots, or suppliers of materials minimum of 72 hours prior to disconnection or interruption of / ," A. Limit use of site to allow Owner occupancy and work b others. \ 11 s P Y Y 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 after original tests. 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. 3. Changes in methods or materials of construction that require 1.2 TEMPORARY ELECTRICITY , / �r �� T, " 1. At no time during work shall equipment, materials or other items will be issued b Owners Representative to make necessary location can occur as a result of subtle changes in adjacent grade, , inspection or other related services in excess of that A. Provide tern temporary power for testin and o eration of irri irrigation (��,,�_�.� y p ry g t g 4. Circle specific model or item to be approved for cut sheets testing p p ry p g P g -��. b be placed at locations that would impede or impair access to or chan es. Assume res onsibilit for Work known to be contra to tree locations or size and character of a articular tree selection. which feature more than one model or item. X-out non-a livable re uired b on inal desi n. and li htin s stems throu h enerato s as re uired. G'2'W9 P Y rY P PP q Y 9 9 9 9 Y 9 9 � ) q gar y--� i 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 4. Failure to properly notify Owner Representative or Goveming 1.3 TEMPORARY LIGHTING a .c 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 Agency at critical stages of construction. A. Should temporary lighting be required, provide lighting for ,,r�_ ✓y 111 '< '' 2. Cooperate with Owner in providing traffic control and actions of employees, sub-contractors and suppliers. implemented to allow planting adjustments in the field without Owner Representative. 5. Requesting inspection of work not ready. construction operations to achieve a minimum lighting level of 2 sequencing of construction in order to minimize inconvenience to E. Prior to bidding, visit site to become familiar with existing substantial) altering labor, material and scheduling requirements. 5. Where specifications require work to be finished, installed or 1.3 TOLERANCE footcandles/s ft. Comply with goveming agency code for 817 North Central Avenue 9 Y 9 9 q P q q P Y 9 9 9 Y Phoenix,Arizona 85004 Owner. g conditions and requirements of Work. These planting procedures will require completion of various tasks performed in accordance with specific product Manufacturers A. Tolerances not specifically identified shall meet written temporary power and hours of construction activity. ph 602.462.9000 fax r 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. standards and recognized commercial tolerances established and B. Provide branch wiring from temporary power source to � P 9 602.462.9001 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 required for specific materials or product to complete the work. distribution boxes with lighting conductors, pigtails, lamps and I g before entering into Contract. No allowance will subsequently be that composition of each area can be adjusted and refined. approved upon first review, Owner shall review the submittal two 1.4 EXAMINATION OF CONDITIONS appurtenances. ,y and staging locations with Owner prior to mobilization. H O U S T o N 1.2 PERMITS FEES AND NOTICE made on behalf of Contractor due to error, negligence or failure to Review and field interaction process is addressed in more detail in additional times maximum. If submittal is not approved after three A. Prior to installing any portion of work, examine site and verify C. Maintain lighting and provide routine repairs. T Y N E R S acquaint himself with site conditions. Notify owner immediately if the Landscape Specifications. General planting adjustments in reviews, Contractor will be billed hourly for each subsequent site conditions are acceptable and work specified elsewhere has 1.4 TELEPHONE SERVICE � A. Plan check fees will be paid by Owner. discrepancies are found. specific areas will be made, as planting progresses. Irrigation valve review. been completed to an appropriate stage. A. Telephone service will not be provided by Owner. Contractors B. Secure and pay for necessary permits, govemmental fees, G. Examine site and verifyconditions are acceptable to begin work location adjustments may be necessary (prior to installation as a C. Samples: B. Materials or products requiring installation under supervision or Superintendent shall be available b mobile telephone at all times Architecture P 9 J Y rY (P ) P P q 9 P p Y p Interior Design 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 inspection of manufacturers representative shall be examined during business hours. � work. Verify if Owner will reimburse contractor at cost for required completed to an appropriate stage to begin work. This includes END OF SECTION 01010 by the Specifications. Submittals required other than for selection and/or tested and approved in writing by such representative prior 1.5 TEMPORARY WATER SERVICE 13444 o fees. but not limited to lines, grades and surfaces prepared by others. of color, texture or finish shall be given to Owner Representative at to and after installation of Work. A. Provide, maintain and pay for suitable quality water service Bali Way C. Comply with and give notices required by laws, ordinances, Notify Owner in writing of any irregularities or unacceptable a time determined by Contractor, which will allow for resubmittal C. Notify Owner immediately in writing of any irregularities or required for continued operations. Verify necessary point of Marina FAX 31 0 rules, regulations and lawful orders of public authority. conditions. Start of work indicates Contractors acceptance of site and which will not cause a delay in the Work. unacceptable conditions. connection and connection requirements with utility supplier and � g p y Del Rey 827-5292 conditions. 2. Upon review b Owner, a Notice of Sample Approval will be D. Start of work constitutes Contractor f acceptance o site Owner. D. Make certain Contract Documents are in accordance with p Y � P PP p California 310 applicable laws, statutes, g g H. Throughout the job provide for general safety of public retumed along with comments. conditions. B. Extend branch piping throughout site to provide outlets for building codes and regulations. If 90292 827-5009 c contractors, sub-trades and Owners representative, and take SECTION 01200 3. Resubmit corrected samples per original requirements. hoses with threaded connections. . Contract Documents are at variance in any respect, promptly notify whatever means necessary to provide a safe and secure job site PROJECT COORDINATION 1.4 PROJECT RECORD DRAWINGS (AS-BUILT) 1.6 TEMPORARY SANITARY FACILITIES Owner in writing so that necessary changes can be accomplished 1.1 POST-BID INTERVIEW A. Prior to commencing to satisfaction of Owner and goveming agency requirements. g work obtain sepia mylars and electronic A. Provide and maintain temporary sanitary facilities per goveming 4) ,% by appropriate modification. I. Verifymeasurements, materials and systems in the field. A. Upon execution of contract, schedule meeting with Owner and drawing files of original drawin s from Owner. Seals and agency requirements. Verify placement with Owner nor to 4-i Ys 99 9 Y q Y P P .� � � o E. Costs attributed to correction of work knowingly performed Provide investi ations, la outs, and coordination necessa to Landscape Architect to identify specific personnel from signatures of registrants shall be completely removed and/or delivery. M 9 Y rY 9 9 P Y 1.5 DELIVERY, STORAGE AND HANDLING rY- .� � U ....r � contrary to such laws, ordinances, rules and regulations, and properly fit, install and complete the Work, including integration of Contractors company who will be responsible for the work. 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 to 0 .8 without notification of Owner, shall be bome by Contractor. new Work with existing. Provide list of key staff, their role, function, and telephone requested by Owner, which reflect current as built information. bundles, with seals unbroken, identified b name and mark of locations for personnel involved in handling materials that require C � U 4-4 1 1.3 APPROVED APPLICATORS J. Install the work in accordance with manufacturers and/or numbers. Key personnel must be on site during normal business B. Dimension items to be located from two permanent points of Manufacturer. y wash-up. Dispose of waste drainage properly. "Wash-out" of trucks •1� A 0 A. Where s ecific instructions re uire a articular roduct and industry specifications and instructions and as specifically modified hours, cant' a mobile phone, be bi-lingual and knowledgeable in reference (building comers, sidewalk, roadway intersections, road for concrete, plaster, and other waste shall be permitted only in � � •.; Y ( 9 Y B. Deliver fabrications in as large assemblies as is practical. Package or P P Y material be applied and installed b an "approved a licator', in Drawings and Specifications. Install work tight, smooth, level, landscape 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' 9 P 9 9 P )• P crate shop-primed or finished fabrications as required to preserve such 9 Y straight, true to line, and secure. 1.2 RECONSTRUCTION CONFERENCE for work accomplished that day. Maintain complete and accurate wash facilities waste to flow into natural areas or washes. m lz `", insure personnel performing work are currently certified by the g P Y• P priming or finish intact and free from abrasion. C� � V K. Maintain a co of Contract Documents on-site at all times for A. A preconstruction conference to discuss project work will be record set of changes or deviations from shop drawings and 1.7 TEMPORARY FIRE PROTECTION particular Manufacturer for this type of installation or application. copy g p g C. Store materials in manner to properly protect from damage. use b owner. 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 1.4 APPROVED MANUFACTURERS Y p P P 9 Materials or equipment damaged by handling, weather, dirt or other9 q L. Protect existing plant material and other improvements and representatives of major subcontractors shall attend. Purpose review by Owner. cause will not be acceptable. in size and number to protect work. : V) A. Each Section includes a list of Manufacturers whose equipment scheduled to remain. If plant material designated to remain or not of this conference is to discuss project in detail, including C. Sepia m lars and electronic drawing files shall be brought B. Comply with fire insurance and goveming regulations. � P 9 P Y 9 9 D. Store materials to maintain site access as required. Store off P Y 9 9a o is acceptable as to manufacture, subject to conformance with the scheduled for removal is damaged during construction, replace scheduling of work, and to answer contractor questions. up-to-date at close of work eve Friday b a qualified q C. Provide fire extinguishers in Contractors vehicles and storage � -'' � 9 9 P P- every Y Y q sidewalks and protect landscape, roadways, and underground services. 9 9 Contract Documents. Prior to ordering or installing materials, with same species and size at no additional cost to Owner. 1.3 PROGRESS MEETINGS draftsperson. Provide minimum 2 up-to-date prints for review at areas. a P P P- P Protect materials and equipment furnished under the Contract. verify specified equipment will meet capacities, requirements, M. Contractor is responsible to notify'Underground Service Alert' A. Weekly or bi-weekly Progress Meetings may be held at Project each progress meeting. An additional print of record drawings 1.6 SUBSTITUTIONS AND PRODUCT OPTIONS , ` ._I Z 1.8 BARRIERS �+ space allocations, and is suitable for intended purpose. 1-800-227-2600 48 hours prior to any dig to locate underground site or other designated site at a time designated by the Owner. shall be available at Project Site. Information contained in the A. Products specified using proprietary name of a particular V 0 �-' 1.5 REFERENCE DATA utilities. Contractors key personnel and representatives of major record documents shall include, A. Provide barriers to prevent unauthorized entry to construction and but not to be limited to: Manufacturer or Vendor shall establish type, function, dimension, 1.9 ARCHITECTURAL FREEDOM subcontractors shall attend meetings with Owner, and Landscape Change Orders, Construction on-site storage areas and to protect existing facilities and adjacent 11 - A. Reference data made available is for information only, and 9 P 1. Modifications made by Addenda, g appearance, and quality desired. Other manufacturers products may Z N Architect. properties from damage from construction operations. a A. a group retains certain architectural freedoms normally enjoyed Change Directives and Owner Representative or other Consultants be accepted Owner will not assume responsibility for the Contractors provided sufficient information is submitted in a time frame � a by working with select bidders with respect to minor adjustments B. Notify subcontractors of their required attendance. These pp to allow Owner to determine that products proposed osed are equivalent to B. Barricades, Warring Signs and Lights: Comply with standards and code O,9 q Supplemental Instructions, which shall be transferred to the record 4� conclusions. p P P requirements for erection of barricades. Provide appropriate wamin si signs • made in the field duringconstruction. Bidders should recognize meetings will address progress of Work, issues regarding set of Contract Documents and Shop Drawings. q g i = � Z B. Maintain building and construction rides, lines, levels, �9 P g those named. � g g this as a practical evolution of the design implementation process, scheduling and/or problems that may have developed since to inform personnel and public of hazard being protected against. Provide p g p p 9 P Y P 2. Location of above and below grade irrigation and lighting B. Prior Approvals: Substitutions will be considered when written O � cc C/) roadway stationing, driveway locations and benchmarks and do previous meetin lighting, including flashing lights where needed. and as such should include anticipated costs in their bid proposal. P g• equipment, lines and fixtures dimensioned horizontally to request has been submitted to Owners Representative for approval. UJ S not remove any property line markers, monuments or data The followingdescriptions have been developed to provide more C. Verbal authorizations or acknowledgments b those resent are C. Provide protection for plant material designated to remain. Replace p p 9 Y P permanent points of reference and located vertically by indicating Each such request shall include information requested below. If """ � established by Owner. understandingas to extent and nature of field adjustments, which binding. depth of burial. Dimensions shall be accurate within 6 inches. plant material damaged by Contractor or others at Contractors expense, to F- 1 P Owners Representative approves any proposed substitution, such satisfaction of Owner or Landscape Architect. Q Z t 1.6 ARCHITECTURAL BARRIERS should be anticipated in order to successful) blend the design with D. Provide following information at each progress meeting: 3. Modifications made to accommodate field conditions. P Y 9 approval shall be set forth in a Change Order. D. Protect non-owned vehicular traffic, stored materials, site and structures 0, A.The owner desires that facilities and improvements constructed actual field conditions. In the event that a significant field change is 1. Updated as-built drawings, specifications and shop drawings. 4. Location of hardsca a and built structures including walls, - � P 9 9 P 9 C. Make written request for approval after award of Contract only if from damage. under this Contract meet or exceed the intent of applicable public required beyond the expected freedoms outlined, shall follow 2. Revised Task List including issues, inspections and approval sidewalks, paths and trails. g PP P Y P specified product is not available. Provide to Owner Representative a 1.9 FENCING law conceming prohibition of discrimination and that no individual Procedures outlined for obtaining change order compensation prior dates. 5. Location of trees, boxed and spaded shrubs including the minimum of 14 days prior to date Contractor is required to place an to implementation of services. 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 be discriminated against on the basis of disability in the full and P 9 rY ( PP ) order for the product. Request shall specifically state reason product is requested. B. Grading: summaries. 6. Revise Landscape Legend sheets to reflect final quantities, unavailable with evidence to substantiate the reason. Owner will 1.1g0 ENVIRONMENTAL PROTECTION .b equal enjoyment of goods, services, facilities, privileges, 4. Critical Path schedule updates.. A formalized process for grading procedures has been developed P replacements and any substitutions, or, attach final copy of Plant a rove or re ect substitution in writin I advantages, or accommodations of the completed Project. pp j g, and in such form as the Owner A. Operate temporary facilities and conduct construction b methods that based on direct input from grading and landscape contractors on 5. Other information as listed in these Specifications. Installation Summarychart to plans. p p ry Y � B. Designers and drafters of these Documents have intended to p g g p p directs. Substitutions will not be accepted if indicated or implied on comply with environmental regulations, and minimize the possibility that air, previously successful projects. The process is designed to 7. Clearly identify deviations from original designs by drawing a Shop Drawings or if acceptance will require substantial revision to incorporate Owners intentions. minimize grading subjectivity b implementing a review and END OF SECTION 01200 "cloud" around affected area and make sufficient notations. waterways and subsoil might be contaminated or polluted. Avoid use of 9 9 1 Y Y P 9 Contract Documents. A C. It is recognized that there may be products not incorporated into a tools and equipment, which produce harmful noise. Restrict use of noise approval process at specific stages of the grading operation. D. Owner will not certify pay request if as-built drawings are not D. Submit descriptive brochures, drawings, samples and other data making tools and equipment to designated hours and minimize complaints. these Documents that may more nearly meet the Owners desires While subjectivity of this operation cannot be completely current, and processing of pay request will not occur until as-built's necessary to provide direct comparison to specified materials after than those included. eliminated, it is intended to ensure positive communication and are updated and approved. B. Exercise controls to keep noise and dust to a minimum during Po P PP reviewing and determining that product meets specified requirements. construction. Traffic or construction areas shall be sprinkled with water or D. Owner hereby solicits those providing elements of this Project, direction at each significant stage, thereby reducing the chance for SECTION 01300 E. Prior to requesting walk-through for Substantial Completion, Submittals shall be well marked and identified as to types and kind of dust palliatives as required and in accordance with goveming agency I but at the time prior to submitting shop drawings, or sooner when misinterpretation. Architectural freedom is intended to permit SUBMITTALS perform walk-thru, complete and submit checklists for hardscape, items submitted for approval. Lack of sufficient information will be r q g g g Y reshaping of grade for aesthetic or functional purposes without 1.1 SUMMARY landscape, it i ation and landscape lighting to Owner. Do not requirements. appropriate, and without causing delay in the Project, to also P 9 9 P rP 9 P 9 9 ( cause for rejection. submit proposals for improving accessibility to physically or effecting soil import or export quantities or requiring re-mobilizing A. Refer to individual sections for specific requirements pertaining request walk-thru if work is not complete). E. In submitting a substitution, A.1. WATER CONTROL TRACT #: 28818 p p p g y p y y g Contractor makes the following A. Protect site from puddling or running water. Provide water barriers as equipment and labor. Provide 48 hours notice to Owners to each section. F. Owner will verify work has been completed and arrange re � mentally impaired persons. presentations: required to protect site from soil erosion and runoff into washes. Representative for review requests. Refer to Landscape 1.2 CONSTRUCTION SCHEDULE, TASK LIST, INVENTORY walk-through for Substantial Completion. 1. Proposed product is equal or superior in eve respect to item required PROTECTION OF INSTALLED WORK 1.7 DRAWINGS P P q P every P 10096 CD SET Specifications for specific information on grading process and CONTROL SHEETS G. Update and provide landscape as-built drawings to Owner for specified. A. Drawings such as irrigation plans, electrical and landscape p A. Protect installed Work and provide special protection where specified in � divisions of work, i.e. Infrastructure Grade, Initial Shaping and 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. 12/28/04 lighting plans, are essentially diagrammatic. Follow actual runs individual specification Sections. � CITY COMMENTS Contouring Grade, Restoration Grading and Finish Grading. Schedule in a form acceptable to Owner no later than 2 weeks Parts 2 &3 not used. 3. Coordinate installation of accepted substitution into work, making as close) as coordination with work of other trades will permit. B. Provide temporary and removable protection for installed products. ---- - ------ -- -----__-__ C.Y p (Path and Trail: after date of Agreement. Breakdown schedule by trade or END OF SECTION 01300 such changes as may be required for completion of work. Control activity in immediate work area to minimize damage. 01/04/05 a Exact routing of such improvements and locations of equipment Path and trail alignments have been designed to provide aesthetic material on a bar graph and show proposed target, critical and 4. Claims for additional costs related to substitution which consequently CVWD COMMENTS shall be govemed by site conditions, obstructions, and locations and functional circulation routes throughout the site. Minor actual completion dates for each Trade and activity of Work. SECTION 01400 h Protect finished paving from traffic, dart, wear, damage, or movement of - P Y become apparent will not be considered. heavy objects with durable sheet materials. of other utilities as approved by Owner's Representative. adjustments in proposed alignment of paths and trails should be Submit 3 copies of updated schedule at each progress meeting QUALITY CONTROL 5. Cost includes related costs under the Contract, separate contracts D. Prohibit traffic in proposed landscaped areas. Use lath stakes and1-1-1- ------- ------- ------- B. In event discrepancies arise over dimensions, product anticipated to preserve existing vegetation or improve routing and at each Pay Request for review and approval by Owner 1.1 SUMMARY and Owner redesign costs. aesthetically or functional) Stake centerline of paths and trails Re resentative. A. Materials fumished and work erformed under Contract are caution tape or approved flagging to protect newly planted areas. references, omissions, or written statements, bring to Owners y y p P P END OF SECTION 01400 1.13 SECURITY -- ----_.-- ----- -- ..-_-._- o prior to construction and reasonably follow original plan alignment B. Submit completed construction and material delivery schedules subject to review by Owner Representative and Landscape attention immediately with a Request for Clarification. and respect intended points of connection. Work will be paid by to Owners Representative no later than two weeks after date of Architect. Comply and strictly adhere to intent of drawings and A. Provide security and facilities to protect Work and existing facilities, and C. Products, materials, and labor installed or performed without Owners operations from unauthorized entry, vandalism or theft. - -------- - -------.------ 2 actual square footage quantities; therefore, architectural freedoms agreement. Identify specific lighting, Site fumishings, irrigation, specifications with regard to quality of materials, workmanship, and O DESIGN 0 proper clarification or prior approval shall be the Contractors sole for adjusting path and trail alignments should not impact the B. At Contractors discretion, provide and pay for watchman service for DEVELOPMENT 1 g P 9 P plants or other materials or equipment which long lead-time in diligent execution of Contract. Review may include mill, plant, _-___ ____ _-___ -__ ----__._-- responsibility and shall be removed, repaired, replaced, and/or Contractor. procurement is anticipated and is critical to progress of work. shop, or field review as deemed necessary. adequate protection. CONSTRUCTION reinstalled in accordance with Owners direction at no additional 1.14 PROGRESS CLEANING DOCUMENTS Indicate projected dates for submittal, order, delivery and B. Scope of Work: _- ----_-_-___- _ cost to Owner. installation of such material. Prepare a list for review at weekly 1. Work executed in absence of prescribed inspections may A. Maintain areas free of waste materials, debris, and rubbish. Maintain BID/PRICING meeting of completed tasks (previous week outlining require removal and replacement under theproper ins inspection, and site in a clean and orderly condition. Remove daily waste materials, PACKAGE � progress 9 P (P ) 9 q P Pe __ __ _ -____ .____-__ ._-_..._---____-- debris, and rubbish from site and dispose off-site. Do not allow to CONSTRUCTION tasks to be completed (for current week), upcoming tasks (next entire cost borne by Contractor, regardless of whether work 0 ISSUE o accumulate. Locate dumpsters subject to approval by Owner. - -------ISSUE ------- ---------- S week) . Make special note of upcoming or outstanding issues, removed is found to be defective or not. END OF SECTION 01500 December 6 2004 inspections and approval dates. Provide updated inventory control 2. Testing, inspection, or other related services shall be performed ----# _ __ -____ __- ------ -___-- ________ data of salvage planted materials for review at progress meeting. by an independent consultant, testing laboratory or services - . a.. Record installation of plants by species on a daily basis. selected by and paid for by Owner. ( i42 --- ----- ------ ------- ----------. 1 1.3 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES 3. Fumish labor necessary to obtain and handle testing samples at I * MS A. Shop Drawings: site or at source of material. 1. Following Contractors review and approval, submit three to 4.All agency inspections to be coordinated and scheduled by r ! 204139.00 owner for review. contractor. - T °° 2. Owner Representative will review drawings, affix stamp - —— ; DIVISION 1 I indicating findings of review and return to contractor. 3. Comments, if any, will be noted directly on prints. If indicated to GENERAL be corrected and resubmitted, correct and resubmit as outlined SPECIFICATIONS 5 above. .S .; L701 i F ECTION 01700 1.7 OWNER'S OPERATIONS AND MAINTENANCE MANUAL C. Infrastructure Grade: Establishes the framework for start of initial PART 3 EXECUTION 2. Fine grade where required and in accordance with Drawings and ONTRACT CLOSEOUT A. Prior to final payment, submit 2 hard-back loose-leaf binders, suitably sham and contoudn work described in this Section, b establishing 3.1 PREPARATION Owner direction. Grading for concrete paths and sidewalks shall be ~ PY Y P• 9 9 Y 9 9 1 SUMMARY typed, indexed and labeled for ready reference. Submittals shall utilize initial site work cuts and fills as staked per Project Engineer's Drawings. A. Verify survey data. Stake work and verify location and elevation. within 0.50' of final elevations. Grade for soft trails to within 0.10' ,Refer to Construction Submittal Schedule and Checklist for overall format as indicated in Owner's Operations and Maintenance Manual The Infrastructure Grade is intended to eliminate need to import or export Carefully maintain benchmarks, monuments, and other reference points. inches of final elevations quencing of contract closeout requirements and procedures. Table of Contents and include the following: dirt beyond the specific parcel boundary after infrastructure improvements If disturbed or destroyed, notify Owner immediately and replace as a. Public paths and trails: Maximum gradient on public paths shall be 5 2 FINAL CLEANING 1 . List of Subcontractors by trade, indicating names s company ,' are complete. directed. %, and 12% on public trails. Construct public trails with a '/2" crown on A. Broom clean exterior paved surfaces. Rake clean other surfaces of the addresses and telephone numbers. D. Shaping and Contouring: The refined infrastructure grade typically B. Contact Focal utility companies to verify locations of existing utilities graded slopes of less than 3% per City standards. grounds. 2. List of major suppliers indicating materials and/or equipment supplied, within 0.10' of finish grade. Shaping and contouring shall include prior to grading or excavating. b. Sidewalks: Sidewalks should be maximum 5 % gradient whenever a group® B. Hose down and scrub walls, paving surfaces dirtied as a result of company's names, addresses and telephone numbers. 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 feasible. Landscape Architecture construction work or as directed by Owner. 3. Affidavit from general and subcontractors on use of asbestos free alignment, or utility pad as defined by Owner and Drawings. Shaping will and immediately notify the Owner should conflicts arise. Obtain approval c. Immediately advise Owner in writing where sidewalks, paths or trails Environmental Design C. Clean exterior surfaces of equipment and vacuum clean interior of electrical materials. incorporate natural ridges and depressions from the adjacent (typically for any deviation to these standards, in writing, prior to construction. exceed slope requirements. enclosures to remove construction debris and dust. 4. Seed Certifications. undisturbed landscape through the improved landscape area and will Failure to properly obtains specified approvals shall be cause for removal 3. Prior to installation, Owner will review and approve alignments for .: ) P 9 P P P P Y P PP PP g P P 9 j plantings P P 9 9 pre-grade 1� � `` h D. Remove from site construction waste, unused materials, excess earth, forms 5. Certificate of inspections for backflow reventor and service entrance. establish the basic grade needed to ensure that major lantin sand and replacement of work at Contractor's sole expense. conformance to drawings design intent as defined in the ,� �,�� 4, G�� -: �• and debris resulting from work. 6. Warranty information on materials, equipment and systems supplied, irrigation components are installed at correct grade. 3.2 SUBGRADE site walk. 1.3 WALK-THROUGH FOR SUBSTANTIAL COMPLETION including irri ation controllers cluster control unit, valves, heads, flow E. Grade Restoration: Return of grade at various stages of landscape A. Prepare sub grade to proper elevation and compaction levels to receive 4. Confirm path, trail and sidewalk crowns cross -slope and maximum � 9 • 9 � 9 9 P P 9 P P P P P .� Re e� A. Arrange for Landscape Architect, Irrigation Consultant or Lighting sensor and transmitter, backflow preventor, Wye strainer, pressure installation process to the "accepted" condition. Grade restoration under-slab fill. longitudinal gradients do not exceed City and ADA requirements, and Consultant's presence a minimum of 48 hours in advance of walk-through. regulator, quick couplers, emitters, service entrance section, low voltage operation shall ensure that plants are installed at the correct grade. B. Grade as required to bring entire site to underside of respective that no condition will allow standing water to collect. `,= q 9 P Submit dated and signed irrigation, landscape and lighting checklists to the transformer and fixtures, and plant material) F. Finished Grade: Final grade elevation within .10' of elevations as surfacing as determined by finished grade, or as directed by Owner. 5. Prepare sub-grade to required compaction levels and ensure 817 North Central Avenue Owner's Representative for verification prior to each walk-through. 7. Letter of Warranty / Guarantee of workmanship. depicted on Drawings or established during Shaping and Contouring 3.3 EXCAVATION positive drainage can be achieved. Phoenix,Arizona 85004 B. Provide complete set of landscape as-builts for use during landscape 8. Controller station assignment schedule. operation. Grading shall reflect finished conditions. No ruts, trenching A. Excavate footings to provide vertical walls and square comers. Keep 3.6 GRADE RESTORATION: ph 602.462.9000 fax ' .n walk-through. 9. Lighting controller assignment schedule. lines, sharp transitions should be apparent. Grade lines should be entire excavation free from loose material. Conform to dimensions and A. Upon acceptance of initial shaping and contouring, begin grade 602.462.9001 C. Grading and shaping to be executed, reviewed and approved incrementally 10. List of spare parts, extra materials and tools supplied and accepted smooth, continuous and indistinguishable from natural grades. Remove elevations indicated with allowances for erection of forms, shoring, restoration and finish grading. Maintain and restore shaping work at H o u s T o N prior to and during landscape installation. Contractor to verify in presense of by Owner. construction materials, landscape debris, litter, labels, stakes and tags waterproofing, and inspection of footings. each significant stage of the landscape process to eliminate or blend T Y N E R owner that grading is complete and no drainage or erosion problems exist. 11. Maintenance instructions including a written list of required and from site and dispose of properly to render site in a finished appearance. B. Bottom of wall elevations and footing requirements indicated on the excess spoils within construction site. Ensure character of accepted D. Landscape materials and systems shall be completely installed for review, at suggested maintenance for mechanical, plumbing, electrical or other Finish grade must be established and approved dor to placement of Drawings area approximate. Assume full responsibility for confirming grade has been maintained. Grade restorations are required at the 9 PP P P 9 PP P Y 9 q Architecture time of walk-through. equipment or features in the project. Each item shall contain a brief plantings. actual construction elevations and requirements to complete the Work as following stages of landscape construction: Interior Design E. Verify trees, saguaros and ocotillos are planted plumb and are in good description of maintenance required and recommended time frame or 1.3 DESIGN REQUIREMENTS intended based on field conditions. Confirm requirements prior to 1. After mainline installation and prior to installation of major plants. health. Document and monitor throughout warranty maintenance period any period for maintenance. Shut off valves must be clearly marked on A. Proposed grading is based on unverified site conditions and is subject construction. Notify Owner immediately should discrepancies between 2. After installation of major plants and prior to installation of spades or 13444 tree, saguaro or ocotillo whose viability is questionable. as-built drawings. to field review and adjustment. Intent of these Documents is to blend Drawings and field conditions arise. boxed shrubs and laterals. Bali Way F. Owner to verify plant installation concurs with as-builts. Missing or deceased 12. Operating instructions including complete operating sequence, control transition from constructed elements into the natural setting of the site. C. Shore and brace excavations as necessary required uired to p revent 4. Prior to placement of small plants. Marina FAX 310 plants are to be flagged or marked with paint for replacement as directed. diagrams, description of method of operating machinery, machine serial Grading shall emulate natural character of adjacent desert landscape to cave-ins. q The grade restoration is the most significant and shall result in a Del Rey 827 5310 G. Review tree limbs for interference with safe pedestrian or vehicular passage numbers, factory order numbers, parts and part numbers, tests, create a finished condition, which appears natural. As such, Drawings D. If excavation is carried below depth indicated, backfilling will not be complete restoration of the initial shape (to within .10'). Remove; blend California 90292 827-5009009 o and visibility of street signage and site triangle. instruction books, and parts lists shall be complete in every respect, shall be used only as a guideline when completing work of this section. permitted. Increase footing depth as required without extra spoils into landscape or remove from site; water settle and compact H. Verify turf and turf edge installation is complete and acceptable. showing parts. Review existing site conditions with Owner and advise of any proposed compensation. trenches; blend constructed landscape edges into undisturbed areas; I. Owner to verify irrigation equipment is properly installed and functioning. 1.8 SPARE PARTS AND MAINTENANCE MATERIALS deviations from Drawings prior to start of work. E. Stockpile excess excavated material on site in designated areas or as set and backfill valve boxes and remove construction debris. During walk-through, operate irrigation zones and adjust turf spray heads, A. Deliver spare parts, tools, extra stock of material and similar physical 1.4 QUALITY ASSURANCE 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 �-+ Cd heights of emitters and add or delete emitters in over watered areas as items required by individual specification sections to Owner. Obtain A. Assign one key individual (Superintendent or Foreman) to remain sole other areas designated for protection. phase of work. However, if Owner determines that grade restoration '� - g directed. signed receipts from Owner for items. contact responsible for grading operations throughout duration of project. F. Protect utility services uncovered by excavation. Notify Owner was not performed to satisfaction at time of review for staking or plant Q N 4-4 J. Paths, sidewalks, trails and ramps to be complete and installed per the B. Change over construction locks to permanent keying system as Provide Owner with assurance that this individual remain available and immediately if conflicts arise. layout, work shall not proceed until deficiencies have been corrected. A �O IS landscape/civil drawings. required. Deliver required number of keys to Owner. accountable for any grading or restoration processes. G. Dewatedng: Provide and maintain during construction, ample means 3.7 FINISH GRADING •r+ K. Verify site walls and slope retention installations are complete and per the 1 .9 WARRANTIES / GUARANTEES B. Regulatory Requirements: Comply with applicable Federal, State and and devices with which to promptly remove and properly dispose of water A. Upon completion of small planting and irrigation work, restore site to 4"4 landscape/civil drawing. A. Provide duplicate, notarized copies of warranties or guarantees local ordinances. from any source entering structural excavation, pipe trenches, or other a finished condition. Finish grading shall include restoration of initial U L. Owner and/or manufactures representative to verify that landscape lighting required by individual specification sections. C. Staking: Provide necessary surveying, layout and staking for excavations. Protect subgrades and foundation soils from softening and shaping work to eliminate high, low or flat spots and ruts, trench fixtures and appurtenances are correctly installed, have power and appropriate B. Date of commencement of warranties and/or guarantees shall be date landscape grading. damage by rain or water accumulation. settling, general raking, debris removal and cleanup. Carefully blend lamps and are properly directed. of Final Acceptance. D. Tolerances: Sub-grades and finished grades for unsurfaced areas H. Material Storage: Stockpile satisfactory excess excavated material constructed grades to provide a smooth transition into natural grade. g M. Owner shall generate punch lists related to each of the three walk-throughs. may vary within a tolerance on one-tenth of a foot from finished grade away from edge of excavations and where directed until required for Finish grades will be reviewed and approved by Owner in conjunction -+ Each list shall contain specific items to be corrected and verified prior to the PART 2 PRODUCTS - Not Used elevations shown on Drawings or established in field. Tolerance for backfill or fill. Place, grade and shape stockpiles for proper drainage. with the walk-through for substantial completion. a final acceptance walk-throughs.p g paved areas shall conform to MAG specifications. Legally dispose of waste materials off-site. 3.8 BACKFILLING � ._,J z � N. Owner shall record the dates of walk-throughs using the Final Acceptance PART 3 EXECUTION 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 v O Sheet Ref. schedule.. 3.1 SCHEDULES 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. _ r 0 1.4 WALK-THROUGH FOR FINAL ACCEPTANCE A. Refer to final acceptance schedule attached herein for sequence of requirements. initiation of landscape construction operations: B. Place backfill, compact and re grade as required. , - A. Arrange final acceptance walkthrough two weeks prior to end of walkthroughs required for final acceptance. 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 a maintenance period. Owners Operations & Maintenance manual must be specified. slopes for proposed improvements. These slopes will be staked in the 1. Irrigation - see Section 02810, Part 3 z submitted and approved by the Owner before final acceptance walk-throughs 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 O are scheduled. Record below the date of walk-throughs for landscape, irrigation and A. Soils Report: clearing. Top or toe of slope will be adjusted as needed to save existing 3.9 COMPACTION° B. Arrange for owner's presence a minimum 48 hours in advance of lighting. 1. If available, is provided by Owner to Contractor for information only and vegetation in place and to vary side slope grades for visual quality. Stake A. Unless otherwise specified in Structural Engineers requirements or v W � walk-through for irri ation final acceptance. Veri Items on list from substantial The Contractor will be responsible for coordinating walk-throughs, p p gReport, p g p <,',g g p fy ' p g g used at Contractor sole discretion. and ro a final slo a limits to miti ate encroachment into undisturbed Soils com act to the followin maximum densities at o timum z completion walk-through have been completed and system is fully operational. recording dates and securing approval signatures from each reviewer/ 2. Owner does not guarantee accuracy of report or continuity of soil areas as directed by Owner prior to start of work. moisture content in accordance with ASTM D698: _ C. Generate a list of specific Irrigation items to be corrected. Completion of the owner. conditions indicated at boring locations. 3.5 INITIAL SHAPING AND CONTOURING: 1. Backfill or fill under walkway slabs or footings: 90 percent punch list will be reviewed at landscape final acceptance walk thru. 3. Soils Report requirements supersede requirements specified herein. Verify following scope of work is completed prior to start of landscaping: 2. Backfill or fill under structural slabs or structures: 95 percent D. Arrange for owner's presence a minimum of 48 hours in advance of PROJECT / PARCEL: Notify Owner immediately should discrepancies arise. A. Prior to start of shaping and pre-grade site walk, identify and mark 3.10 FIELD QUALITY CONTROL walk-through for landscape final acceptance. Verify completion of irrigation B. Existing Conditions: Bidders are expected to visit site to form their own 50-foot stations along the roadway and establish other applicable A. Grading process requires several reviews with Owner. Verify punch list and landscape maintenance has been performed satisfactorily. A. Irrigation walk-through for substantial completion conclusions as to character of work. reference points including lot comers, property boundaries, site distance grading intent and obtain approval at each phase as required. E. Health of plant material will be reviewed including trees and shrubs identified Date: B 1 . Footing elevations vary. Refer to typical wall construction details and Mangles and easements. B. Provide one field density test of under-slab fill for eve 2,000 $ P 9 Y� 9 rY- tYP 9 tY every as in poor or fair condition at time of substantial completion. Replacement B. Lighting walk-through for substantial completion grading plans to determine excavation and construction requirements. 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. materials will also be reviewed. and fixture adjustment Date: I By: 2. Existing grades are based on information from Project Engineer's shaping and contouring requirements and identify areas requiring special 3.11 PROTECTION F. Verify desert pavement and seeding is complete and acceptable. C. Verification of lighting punch list Date: Drawings. Verify existing grades for accuracy prior to start of grading and treatment. A. Protect newly graded areas from traffic and erosion; keep areas G. Rework items deemed unacceptable to satisfaction of owner. By: notify Owner immediately should conflicts arise. C. Mark approximate centerline of proposed sidewalks, trails and paths. free of trash and debris. Repair and establish grades in any areas t H. If after walk-through for final acceptance, items have not been properly D. Landscape walk-through for substantial completion C. Environmental Requirements: Place, spread or roll fill materials during D. During initial shaping and contouring establish path and sidewalk settled, rutted or eroded. adjusted, reworked, or replaced as indicated on list of incomplete items from Date: By: favorable weather conditions. When work is interrupted by rain, do not alignment and grade within .50' as defined by drawings and bring B. Maintain and protect existing utilities remaining which pass through substantial walk-through, Contractor will be charged for subsequent E. Start of ninety-day landscape maintenance period resume fill operations until moisture content and density of previously landscape grade to within 0.10' as directed in pre-grade site walk. work area. walk-throughs. Funds will be withheld from final payment and/or retainage to Date: By: placed fill meets specifications. E. Upon completion of initial shaping and contouring operation, notify C. Perform excavation work near utilities by hand. Provide necessary TRACT #: 28818 12 conduct and document further walk-throughs as deemed necessary to insure F. Verification of landscape and irrigation punch list 1 . Surface drainage: Provide and maintain positive surface drainage Owner to schedule a site walk for acceptance of work. Should site require protection as work progresses. compliance with contract documents. Date: By: during excavation. Prevent infiltration of water into utility or foundation additional refinement prior to acceptance, a second walk through will be D. Provide and maintain planking and protection for walks, curbs, 100% CD SET I. A Letter of Final Acceptance for landscape and irrigation work will be issued G. Irrigation walk-through for final acceptance excavations from whatever sources exist. scheduled to review corrected areas prior to acceptance by Owner. drains, trees, boxing around comers of structures, and walls to prevent 12/28/04 upon verification of any outstanding punch list items and receipt of corrected (two weeks prior to end of maintenance period) 2. Dust control: Comply with requirements of governing authorities. Use F. Construct landforms to generally match depressions and ridges of damage by trucking, grading, and other operations. CITY COMMENTS landscape and irrigation as-built m lars and associated digital files. Guarantee Date: By: whatever means necessary to control dust on and near the work, off-site existing topography. To s of slo a shall be rounded. Feature toes and E. Barricade open excavations and post warning lights and comply - - - - - P 9 Y 9 _ rY 9P P P P 9 9 01/04/05 period will commence as of date of Letter of Final Acceptance. H. End of ninety-day landscape maintenance period borrow, storage and spoil areas. edges of slopes to blend into natural grade. Emulate the natural character with governing agency public safety requirements. CVWD COMMENTS J. Lighting Consultant upon verification of punch list items and receipt of final Date: By: 1 .6 PROTECTION of site by mimicking existing ridges, highpoints, depressions, rivulets, and F. Keep adjacent streets and drives clean of dirt created by landscape lighting as-built drawings will issue a separate Letter of Final Acceptance. 1. Landscape walk-through for final acceptance and A. Protect and maintain benchmarks, monuments, roadway stationing other natural features which are not depicted on Drawings. Remove or grading operations. _ _ __ ________ ________ K. Upon completion of walk-throughs for final acceptance afterward, Owner verification of irrigation punch list Date: By: and other reference points. If disturbed or destroyed, replace at 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. A shall obtain signed approvals from all reviewers on the Final Acceptance Sheet. J. Verification of landscape punch list Date: By: Contractor's expense. construction so that improvements will transition with natural topography. H. Leave paving surfaces in broom clean condition. - - -- --- Owner shall also record dates of walks-throu hs and indicate start and finish K. Final acceptance - start of warranty period B. Protect existing structures fences roads sidewalks paving and curbs Create grades in broken lanes where appropriate) rather than in END OF SECTION 02201 A 9 P tY p 9 > P 9 9 P ( ____ dates of guarantee eriod. Date: B from damage caused b settlement, lateral movement undermining, continuous "engineered" planes which appear unnatural. 0 D-ESIGN g p - Y= 9 Y � 9� 1.5 UNCORRECTABLE WORK L. End of landscape guarantee period Date: By: washout, and other hazards created by earthwork operations. G. The initial shaping and contouring operation should not require import DEVELOPMENT A. Should Owner determine it is not practical or possible to correct Work �' IC� ��� ��NORK C. Protect above or below grade utilities to remain. or export of soil from areas beyond project boundaries. Intent of this CONSTRUCTION damaged or improperly executed, an equitable deduction from Contract Sum D. Protect existing trees and vegetation to remain. Temporary fencing phase of work Is to shape existing soil to create desired contouring. DOCUMENTS PART 1 GENERAL BID/PRICING will be made at sole discretion of Owner. may be required around some plants if directed by Owner to ensure H. Establish grades to drain water away from structures and walls PACKAGE 1.1 SUMMARY -- --- b 1.6 PROJECT RECORD DOCUMENTS protection during construction. Work shall not extend beyond the providing positive drainage to inlets and from outlets. When drainage is 0 CONSTRUCTION o A. Within 1 week of date of Substantial Completion, submit two copies of A. Section Includes: established limits of disturbance. difficult to achieve, notify the Owner and request a solution before �; j IssuE_ --------- Owners Operations and Maintenance Manuals to Owner for approval. 1. Trenching, excavation, backfilling and compaction. E. Repair and restore damaged site features equal to original condition continuing. December 6, 2004 B. Prior to final acceptance, submit for approval two complete sets of signed and backfilling. and to satisfaction of the Owner. I. Grading for Sidewalk, Trail and Path alignment procedures: 2. Excavation and grading for site paving, footings and walks. LM � and dated record documents including sepia mylars, shop drawings, annotated . ri F. Provide erosion control measures to prevent displacement of soils and 1. Prior to start of initial shaping and contouring phase, mark proposed 3. Initial Shaping and Contoung specifications, substantial completion checklists and completed punch lists. discharge of soil-bearing water runoff or airborne dust to adjacent centerline of paths, trails and sidewalks within project area. Stake 4**** Ms Provide 1 copy of landscape and irrigation electronic as-built drawings. 4. Restoration Grading properties. centerline offsets of proposed sidewalks, trails and paths, indicating cuts 5. Finish grading and fills as necessa to assure imp rovements will meet slope and 20413900 B. Provide labor, equipment, materials and incidentals necessary ry p p PART 2 PRODUCTS gradient requirements or other criteria established in drawings, details $ for construction. 2.1 MATERIALS and specifications. Review staking with Owner prior to commencement of DIVISION 1-2 1.2 DEFINITIONS A. Backfill: Import and excavated material from site must be free of work. A. Native or Natural Soils: Undisturbed soils present at site in their debris or vegetation and comply with applicable structural requirements GENERAL SPEC. natural state or conditions. Materials which are essentially free of and specific requirements within other Sections. SITE WORK vegetation or organic matter and do not include trash or other g deleterious materials. B. Existing Fill Soils: Materials present at site that have been disturbed, possibly transported, and are not in their natural L7 , 2 undisturbed state. 7. WARRANTY k....: 2.63 Unless otherwise specified, provide 24 or 40 station controllers with capability of being programmed to MARRIOTT SHADOW RIDGE P P tY 9 P 9 7.1 . Guarantee complete coverage of areas shown on drawings to be irrigated. Guarantee satisfactory operation of IRRIGATION SYSTEM SPECIFICATIONS operate for one to 99 minutes in one minute increments or .1 to 9.9 hours inprograms for each station with 3 P entire system, and workmanship and restoration of the area. Guarantee system to be complete in every detail for automatic starts per day for each. Assign each station to the assigned appropriate programs. Controller shall have a period of one year from the date of acceptance. Contractor hereby agrees to repay or replace any such defects 1. SCOPE 14-day programming flexibility for each days starts. During operation controller shall provide a monitoring readout 2 occurring within warranty period without expense to Owner. indicating station in operation and time remaining. ..... 1.1 Furnish labor, materials, tools, equipment and services necessary for execution and completion of irrigation 2.64 Install controller with factory preset backup program for standby operation in event of program loss, and IRRIGATION CALCULATION IRRIGATION CALCULATIONS CVWD F. system work as located on drawings and described in specifications and general conditions. rechargeable battery backup to maintain program during a power loss. CITY OF PALM DESERT a 1"UU P 1.2 System shall efficiently and uniformly irrigate planted areas and perform as required by Contract Documents. 2 The Shadow Ridge Sales Path project site includes 28,443 total square feet of Landscape Architecture 3 2.65 Controller capable of daily and seasonal operation time changes utilizing evapotranspiration rate provided by Environmental Design 8 existing weather station at the adjacent golf course. Contact Golf Course Superintendent on a regular basis to landscaping: 1.3 Do not perform irrigation work until proper grade and soil preparation is complete, and approved by Owner and *5,423 square feet of warm season turf grass overseeded with rye grass in f� Architect. obtain the data. Program and operate system based upon data for efficient water use and conservation. winter, irrigated with pop-up sprinklers. Demonstrate use of data in programming controller to Owner during progress of the work and at final inspection. *8,057 square feet of low-water use plantings on drip irrigation. 1.4 Stake location of sprinklers, valves, piping and principal fittings. Record additions, deletions or changes in pp *14,733 square feet of moderate-water use shrubs and ground covers, drip. 2.66 Install and mount controller in a manner approved by manufacturer in location determined by Architect. Install Maximum Allowance equipment locations on a copy of the working plan. Provide as built Construction Record Drawings at completion of Mi Water All *230 square feet of high-water use shrubs and ground covers, on drip. �t \ �e , i Q. work. lightning arrestors properly grounded at each controller. Contractor will insure that controller is properly *We will not repeat the formula or explanations of the conversion factors etc. programmed for this particular job. Paint controller a color to match adjacent surface. Mask out manufacturer inputzone 4 .f p p identification and product information plates prior to lantin which are listed in Appendix B of the Coachella Valley Water District data: 1.5 Provide excavation for proper installation of work. Use mechanical trench diggers that cut smooth bottom P p p planting. 817 North Central Avenue Square Footage Calculations Phoenix,Arizona 85004 trenches of uniform slopes, and no wider than necessary to lay pipe. SEE EXCAVATING AND GRADING, FILL I. ESTIMATED WATER USE: (Zone 4) ph i5o2.4i52.9000 fax AND BACKFILL SPECIFICATIONS for compliance. 3. ELECTRICAL CONNECTION i Tree&Shrub Square foot 23020 A. Overseeded Warm Season Turf Grass: 602.462.9001 3.1 Coordinate location of electrical junction box and power source with other trades. Hardwire controllers in either Turf Square foot 5423 Total Square foot Cobk�tBoAer 0 Spring: (20.64) (.68) (5,423) (.62) / 748 / .75 = 84.11 CCF 1.6 Provide maintenance of traffic and safety, and security system to protect the work and prevent undue hazard flexible Or rigid conduit to the junction box. Total WatPrfeature square footage o 57.3 .56 5 423 (.62 / 748 / .75 = 192.3 CCF H o u s T o N Summer: to the public. Total Landscape Square foot 28443 (57.3) ( ) ( ' ) ` ) T Y N E R 4. IRRIGATION EMITTER SYSTEM zone No. Eto Water Adj Tots, Conversion Factors Total- Fall/Winter: (16.0) (.60) (5,423) (.62)/ 748 / .75 = 57.54 CCF Total Turf EWU - 333.95 Hundred Cubic Feet 1.7 Provide sleeves other than those previouslyInstalled b others, if any. 4.1 Provide installation of emitters to include excavation and backfill; furnishing, installing and testing of risers, Factor Sq.ft. 062 748 MWA - Architecture Y Y fittings and emitters, and removal and/or restoration of existing improvements in accordance with the contract t _ -__ 5?.01 0.5 0 _0.62 748 0 9 9 P 2 66,82 0.5 0 o62 748 o Interior Design documents. 3a-- 75 0.5 0 0-62 748 0 B. Low-Water Use Planting: 1.8 Coordinate the work with other trades to prevent delay of planting and other operations. 3b ba 05 0 0.62 748 o Spring: (20.64) (.21) (8,057) (.62) / 748 / .90 = 32.16 CCF 13444 4 93.9 0 5 284a3 0.62 748 1106.881 4.2 Provide emitter assemblies, single or multi-outlet, at locations on drawings and in accordance with details. Summer: (57.3) (.33) (8,057) (.62)/ 748 / ,90 = 140.31 CCF Bali Way 1.9 Refer to grading plans to be fully acquainted with slopes and changes of grade on the project. Fall/Winter: (16.0) (.24) (8,057) (.62)/ 748 / .90 = 28.49 CCF Marina FAX 310 Total Number of plants 1122 Del Re 827-5292 5 2. MATERIALS AND WORKMANSHIP 4.3 Provide pressure-compensating continuous flushing emitters based on pressure cascade principal using a Number of plants b water use %of Total Landscape Square Footaag Total Low EWU = 200.96 Hundred Cubic Feet Y 1 Law 1 385 0343 7899.020 California 310 series of flexible orifices. 2 Low/Mod 253 0,225 5190.784 90292 827-5009 3'Mod 370 0.330 7591.265 C. Moderate Water Use Planting: ° 2.1 PIPE: ONLY LATERAL PIPE SHOWN OR NOTED SHALL BE INSTALLED IN THIS PROJECT. 4 Mod IHi 0 0.000 0.000 1 4.4 Provide emitter made of durable black, heat-resistant acetyl plastic material, resistant to temperature variation, 5 High 9 0008 184,652 Spring: (20.64) (.58) (14,733) (.62) / 748 / .75 = 194.92 CCF 6 Low Trees 12 0011 246.203 Summer: 57.3 58 (14,733) 62 / 748 / .75 541.13 CCF U 2.11 Install specified pipe in locations indicated. Parallel piping may be installed in same trench. Lay pipe ultra-violet radiation, smog (ozone), common liquid fertilizer and weed spray. The case shall completely 7 Low/Mod Trees _ 0 0 000 0.000 ( ) ( ) ( ) (' ) _ +J encompass the diaphragm, protecting it from potentially harmful environmental factors. 8 Mod Trees 93 0.083 1908,075 Fall/Winter: (16.0) (.58) (15 733) (.62) / 748 / .75 151.10 CCF •�i i..t � accuratelyto line and grade with full bearing on trench bottom. No pipe shall be laid on soft fill or other unstable '9 9 P P 9 Mod/Hi Tree 0 0.000 0.000 Total Moderate EWU = 887.15 Hundred Cubic Feet o material. No direct contact between other pipes or structures will be permitted at crossings. Clean pipe interior of 10 High Trees o 0 000 0.000 f� • handling Provide thrust blocking foreign matter before installation. Plug or cap ends after lowering into trench. , , 4.5 Emitter shall be capable of continuous, clog-free operation with 30 mesh (minimum)filtration, capable of being Total 1122 O 4„4 storage connections, cathodic protection as needed, coating, and expansion allowance for testing. Install PVC pipe y p 8 installed in any and maintain its given flow characteristics. Emitter shall be non-adjustable with flow D. High-Water �ater Use Planting: • C Q � with allowance for expansion. Flush pipelines thoroughly to remove regime maintained by a flexible orifice diaphragm. Spring: (20.64) (.90) (230) (.62) / 748 / .75 = 4.72 CCF �I .� p p p g y debris and foreign matter. Provide sand bedding in rocky areas 2" below and 4" above pipe. Refer to details. Plantitrrigation systemT ype, zone Irr.Eff. Area Seasonal Plant Factor: Summer: (57.3) (.90) ( 230) ( .62) / 748 / .75 0 = 13.11 CCF �1 0 4.6 Emitter shall function with system pressure range of 15 PSI minimum to 35 PSI maximum. Emitter flow Spray/Bub/Drip 4 0.9 7899 1 Low Shrub FallMinter: (16.0) (.90) (230) (.62) / 748 / .75 = 3.66 CCF M V Season TuhaiEto Plant Area Conversion Factors Estimated -h EWU 21.49 Hundred Cubic Feet 2.12 Inspect pipelines for operation and performance. Where piping is shown under paved areas parallel to variation shall not exceed 1.06 at 120 degrees F. or 1.07 at 150 degrees F. Emitter manufacturing variability shall Value Factor sq.ft. 0-52 746 Im.Eft water Use- Total High - planted areas, install in planted areas. not exceed .05. Spring m>�mer 57,29 o z 7899 02 o 62 748 o s 8135 � Faw-Winner 1S. 77 0.2 7899.02 D.62 748 0.9 23.24 E. Water Feature: il TOTAL 136.69 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; 85 square feet = .00195 ac x 6.5 ac-ft/yr x 43,560 = 5.52 CCF 2.13 Provide minimum depth cover at least 24" for PVC pressure main piping; and a minimum depth of 12"for 69� lateral discharge piping, or at a sufficient depth to accommodate valves and other equipment, and multi-outlet emitter capable of delivering the same quantities from each of 6 possible outlets. Ptantflrrigation System Type: Zane Irr.Eft. Area Seasonal Plant Factor, a pwhichever is greater. sparyft3ut,1t7rip 4 O.s 5190.784 2 LowfMod Shrub Project Total EWU = 1,449.07 Hundred Cubic Feet z If requested, carefully saw cut paving so that a neat and inconspicuous repair can be made. Drawings prevail if Season 7rinal Eto Plant Area conversion Factors Estimated J Z greater depth and coverage are indicated. 4.8 Emitter assemblies shall consist of emitter unit, 1/2 inch PVC, schedule 80, T.O.E. nipple and fittings required Value Factor sq , 0.62 748 Ira.Eff. water Use v O as shown in details. spring 20.09 0,35 5190 84 °SZ '48 o.s s4s2 II. MAXIMUM WATER ALLOWANCE: _ Summer 5'7.29 0,35 5190,784 os2 748 0.9 9686 2.2 SPRAY HEADS AND ROTARY SPRINKLERS Fall-Winter 16,97 0,351 5190,784 0s2 748 0.9 26.72 *Landscaped area of 26,343 square feet in Zone 4 of Palm Desert: L 4.9 Install single-outlet emitters at each TREE with its cap 1/4" to 1/2" above grade at each plant root zone. Do not ITOTAL 15720 MWA = (93.9) (0.80) (28,443) ( 0.62) / 748 = 1,771.01 Hundred Cubic Feet O a EA legend, pop-up yp vy-heavy-duty p ty use vinyl tubing. Mulch and decomposed granite shall cover emitter so it is not visible to vandals, nor protruding in 2.21 Per drawingle endtype, constructed of hea du plastic materials for durability. Include low • precipitation nozzles to promote water conservation, and install per details. Set spray heads and quick-coupler the course of maintenance. *: �--� Z € Plantilrrigation System Type: Zone Irc.'Eff. Area Seasonal Plant factor: CD cc valves plumb and level with established turf at locations indicated. 4.10 Install multi-outlet emitter assemblies with spaghetti tubing PER 6 SHRUBS per details. Install multi-outlet Plant/irrigation ation s stem Type: _Zone_ _ irr.Eff. Area Seasonal Plant Factor: Spray/BublOri 4 0.9 0.000 9 Mod/High Tree s W 'r Spray/Bub/Drip 4 F9 7691.266 3 o Season Zonal Eta Plant Area Conversion Factors Estimated v 2.22 If turf grass has not et been established, install on risers at grade level. When grass is established, raise or emitter 4 below finished grade, and vinyl tubing located to up to six (6) shrubs or ground cover plants. € season Tonal Eto plant Area Conversion Factors Estimated Value Factor -q.ft 062 748 Ins Eff Water Use 9 Y 9 9 Value Factor sq ft. 0.82 748 Irri.Eff. Water Use Spring 2069. 0,65 0 0.62 'fib 0. Q Z d lower heads to permanent positions flush with finished grade. These elevations are critical. Take care to set heads Spring _ 20.69 o 5 759 266 0.62 746 0.9 7233 Summer 57.29 0.65 ° 462 748 09 4.11 Furnish and install riser assembly complete including valve box, pressure regulator, and other appurtenances , Summer 57.29 0.5 7591,266 0.62 748 0.9 200.27 Fall-0riter 15.97 0,55 0 0.62 748 0 s n,' - at finished grade. Refer to details. Fall-Winter 15,97 0.5 7591.266 0.62 748 0.9 55.83 TOTAL 0.00 at locations designated and in accordance with the drawings. TOTAL 32842 2.3 QUICK-COUPLER VALVES Plantiirrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor. 4.12 Provide pressure regulator of reset type constructed of sturdy long-lasting plastic, with a protected vent hole __ PlanUlrrlgati lB System Typa: Zone Irr.Eff. Area Seasonal Plant Factor: Spra ZonaBubl Eto 4 0.9 O.on ,o High Tree •� P 9 P YP Y 9 9 P r SprdylBUb/Drip 4 0.9 t).600 d MOdlHigh Season 70R91 Eto Plant Area Conversion Factors Esamaled that enables the unit to breathe while shielding its inner chamber from contamination. Flow range shall be 6 to 300 Season zc,nal Eto Plant Area Conversion Factors Estimated Value Factor sq.ft, 062 746 Inn.Eff, Water Use 2.31 Install quick-coupler valves for washing walks, or supplemental irrigation. Two-piece bronze body style, with Value Factor sq.ft. 0.62 748 Irri Eff. water Use Spring 20 69 0.8 0 D82 746 0 s rubber cover. GPH, with outlet pressure of 30 PSI over a range of inlet pressure of 25 to 300 maximum PSI. Inlet and outlet sprng 20.69 0.65 a 0rt2 749 0.9 Summer 57.29 08 -�_._0 0s2 746 2- connections shall be 1-inch female NPT. Fan-Wi 57.29 0,65 a D.62 7418 0.9 Fall TOTAL 1597 0,8 e, 062 749 o.9 Few-Winter 15,87 0.65 0 osz 748 0.9 t TOTAL 0.00 2.32 Install quick-coupler valves on swing joint risers capable of remaining flexible to protect piping and allow TOTAL -- o.°° • adjustment of height to turf grade. Install pea gravel under quick-coupler valves for drainage and stability. Refer to 4.13 Provide round plastic valve box approximately 10 inch diameter by 10 inches deep and conform to ASTM test Total Tree And Shrub 721-90 details. method D-638, 790, 256, and 648. Box extensions shall be ten 10 inch diameter PVC pipe. Valve box lids shall be Plantlirrigation system Type: Zone Irr.Eff. Area Seasonal Plant Factor: Planttirrigation System Type- Zone Irr.Eff. Area Seasonal Plant Factor: imprinted "IRRIGATION CONTROL VALVE". Gravel sump shall be as indicated on drawings. spray/BubiDrip 4 0.9 -184,652 5 High spray/BubiiDrip 4 0.75 5423 11 Turf Season 7-nal Etc Plan; Area Estimated Season Zonal Eto Plant Area Conversion Factors Estimated 2.4 VALVES Value Factor sq.R 0.82 748 ri Eff. Water use Value Factor sq ft. 062 7$8 Irri.Eft. water Use 4.14 The "Y" Strainer for emitter detail assembly shall be constructed of plastic with 1-inch female IPT and strainer spring �0 69 0.3 184s524 062 748 0.9 2.81 Sony 20 s9 0 76 542 062 748 075 9424 Summer 57 29 0.8 184.6524 0.62 746 0.9 7,79 Summer 5729 0.6 5423 062 748 075 206 01 2.41 Electric remote control valves constructed of bronze or plastic materials, equipped with a flow control stem. mesh of 80 stainless steel. TOTA�er 15.97 08 184 6524 ors2 46 0 9 12 78 Fall ,5.97 0 7r; 5423 Rti2 74ft o 75 373.00 TRACT #: 28818 Mi Capable of manual or automatic operation, solenoid energized by 24 VAC electrical power valve and include a low 6 wattage feature. 5. CONDITIONS AND DAMAGE Total Turf 373.00 100% CD SET PtanVlrrigation System Type: Zone #rr.Ef#• Area Seasonal Plant Factor: 5.1 Prevent damage or repair the grounds, walks, roads, buildings, piping systems, or electrical systems caused by SpraylBubrDrip 4 0.9 246.203 6 Low Tree Plantilrrigation System Type Zone Irr.Eff. Area Seasonal Plant Factor: leaks or breaks in irrigation system during execution of the work. Repair damage to original condition as directed Season zrinal Eto Plant Area Conversion Factors Estimated Waterfeature 4 0.75 85 12 Moving 12/28/04 2.42 Connect electric valves directly to main line in plumb position with sufficient clearance for service, repairs and Value Factor sq ft 0.52 748 Irri.Eft. Water Use Season Zonal Eto Plant Area conversion Factors Estimated 1 CITY COMMENTS operation. Install remote control valve in a valve box. Position valve box centered over valve to accomodate by and in a manner satisfactory to Owner. Spring �0 69 0 2 z46 z0sz 0.62 748 0 9 0.94 Value Factor sq ft 062 749 rr Eft. Water Use service and repairs. Install valve boxes on 3 of ea ravel reasonably free from dirt and debris. Install only one Fall-Wi 1 -57?s 02 246.2032 D.62 748 0.9 0.72 summer 5T29 1-2 8t; 062 748 0,D.75 2-33 CVWD 5 • P �� P 9 Y Y �w-Winter 15 97 02 2462032 0.652 748 0.9 0.72 Summer 57.29 1.2 SS 062 748 0.75 6,46 6. TESTING, INSTRUCTIONS AND DRAWINGS TOTAL 4.26 Fall-Winter 15.97 1.2 8" 0.62 748 0,75 1.80 Z CVWD COMMENTS .- valve in each box, unless otherwise specified. Centrally locate valves for each station per drawings. Connect 6.1 Give 48 hours advance notice of testing and perform tests in Owner's presence if directed. TOTAL doss valves to automatic controllers in operating sequence per the drawings unless changes are approved by Owner in Planttlrrigation System Type: Zone irr.Eff. Area Seasonal Plant Factor; Spray�Bub/Drip 4 0.9 0.000 7 Low i Mod Tree Total Waterfeature 10,59 -___ ___ ________ ___._____ ________._._ .� writing. Adjust valves for proper operation as required by the Manufacturer for specified performance. 6.2 Owner will furnish water for testing, flushing and cleaning of lines. Provide piping, pumping or other means of Season zonal Etc I Plant Area Conversion Factors Estimated Q uarua Factor sq.H 0.62 748 Irri Err. water Use Total Estimated Water Use 1105.49 transport of water from point of supply to point of need and tie into system lines as required. Provide equipment for Spring 2069. 0.35 0 062 746 0,9 - 2.43 Gate valves shall be cast iron bodyconstruction for rubber-ring or bronze construction for solvent weld p pp y y q - 9 testin summer 57.29 035 o 0.62 746 0,9 g piping with a non-rising stem, equipped with 2" square nut handle or bronze cross Or cast iron wheel handle. g Fall-Winner 1 15.97 0.35 0 062 746 0.9 TOTAL 0.001 DESIGN 6.3 Test pressure piping to not less than normal line pressure for not less than one hour, to satisfaction of Owner. 0 DEVELOPMENT 2.5 WIRE alantllrrigaflon System Type: Zone Irr.Eff. Area Seasonal Plant Factor, i " `i -- -- -- CONSTRUCTION Spra /BubiOrip 4 0.9 1908.075 8 Mod Tree DOCUMENTS Season r one{Eto Plant Area Conversion Factors Estimated 6.4 Test heads valves and controller for operation and performance. Provide records of test dates and results to i 2.51 Control wire specifically designed for direct burial use. Sizes in accordance with minimum recommended by Value Factor sq.ft. 0.62 746 Ini.Eff. water Use BID/PRICING Owner. Make necessary adjustments to equipment and system required to assure efficient operation. Demonstrate Spring 20. 9 05 1908-075 0.62 748 0.9 18.18 ' PACKAGE controller Manufacturer. Leave 24" mimimum loop at each valve, splice, change in direction, every 500 feet of Summer -1 57:29 0.5 1908,075 oe2 746 0.9 50.34 ! - - - ----- - ----- �, straight run, and at each controller for expansion and/or servicing. operation of system to Owner through a complete cycle before maintenance period can begin and during final Fall-Winter } 15.97 0 5 1908,075 062 748 0.9 14.03 CONSTRUCTION ISSUE o inspection when project is turned over to Owner. TOTAL T B2.55 j _ __ _.__------- December 2.52 Place wire consistently along one side of pipe in trench. Make watertight splices and connections; band - -- -- ____, 6 2004 6.5 Provide 4 copies of Operation Instruction Manual to Owner on or before final inspection. Include copies of together multiple wires at 10' foot intervals in trenches. Install wire in separate sleeve from water sleeves under manufacturer's warranties, complete technical description, operation, function and performance, data, detailed LM roadways and walks or where other conditions make it necessary. Coordinate location and installation schedule - -- - � with other trades. servicing instructions and replacement parts list, and information regarding protection of equipment. Include record forms for collecting data during initial break-in period and subsequent Operations. THESE PLANS HAVE BEEN REVIEWED* BY THE COACHELLA VALLEY WATER 4100011 MS d• 2.53 Provide two spare wires to the extreme ends Of system from each controller. DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION I CHAPTER 3 20413900ARTICLE �o.s, SECTION 65597 ET. SEQ. REQUIRING EFFICIENT LANDSCAPE AND 6.6 Provide 4 copies Of Maintenance Manual to accompany instruction manual. Manual shall give instructions and IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY a 2.6 AUTOMATIC CONTROLLER pertinent information to Owner on proper operation, adjustments in watering cycle, proper maintenance and (CITY AND COUNTY). DIVISION 2 .. 2.61 Unless otherwise specified, the Irrigation System Controller shaill be a micro-processor replacement heads, valves, and equipment. *Approval of this drawings by CVWD Staff does not constitute approval to encroach into SITE WORK P 9 Y P district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any based/micro-electronics solid-state type, capable of fully automatic or manual operation. Provide wall mountable, kind may not be planted or Installed in CVWD and USBR easements of right-or-way IRRIGATION heavy duty, molded plastic, weatherproof lockable cabinet (or metal if so specified). 6.7 Maintain accurate construction record set of drawings as installation proceeds. Provide accurate, up to date without first obtaining an encroachment permit from CVWD. g copy during course of work before payment will be authorized. Fully and accurately dimension valve box locations SPECIFICATIONS 2.62 Controller shall operate on minimum 117 Volts AC power input and capable of operating 24-volt AC electric from building, walks, walls, curbs or base grid. Submit final construction record as-built drawings prior to final remote control valves. Controller shall have reset circuit breaker protection for power overload. inspection time. Construction Record Drawings may be a corrected sepia of original drawings or an original DATE: WATER MANAGEMENT SPECIALIST drawing. L703 - r 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 Ile g rou p® specified. subsequent claims to contrary and holds Contractor responsible Landscape Architecture 1.2 SUBMITTALS Environmental Design $ for correction(s) Owner may require. 1.1 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. Fumish labor, materials, equipment, facilities, transportation andncr commencingwork. services to complete carpentry and related work as shown on the 4. Verify before proceeding that required inspections of existing P rP rY 1. Mock-ups: Provide full-scale detail and 4'-0" x 5'-0" wide conditions have been completed. q P� g drawings and/or specified herein. mock-up of stone for Owner review and approval prior to 3.2 PREPARATION 1.2 SUBMITTALS: �: ` YUre proceeding. A. Do not install chipped, cracked or damaged material. A. Lumber: Representative samples 12 inch long by width per B. Procedures: Submit requirements for hot and cold weather B. Establish lines, levels, patterns and coursing. Protect from drawing for each specific size, species and finish. a protection. disturbance. r :� B. Accessories: One for each type bolt, screw, nail, hanger, C. Submit manufacture product data, full range color chart and C. Clean stone prior to placement. Do not use wire brushes or samples for color admix. implements, which will mark or damage exposed surfaces. connector, strap, handle, lock and hinge or other as required and 817 North Central Avenue D. Shop Drawings: Submit copies of cutting drawings, dimensions, 3.3 FIELD QUALITY CONTROL with finish indicated on drawings. Phoenix,Arizona 85004000 fax h 602.462.9 1.3 QUALITY ASSURANCE p stonework construction and details if requested by Owner. Include A. Owner will review wall preparation and construction according 602462.9 001 marking ID key and tabulation or each different piece. to the following process. Provide 48 hours minimum notice prior to A. Factory mark each piece of lumber with type, grade, mill and J 1.3 QUALITY ASSURANCE review. grading agency identification; except omit marking from exposed / A. Standards: The "Levels of Quality", Standard 107 of the visual surfaces and submit mill certificate that material has been H o U s T o N Y 1. Upon completion of rough shaping and contouring of grade, T Y N E R Arizona Masonry Guild (AMG) or locally published standards shall Stake proposed wall centerline. Stakes shall indicate existing inspected and graded in accordance with requirements if it cannot apply. Reference to Custom, Standard or Economy in this grade as well as face of wall top and bottom elevation. be marked on a concealed surface. Architecture specification shall be as defined in the latest edition of AMG 2. Upon completion of staking, Owner's Representative shall 1.4 PRODUCT HANDLING Interior Design Standard 107. review proposed alignment, and wall height. and adjust field stakes A. Delivery and Storage: B. Regulatory Requirements: Materials and workmanship shall as appropriate. i 3444 1. Protect lumber materials before, during and after delivery to job meet requirements of building codes, applicable to jurisdiction in 3. Adjust staking references and rough grades as necessary to site and protect installed work. Bali Way which Project is located. reflect field modifications. Confirm wall exposures and top of FAX 3 ' 0 C. Fabricate stonework by firm successfully in work similar to footing grades with Owner prior to footing excavation. 2. Deliver materials to job site and store in a safe area, out of the Marina _ of traffic and shored up off ground surface. quality specified and quantity shown for a period of not less than 5 4. Notify Owner for final review prior to construction when way Del Rey 827-5292California 310 years. excavation of footing is completed and wall forms/guidelines are 3. Do not place or store materials under canopy dripline of any c D. Coordinate work with other trades. in place. tree. 90292 827-5009 1.4 DELIVERY, STORAGE AND HANDLING 3.4 ERECTION, INSTALLATION, APPLICATION B. Replacements: A. Transport and handle stone to prevent chipping and breakage. A. General Requirements: 1. In event of damage, immediately make repairs and B. Deliver and store materials in dry, protected areas. 1. Workmanship: Execute stonework by skilled mechanics, and replacements necessary to approval of Owner and at no additional C. Keep free of stain or other damage. stone fitters at site to provide necessary field cutting of stone, as cost to Owner. �� � � 0 Locate storage piles, pallets, stacks or bins to avoid or protect required. 1.6 JOB CONDITIONS: .g material from heavy or unnecessary traffic. 2. Lay units in uniform and true courses, level and plumb. A. Coordination: Verify previous work is complete and accepted. O � i-+ g E. Protect stone during storage and construction against moisture, 3. Install stone in accordance with Drawings. Insure mortar is not •rl A O soiling, staining, and physical damage. B. Fit carpentry work to other work. t.�„� 9, P Y 9 visible from any direction, if blind mortar is specified. ...q F. Handle stone to prevent chipping, breaka e, soiling or other ..� V -'r P 9 9 4. Arrange stone pattern as indicated on Drawings and in PART 2 MATERIALS damage. Do not use pinch or wrecking bars without protecting accordance with approved mock-up.edges of stone with wood or other rigid materials. Lift with 5. Set stone in accordance with Drawings and as approved. V wide-belt type slings wherever possible; do not use wire rope or Provide anchors, supports, fasteners and other attachments 2.1 LUMBER: ropes containing tar or other substances, which might cause shown, or necessary to secure stonework in place. Shim and A. Lumber shall be new and well manufactured. Only pieces staining. If required, use wood rollers and provide cushion at end adjust for proper setting of stone. consisting of sound wood, free from decay will be acceptable. of wood slides. 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 G. Store stone on wood skids or pallets; distribute weight evenly to ensure bond to dry stack pieces. American Standard rough and dressed sizes will be accepted as � Q prevent breakage or cracking of stones. Protect stored stone from 7. Cutting of stone: When required, exposed units shall be cut with conforming thereto. J Z weather with waterproof non-staining covers or enclosures. Allow a power driven Carborundum or diamond disc blade saw. When p 1. Rough sawn Douglas Fir shall be graded as per plan. I ,�. ✓�: � O air to circulate around stones. Do not cover with non-breathing using "wet" cutting methods, clean water shall be used on exposed Rj material. Protect mortar materials and stonework accessories 2. Wood in project not specifically noted shall be construction _ � units. o from weather, moisture, and contamination. 8. Where fresh stone joins stone that is partially or totally set, grade fir. r- H. Job Conditions: Review installation procedures schedules and exposed surface of set stone shall be cleaned and lightly wetted so 3. Old growth or endangered stands of wood are not accepted. O Q coordination with other work. as to obtain the best possible bond with new work. Remove loose 2.2 HARDWARE: Z I. Replace damaged material at Contractor's expense. stone and mortar and reset. A. Nails shall be general framing common of standard size and 1.5 PROJECT/SITE CONDITIONS 3.5 CLEANING form, hot dipped galvanized or aluminum, unless specifically noted. W" c A. Hot Weather Requirements: A. Daily Cleaning: Keep walls clean. Soiled masonry from mortar B. Provide metal items intergal to completion of carpentry. v W 1. When the ambient air temperature exceeds 100 degrees F. (38 and grout spills, which will be exposed to view, shall be cleaned degrees C.), or when the ambient air temperature exceeds 90 immediately with stiff fiber brushes until wall is free of dropped or PART 3 EXECUTION Z o degrees F. 32 degrees C. and the wind velocity is greater than 8 �� 9 ( 9 ) Y• 9 spattered mortar. 11111 _ mph (13km/h), implement hot weather protection procedures as B. Remove and replace stone units, which are broken, chipped, 3.1 GENERAL CONSTRUCTION: submitted to Owner. stained, or otherwise damaged. Where directed, remove and A. Workmanship: All woodwork shall be cut, fitted,jointed 2. Do not spread mortar beds more than 4 feet(1200mm)ahead of replace units, which do not match adjoining stonework. Provide together, tied, set to required lines and levels, securely anchored in placing stone. new matching units, install as specified. 3. Place stone within one minute of spreading mortar. C. Remove scaffolding and equipment used in the work. place in a neat, workmanlike manner to satisfaction of the Owner. B. Cold Weather Requirements: D. Clean up debris, refuse and surplus material and remove from Split wood shall be removed and replaced. 8 1. Fully protect stone against freezing and accumulation of ice by a premises in accordance with section 01500. B. Dip lumber in wood preservative prior to installation. Fresh cuts 1 weather-tight covering. 3.6 PROTECTION shall receive two (2) brush coats. 2. Do not lay stone when the temperature of the surrounding A. Carefully cover tops of walls left incomplete at the conclusion of 3.2 WOOD TREATMENT: atmosphere is below 40 degrees F. (4 degrees C.) or is likely to the day's work with tarpaulins or other approved covering, securely A. Shop treat and deliver to site, wood requiring fall below 40 degrees F. (4 degrees C.) in the 24 hour period after held in place. pressure-impregnated preservatives. laying, unless adequate protection is provided. B. In hot and dry weather, protect masonry against too rapid B. Wood preservative shall be non-pigmented pentachlorophenol C. Field Measurements: Verify measurements shown on Drawings drying. unless otherwise noted. and take field measurements to ensure proper fit and attachment C. Provide final protection and maintain conditions in manner C. Only use preservatives approved by the EPA as safe for use in of stone. acceptable to fabricator and installer, which ensure stonework public areas. TRACT #: 28818 being without damage, discolorations or deterioration during 3.3 LAYOUT: � PART 2 PRODUCTS subsequent construction until final acceptance. 2.1 STONE END OF SECTION 04400 A. General: Workmanship shall be in accordance with best 10096 CD SET A. Refer to drawings. practice, accurately measures and laid out, carefully and precisely Al CITY COMMENTS � 2.2 MORTAR FOR WALLS executed. ', 12/28/04 A. Cement: Provide gray cement as required and as follows: B. Measurements: Provide field measurements, for accurate fitting - - - --- ---- 1. Portland Cement: ASTM C150, except complying with the of work and proper accommodation of other trades. Owner's 01/04/05 P P 2 CvwD COMMENTS staining requirements of ASTM C91 for not more than 0.03 percent w 9 q P Representative for verification and adjustment. Provide accurate water-soluble alkali. Provide Type 1 cement. locations and elevations of carpentry shown on Drawings. 2. Masonry Cement: ASTM C91 and complying with the 3.4 FINISH CARPENTRY: non-staining requirements. A. Execute work accurately with tight fitting joints, connections and o B. Hydrated Lime: ASTM C207, Type S. --------_--..------- ----_----_____.___. anchors. C. Sand: ASTM C144, except graded with 100 percent passing the B. Incorporate metal items integral to completion of work. ____._-_____________.__-_-__.__ No. 16 sieve for 1/4 inch and narrower joints. White where color DESIGN requires. re � q 0 DEVELOPMENT D. Water: Clean and potable. 3.5 PROTECTION OF WORK: - - - ----- E. Mortar Mix: Non-staining, cement/lime mortar, complyingwith A. Protect work from commencement until completion and final CONSTRUCTION P � DOCUMENTS ASTM C270, Type S, using specified materials. acceptance as may be required. Provide, install and maintain YP 9 P P Y q BID/PRICING 2.3 ACCESSORIES protection necessary or required to protect the permanent work PACKAGE A. Anchors, Dowels, Ties, and Cramps: If required, of sizes and from damage. Properly repair or reconstruct damaged or O CONSTRUCTION o configurations required for support of stone and applicable disfigured work to Owners satisfaction. __ _ISSUE -- _ ______- _ -- superimposed loads. Submit shop drawings as per Section 01300. December 6, 2004 3.6 CLEANING UP: B. Mortar and Grout: As specified under Section 04100 - Mortar -- ---- -- - B. Upon completion, remove debris and repair damage to other and Masonry Grout. LM � C. Color Admix: For color mortar and grout indicated in drawings parts of work caused by execution of work. or to match adjacent materials. END OF SECTION 06125 MS 204139.00 DIVISION 6 - WOOD SPECIFICATIONS L708 SECTION 02920 2.7 FERTILIZER PART 3 - EXECUTION D. Overseed sod installed between October 1st and April 15th with LAWNS AND GRASSES PART 2 - PRODUCTS A. Bonemeal: Commercial, raw or steamed, finely ground; a minimum perennial rye. y PART 1 - GENERAL LL of 4 percent nitrogen and 20 percent phosphoric acid. 3.1 EXAMINATION F. Guarantee lawn for a period of 90 days from date of substantial 2.1 SEED B. Superphosphate: Commercial, phosphate mixture, soluble; a 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 minimum of 20 percent available phosphoric acid. and other conditions affecting performance. Proceed with installation satisfactory growth at the end of the guarantee period. r A. Includes seeding and sodding. AOSA's "Journal of Seed Technology; Rules for Testing Seeds" for C.m Commercial Fertilizer: Commercial-grade complete fertilizer of only after unsatisfactory conditions have been corrected. Verify 1. During the guarantee period plantings shall be in a health viable w 9 P 9 P Y rY fY 9 9 P P 9 Y, } B. Related Sections: purity and germination tolerances. neutral character, consisting of fast- and slow-release nitrogen, 50 satisfactory subgrade and aesthetic berming is complete. Review condition. Replace plantings not in a healthy condition when notified by t 1. Division 2 Section "Site Clearing" for topsoil stripping and B. Seed Species: Perennial Rye, grown, with not less than 95 percent percent derived from natural organic sources of urea formaldehyde, grading and obtain Owner approval to proceed with lawn operations. Landscape Architect. Should any difference of opinion arise over e group® stockpiling. germination, not less than 85 percent pure seed, and not more than phosphorous, and potassium in the following composition: 3.2 PREPARATION replacement, Landscape Architect's decision is final. Landscape Architecture 2. Division 2 Section "Landscape Earthwork" for excavation, filling 0.5 percent weed seed: 1 . Composition: Nitrogen phosphorous and potassium in amounts 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 recommended in soil reports from a qualified soil-testing agency. facilities, trees, shrubs, and plantings from damage caused by planting installation. p 9 Y Nursery P D. Slow-Release Fertilizer: Granular or elleted fertilizer consisting of operations. Protect adjacent and adjoining areas from h droseedin 3.7 FIELD QUALITY CONTROL .! Division Section "Exterior Plants - Landscape" A. Turfgrass Sod: Certified b Arizona Nurse Horticulture Inspection, p g P J J 9 Y 9 1.2 SUBMITTALS Number 1 Quality/Premium, including limitations on thatch weeds 50 percent water-insoluble nitrogen, phosphorus, r' 9 p g and potassium in the overspray. A. Satisfactory Seeded Lawn: At end of maintenance period a � LA A. Product Data: For each type of product indicated. diseases, nematodes, and insects, complying with TPI's following composition:20:10:10: by weight. B. Provide erosion-control measures to prevent erosion or healthy, uniform, close stand of grass has been established, free of l turn B. Certification of Grass Seed: From seed vendor for each grass-seed "Specifications for Turfgrass Sod Materials" in its "Guideline 1 . Composition: Nitrogen, phosphorous, and potassium in amounts displacement of soils and discharge of soil-bearing water runoff or weeds and surface irregularities, with coverage exceeding 95 percent monostand or mixture stating botanical and common name Specifications to Turfgrass Sodding." Furnish viable sod of uniform recommended in soil reports from a qualified soil-testing agency. airborne dust to adjacent properties and walkways. over an 25 s . ft. 2.3 s . m and bares spots not exceeding 3 b 3 �. g � P 9 9• P q 9 9 Y• J P P Y Y q ( q ) P g Y Z percentage by weight of each species, percentage purity, ty, color, a -r=- ercenta a of uri densi and texture, strongly rooted, and capable of vigorous 2.8 MULCHES 3.3 LAWN PREPARATION inches (108 by 108 mm). __:� \o; germination, and weed seed. Include year of production and date of growth and development when planted. No growth reducing chemical A. Straw Mulch: Provide air-dry, clean, mildew- and seed-free, salt A. Limit lawn subgrade preparation to areas to be planted. B. Satisfactory Sodded Lawn: At end of maintenance period, a 817 North Central Avenue packaging. or condition shall be acceptable. hay or threshed straw of wheat, rye, oats, or barley. B. Newly Graded Subgrades: Loosen subgrade in two separate healthy, well-rooted, even-colored, viable lawn has been established, Phoenix,Arizona 85004 1. Certification of each seed mixture for turfgrass sod, identifying B. Turfgrass Species: "Midiron" hybrid Bermuda or per drawing B. Peat Mulch: Sphagnum peat moss, partially decomposed, finely directions to a minimum depth of 4 inches (100 mm). Remove stones free of weeds, open joints, bare areas, and surface irregularities. ph 602.462.9000 fax source, including name and telephone number of supplier. legend. 602.462.9001 � 9 P PP 9 divided or granular texture, with a pH range of 3.4 to 4.8. larger than 1 inch (25 mm) in any dimension and sticks, roots, rubbish, C. Satisfactory plugged or sprigged Lawn: At end of maintenance C. Product Certificates: For soil amendments and fertilizers, signed by 2.3 TOPSOIL C. Peat Mulch: Finely divided or granular texture, with a pH range of 6 and other extraneous matter and legally dispose of off site. period, the required number of plugs or sprigs has been established as H o u s T o N product manufacturer. A. Topsoil: ASTM D 5268, and MAG spec 425 and 795.2, pH range of to 7.5, containing partially decomposed moss peat, native peat, or 1 . Apply fertilizer directly to subgrade before loosening. well-rooted, viable patches of grass free of weeds and other T Y N E R D. Qualification Data: For installer. 5.5 to 7, screened, fertile, friable; free of stones 1 inch (25 mm) or reed-sedge peat and having a water-absorbing capacity of 1100 to 2. Thoroughly blend planting soil mix off-site before spreading or undesirable vegetation. E. Material Test Reports: For existing surface soil and imported larger in any dimension noxious weeds, nut grass, and other 2000 percent. spread topsoil, apply soil amendments and fertilizer on surface, and D. Reestablish lawns that do not comply with requirements and Architecture topsoil. extraneous materials harmful to plant growth. Blend topsoil with 25 % D. Compost Mulch: Well-composted, stable, and weed-free organic thoroughly blend planting soil mix. continue maintenance until lawns are satisfactory. Interior Design F. Planting Schedule: Indicating anticipated planting dates and sand by volume prior to installation in lawn areas. matter, pH range of 5.5 to 8; moisture content 35 to 55 percent by a. Delay mixing fertilizer with planting soil if planting will not proceed 3.8 MEADOW 13444 duration for each type of planting. 1 . Topsoil Source: Reuse surface soil stockpiled on-site or weight; 100 percent passing through 1-inch (25-mm) sieve; soluble within a few days. A. Sow seed With spreader or seeding machine. Do not broadcast or G. Maintenance Instructions: Recommended procedures to be supplement with imported or manufactured topsoil from off-site salt content of 5 to 10 decisiemens/m; not exceeding 0.5 percent inert b. Mix lime with dry soil before mixing fertilizer. drop seed when wind velocity exceeds 5 mph (8 km/h). Evenly Bali Way Marina FAX 310 established by Owner for maintenance of lawns and meadows during sources when quantities are insufficient. Verify suitability of stockpiled contaminants and free of substances toxic to plantings; and as follows: 3. Spread planting soil mix to a depth of 4 inches (100 mm) but not distribute seed by sowing equal quantities in two directions at right Del Re 827-5292 a calendar year. Submit before expiration of required maintenance surface soil to produce topsoil. Clean surface soil of roots, plants, sod, 1. Organic Matter Content: 50 to 60 percent of dry weight. less than required to meet finish grades after light rolling and natural angles to each other. y California 310 period. stones, clay lumps, and other extraneous materials harmful to plant 2. Feedstock: Agricultural, food, or industrial residuals; biosolids; yard settlement. Do not spread if planting soil or subgrade is frozen, 1. Do not use wet seed or seed that is moldy or otherwise damaged. 90292 827-5009 s 1.3 QUALITY ASSURANCE growth. trimmings; or source-separated or compostable mixed solid waste. muddy, or excessively wet. B. Sow seed at the net rate of [4 oz./1000 sq. ft. (113 g/92.9 sq. m)] [5 A. Installer Qualifications: Installer whose work has resulted in 2.4 INORGANIC SOIL AMENDMENTS E. Fiber Mulch: Biodegradable, dyed-wood, cellulose-fiber mulch; a. Spread approximately one-half the thickness of planting soil mix oz./1000 sq. ft. (142 g/92.9 sq. m)] [6 oz./1000 sq. ft. (170 g/92.9 sq. (A solawn and meadow establishment. A. Lime: ASTM C 602, agricultural limestone containing a minimum 80 nontoxic; free of plant-growth or germination inhibitors; with maximum over loosened subgrade. Mix thoroughly into top 4 inches (100 mm) of m)] <Insert rate>. ► r,.^ 0 1 . Installer's Field Supervision: Maintain an experienced full-time percent calcium carbonate equivalent and as follows: moisture content of 15 percent and a pH range of 4.5 to 6.5. subgrade. Spread remainder of planting soil mix. C. After completion of all work and before the beginning of the '�', im supervisor on site when planting is in progress. 1. Class: Class T, with a minimum 99 percent passing through No. 8 F. Nonasphaltic Tackifier: Colloidal tackifier recommended by b. Lower elevation of planting soil to allow for soil thickness of sod. maintenance period, notify the Owner for the purpose of scheduling • s B. Soil-Testing Laboratory Qualifications: Independent laboratory (2.36-mm) sieve and a minimum 75 percent passing through No. 60 fiber-mulch manufacturer for slurry application; nontoxic and free of C. Unchanged Subgrades: If lawns are to be planted in areas the maintenance inspection. (U s.a recognized by State Department of Agriculture with experience and (0.25-mm) sieve. plant-growth or germination inhibitors. unaltered or undisturbed by excavating, grading, or surface soil D. Before scheduling the maintenance inspection, the Contractor shall A capability to conduct testing indicated and that specializes in types of 2. Class: Class 0, with a minimum 95 percent passing through No. 8 G. Asphalt Emulsion: ASTM D 977, Grade SS-1; nontoxic and free of stripping operations, prepare surface soil as follows: insure that all tests and work related to irrigation is completed. The tests to be performed. (2.36-mm) sieve and a minimum 55 percent passing through No. 60 plant-growth or germination inhibitors. 1. Remove existing vegetation. Do not mix into surface soil. Contract Administrator shall be notified (14) days prior to scheduling C. Soil Analysis: Furnish soil analysis by a qualified soil-testing (0.25-mm) sieve. 2.9 EROSION-CONTROL MATERIALS 2. Apply fertilizer directly to surface soil before loosening. inspection. V laboratory stating percentages of organic matter, gradation of sand, 3. Provide lime in form of dolomitic limestone. A. Erosion-Control Blankets: Biodegradable wood excelsior, straw, or 3. Loosen surface soil to minimum depth of 6 inches (150 mm). Apply E. Insure that all plant material exhibits normal growth characteristics silt, and clay content; cation exchange capacity; sodium absorption B. Sulfur: Granular, biodegradable, containing a minimum of 90 coconut-fiber mat enclosed in a photodegradable plastic mesh. soil amendments according to planting soil mix proportions and mix and is substantially vigorous. In addition, all plant material shall meet gratio; deleterious material; pH; and mineral and plant-nutrient content percent sulfur, with a minimum 99 percent passing through No. 6 Include manufacturer's recommended steel Wire staples, 6 inches (150 thoroughly into top 6 inches (150 mm). Till soil to a homogeneous accepted Nursery Standards for size, trunk caliper and form. of topsoil. (3.35-mm) sieve and a maximum 10 percent passing through No. 40 mm) long. mixture of fine texture. F. Insure that tree, shrub and ground cover quantities are according to J 1. Report suitability of topsoil for lawn growth with state recommended (0.425-mm) sieve. B. Erosion-Control Fiber Mesh: Biodegradable twisted jute or 4. Remove stones larger than 1 inch (25 mm) in any dimension and plan and at correct spacings. a quantities of nitrogen, phosphorus, and potash nutrients and soil C. Iron Sulfate: Granulated ferrous sulfate containing a minimum of 20 spun-coir mesh, a minimum of 0.92 lb/sq. yd. (0.5 kg/sq. m), with 50 to sticks, roots, trash, vegetation, other extraneous matter, and legally G. Insure that a fully-functional, automatic sprinkler system is properly _J Z amendments to be added to produce satisfactory planting soils. percent iron and 10 percent sulfur. 65 percent open area. Include manufacturer's recommended steel dispose of off site. installed to provide adequate coverage. Y; v 0 D. Preinstallation Conference: Conduct conference at site as directed D. Aluminum Sulfate: Commercial grade, unadulterated. wire staples, 6 inches (150 mm) long. D. Finish Grading: Grade planting areas to a smooth, uniform surface H. Should the Architect or Owner's representative determine the site to by Owner. E. Pedite: Horticultural perlite, soil amendment grade. 2.10 PLANTING SOIL MIX plane with loose, uniformly fine texture. Grade to within plus or minus be sufficiently incomplete or poorly installed, they reserve the right to 1 .4 DELIVERY, STORAGE, AND HANDLING F. Agricultural Gypsum: Finely ground, containing a minimum of 90 A. Planting Soil: Native or imported topsoil, manufactured topsoil, or 1/2 inch (13 mm) of finish elevation. Roll, rake, remove ridges, and fill postpone or extend the maintenance period until the project is in O Q A. Seed: Deliver seed in original sealed, labeled, and undamaged percent calcium sulfate. surface soil modified to become topsoil; mixed with fertilizer depressions to meet finish grades. Limit fine grading to areas that can acceptable condition. Z a containers. G. Sand: Clean, washed, natural or manufactured, free of toxic amendments as recommended by soil report. be planted in the immediate future. 3.9 CLEANUP AND PROTECTION Cd 9) B. Sod: Harvest, deliver, store, and handle sod accordingto materials. prepared planting ry. Promptly Y p W E. Moisten re ared lawn areas before lantin if soil is d Water A. Prom tl remove soil and debris created b lawn work from paved requirements in TPI s Specifications for Turfgrass Sod Materials" and H. Diatomaceous Earth: Calcined, diatomaceous earth, 90 percent thoroughly and allow surface to dry before planting. Do not create areas. Clean wheels of vehicles before leaving site to avoid tracking v "Specifications for Turfgrass Sod Transplanting and Installation" in its silica, with approximately 140 percent water absorption capacity by muddy soil. soil onto roads, walks, or other paved areas. Q i "Guideline Specifications to Turfgrass Sodding." weight. F. Restore areas if eroded or otherwise disturbed after finish grading B. Erect barricades and warning signs as required to protect newly > 1.5 SCHEDULING I. Zeolites: Mineral clinoptilolite with at least 60 percent water and before planting. planted areas from traffic. Maintain barricades throughout A. At Contractor's option upon Owner approval based upon overall absorption by weight. 3.4 SEEDING maintenance period and remove after lawn is established. schedule of construction. 2.5 ORGANIC SOIL AMENDMENTS A. For Bermuda seed application meet local requirements. 3.11 ACCEPTANCE OF WORK B. Proceed with planting only when existing and forecasted weather A. Compost: Well-composted, stable, and weed-free organic matter, B. Sow seed with spreader or seeding machine. Do not broadcast or A. After completion of work and before beginning maintenance period, conditions permit. pH range of 5.5 to 8; moisture content 35 to 55 percent by weight; 100 drop seed when wind velocity exceeds 5 mph (8 km/h). Evenly notify Owner 14 days prior to scheduling the maintenance inspection. a 1.6 LAWN MAINTENANCE percent passing through 1/2-inch (12.5-mm) sieve; soluble salt content distribute seed by sowing equal quantities in two directions at right B. Before scheduling the maintenance inspection insure that all tests A. Begin maintenance immediately after each area is planted and of 5 to 10 decisiemens/m; not exceeding 0.5 percent inert angles to each other. Do not use wet seed or seed that is moldy or and work related to irrigation is complete. continue until acceptable lawn is established, but for not less than 90 contaminants and free of substances toxic to plantings. otherwise damaged. C. Insure plantings exhibit normal growth characteristics and are days from date of Substantial Completion. B. Peat: Sphagnum peat moss, partially decomposed, finely divided C. Sow seed at rate recommended by local State Extension Service or substantially vigorous. a. When full maintenance period has not elapsed before end of or granular texture, with a pH range of 3.4 to 4.8. as specified herein. D. Insure a fully functional irrigation system is properly installed to planting season, or if lawn is not fully established, continue C. Peat: Finely divided or granular texture, with a pH range of 6 to 7.5, D. Rake seed lightly into top 1/8 inch (3 mm) of topsoil, roll lightly, and provide adequate coverage. maintenance during next planting season. containing partially decomposed moss peat, native peat, or water with fine spray. E. Should Architect or Owner determine the work sufficiently B. Maintain and establish lawn by watering, fertilizing, weeding, reed-sedge peat and having a water-absorbing capacity of 1100 to E. Protect seeded areas on slopes exceeding 1:3 with erosion-control incomplete or poorly installed, they reserve right to postpone or extend mowing, trimming, replanting, and other operations. Roll, regrade, and 2000 percent. blankets installed and stapled according to manufacturer's written maintenance period until project is in acceptable condition. TRACT #: 28818 replant bare or eroded areas and remulch to produce a uniformly D. Wood Derivatives: Decomposed, nitrogen-treated sawdust, ground instructions. 3.12 FINAL ACCEPTANCE smooth lawn. bark, or wood waste; of uniform texture, free of chips, stones, sticks, F. Protect seeded areas with slopes less than 1:3 as necessary to A. Notify Owner at least 14 days in advance of final inspection. Site 100% CD SET 1. Replace mulch disturbed by wind, erosion or maintenance soil, or toxic materials. prevent erosion and establish an acceptable lawn. must be in clean and properly maintained condition, with lawns mowed 12/28/04 operations. 1 . In lieu of decomposed wood derivatives, mix partially decomposed 3.5 HYDROSEEDING and trimmed, clippings removed, free from weeds/grasses, refuse 1 CITY COMMENTS C. Watering: Use irrigation system or provide and maintain temporary wood derivatives with at least 0.15 lb 2.4 k of ammonium nitrate or A. H droseedin Mix specified seed, fertilizer, and fiber mulch in removed from planted areas with walks and drives clean and 9 Y P p ry ( 9) Y 9 P P dry. 01/04/05 piping, hoses, and lawn-watering equipment to convey water from 0.25 lb (4 kg) of ammonium sulfate per cubic foot (cubic meter) of water using equipment specifically designed for hydroseed application. Operate remote control valves from controller, in sequence, and A2CVWD COMMENTS sources to keep lawn uniformly moist to a depth of 4 inches (100 mm). loose sawdust or ground bark. Continue mixing until uniformly blended into homogeneous slurry provide enough time for Owner to inspect lawn areas being watered. Lay out temporary watering system to avoid walking over muddy or E. Manure: Well-rotted, unleashed, stable or cattle manure containing suitable for hydraulic application. Provide walkie-talkies for communication if directed. Instruct Owner, or newly planted areas. not more than 25 percent by volume of straw, sawdust, or other 1 . Mix slurry with nonasphaltic tackifier. maintenance representative on suggested watering times and cycles 0 1. Schedule watering to prevent wilting, puddling, erosion, and bedding materials; free of toxic substances, stones, sticks, soil, weed 2. Apply slurry uniformly in a one-step process. Apply mulch at a of irrigated areas. If all is in order, or can be made so within 24 hours, - -- -- ------ - displacement of seed or mulch. seed, and material harmful to plant growth. minimum rate of 1500-lb/acre (15.3-kg/92.9 sq. m) dry weight but not site will be accepted verbally at this time, or extended until such time 2. Water lawn at minimum rate of 1 inch 25 mm per week or as 2.6 PLANTING ACCESSORIES - - -- ( ) P less than the rate required to obtain specified seed-sowing rate. as site can be accepted. Should project require additional O DESIGN -- required by weather conditions. A. Selective Herbicides: EPA registered and approved, of type 3.6 SODDING maintenance, Owner will notify involved parties at this time. DEVELOPMENT D. Mow lawn as soon as top growth reaches 2 1/2" height. Repeat recommended by manufacturer for application. A. Lay sod within 24 hours of harvesting. Do not lay sod if dormant or END OF SECTION 02920 _-� coNsTRucTION mowingto maintains specified height without cutting more than 44 DOCUMENTS P 9 9 if ground is frozen or muddy. � - -- - ----_- ----_--_ BID/PRICING percent of grass height. Do not delay mowing until grass blades bend B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and ` 0 PACKAGE over and become matted. Do not mow when grass is wet. Schedule sides of sod; do not stretch or overlap. Stagger sod strips or pads to CONSTRUCTioN e initial and subsequent mowin s to maintain the grass height O ISSUE q 9 9 9 offset joints in adjacent courses. Avoid damage to subgrade or sod - -- - --------------------- appropriate for the species and desired effect. during installation. Tamp and roll lightly to ensure contact with - December 6, 2004 E. After initial mowing and when grass is dry, apply fertilizer that will subgrade, eliminate air pockets, and form a smooth surface. Work - -- - - - -- -- s, provide actual nitrogen of at least 1 Ib/1000 sq. ft. (0.45 kg/92.9 sq. m). sifted soil or fine sand into minor cracks between pieces of sod; LM __-----------------__-. £ Fertilized at 30-day intervals with 5 lbs. of Ammonia Sulfate per 1000 remove excess to avoid smothering sod and adjacent grass. 4*41* Ms sq. ft. Supply proof of these fertilizations prior to final acceptance by 1. Anchor sod on slopes with wood pegs or steel staples spaced as THESE PLANS HAVE BEEN REVIEWED' BY THE COACHELLA VALLEY WATER . Landscape Architect. recommended by sod manufacturer but not less than 2 anchors per 1 DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION I CHAPTER 3 204139.00 ARTICLE 10.8, SECTION 65597 ET. SEQ. REQUIRING EFFICIENT LANDSCAPE AND sod strip to prevent slippage. IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY $ C. Saturate sod with fine water spray within two hours of planting. (CITY AND COUNTY). DIVISION 2 'Approval of this drawings by CVWD Staff does not constitute approval to encroach into Commence use of irrigation system as soon as possible or report district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any SITE WORK problems to Owner. During first week, water daily or more frequently kind may not be planted or Installed in CVWD and USBR easements of right-or-way LANDSCAPE as necessary to maintain moist soil to a minimum depth of 1-1/2 inches without first obtaining an encroachment permit from CVWD. (38 mm) below sod. Power roll sod using a 500-pound roller in two SPECIFICATIONS directions. DATE: WATER MANAGEMENT SPECIALIST L784 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. 6.7 Palm Backfill: 100% native soil unless noted otherwise on drawings. Skin palms to 1.0 GENERAL CONDITIONS within 4 feet of heads. If skinning is not done prior to planting, perform prior to acceptance 9.1 Use accepted, standard arborcultural practices to thin branches of trees to reduce wind sail and 4.3 Preconstruction Conference: Arrange preconstruction conference with related potential damage. Perform work under supervision of certified Arnorist after review of work with of work. Plant palms solid enough so as not to require bracing. 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 Landscape Architect and Owner. F1 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 6.8 Tree Planting Staking, Guying & Bracing: Refer to drawings. a and those shown on drawings prior to bidding and beginning construction. scheduling of work, site preparation, interpretation of documents and to answer questions 9.2 Prune and repair injuries to trees and shrubs as required or directed by Landscape Architect.ec rQU p o - that may arise. Unless followed up in writing, verbal authorizations or acknowledgment by " Limit pruning to minimum necessary to remove dead and injured twigs and branches. Use standard Landscape Architecture 6.8.1 Pressure Treated Lodge Pole Staking: 21 diameter, minimum 10 Ion knot free Pine Environmental Design 2 - 1.2 Project Completion: Defined as date construction and punchtist is complete and anyone present are not binding. Notify Owner and Landscape Architect 10 days prior to date g g Y2 g, Arboricultural practices. Review scope of work with Landscape Architect and owner prior to execution. maintenance period begins. re uested for conference. "lodge pole" length as required below grade to firmly anchor tree. Hammer 8" minimum into Excessive repair and pruning are cause for rejection. undisturbed soil, align vertically and parallel to prevailing winds. Stake tree without 1.3 Warranty Period: Time during which Contractor is responsible for health and 5.0 STANDARDS interference to branch structure.6.8.2 Guying & Bracing: Refer to drawings for guying. Use 8.0 WARRANTY AND REPLACEMENT `„ replacement of plant material. fabricated earth anchors stem 'duckbill' b Foresight products. Use kits sized to tree and �� .G P P Y Y 9 P 5.1 Quantity: Quantities on plant list, if shown, are for Owners reference, estimating or City install per manufacturer spec. www.earthanchor.com. 8.1 Guarantee lawn and planting to be alive and in satisfactory condition for a period of 1 year from � 1.4 Work Q o Experience: Provide with bid submittal written verification of 3 years approval purposes only, and are not to be considered accurate for bidding. Install )ant date of final acceptance unless otherwise noted. - �: demonstrative ability to perform work specified herein. Past work shall be of similar type, materials shown on plans. Report significant differences between site and drawings to 6.9 Headers: Ref drawings for type of header. Construct headers flush with sidewalks and 1 ' scale and quality. Owner immediate) upon determining discrepancies. Failure to do so requires Contractor 1 " 8.2 Guarantee trees and alms for period of 1 year from final acceptance. 817 North Central Avenue o Y P 9 P q above finish grade of decomposed granite. Use continuous curves and straight lines free P P Y P E 2 Phoenix,Arizona 85004 to make additional plantings to fill spaces, or other changes determined by Owner at of wiggles and dips. Stake and mark alignment and noti Owner 72 hours in advance for 1.5 Damage and Responsibility: Assume full responsibility for damage imposed, gg P g h 602.462.9000 fax Contractor's expense. 8.3 During warranty period, insure plants are in healthy, viable condition, or replace when notified by p accidentally or intentionally, to existing utilities, buildings, or other amenities due to actions opportunity to verify layout. Owner may review form work. Give 72 hours notice prior to pour. Owner. Should difference of opinion arise over replacement, the Owner decision is final. 602.462.9001 during execution of work b contractor employees, and sub contractors. Protect work from Landscape architect reserves right to reject work improperly installed. � g y5.2 Plant Material Substitution: At time of bidding, verify ability to purchase plant materials H o u s T o N / damage and theft and replace damage or stolen parts without additional cost until work is required to complete this work. Upon award of bid, make arrangements with suppliers for 6.10 Sod: 'Mid iron' hybrid Bermuda or as specified on drawings, warranted by grower to be 8.4 Guarantee replacements for a period of 1 year from the date of final acceptance T Y N E R accepted in writing by Owner. adequate and properly sized materials as specified. If perceived shortage is determined weed, insect, disease, and toxin free. Growth reducing chemical or condition will not be either at time of bidding, or upon award of contract, may employ one of the following architecture 1.6 Use of and Changes to Drawings: Drawings and specifications are properly and methods: acceptable. Supply only with proper governing agency Inspection Certification, and from one 9.0 ACCEPTANCE OF WORK nterior Design copyright of a Landscape Architects, Environmental Designers and Planners and shall not source. Cut and harvest stock, deliver and install within 24 hours of initial harvest-cut. Sod delivered to site must have accompanying invoice/delivery tickets indicating time of cut, 13444 be used on any other work except by written authorization. Landscape architect preparing 5.2.1 Contract Growing of Plants: When required on construction documents and sufficient 9.1 Before beginning maintenance period, insure irrigation system is fully operational, tested, and o these drawings is not responsible for, or liable for unauthorized changes to or use of 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. complete. Provide on-site a set of as-builts for Owner review during maintenance inspection. Bali WayMarina FAX 310 drawings. Changes to drawings must be in writing and approved by Landscape Architect container prior to moving into larger sizes, shall be waived, provided adequate roots develop 6.14 Rye- Oregon perennial a seed 9 % weed free. Del Re 827-5292 grown g g p ry , S prior to commencement of work. to hold soil together upon removal from container. Cost for contract growing shall be 9.2 Insure that tree, shrub and ground cover quantities are according to plan and at correct spacings, California 310 stipulated to and agreed upon as a separate contract cost with Owner prior to commencing 7.0 INSTALLATION and are in healthy, substantially vigorous condition. Notify Owner 14 days prior to scheduling 90292 827-5009 0 1.7 Permits: Apply, obtain, and pay for required permits to complete the work. Forward any work toward contract growing. inspection. copies to Owner. 7.1 Stake tree locations as shown on drawings. Owner will field check layout of plants and 5.2.2 Substitution of Materials: If above method proves inadequate, plant substitution 9.3 Open valve boxes and controllers to expose hardware for inspection just prior to arrival of Owner. ► 4,,,^ 1.8 Trade Coordination: Construction and installation of items within these documents direct adjustment to final position before excavation begins. Give 72 hours notice prior to approval for consideration. Demonstrate operation of remote control valves from controller, in sequence, and provide enough `� � � pp oval is required from the Owner. Make recommendations in writing, scheduling work. P q P 9 '� � •t� requires close coordination between trades involved in underground/utility installation and Substitutions must be specified size material. Provide list of suppliers searched to Owner time for Owner to inspect areas being watered. location of other improvements. Provide coordination between trades to ensure successful for materials not available. Substitutions will not be considered prior to bidding. 7.2 Notify Owner of rock calache hard n I utilities n other O 4"4 .� fy a d pa clay, u it es and o er obstructions encountered g completion of project and avoid construction delays or damage to work, other improvements 9.4 Owner reserves right to postpone or extend maintenance period until project is in acceptable •1� A O or utilities. during excavation of plant pits. Alternative planting locations may be selected by Owner. 5.3 Nomenclature: Names of plant materials on drawings are in accordance with Sunset's condition if work is found sufficiently incomplete or poorly installed. 4.4 O NEW WESTERN GARDEN BOOK, latest edition, and/or as specified in plant list. If specific 7.3 Soil Preparation: Remove ABC, rocks or foreign objects larger than 1" from landscape 1.9 Underground Service Alert: Contact appropriate agency 48 hours prior to digging at plant material is in question provide list for verification and determination. If requested, make 10.0 MAINTENANCE t� V areas. Visit site and coordinate work to assure this provision is complied with. Take proper � 1-800-422-4133. Verify location and condition of utilities prior to construction. Exercise plant material corrections at no expense to Owner. precautions for removal of existing turf not scheduled to remain. Eradicate aggressive extreme care in working near existing utilities. Perform pot holing if required at no additional weeds. 10.1 Maintain work for period of 1 year from date of final acceptance. cost to Owner. 5.4 Quality & Size: Quality and size of plant materials shall meet American Nursery Association Accepted Standards for size, shape and caliper unless specified otherwise on 7.4 Weed Control: Remove weeds by mechanical methods or by spraying with herbicide 10.2 Maintain ground cover areas weekly for first thirty days, bi-weekly thereafter. Remove weeds _J 1.10 Insurance: Provide proof of license, workers compensation, public liability, and drawings. Remove rejected materials from site, and replace immediately. Decision of 'Round-up' or equal. Repeatspraying as necessary. Use 'Manage' or equal, on nut grass and grasses and fine-tune irrigation system to ensure adequate coverage while minimizing overspray. Q property damage insurance as required per local code and Owners agreement. Owner is final. Container grown plants shall have been grown in containers or boxes fora P ry g g J z infestation as required. Treat ground cover and decomposed granite areas with V9 minimum of six months, except when plants will hold rootball together upon removal from pre-emergent 'Dacthal' or equal. Follow manufacturers recommendations for applications. 10.3 Do not mow lawn until height reaches 2 Y2". Keep heavy objects off lawns. v 0 1.11 Hold Harmless and Indemnification Clause: Assume sole and' complete responsibility containers without being root-bound. "Climatize" plants grown outside of region for at least Plastic liners will not be allowed. Provide a clean and weed free environment for plant - for job site conditions during course of construction, including safety to persons and four weeks in partial shade, during the summer not months, prior to delivery to site. Trees P g p ry material until end of maintenance period. 10.3.1 Fertilize lawn at 30 day intervals with 5 lbs. of Ammonia Sulfate per 1000 sq. ft. Supply proof rA property. This requirement applies continuously and is not limited to normal working hours. shall have straight trunks throughout their height, except multi-trunked material. Reject of fertilization prior to final acceptance. O a Hold Landscape Architect harmless from liability, real or alleged in connection with trees with weak trunks incapable of supporting its full growth. • '-" � j P PP 9 9 7.4.1 Broom sidewalks and paving daily during planting operation. Remove and dispose of z performance of work, except for liability arising from sole negligence of Landscape Architect. trash, empty plant containers and debris daily. Remove trash and equipment from site, and 10.4 Weed, spray, fertilize, mow, rake, sweep, mulch, replant andproperlywater to insureproper 5.5 Plant Material Procurement: Purchase trees, cacti and succulents within 30 days of P Y P Y p' P C.� Q LU t� � y leave in broom clean condition upon completion of work. growth of plantings. ,,, 1.12 Inspections: Notify governing agency and municipal representative prior to required contract award. Forward written verification to Owner. Storage and maintenance costs to iL v inspection. Notify Landscape Architect at least 72 hours in advance of required or desired bome b Contractor. ~ inspection (602) 462-9000. Y 7.5 Berms/Grading: Landscape contractor shall be responsible for constructing the berms 10.5 Owner observes right to extend maintenance period if in Owner opinion project is not being � Z i as indicated on drawings. coordinate work of the mass grading contractor unless specified properly maintained during designated period. � 5.6 Inspection: Plant materials are subject to acceptance or rejection at growing site,upon otherwise on construction documents. Landscape Architect will review grading for aesthetics 1.13 Dimensions: Utilize written dimensions over scaled dimensions. Verify dimensions on delivery and after installation. Notify Owner after delivery of plant materials. The Owner prior to tree irri irrigation and site improvements. Civil Engineer shall approve grading based 10.6 Should maintenance period occur during transitional period of March through May, and job site. Notify Landscape Architects of discrepancies prior to commencement of work. may visit site, determine quality of stored materials, and notify Contractor of rejected P 9 P 9 pp 9 9 P 9 P 9 upon drainage. Approvals must be obtained in writing prior to commencing landscape work. September through November, Contractor is responsible to overseed with rye. materials. Notify Landscape Architect at least 48 hours prior to scheduled work. 1.14 Questions: Landscape Architect will interpret drawings and specifications and render 11.0 FINAL ACCEPTANCE an opinion on questions relating to acceptable fulfillment of contract. 5.7 Product Delivery, Storage & Handling: Install plant materials as soon as practical, after 1 a inspection and approval. Protect sun sensitive plant materials during summer months. 7.6 Shrubs & Trees: Install in accordance with details shown on drawings. Plants to sit in a 2 � 1.15 Job Site: Maintain remises clean and free of excess equipment, materials and rubbish 11.1 Notify Owner 14 days in advance to schedule final inspection. Punch-list items generated from PDelivery, maintenance and installation of plant material is responsibility of Contractor. Make " deep basin (barely visible) Do not provide raised basins around planting pits. Plants injured 'Acceptance of Work' must be completed. Site must be in acceptable condition with lawns mowed and incidental of the work including weekends and holidays. Dispose of rubble, trash, or items arrangements to provide proper labor and equipment to avoid delays and rejection of plant or rootball broken during planting operations will be rejected. Cut larger containers as trimmed, clippings removed, planted areas free of weeds/grasses/refuse with walks and drives clean resulting from execution of work in a legal, lawful and safe manner. materials which have been on-site too long without planting. Plant material previously required to remove plant material without injury. and dry. Re-program 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 2.0 WORK SPECIFIED HEREIN during construction process. Provide written watering schedules to Owner and maintenance staff. If damage has occurred during shipping. Decision by Owner is final. Cost of shipping 7.7 Mulch: Set finished grade 1 2" below top of header, walks, curb and pavings. all is in order, or can be made so within 24 hours, site will be accepted vernally at this time, or replacement material shall be responsibility of Contractor. 2.1 Included Items: Work specified includes labor, materials, equipment and services extended until such time as the site can be accepted. Letter of Acceptance will be presented to necessary to complete improvements detailed and specified, including work reasonably 7.7.1 Sod Installation: Install within 24 hours of harvest using staggered seam regimen, contractor within 14 days. Should project require additional maintenance, Owner will notify involved TRACT #: 28818 alternating each row so no two ends of sod are aligned to each other. Remove trimmings parties at this time. Additional time/cost involvement required by Landscape Architect due to incidental thereto. Be responsible for the following work unless otherwise specified on and scraps and power-roll using minimum 500 pound weighted roller. Roll lawn in continuation of maintenance period will be responsibility of Contractor. This time will be billed at 100% CD SET drawings. 6.0 MATERIALS perpendicular directions making certain areas are rolled at least twice. Commence irrigation $100.00 per hour plus expenses. 12/28/04 2.2 Grading: Be responsible for 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. immediately. Areas not receiving adequate water due to irrigation design or installation 1 CITY COMMENTS - ---- -- ----- related civil grading and drainage documents. Use specified color from single source for entire work. Install 2 problems, shall receive immediate hand watering until system is functioning properly. END OF SECTION m deep throughout landscaped � iO4i05 Overseed sod installed from October 1 st-April 15 with rye. or when daytime highs are 2 CVWD COMMENTS � 2.3 Soil Preparation: Prepare soil and fine rake prior to planting lawns, groundcover, seeding areas. consistently less than 90 degrees F, and nighttime lows are above 60 degrees F, at the rate and decomposed granite installation. of 31/2 lbs./1000 sq. ft. Keep lawns moist until germination and to produce an acceptable .� P 9 6.1.1 D.G. MULCH: Refer to drawings for size and color. stand of grass coordinate installation with Owner. 6.1.2 Organic mulch: Well-rotted, decomposed wood fiber, or cotton stubble derived 3.0 SAMPLES & TESTS o materials with no fillers or agents save for the balance of nitrogen-adding ingredients. Ph 7.7.2 Hydroseed Installation: Plant April 15th to October 1st or when daytime temperatures range from 6.8 to 7.2; moisture content 30 to 40 /° by weight, and nutrients shall minimum are consistent) above 90 degrees F and nighttime lows are above 50 degrees F at the 3.1 Mulch ° ° y g g g requirements by volume: Nitrate Nitrogen - 1.5 /°, Organic Nitrogen - 3.65 /°, Phosphorus - DESIGN 1.14%; Potassium - 1.19%; Iron - 0.84%. Delivery to site either bulk or marked bags. rate of 3)/2 lbs./l 000sq.ft. using 1750lbs. fiber/acre. Fertilize with 6-10-4 at 30lbs./l000sq.ft. 0 DEVELOPMENT 3.2 Soil Tests: Owner reserves right to take and analyze samples of materials for CONSTRUCTION Acceptable products is Greenworld Mulch or approved equal. After seeding apply manure or mulch to a depth of Y8 Keep seed bed continuously moist DOCUMENTS conformity to specifications at any time. Furnish samples upon request. Immediately remove without puddling and erosion, and replant areas which do not take initially at 10 day intervals BID/PRICING rejected materials from site and replace at Contractors expense. Cost of testing of materials 6.2 Sand: Course, granular concrete sand or grout sand (not mortar or silica sand), until an acceptable stand of grass is approved. PACKAGE not meeting specification will be at Contractor's expense. - _ - - conforming to ASTM C-33, thoroughly and uniformly washed, entirely free of oil or other O corvsTRucT1oN ISSUE o deleterious substances. 7.8 Lawn: Soil Preparation:Clear, grub, scarify, cultivate and remove debris to a minimum 4.0 COORDINATION AND RESPONSIBILITY ' December 6, 2004 depth of 8 ; then set to finish grade. Including stones over 1 . Provide 16-20-0 chemical 6.3 Fertilizer/Hormones: Apply Superthrive B2 root stimulant per manufacture directions at fertilizer, mechanically spread at rate of 10 pounds per 1000 sq. ft. Cultivate fertilizer into the LM 4.1 Coordination: Coordinate irrigation work to insure successful integration with pp top six inches of soil. Reestablish finish grade. Verify imgation system is functioning �. time of installation. Provide second application a week later. Add 0/10/10 stow release landscaping. � tablet fertilizer and sulfur granular per manufactures specifications to the )ant it backfill. o 9 P P P P properly for 100 /o coverage of lawn. Repair system or report problem to Owner. Inform the � MS Owner for inspection and approval prior to planting. THESE PLANS HAVE BEEN REVIEWED' BY THE COACHELLA VALLEY WATER e 4.2 Site knowledge: Before commencing work on site, become thoroughly acquainted with DISTRICT IN ACCORDANCE WITH WATER CODE TITLE 7. DIVISION 1, CHAPTER 3 # 204139.00 6.5 Topsoil: Free from non-organic refuse, noxious weeds, nut grass, thorny clay, CIOdS, ARTICLE 10.8, SECTION 65597 ET. SEQ. REQUIRING EFFICIENT LANDSCAPE AND layout of underground utilities and structures over entire site. Requisite repairs to correct roots and material toxic to plant growth. Comply with recommendations of local horticultural IRRIGATION DESIGN IN COOPERATION WITH THE LOCAL GOVERNING AGENCY $ damage caused by work of this section shall be at Contractor's expense. testing laboratory results for intended use. Excavation may need to extend beyond the first (CITY AND COUNTY). DIVISION 2 6" of soil on the site. *Approval of this drawings by CVWD Staff does not constitute approval to encroach into SITE WORK district and USBR Rights-of-Way. Trees, plants, walls and permanent structures of any kind may not be planted or Installed In CVWD and USBR easements of right-or-way PLANTING j 6.6 Planting Pit Backfill: Use suitable site topsoil or material generated from plant pit without first obtaining an encroachment permit from CVWD. sexcavation. Remove excess. Do not physically compact material. Water to compact material SPECIFICATIONS in 12" layers. DATE: WATER MANAGEMENT SPECIALISTL705 r 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 -w SECTION 03200 PART 1 GENERAL coloring agent per approved sample. Refer to drawings for color work from damage. Notify Owner for formwork review and finish well as face of wall top and bottom elevations. 1.1 SUBMITTALS or as selected from manufacturers full range. approvals as required. 2. Upon completion of staking, receive Owner approval of � CONCRETE REINFORCEMENT 9 PP q P P 9� PP 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 A. Place expansion, construction, and control joints as indicated on appropriate. products. Euclid 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 - 1.1 QUALITY ASSURANCE: 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 a group® A. Comply with ACI-301, Chapter 5, and AWS-D12.1 except where item specified. non-metallic 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 Architecture � - 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 Environmental Design 1.2 SUBMITTALS section 16. 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. 0 B. ShopDrawings: Show bending and placing of reinforcing. 1.2 QUALITY ASSURANCE 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 ✓'�� r;:: 9 9 P 9 9• p q P 9 Standards: s Include diagrammatic elevations of walls at a scale sufficiently A. match adjacent material or as selected. B. Provide additional reinforcing or jointing required at construction performed by a testing laboratory. 1. ACI-301 and ACI-304 for measuring, mixing, transporting and large to show clearly the position and erection marks of marginal 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. placing of concrete. otherwise noted on the Drawings. C. Reinforcing shall be continuous through construction joints and 2. Tests of cement and aggregates ma be performed to ensure c bars and their dowels and splices and bar arrangement for more 9 g g ly P 2. ASTM C94 for measuring, mixing and delivery of ready mixed than one layer of reinforcing steel in concrete sections. shall be, except that time in mixer after water has been added at 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. Vw J Jr Class B- acrylic type. W. R. Meadows Sealtight VOCOMP-20. or more than 400 square feet in area. Provide shear keys as 3. Four concrete test cylinders shall be taken for every 50 cubic \, a C. Certificates: Submit certified mill test reports for review prior to batch plant is limited to 1-1/2 hours. Exp osed posed Aggregate Concrete Retarder. required. yards (76m3 or less cubic meters) of concrete placed. One fabrication. B. Field Samples: , p type 1. Horizontal: Rugasol-S, Sika Corporation, Lyndhurst, NJ (800) D. Provide Y2 inch wide expansion joint wherever slabs abut cylinder shall be tested after 7 days for information. Test two 1.3 DELIVERY, STORAGE AND HANDLING 1. Provide site sample of each t e of concrete flatwork finish £ showing texture and color, minimum 6'-0" square and one each 222-7452 or Preco EAC-S, Preco, Plainview, NY(800)645-1237. vertical elements whether indicated or not. cylinders after 28 days. Hold one cylinder for additional 817 North Central Avenue A. Shipping: Deliver reinforcement bundled, tagged and marked to 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. P � ph 602.462.9000 fax facilitate sorting and placing. Tags shall indicate bar sizes, 2.3 MIXES masonry walls as required by Structural Engineer. Confirm 4. Take one additional test cylinder during cold weather concreting, � lengths, grade and other information corresponding to markings 2. Construct sample panels in ample time prevent project delay 602.462.9001 g P g g 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 shown on placement diagrams. review. specified. Mix design may be revised according to contractor with 3.4 FINISHING HORIZONTAL SURFACES represents. H o u S T o N / B. Storage and Protection: Store reinforcement off the ground and 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 Architecture 4. Do not remove sample panels until authorized in writing b B. Selection of proportions for normal weight concrete: ACI 301. B. When concrete has hardened sufficiently so that excess fines dispose of legally. PART 2 PRODUCTS P P g Y Interior Design 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 ' 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 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 Marina FAX 310 to ASTM A615, Grade 60, (ASTM A615M, Grade 400)with a tolerances as follows: Where classes are not indicated, 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. Del Rey 827-5292 minimum yield of 60,000 psi (400 MPa)for bars#6 (#20)and Class A. workability. steel trowel again to a hard, burnished surface free of blemishes. B. Protect concrete surfaces from droppings of plaster, paint, dirt, California 310 larger and ASTM A615, Grade 40, (ASTM A615M, Grade 300) 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 90292 827-5009 C with a minimum yield of 40,000 psi (300 MPa)for bars#5 (#15) _A 1/8" in 10'-0" reading of 90 degrees F. (32 degrees C.)or over. operation. lapped and sealed. Maintain covering in good condition until 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. cc I B. Welded Wire Fabric: ASTM A185 using bright steel wire D. Testing: Comply with Section 01400 -Quality Control. Provide (32 degrees C.) temperature. deep cutting, scoring tool to provide scoring as indicated. dw U 11 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 +.a meeting the requirements of ASTM A82. Gauges and dimensions g 1. Incidental labor required to facilitate testing. submitted for approval. Proportion in accordance with appearance and quality. Owner reserves the right to re reject work i- �im as noted on the Drawings. PP P PP q Y1 .�,� 2. Minimum 24 hour advance notice when concrete is to be placed. Manufacturer's recommendations. Deliverytickets shall state the displaying deviations or inconsistencies from the approved (n C. Chairs: Galvanized steel or plastic tipped. 3. Storage facilities for concrete test. �" g amount and kind of admixture. samples. � U 4-1 D. Tie Wire: ASTM A82, 16 gauge (1.6mm)or heavier, black 4. Materials, samples, and access to materials as required for F. Fine, Medium and Heavy Broom Finish: In accordance with •r'I � A �O P q E. Air Entraining Admixture: Concrete such as exterior slabs, annealed. testing. r _ perimeter foundations, and exterior curbs and gutters which will be approved sample. E. Welding Rods: E-70 Series for A615 Grade 40 (ASTM A615M, 5. Provide testing in accordance with the following: subject to freezing temperatures while wet and during the life of 3.5 SPECIAL FINISHES: i�l ''� •� Grade 300 reinforcing, and E-90 Series for A706 reinforcing; low a. All concrete: One set of tests for each 50 cubic aids of General: O .--i � 9, y the structure, shall have a water cement ratio not exceeding 0.53 A. Ge era . � � � V hydrogen conforming to AWS A-5.1. concrete unless otherwise directed by Contractor and approved by 9 and contain entrained air in accordance with ACI 212.3R. 1. Obtain cement and aggregates from a single source for owner.2.2 FABRICATION: o 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 Paragraph 2.01 B, 2.a. color. '$ with local construction conditions and materials. This technical G. Slum 4 inches maximum 2. Place concrete at a maximum slump of 5 inches (127mm). 0. a Make bends for stirrups and ties around pins having diameters at agency shall be other than the testing agency engaged by the p'least 2 times the thickness of the bars; for other bars 1 inch Contractor. H. Color Admix: comply with Manufacturer's printed instructions. Rake concrete into place, screed and float. Do not tamp. B. Exposed Aggregate Concrete Finish: Conform to PCA < (25mm) diameter and smaller, 6 times the thickness; for larger F. Mix designs: Review of mix design by Owner shall in no way PART 3 EXECUTION Publication No. IS171.01A "Exposed Aggregate Concrete." .�I Z ■ bars 8 times the thickness. 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 PART 3 EXECUTIONS pp y 3.1 PREPARATION 1. Horizontal Exposed Aggregate Slabs: Produce by use of - approved b Owner. # > }} 1.3 PROJECT CONDITIONS A. Prior to placing concrete compact sub-grade as necessary to retarder agent applied to concrete surface per manufacturer A. 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 (4.8mm)or as ~ 3.1 EXAMINATION: has been rovided. specified in Earthwork section. determined by approved samples. 0 < 4� A. Determine weldability of reinforcing steel by laboratory chemical 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 Z analysis and weld. Only steel conforming to AWS D12.1. 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 1 3.2 PLACING REINFORCEMENT daily mean temperatures are expected to drop below 40 degrees F 3. Use clean equipment. period of 12 to 24 hours after placement, depending upon W A. General: (4 degrees C). 4. Remove debris and foreign material from forms. temperature and climatic conditions at time of placement. Follow �■. v 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 concreeting as follows. 7. Pre-soak 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 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 other approved devices. leaving the mixer, C. No wood other than built-in bucks or nailing blocks will be would be detrimental to color uniformity. 4. Support bars in footings on precast concrete blocks. The 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. be permitted. d. Take additional measures as directed by concrete supplier. anchors, holes, and blockouts,to be built into concrete. D. Exposed to View Sack Finish: Provide smooth finish for $ B. Lap bars 32 diameters at splices or a minimum of 12 inches 3.2 PLACEMENT OF CONCRETE exposed surfaces, which are to receive an integrally colored, sack (300mm), 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 adjoining horizontal bars at least 6 feet(1.8m). Hook horizontal amended by this Section. Note that not all paths and walkways areas with cement grout and rub smooth. 2.1 MATERIALS may be concrete truck accessible. Repair improvements damaged E. Fishscale: Hard trowel in a consistent size and pattern bars around comers not less than 24 diameters, with a minimum of A. Portland Cement: ASTM C150, Type II, alkali content not to y p P g p 12 inches (300mm) per details. by concrete placement. orientation. Match approved sample. 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, C. Concrete protection of reinforcing shall be not less than: well known acceptable manufacturer, and one plant throughout and ensure sleeving is in place, trenches and subgrade is place pre selected items in framework and trowel to imprint. 1. 3 inches (75mm) where concrete is poured against and project. compacted prior to forming. Secure items in framework prior to pour. Take car to prevent permanently exposed to ground. 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 (38mm)where concrete is poured against forms 1. Structural Concrete: Clean, coarse aggregate and gravel, free grading prior to setting forms. samples. fs but may be in contact with round, #5 and under, 2 inches 50mm from foreign matter, conforming to ASTM C33. Aggregate shall be Y 9 ( ) D. Insure elevation for forms are as shown on Drawings or as 3.6 REPAIR OF SURFACE DEFECTS graded from coarse to fine in accordance with ASTM C33. 100% CD SET for#6 and larger. otherwise field adjusted and approved by Owner. A. Modify or replace concrete not conforming to required lines, Natural (uncrushed)si Size #57 Flowing description: 300 Mix descrip p g 3. 1-1/2 inches (38mm) minimum in exterior face of exterior walls 2. , 1. Horizontal and vertical curves must be smooth with no abrupt detail and elevations. 12/28/04 CITY COMMENTS exposed to weather but not in contact with ground. Sunward Materials Product Code: 203011 or equal. transitions at direction changes. Set forms plumb. B. Repair or replace concrete not properly placed, resulting in Weights per cubic yard (saturated, surface-dry) 2. Set a minimum of 500 linear feet of forms at an time for review, excessive honeycombing and other defects. Receive owner 4. Refer to structural engineers drawing for additional Yield Cu. Ft. y 01/04/05 requirements. ASTM C Type II Low Alkali LB 470 2.39 adjustment and approval. approval to patch, repair or replace concrete. CVWD COMMENTS -a requirements. Clear distance between bars shall be not less than 1-1/2 tifree ASTM C-33, Fine Aggregate, LB 1409 8.62 3. Adjust forms if formwork does not conform to design intent and C. Patching mortar shall consist of same materials and proportions of w ❑❑[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 � otherwise. Water, LB (Gal. U.S.) 296 (35.5) 4.75 specifications. required, seek color manufacturer advise on mixture to produce a 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. o which will prevent segregation of aggregate or loss of material. D. racks caused by expansion, shrinkage and the like that occur other reinforcingsteel, conduits or embedded items. If bars are TOTAL 27.00 Place concrete at such a rate that concrete is at all times plastic in natural color concrete through final acceptance shall be carefully h to exceed code Water reducer: ASTM C-494 Type A Daracem 42.30 oz. ---- ----- moved more than one bar diameter or enough Water reducer: ASTM C-494 Type A WRDA-32 18.80 oz. and to insure a practically continuous flow of concrete. Concrete patched with floorstone, epoxy grouting mortar or other method DESIGN k tolerances, resulting arrangement of bars shall be subject to Water/cement ratio (Ibs./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. Slump (1" tolerance allowed)6.00 in. may be rejected by Owner. 3.7 CURING CONSTRUCTION F. Do not use bars with kinks or bends not indicated. Do not bend 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 a 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 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. CONSTRUCTION o B. Curing shall immediate) follow the finishing operation. Kee ISSUE 'S 3.3 CLEANING: approved by mix designer and Architect. means during placing to prevent void around reinforcement, g y g p p -- - -- --- - 3. During execution of work and upon completion, remove excess 3. Use of calcium chloride or fly ash is not permitted. embedded items and comers of forms. concrete continuously moist for at least 7 days using one of the December 6, 2004 D. Water. Potable. 1. Use vibrators to aid in consolidation of concrete, operated by following materials or methods. materials, equipment and debris and dispose of off premises. E. Coloring Agent: experienced personnel. 1. Polyethylene film securely held in place. LM bL b - Leave work in clean condition. 2. Design forms to withstand action of vibrators. 2. Liquid curing compound applied at a rate of 200 square feet per END OF SECTION 03200 3. Keep one spare operating vibrator on job during concrete gallon (5m2/1) at broom finished concrete, 600 square feet per 4/1 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. # 204139.00 I. Advise Owner when first our has set and is read for inspection. C. Prevent rapid drying of concrete at end of curing period.$ p y p P ry g g Pe DIVISION 3 Do not proceed until aesthetic quality of initial installation has been D. During curing period, protect concrete from damage by accepted. mechanical disturbances; particularly load stresses, heavy shock, CONCRETE and excessive vibrations. Protect finished concrete surfaces from SPECIFICATIONS damage caused by construction equipment, materials or methods. 3.8 FIELD QUALITY CONTROL g A. Review wall preparation and construction according to the following process. Provide 48 hours minimum notice prior to i review. _ ; 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 A. General: At Owner discretion, tests and inspections may be construction. SECTION 04100 q necessary y quality and strength. Laboratory PART 1 GENERAL 3.1 EXAMINATION 12. Fully required as necessa to verify ` � •' MORTAR AND MASONRY GROUT u y grout jambs and head of metal door frames connected to tests shall conform to applicable ASTM standards and tests. A. Examine supporting structure and conditions under which masonry. Fill frames as each 2 feet (600mm)of masonry is laid.PART 1 -GENERAL 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 b a testing laboratory. Testing laboratory, _.p Y 9 ry. g ry, in additiion A. Section Includes: conditions detrimental to proper and timely completion of Work. of the masonry. A. Section Includes: to meeting requirements of ASTM E329, must be a state DOT 1. Concrete masonry unit construction shown on Drawings and Do not proceed until unsatisfactory conditions have been corrected 14. Immediately remove grout or mortar, visible on face of yr.Qu 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 in a manner acceptable to Installer. masonry. specified. Landscape Architecture P 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: 1.2 SUBMITTALS C. Frequency: As determined by Owner based upon total time for 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 construction of masonry with not less than two tests per each level A. Product data: Submit manufacturers literature and specifications Owner. .s A. Mix Designs: P to, reinforcing steel, anchors, flashings, sleeves, frames, structural of masonry construction, foundation to roof or floors. 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 !-/ \ 1. Submit mix designs and samples to Owner for review prior to g �NN, D. Mortar certification and test data that units comply with specified masonry unit Work damaged by frost or freezing. iron. o �,� delivering materials to site or commencing work. 1. Testingr ASTM C780. a. Mortar Mix Design: Furnish in accordance with ASTM C270. requirements. D. Do not use frozen materials or materials mixed or coated with 2. Enclosures for pipes and conduits: 2. For determining hardened mortar properties, prepare 3 test 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 specimens for each test age and property. A strength test shall be 1. Each type of CMU specified. Select units to show range of color admixtures or anti-freeze agents, and do not use calcium chloride to achieve proper level indicated and as directed. \ n id - c independent testing laboratory. Submit comprehensive strength the average of the strengths of the specimens tested at the age and texture. in mortar or grout. b. Do not Cover pipe, conduit chases or enclosures until advised _ data with mix design submittals when pozzolans are used. specified. 2. Complete selection of manufacturer standard and custom 3.02 PREPARATION that Work has been inspected and approved. 1.3 PROJECT/SITE CONDITIONS: 3. Specimens shall be tested at 7 and 28 days. colors. A. Protection: Protect sills, ledges, offsets and other projections 3. Preparation of walls to receive waterproofing: 817 North Central Avenue A. Environmental Requirements: 4. In case of dispute, the mortar proportions must be tested in 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 Phoenix,Arizona 85004 1. Hot Weather Requirements: Wet mortarboard before loading accordance with the Property Specification of ASTM C270. other requirements remains contractor responcibility. 3.03 ERECTION, INSTALLATION, APPLICATION of mortar to achieve minimum 1/8 inch thickness. Steel trowel ph 602.462.9000 fax and cover mortar to retard drying when not being used. E. Grout: C. Shop drawings: Plans sections and details at appropriate. A. General Requirements for Concrete Masonry Walls: surface smooth and flat with a maximum surface variation of 1/8 602.462.9001 ° 2. Cold Weather Requirements: In accordance with 1. Testing per ASTM C1019. Scale to show modular planning, color, patterns and special 1. Workmanship: Provide Standard Level workmanship as defined inch per foot. H O U s T o N / 2. Three test specimens shall constitute one sample. A strength conditions and supplement design drawings. by AMG Standard 107 or state masonry guide standards in project b. Apply waterproofing membrane in accordance with "Recommended Practices and Guide Specifications for Cold T Y N E R test shall be the average of the strengths of the specimen tested at 1.3 QUALITY ASSURANCE locale. manufacturer's recommendations. Ml Weather Masonry Construction" by IMIAC; provide adequate the age specified. 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 3. Specimens shall be tested at 7 and 28 days. 1. Comply with state requirements of Masonry Guild in project indicated on Drawings to tolerances specified in Section 2.3.3.2 of A. La CMU wall a detailed r Architecture y s s de a ed on Drawings for Owner review and n temperature is below 40 degrees F. (4 degrees C.). Temperatures 4. Compression strength will be considered satisfactory if average locale. Reference to Custom, Standard or Economy in this ACI 530.1. approval prior to grouting cells. Notify Owner 48 hour's minimum Interior Design of the separate materials, including water, shall not exceed 140 of three consecutive tests of grout is equal to or greater than Specification shall be as defined in latest edition of AMG Standard 3. Lay concrete masonry unit in such a way that cracks are not prior to masonry review. Modify walls as directed. $ degrees F. (60 degrees C.) when placed in the mixer. When air specified strength and no individual strength test falls below 107. formed at time unit is placed in wall. B. Tests: At Owner discretion, inspection and testing of masonry 13444 Bali Wa cc temperature is below 32 degrees F. (0 degrees C.), maintain specified strength by more than 500 psi (3.5 MPa). 2. Comply with requirements of ACI 530.1/ASCE 6 "Specifications 4. Do not wet units before beingused. Install d units. shall be performed Y dry pe o ed by a testing laboratory. Marina FAX 31 0 mortar temperature on boards above freezing. F. Test reports: Testing Agency shall distribute copies of reports for Masonry Structures", except as otherwise indicated. 5. Adjusting Units: 1. Provide free access to Work and cooperate with appointed firm. to Owner and Controller. B. Regulatory Requirements: Masonry materials and a. Install units level, plumb and straightened into final position 2. Build and test 3 masonry prisms in accordance with ASTM E Del Rey 827-5310 PART 2 -PRODUCTS 3.3 CLEANING workmanship shall meet requirements of building codes, which are 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 10 ° A. During the course of the Work and on completion, remove and applicable to jurisdiction in Project locale. b. Avoid over-plumbing and pounding of comers and jambs to fit than one set of 3 masonry prisms for the project. 90292 827-5009 2.1 MATERIALS dispose of excess materials, equipment and debris away from 1.4 DELIVERY, STORAGE AND HANDLING stretcher units after they are set in position. 3.05 ADJUSTING A. Mortar. premises. Leave Work in clean condition. 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: co END OF SECTION 04100 revert chi in and breakage. 1. Cement: Type II Portland cement conforming to ASTM C150. p pp gbroken or cracks are formed, re-lay unit in new mortar. 1. Point and fill holes and cracks in exposed mortar joints. 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 '�', 0 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. (6mm). '�', •`"� from injurious amounts of dust, lumps, shale, alkali, surface MASONRY ACCESSORIES D. Locate storage files pallets, O g piles, p 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 4� _„1 coatings and organic matter, except that no less than 3 percent nor PART 1 GENERAL material from heavy or unnecessary traffic. carborundum or diamond disc blade saw. When using "wet" brushing or vacuuming. •1MI more than 10 percent shall pass a No. 100 sieve. E. Replace damaged material at Contractor's expense. cutting methods, clean water shall be used on exposed units. allow 4. Prehydrate mortar for pointing by mixing dry ingredients with 4.4 •C.1;4 3. Hydrated Lime: ASTM C207, Type S. 1.5 PROJECT/SITE CONDITIONS units to dry before setting. only sufficient water to produce a damp mass of such consistency A. Section Includes: 0 7" 1 Requirements:4. Water: Clean and potable. 1.1 SUMMARY A. Hot Weather Re q 8. Anchor masonry units facing against or abutting concrete y that it will retain its form when pressed into a ball with hands, but B. Grout: 1. Anchors, ties and reinforcing for masonry. � 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. U 1. Cement: Type II Portland cement conforming to ASTM C150. degrees C.), or when ambient air temperature exceeds 90 degrees built into concrete. 5. Allow mortar to stand not less than one hour nor more than 2 $ YP 9 A. SUBMITTALS F. (32 degrees C.) and wind velocity is greater than 8 mph a. Space anchors not more than 16 inches (400mm)vertically and hours, after which remix with addition of sufficient water to produce � � 2. Aggregate: ASTM C404 and as follows: A. Product Data: Manufacturer's brochures depicting each of the (13km/h), implement hot weather protection procedures as 24 inches 600mm horizontally. $ a. Sand: Size No. 1 for fine aggregate. masonry accessories which will be used prior to delivering ( ) Y satisfactory workability. submitted to Owner. J �- b. Maintain a space not less than '/ inch (12mm)width between 6. Pointing mortars shall be identical to adjacent mortar in similar 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 (1200mm)ahead of masonry and concrete members and keep space free of mortar or joints and finish results shall match and be indistinguishable from Gild a 3. Water: Clean and potable. 1.3 QUALITY ASSURANCE placing block units. other rigid materials to permit differential movement. original mortar used. � Z to Corr 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. � 2.2 MIXES ply with Masonry Guild Standard Practices for project ` ' locale. I� V O A. Mortar: ASTM C270, Type S B. Cold Weather Requirements: necessary and plumb throughout face of wall. 8. Tool to match adjacent joints. x` 1. Measurement: Accurately measure materials by ASTM C270 by 1.4 DELIVERY, STORAGE AND HANDLING 1. Fully protect concrete masonry unit against freezing and C. Mortar Joints: 9. Moist cure for 72 hours. N Tk A. Deliver accessories in original unopened and undamaged Z - the Property Method per Table 2. accumulation of ice by a weather-tight covering. 1. Straight, clean and a uniform 3/8 inch (10mm)thickness on B. Patching: If approved by Owner, patching of exposed masonry i- to packages marked for identification and with name of manufacturer. 2. Do not la concrete mason O 2. Mix cementitious materials and aggregates 3 to 5 minutes in a y masonry unit when temperature of exposed wall face. walls shall be done at conclusion of general work and conform to Q U mechanical mixer. Small amounts of mortar may be mixed by 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. "" .--01 and deterioration. 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 �"'� Z � hand. Adjust consistency of mortar depending on absorptive � W quality of units being laid to satisfaction of mason. PART 2 PRODUCTS � � period after laying, unless adequate protection is provided. indicated. A. Daily Cleaning: Keep walls clean. Immediately remove mortar Q C. Field Measurements: 3. Strike joints flush at surface to receive dampproofing, A mortar and grout spills which will be exposed to view with stiff fiber ` V `�' 3. If mortar begins to stiffen, retemper by adding water within a a 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 altered mortar. �- basin formed by mortar, and remix. 2.1 MANUFACTURERS pp p 4. Use within 1-1/2 hours of initial mixing and no mortar shall be A. Masonry accessories as manufactured by the following measurements. Notify Owner immediately should conflicts arise. will be concealed. B. Remove scaffolding, equipment debris, refuse and surplus Z 2. Proper fit and attachment of concrete masonry unit is required. 4. Solidly fill joints from face of unit to depth of face shell, except material from premises. _ used after it has begun to set or after is has become harsh or manufacturers are acceptable: 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 mason comers subject to injury. 2. Heckmann Building Products, Inc. P ►Y 1 1 lY B. Grout: ASTM C476, Strength Requirement specification. masonry unit installation for placing required blocking, backing, maximum strength is required. B. Carefully cover tops of walls left incomplete at conclusion of 3. Hohmann and Barnard Inc. 1 j g y tarpaulins approved covering. .� 1. Designed by supplier or independent testing laboratory with a furring, conduits and ether items. 6. Butter vertical head joints well and shove these joints tight so da 's Work with to aulins or other a 2.2 MATERIALS minimum compressive strength of 2000 psi in 28 days, unless A. Steel Wire: ASTM A82, diameter as specified for accessory. that mortar bonds well to both units. C. In hot and dry weather, protect masonry against too rapid nd webs d PART 2 PRODUCTS 7. Provide full coverage on bed of face shells a in $ higher strength is required by the Structural Drawings and Notes. B. Flat and Corrugated Sheet Steel: ASTM A446 or ASTM A568. drying. 2. Add sand, pea gravel and cement, then water in a mechanically C. Bar Anchor Material: ASTM A36. surrounding cells to be filled. D. Protect finished Work against freezing for a period of not less2.1 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 operated batch mixer. Grout shall be mixed for a period of at least D. Galvanized Finish: ASTM A153, Class B-2, hot dip galvanized A. General Requirements for Concrete Masonry Unit: mortar is still fresh. 3 minutes after ingredients for the batch are in the drum. The for exterior walls. protective methods required. 1. Meet ASTM C 90, Grade N-I requirements except that when D. Horizontal Joint Reinforcing: END OF SECTION 04220 drum 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 (400mm) 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. q P P percent of a shipment contains slight cracks or small chips not 2. Continuously reinforce first bed joint immediately above and L i f i t R i J B. Joint adder type, galvanized steel rods of width 2 3. Add sufficient water to produce a consistency for pouring B larger than 112 inch (12mm), this shall not be deemed grounds for below openings. Provide reinforcing in second) bed joint above without segregation. inches (50mm) less than wall thickness conforming to UBC Standard 24-15, Part 1. rejection...". and below openings, which extends 2 feet (600mm) beyond each TRACT #: 28818 �. 4. Slump: 10 to 11 inches (250mm to 275mm). 2. Units shall have a maximum linear shrinkage not to exceed side of opening. -� 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 (1 50mm)at splices.5. Use within 1-1/2 hours of initial mixing and use no grout after it 1. Dovetail Anchor: 16 gage (1.2mm)flat sheet steel, one inch method of testin 10096 CD SET has begun to set or after it has become harsh or non-plastic. g 4. Cut and bend reinforcing at comers. (25mm) wide, 5-1/2 inch (140mm) length, designed for use with 3. Unit sizes shall be 8 by 8 by 16 inches (200mm x 200mm x E. Vertical Reinforcing and Bond Beam Reinforcing: 1v28/o4 6. Coarse grout may be used in cavity walls with a horizontal embedded slot or inserts. 400mm) or as shown on Drawings. 1. Place in accordance with requirements of Drawings. 1 CITY COMMENTS dimension of 2 inches (50mm) or more, and in hollow cell 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 (100mm) or more in both horizontal cross section area not less than .25 square inch (6mm2)with ends walls. height of wall at wall ends, comers, intersections,jambs of 01/WD directions. turned up 2 inches (50mm), not less than 16 inches (400mm) long Q CVWD COMMENTS 5. Units not complying with appropriate ASTM Standards, as openings and each side of control joints. Vertical reinforcing shall for 8 inch (200mm) walls nor less than 24 inches (600mm) long for amended b this Specification, y p shall not be laid in wall where match and lap dowels which are at top of footing walls. 12 inch 300mm walls. #� PART 3 -EXECUTION ( ) exposed to view and will be rejected and shall be removed and 3. Use spacers to position reinforcing steel in center of grout at o PART 3 EXECUTION replaced. center of wall as required by code. 3.1 INSTALLATION 6. Provide special block sizes and shapes required or as shown on F. Grouting: A. Installation of mortar and grout as specified under each Drawings. 1. Reinforcing steel is to be in place and inspected before grouting 3.11NSTALLATION 9 9 Q B. Accessory Units: Provide units as required for control joints, starts. � sectionsand in accordance with AMG Standard 108: O A. General: Install masonry accessories as specified under each bond beams, lintels, caps and other locations with a minimum of 2. Vertical cells to be filled shall have vertical alignment to maintain DESIGN EVELOPMENT B. Temperature: Maintain mortar and grout temperature between section and in accordance with AMG Standard 108. block cutting. a continuous cell area.50 degrees F. (10 degrees C.) and 90 degrees F. (32 degrees C.) 1. Section 04220 - Concrete Masonry Units 2.2 ACCESSORIES 3. Keep cell to be grouted free from mor . CONSTRUCTION tar. DOCUMENTS _._ _ rout may be poured by hand bucket, concrete hopper or 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 (1200mm). through a grout pump. Do not wet down grout spaces prior to 3.2 CLEANING BID/PRICING � PACKAGE inches (50mm) less than wall thickness conforming to UBC 5. Grout may be poured by hand bucket, concrete hopper or pouring grout. A. During course of work and on completion, remove and dispose Standard 24-15, Part 1. through a grout pump. CONSTRUCTION of excess materials, equipment and debris away from premises. ISSUE B. Reinforcing Steel: As specified under Section 03200 - Concrete 6. Do not wet down grout space prior to pouring of grout. Leave Work in clean condition. Reinforcement. 7. Stop pours 1-1/2 inches (38mm) below top of cell to form a key December 6, 2004 END OF SECTION 04150 C. Waterproofing: Tremco 'Tremproof 150' waterproofing at pour points. membrane and 150 primer, or equal. 8. Consolidate grout by mechanical vibration during placing before LM D. Mortar and Grout: As specified under Section 04100 - Mortar loss of plasticity in a manner to fill grout space. Grout pours - - - -- and Masonry Grout. greater than 12 inches (300mm) shall be reconsolidated by MS mechanical vibration to minimize voids due to water loss. Grout pours 12 inches (300mm) or less in height shall be mechanically 204139.00# S vibrated, or rodded. 9. Grout barrier below bond beams shall be continuous wire lath or DIVISION 4 other approved material. MASONRY 10. Grout beams over openings and bond beams in a continuous ,- � operation. SPECIFICATIONS L707 � - 4