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HomeMy WebLinkAboutStone Eagle (Church Park) T k t a .. a N 0 E E LE T S N AG CHURCH PARK . (SEESPECIFICATIOINs FOR ADDITIONAL INFO RMATION) GENERAL NOTES: GENERAL NOTES (continued): PLANTING GENERAL NOTES: HARDSCAPE GENERAL NOTES: DEVELOPER / OWNER "-' m y Go h h 0 =• J. THESE CONSTRUCTION DOCUMENTS, INCLUDING ALL PLANS, NOTES, 19. MATCH GRADES, LAYOUT AND ELEVATIONS OF ADJOINING CONTRACTOR SHALL REVIEW PLANTING PLAN WITH LANDSCAPE 1. ALL CONCRETE SIDEWALKS SHALL BE NATURAL GRAY IN COLOR LOWS DEVELOPMENT U , e ARCHITECT PRIOR TO INSTALLATION. UNLESS NOTED OTHERWISE. 0 DETAILS AND SPECIFICATIONS ARE INTENDED TO FACILITATE THE LANDSCAPE WORK BY OTHERS. NOTIFY THE LANDSCAPE ARCHITECT OF p INSTALLATION CONTRACTOR BY PROVIDING GENERAL GUIDELINES FOR CONFLICTS BEFORE PROCEEDING WITH CONSTRUCTION. COORDINATE 74-00 RESERVE DRIVE DESIGN INTENT. IT IS THE GOAL OF THE DOCUMENTS THAT THE WORK IS WITH CONCRETE WORK AND SIGN WORK OCCURRING SIMULTANEOUSLY J. LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVES THE RIGHT 2. ALL CONCRETE LANDSCAPE HEADERS SHALL BE NATURAL GRAY IN INDIA WELLS CA 92210 n ° a TO BE COMPLETED WITHOUT CHANGE ORDERS. ALL QUANTITIES SHOWN/N WITHIN THE PROJECT LIMITS. TO REFUSE ANY PLANT MATERIALS HE DEEMS UNACCEPTABLE. SEE COLOR UNLESS NOTED OTHERWISE. o THE DOCUMENTS ARE ESTIMATES ONLYAND ARE NOT GUARANTEED; THE SPECIFICATIONS. PHONE:(760)674-2262 W w q a 3. ALL HARDSCAPE ELEMENTS, WHETHER OR NOT GRAPHICALLY FAX. (760) 837 4848 o CONTRACTOR SHALL SUPPLY ALL MATERIALS, LABOR AND EQUIPMENT IN 20. IN ADDITION TO SUBMITTING MATERIAL SAMPLES, THE CONTRACTOR ORDER TO FULFILL THE DESIGN INTENT. SHALL PREPARE A 4'X4'SAMPLE PANEL FOR EACH TYPE OF 2. ANY AND ALL SUBSTITUTIONS TO BE APPROVED BY THE LANDSCAPE REPRESENTED ON THIS SHEET, SHALL MAINTAIN THE SAME SPECIFICATIONS CON1 tACT.• NIZAR FARHAT w o CONSTRUCTION MATERIAL, I.E., A) CONCRETE PAVERS, B) EXPOSED ARCHITECT. AS DESCRIBED ON THIS SHEET UNLESS NOTED OTHERWISE. a 2. INTERPRETATION OF THE PLANS AND SPECIFICATIONS SHALL BE MADE AGGREGATE PAVING, C) INTEGRAL COLORED CONCRETE, ETC., FOR CO S U LTANT TEAM BY THE'AUTHOR"OR 'ARCHITECT/ENGINEER-OF-RECORD"OF THE APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED 3. GROUNDCOVER, DECOMPOSED GRANITE, DESERT COBBLE AND/OR 4. REFER TO CIVIL PLANS PREPARED BY THE KEITH COMPANIES (TKC) RESPECTIVE DOCUMENT AND SHALL BE CONSIDERED FINAL. ANY POSSIBLE REPRESENTATIVE PRIOR TO FINAL CONSTRUCTION. GRANITE RIP-RAP SHALL EXTEND UNDER SHRUBS UNLESS OTHERWISE FOR ALL INFORMATION REGARDING ASPHALT AND CURB/GUTTER _ LANDSCAPE ARCHITECT AMBIGUITY SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR PRIOR NOTED ON PLANS. CONSTRUCTION. TO SUBMITTING FORMAL BIDS. ALL CLARIFICATIONS SHALL BE PREPARED IN GREE Y/ PICKETT WRITING BY THE'ARCHITECT/ENGINEER-OF-RECORD"PRIOR TO BIDDING. 4. LOCATE PLANTS AWAY FROM SPRINKLER HEADS, LIGHT FIXTURES AND 5. ALL DETAILS SHALL BE REVIEWED B Y A STRUCTURAL ENGINEER AND 7507 t. MCDONALD DRIVE THE CONTRACTOR SHALL ACCEPT THE INTERPRETATION OF THE DESERT COBBLE AND GRANITE RIP-RA�: OTHER OBSTRUCTIONS. MODIFIED (IF NECESSARY) PRIOR TO CONSTRUCTION. SUITE e ti 'ARCHITECT/ENGINEER-OF-RECORD"AS THE CORRECT AND FINAL INTERPRETATION. ANGULAR GRANITE RIP-RAP 5. FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO THE 6. EXPANSION JOINTS/N CONCRETE PAVING SHALL BE A MAXIMUM OF SCOTTSDALE, ARIZONA 85250 APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE. 20'-0"APART UNLESS NOTED OTHERWISE ON THE PLANS. PHONE: (480) 609-0009 F 3. ANY INCIDENTAL INSTALLATION PROCEDURE, MATERIAL OR EQUIPMENT, 1. INSTALL GRANITE RIP-RAP/N ALL DRAINAGE SWALES, AND WHERE FAX (480) 609-0068 NOT MENTIONED /N THESE CONSTRUCTION DOCUMENTS, THE IND/CA TED ON PLANS. TYPICAL. SIZE OF RIP-RAP SHALL BE 3 -6 SIZED. 6. PLANTING AND/RRIGA T/ON DESIGN MA Y BE MODIFIED TO ADAPT TO 7. CONTRACTOR SHALL SUBMIT SHOP DRA WINGS FOR ALL METAL CONTACT: RICK SCH WARZ SPECIFICATIONS NOR SHOWN ON THE PLANS, WHICH MAYBE NECESSARY REFER TO MATERIALS SCHEDULE FOR COLOR OF GRANITE RIP-RAP. WALK CONFIGURATIONS THAT DIFFER FROM THESE PLANS, OR BECAUSE FABRICATIONS FOR REVIEW BY OWNER AND LANDSCAPE ARCHITECT. FOR COMPLETION AND SATISFACTORY OPERATION OF THE DESIGN SYSTEM CONTRACTOR SHALL SUBMIT SAMPLES TO LANDSCAPE ARCHITECT FOR OF GRADE LIMITATIONS ON SITE. SHALL BE FURNISHED AND INSTALLED (AS BASED CAN INDUSTRY REVIEW AND APPROVAL PRIOR TO INSTALLATION. 8. GRIND ALL WELDS SMOOTH. CIVIL ENGINEER STANDARDS) AS THOUGH SHOWN OR PROVIDED FOR. 7. FINISH GRADE OF ALL PLANTING AREAS IS TO BE2 BELOW ADJACENT THEf(E/TH COMPAN/ES KC NATIVE DESERT COBBLE PAVING. 9. CONTRACTOR SHALL SUBMIT A SAMPLE Of THE METAL FINISH FOR (7 4. EXISTING CONDITIONS AND BASE INFORMATION ARE BASED ON PLANS APPROVAL PRIOR TO CONSTRUCTION OF ANY METAL WORK. SAMPLE 73733 FRED WARKNG DRIVE PREPARED BY: 'THE KEITH COMPANIES"(TKC). PECONTRACTOR WIL BE RE REQUIRED T PR 8. WATER TEST ALL TREE PLANTING HOLES PRIOR TO PLANTING. IF TREE FINISH WILL BE PROVIDED BY L.A. OR DISCUSSED IN PRE-BID. SUITE I'I00 1. THE LANDSCAPE L QU O PROVIDE AND HOLE DOES NOT DRAIN, DO NOT PLANT, SEE HARDPAN DETAIL. SPREAD A NATIVE DESERT COBBLE MIXTURE. AN EXAMPLE AREA WILL BE PALM DESERT, CA 92260 5. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWING PROVIDED AT THE PRE-BID MEETING FOR REVIEW. CITY OF PALM DESERT NOTES: PHONE: (760) 346-9844 ARE APPROXIMATE. NEITHER THE OWNER, NOR THE LANDSCAPE 9. CONTRACTOR SHALL BE RESPONSIBLE FOR FULL IRRIGATION : 760 ARCHITECT, NOR THE LANDSCAPE ARCHITECT'S SUB CONSULTANTS 2. NATIVE DESERT COBBLE IS REQUIRED IN ALL PLANTING ARRAS EXCEPT COVERAGE OF ALL PLANT MATERIAL. �. THE CITY OF PALM DESERT RESERVES THE RIGHT TO ADJUST PLANT COUNT BASED ON FAX ( ) 346-9368 ASSUMES ANY RESPONSIBILITY FOR UTILITIES OR STRUCTURES NOT SHOWN AREAS OF TURF AND GRANITE RIP-RAP. REFER TO PLANTING PLANS. FIELD CONDITIONS AND OBSERVATIONS. CONItACT: BERNY ZAMBRANA •Z3 OR NOT/N THE LOCATION SHOWN ON THE DRAWINGS. CONTRACTOR 10. REFERENCE CIVIL ENGINEERING DRAWINGS FOR GRADING AND SEE CIVIL ENGINEERING PLANS. DRAINAGE FLOWS, LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE APPRO D - --� SHALL VERIFY THE EXACT LOCATION OF UTILITIES PRIOR TO 8 :, O CONSTRUCTION. CONTRACTOR SHALL USE EXTREME CAUTION WHEN 3. THE CONTRACTOR/S RESPONSIBLE FOR VERIFYING NAT/V DESERT THAT THESE PROVIDED FOR AND NOT IMPAIRED WITH BMITTALS REVISIONS FINAL LANDSCAPE C GE f �' k �'�- F► "�- WORK/NG OVER OR NEAR EXISTING GAS MAINS. SPECIAL PRECAUTIONS COBBLE/ANGULAR GRANITE RIP-RAP QUANTITY W/TH OWNER AND OBSTRUCTIONS. DA � C "s"� T`� DEVELOPMENT L 6 fl: •� SHALL BETAKEN WHEN INSTALLING TREES NEAR EXISTING ELECTRICAL SECURING AMOUNT REQUIRED. 0 1o/�/os Tsr CITY REVIEW LANpsCppEMMtAG'@! '� `��' '� 1�v: SWITCH PADS AND UTILITY EASEMENTS. 11. ACCURATE LAYOUT OF TREES IS ESSENTIAL. PAINT LOCATION OF s p , . ..-; . r s . T,�E�LETTER r` TREES IN LANDSCAPE AREA AND HAVE OWNER'S REPRESENTATIVE A 12/20/05 2nd CITY REVIEW �•• - a.1+at), ®ST A F �`c F4:� ;Vi 6. THESE NOTES ARE TO BE USED FOR GENERAL REFERENCE IN APPROVE PRIOR TO DIGGING HOLES. 00/00/05 REVIEW SUBMITTAL CONJUNCTION WITH AND AS A SUPPLEMENT TO THE WRITTEN A oo/oo/os REVIEW suBMrrrAL 6 O SPECIFICATION, APPROVED ADDENDUMS, AND THE CHANGE ORDERS AS GRADING GENERAL NOTES: 12. CONTRACTOR SHALL ADD TOPSOIL AMENDMENTS IN TURFAREAS AS �r T, �,,<R c •aF rcv,T nr r� � 0 00/00/05 REVIEW SUBMITTAL Q� ASSOCIATED WITH THESE LANDSCAPE CONSTRUCTION DOCUMENTS. SPECIFIED/N PART 2 OF THE PLANTING SPECIFICATIONS. REFER TO ----_.__.. ' 7 L A 1. CONTRACTOR/S TO REVIEW THE SITE/N THE FIELD PRIOR TO BIDDING PUNTING SPECIFICATIONS FOR FURTHER INFORMATION ON SOIL ABBREVIATIONS: SHE INDEX � i � 7. SHOULD THE CONTRACTOR HAVE ANY QUESTIONS REGARDING THESE TO DETERMINE THE EXTENT OF FINE GRADING ACTIVITIES REQUIRED. PREPARATION AND SOIL MIXES. w O PLANS OR SHOULD THERE BE ANY DISCREPANCIES, HE SHALL CONTACT 2. CONTRACTOR SHALL GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY @ = AT R = RADIUS COVER SHEET LO.O THE LANDSCAPE ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING 13. ALL HYDROSEED PLANTING AND ANY DISTURBED AREAS TO RECEIVE O R = PROPERTY LINE RG = ROUGH GRADE PLANT MATRIX L 1.0 U ` FURTHER. FROM ALL RESIDENCES. REVIEW ENGINEERS PLAN FOR DRAINAGE. FINE GRADE OF NATURAL SOIL AND DESERT COBBLE TO REPRESENT THE = CENTER LINE SHT = SHEET O -> NATURAL DESERT FLOOR ADJACENT TO THE PROJECT. EA = EACH SIM = SIMILAR LAYOUT, PLANTING, IRRIG. PLAN L2. 1 8. ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS AND PER 3. FINISH GRADING SHALL BE BY THE DIRECTION OF THE LANDSCAPE ARCHITECT ' " PLAN1`ING DETAILS L3. 1 . 14. CONTRACTOR SHALL APPLYPERMEON OR APPROVED EQUAL TO EJ = EXPANSION JOINT STA = STATION GOVERNING CODES AND/OR ORDINANCES. EQ = EQUAL TC = TOP OF CURB IRRIGATION DETAILS L4. 1 MATCH ALL ROCK OUTCROPPINGS AND AREAS DISTURBED BY FG = FINISH GRADE TF = TOP OF FOOTING SPECIFICATIONS L5. 1-L5.2 9. THE CONTRACTOR SHALL PROVIDE BARRICADES AND TRAFFIC CONTROL 4. LANDSCAPE ARCHITECT SHALL APPROVE GRADING PRIOR TO GRADING/CONSTRUCTION EQUIPMENT WITH THE ADJACENT NATURAL FL = FLOW LINE TP = TOP OF PILASTER ALONG PUBLIC STREETS, IF REQUIRED, DURING INSTALLATION. PLANTING. DESERT VARNISH. FS = FINISH SURFACE TR = TOP OF RETAINING i GRD BRK = GRADE BREAK TSW = TOP OF SIDEWALK J0. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPORT TO THE OWNER'S 5. GRADING FOR THIS PROJECT INCLUDES THE FOLLOWING:'' 15. CACTI TO BE PLANTED 3'MINIMUM AWAY FROM ALL PEDESTRIAN HP = HIGH POINT TV = TOP OF VIEW WALL AUTHORIZED REPRESENTATIVE ANY DISCREPANCIES BETWEEN THE PLAN ROUTES. MAX = MAXIMUM TW = TOP OF WALL RECEIVED AND FIELD CONDITIONS PRIOR TO INSTALLATION OF THE WORK. A) FINE GRADING OF EXISTING ROUGH GRADES/S REQUIRED TO MIN = MINIMUM TYP = TYPICAL PROVIDE SMOOTH, EVEN GRADE TRANSITION/N LANDSCAPE AREA. 16. CACTI TO BE WELL ROOTED, NON SCARRED PLANTS. NIC = NOT IN CONTRACT 0.00 = PROPOSED GRADE Ft3 2 0 2�11-16 I 11. BEFORE WORK BEGINS ON THE PROJECT, THE CONTRACTOR SHALL 8) CREATION OF LOW MOUNDS IN THESTREET LANDSCAPEAND NTS = NOT TO SCALE (0.00) = EXISTING GRADE COMMUNITY OPEN SPACE AREAS. 17. CACTI TO BE PLANTED TO MAINTAIN ORIGINAL SOLAR ORIENTATION. �'TM``c sE REVIEW THE PROJECT WITH THE LANDSCAPE ARCHITECT AND/OR THE ' " P' } N I OWNER S AUTHORIZED REPRESENTATIVE. THE LANDSCAPE ARCHITECT 6, IMPORTING AND PLACING "OFF-SITE 3/8"MINUS TOPSOIL"IN THE 18. IF CACTI VARIETIES OR QUALITY ARE NOT AVAILABLE WITHIN THE AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL APPROVE ANY PROJECT SITE MAP: - OR ALL CHANGES PRIOR TO THE START OF WORK. FOLLOWING AREAS: COACHELLA VALLEY, THE CONTRACTOR WILL ACQUIRE THEM FROM AR/ZONA AND DELIVER THEM TO THE SITE. ' 12, CONTRACTOR/S RESPONSIBLE FOR VERIFYING AND COORDINATING AJ TURF AND ANNUAL AREAS (6 DEPTH). _ _ _ _ _ _ _ __ _ _ B) PLANT BACKFILL (CAN BE SCREENED ON-SITE SOIL). 19. ALL CACTI ARE TO BE HAND WATERED AS REQUIRED FOR THE I _ EXISTING SITE CONDITIONS. I I I I DURATION OF THE MAINTENANCE PERIOD. ANY PUNT MATERIAL IN THIS / Church Pork. J3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL 7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY(tALICHE CATEGORY THAT DIES DUE TO IMPROPER WATERING SHALL BE REPLACED _ _ _ _ _ _ _. __ __ _ _ _ I 0 ENCOUNTERED ON SITE AT NO ADDITIONAL COST TO THE OWNER. WITH SAME VARIETY AND SIZE OF CACTI BY THE CONTRACTOR AT NO NECESSARY PERMITS ASSOCIATED WITH HIS/HER WORK. LOWE DEVELOPMENT SHALL NOT REIMBURSE FOR THE COST OF PERMITS. ADDITIONAL COST. I I I 8. ON-SITE AND OFF-SITE TOPSOIL SHALL CONFORM TO CONTENT I I L _ - - - - _ _ _ _ 20. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOT revisions: REQUIREMENTS AS SPECIFIED/N PART 2 OF THE PLANTING 14. THE CONTRACTOR SHALL NOTJFYALL UTILITY COMPANIES, WITH UTILITIES Mohre„o►Ke _ SPEC/F1CATlONS. SHOWN ON DRAWINGS. _ - - = �► �s�� AGRONOMY TEST SUBMITTALS ARE REQUIRED FOR ALL _ 0 ON SITE, PRIOR TO THE CONSTRUCTION OF THE PROJECT. THE - CONTRACTOR SHALL ADHERE TO ALL APPLICABLE LOCAL, STATE, AND OR MATERIAL USED FOR TOPSOIL AND BACKFILL. SUBMIT REPORT TO 0 FEDERAL LAW OR REGULATIONS PERTAINING TO THE PROJECT. LANDSCAPE ARCHITECT FOR REVIEW. 21. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR GRADING ALL AREAS _- Moh,EnW Q AT THE DIRECTION OF THE LANDSCAPE ARCHITECT TO CREATE A - / ='� - 9. CONTRACTOR SHALL SUBMIT FOR APPROVAL AN AGRICULTURAL NATURALLY UNDULATING GROUND PLANE. \�` -r �� Cua dxo„:•< pR ject 15. CONTRACTOR SHALL PROPERLY COORDINATE HIS WORK WITH OTHER �__�_�- ----- LL C00 CONTRACTOR'S WORK PRIOR TO INSTALLATION. THE CONTRACTOR SHALL SUITABILITY AND CHEMICAL ANALYSIS OF PROPOSED IMPORT SOIL. C� _� � / �� scale: BECOME FAMILIAR WITH THE LOCATIONS OF EXISTING AND FUTURE 22. TREES SHALL BE PLANTED A MINIMUM OF 10-0 FROM STREET LIGHTS/ ' �`.� � LCC NIA o yi� `�� Issued for. UNDERGROUND SERVICES AND IMPROVEMENTS WHICH MAY CONFLICT 10. FINISH GRADE REFERS TO TOP OF SOIL ELEVATION WITHOUT GRAVEL FIRE HYDRANTS, 6-0 FROM EDGE OF UNDERGROUND PIPELINES AND A P, / MULCH (DECOMPOSED GRANITE/DESERT COBBLE). MINIMUM OF 5'--0"FROM WALKS CURBS AND WALLS. SHRUBS SHALL BE ,'� cwwror� - �• .2nd CityReview WITH THE WORK TO BE DONE. NOTIFY THE OWNER'S AUTHOR/ZED ��-'C% ``fit _ l , � % drawn by: REPRESENTATIVE/MMED/ATEL Y SHOULD A CONFLICT ARISE. PLANTED A MINIMUM OF 3-0 FROM CURBS AND WALKS. �` / �� Team f , =k date 16. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO 23. ALL SPECIMEN TREES TO BE FIELD LOCATED BY LANDSCAPE ��e 12/20/05 PROTECT EXISTING IMPROVEMENTS AND THE PUBLIC FROM DAMAGE ARCHITECT OR OWNER'S REPRESENTATIVE. SEE PLANT MATRIX SHEETS L2.l -= ' e "` drawing: THROUGH L2.3. Cover Sheet THROUGHOUT CONSTRUCTION. r Lakefeolure f 17. CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGES LAYOUT & POTHOLING: 24. ALL QUANTITIES SHOWN IN PLANT LEGEND ARE FOR THE LANDSCAPE IMPOSED, UNINTENTIONALLY OR ACCIDENTALLY TO EXISTING UTILITIES, ARCHITECTS ESTIMATING PURPOSES ONLYAND ARE NOT GUARANTEED. RE WALL R OTHER AMENITIES DUET F THE 1. CONTRACTOR/S REQUIRED TO ADEQUATELY POTHOLE TO DETERMINE CONTRACTOR SHALL PREPARE HIS OWN QUANTITIES TO FULFILL THE x o \/ / / l sheet# STRUCTURES, S, O O , O THE ACTION O _ Res/deniki► CONTRACTOR, CONTRACTOR'S EMPLOYEES AND/OR THE CONTRACTOR'S EXACT LOCATION AND DEPTH OF ALL UTILITY LINES. LOCATIONS AND INTENT OF THE DRAWINGS. QUANTITIES LISTED REFLECT TOTAL QUANTITIES ---- 1 ,� SUBCONTRACTORS. DAMAGE OCCURRED DURING THE CONTRACTOR'S DEPTHS ARE TO BE VERIFIED BY OWNER REPRESENTATIVE, THEN PAINTED FOR THE PROJECT AND ARE NOT SPECIFIC TO EACH SHEET C nm 4W 4L0 * 0 R de,nd OPERATION SHALL BE REPAIRED, AT THE EXPENSE OF THE CONTRACTOR, ON GROUND SURFACE AND MAINTAINED UNTIL ALL TREES ARE PLANTED _�` �fl;'=: _ . TO THE SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. AND IRRIGATION INSTALLED. 25. THE CONTRACTOR SHALL INSTALL ARBOR GUARDS AT ALL TREES - - - - - - - - - - +e"w v. � � C�� � = Of 7 18. STAGING AREAS ARE TO BE COORDINATED WITH THE OWNER'S 2. VERIFY CONDUIT SWEEPS PRIOR TO DIGGING TREE PITS AROUND ALL LOCATED IN TURF AREAS. NORTH 26. CONTRACTOR TO PRO VIDE AGRONOMY TESTING FOR THIS SITE AND ' N.T.S." REPRESENTATIVE. UTILITIES. COMPLY WITH TESTING LAB'S RECOMMENDATIONS FOR BACKFILL MIX. ` Copyright©�by Greey I Pickett Professional Corp. C: PLANT MATRIX. "CHURCH H PLANT 0U ARK1� Native Palette N � Z3 c H A r 0 C Total SToV� f_A �U.= L 00 0.339 Ac. 0.339 Ac. y o Botanical Name Common Name 14,756 s.f. 14,756 s.f. 5 h a Water NOTE: uses Trees(FIELD LOCATED)NOT APPLICABLE Size Plant Quantities Remarks - O o 0 . PLANT SYMBOLS L Cercidium floridum Blue Pale Verde From Salvage or as noted per plans U o p ly (TREES INSTALLED PER g p p n REPRESENT SPECIMEN L Cercidium micro h Ilum Foothills Palo Verde From Salvage or as noted per Ions � � a M Chilopsis lineads Desert W11ow As per min.mitigation requirements o o, c MATERIAL. ADDITIONAL L Olneya tesota Ironwood PLANTING SHEETS) From Salvage or as noted per plans w CONTAINERIZED M Prosopis velutina Native Mesquite per plan 100 10,000 From Salvage or as noted per plans MATERIAL, AS F+-� INDICATED ON SHEET Total number of pants per zone 00 L1.0, SHALL BE FIELD Average on center spacing per zone In feet v LOCATED. Large Shrubs Size Plant Quantities Remarks p� L Acacia greggrT Cat's Claw Acacia 5 gal 95 9,025 2 1 2 From Salvage or as noted per plans L Callandra califomica Red Fairy Duster 5 gal 85 7,225 3 3 U L Celtis pallida Desert Hackberry 15 gal 105 11,025 2 2 NOTE: •. L Cordia boissied Texas Olive 15 gal 95 9,025 2 2 2. HATCH PATTERN M Dalea(Psorothamnus)spinosa Smoke Tree 15 gal 95 9,025 2 2 ti INDICATES AREA OF M Dalea(Psorothamnus)spinosa Smoke Tree 24'box 95 1 9,025 2 2 NATIVE REVEGETATION L Hyptis emoryl Desert Lavender 15 gal 95 9,025 2 2 FROM CONTAINERIZED ;•;; L Hyptis emoryll Desert Lavender 24'box 95 9,025 2 2 PLANT MATERIAL. '';•;• L Justicia califomica Chuparosa 5 gal 80 6,400 3 3 F L Larrea tridentata Creosote Bush 15 gal 70 4,900 4 4 From Salvage or as noted per plans ` ,; •••,•, L Larrea tridentata Creosote Bush 24"box 70 4,900 4 4 From Salvage or as noted per plans rnn M Muhlenbergia lindheimed Autumn Glow'Deer Grass 5 gal 110 12,100 2 2 M Rhus ovata Sugar-Bush 5 gal 95 9,025 2 2 0 PdNEWAL JAIE • L Salvia clevlandl Chaparral Sage 5 gal 85 7,225 3 3 L Simmondsia chinensis Jojoba 5 gal 75 5,625 3 3CAL q�` \E( P ;. L Simmondsia chinensis Jojoba 15 gal 75 5,625 3 3 M Tecoma scans'orange jubilee' Tecoma SP.'Orange Jubilee 5 al 95 9,025 2 2 ...... Total number of plants per zone 43 43 Average on center spacing per zone In feet 19 Medium Shrubs Size Plant Quantities Remarks L Anlsacanthus thurberi Desert Honeysuckle 5 gal 80 6,400 3 3 M Bebbie juncea Sweet Bush 1 gal 80 6,400 3 3 L Buddleja(buddle)a)marrubifolia Wooly Butterfly Bush 5 gal 70 4,900 4 4 ;.;.;.;. L Cordia parvifolia Little Leaf Cordia 5 gal 70 4,900 4 4 0 .. M Delea frutescens'sserra Negra' Dalea'Cerro Negra' 5 gal 60 3,600 5 5 ;.;.;. L Encilla farinosa Brittlebush 1 gal 65 4,225 4 4 M Erigerron divergens Fleabane 1 gal 70 4,900 4 4 V ;•;;;;;; L Hymenoclea salsola Cheese bush 1 gal 80 6,400 3 3 � L Leucophyltym laevigatum Chihuahuan Sage 5 gal 70 4,900 4 4 n` M Lotus rigldus Desert Rock Pea 1 gal 65 4,225 4 4 Q) M Muhlenbergia dgens Deer Grass 5 gal 65 4,225 4 4 M Tagetes lemonis Mt.Lemon Marigold 1 gal 70 4,900 4 4 Q L Vi uiera deltiodea Golden eye 1 gal 75 5,625 3 3 •,•,,.; Total number of plants per zone 49 49 q Average on center spacing per zone In feet 17 `r T-,v CL Small Shrubs Size Plant Quantities Remarks Q U L Ambrosia deltoidea Triangle Leaf Bur-Sage 1 gal 35 1,225 13 13 O t` -t� L Calliandra eriophylla Pink Fairy Duster 5 gal 45 2,025 8 8 L Ericamerla laricifolia Turpentine Bush 1 gal 45 2,025 8 8 V M Salvia leucantha Mexican Bush Sage 1 gal 65 4,225 4 4 V L Sphaeralcla ambi ua Globemallow 1 gal 40 1,600 10 10 Total number of plants per zone 43 43 Average on center spacing per zone in feet 19 • Accents Size Plant Quantities Remarks rj L Asclepius subulata Desert Milkweed 5 gal 55 3,025 5 5 VMi L Balleya mutiradiata Desert Marigold 1 gal 35 1,225 13 13 t • L Ephedra aspera Mormon Tea 5 gal 65 4,225 4 4 , 1� M Penstemon eatonii Firecracker Penstemon 1 gal 95 9,025 2 2 ' ,•,',, M Penstemon Palmeri Palmer's Penstemon 1 gal 95 9,025 2 2 Syr M Penstemon superbus Superb Penstemon 1 gal 95 9,025 2 2 .., M Penstemon thurberi Thurber's Penstemon 1 gal 95 9,025 2 2 L Psslostrophe coppers Paper Flower i gal 40 1,600 10 10 M Zinnia randiflora Prairie Zinnia 1 al 45 2,025 8 tt Total number of plants per zone 48 48 Average on center spacing per zone In feet 18 ,,, Groundcover Size Plant Quantities Remarks M Dalea capitata'Sierra Gold' Delea'Sierra Gold' 5 gal 40 1,600 10 10 M Oenothera beriandied Mex.Evening Primrose 1 gal 30 900 17 17 L Oenothera caespitosa Tufted Morning Glory 1 gal 35 1,225 13 13 M Verbena gooddingli Gooddin 's Verbena 1 gal 30 900 17 17 revisions: Total number of plants per zone 57 57 Average on center spacing per zone In feet 16 je ;,: pro ct#: ;, Cactus/Succulents Size Plant Quantities Remarks LRCOG/ \ ....... L Agave desertsi Desert Agave 5 gal 70 4,900 4 4 L Agave parryls Parry's Agave 5 gal 80 6,400 3 3 scale: L Aloe variegata Varigated Aloe 1 gal 85 7,225 3 3 NSA issued for. ;.;.;.: L Daisylrion wheeled Desert Spoon,Sotol 5 gal 85 7,225 3 3 2nd City Review L Ferocactus acanthodes Barrell Cactus bare root 85 7,225 3 1 3 L Fouquierla splendens Ocotllo(Bare Root) 8-12 Cane 85 7,225 3 3 From Salvage or as noted per plans drawn by:Team ;'.;. L Opuntia basilaris Beavertail Cactus 5 gal 85 7,225 3 3 Un-Scarred date: L Opuntia bigelovl e: Teddy bear Cholla 5 gal 65 4,225 4 4 2/20/0 •;;; L Opuntia engelmannii Engelmann's Pdcldy Pear 5 gal 75 5,625 3 3 Un-Scarred drawing: L Opuntia microdasys Bunny Ear Opuntia 5 gal 75 5,625 3 3 Un-scarred Plant Matrix L Opuntia phaecantha Prickly Pear Cactus 5 gal 105 11,025 2 2 Un-Scarred L Opuntia ramosissima Pencil Cholla 5 gal 85 7,225 3 3 M Pedilanthus macrocarpus Slipper Plant 5 gal 90 8,100 2 2 L Stenocerus thurberi Organ-Pipe Cactus 24'box 105 11,025 2 2 L.A.to approve Specimen L Yucca Baccata Banana Yucca 15 gal 75 5,625 3 1 3 sheet# Total number of plants per zone 1 44 44 •• Average on center spacing per zone in feet 1 18 6� 0 E 111 .. Ll • 0 2 of 7 C!l'1t7F PALM c'26 r,1' Copyright Q 20M by Greey I Pickett Professional Corp. -_ __ __ _ _ _. _. _. _. _ _ _ ____ _. __ _ __ _ _ _ _.. _.. _ _ ___ _. __ _.. .__. _ __ _. _. . ___.__. _ �._..__ __.._. __. _ __ _.. .__ .__ _______ _._._ --_, ___ ._ _ _.._ .___...___r..___ _. _ _... __ T _ __ _ _ r N N C CD 11 Electrical Control Wiring: '- 1.05 DELIVERY,STORAGE and HANDLING , F : .tr 1.Low Voltage: Valve Boxes: N Deliver,unload,store and handle materials,packaging,bundling,products,in dry conditlons,or a weatherproof manner,to prevent damage, a. Electrical Control Wire-AWG OF UL approved No.14 gauge direct-burial copper wire for all control wares,and No.14 gauge direct-burial _0 PART I - GENERAL breakage,deterioration,intrusion,ignition,and vandalism. Deliver In original unopened packaging containers prominently displaying manufacturer copper wire for all common wires. 1.Install one valve box for each type of valve installed as detailed flush with grade for all sodded areas,and above-grade for all seeded areas. name,volume,quantity,contents,instructions,and conformance to local,state,and federal law. Remove and replace cracked,broken, b.Wire Colors: 2.Valve box extensions are not acceptable. 1�_ >' or contaminated items or elements prematurely exposed to moisture,inclement weather,snow,ice,temperature extremes,fire,or job site damage. 1)Control Wires-Red. 3.Install gravel sump after compaction of all trenches. Valve box to rest on gravel sump. Place final portion of gravel inside valve box after �_ 1.01 WORK INCLUDED 2)Common Wires-White. valve box is backfilled and compacted. I-- •C: Handling of PVC Pipe-Exercise care in handling,loading and storing of PVC pipe. All PVC pipe shall be transported in a vehicle which allows 3)Master Valve Wires-Blue and yellow. " " " L1J ° 0 Work of this Section generally includes a provision of an underground irrigation system including the following: the entire length of pipe to lie flat so as not to subject it to undue bending or concentrated external loads. All sections of pipe that have been 4.Install Christy"stainless steel or 2.5 x 5 plastic valve label tags for each valve box(1-800-258-4583). Entire controller&station number shall be � ! o dented or damaged shall be discarded,and if installed,shall be removed and replaced with new piping. 4)Future Wires-Same as control and common wire(labeled at terminations). Two per controller unless noted,at each extreme end. printed on each to Letter and number size shall be no smaller than 118 inch and no greater than 1/4 inches. Label each valve box as follows: �L ; '4 o 1. Trenching,stockpiling excavation materials,and refilling trenches. g g 2. Complete systems including but not limited to piping,backflow preventer,assemblies,valves,fittings,heads,controller wiring,and c.If multiple controllers are utilized,and wire paths of different controllers cross each other,both common and control wires from each 00 0"controller shall be different colors approved b Consultant. a.Control valves-Controller letter and station number. U � " d e final adjustments to ensure efficient coverage as determined by Consultant. 1.06 JOBSITE CONDITIONS PP y b.Quick Coupler Valves-Label"QCV." - O S: o 3. Water connections. Protection of Property: d.Control wire connections and splices shall be made with 3M direct-bury splice,SureSplice SK 12-14 connectors,or approved similar dry " U k. N a 4. Replacements of unsatisfactory materials. splice method. c.Wire Splices-Label wire splices with the letters"W.S. 5. Clean-up,inspection,and approval. 1.Preserve and protect all trees,plants,monuments,structures,and paved areas from damage due to Work in this Section. In the event d.Drip Piping Blow-out Stubs-Controller letter and station number of each drip piping blow-out. n q a 6. Tests. damage does occur,all damage to inanimate items shall be completely repaired or replaced to the satisfaction of the Owner. All injuries 2.High Voltage-Type required by local codes and ordinances,of proper size to accommodate needs of equipment serviced. e.Ball Valves-Label with letters"BV"typical. � � o „ Q to living plants shall be repaired by the Owner,and all costs of such repairs shall be charged to and paid by the Contractor. " � b n o f.Air-Relief Valves-Label with letters ARV"typical. w 1.02 REFERENCES Sprinkler Heads-As shown on drawings. Purple caps or nozzles for Reclaimed Water use. � a ' 2.Protect buildings,walks,walls,and other property from damage. Flare and barricade open ditches. Damage caused to asphalt,concrete,or g.Manual Drain Valve-Label with letters"MDV" v Z o Perform Work in accordance with requirement of Conditions of the Contract and Division 01-General Requirements as well as provisions of all other building material surfaces shall be repaired or replaced at no cost to the Owner. Restore disturbed areas to original condition. Electric Control Valves-As noted on drawings. Purple handles for Reclaimed Water use. h.Pressure Reducing Valves-Label with letters"PRV" typical. w �; o y o applicable laws,codes,ordinances,rules and reeggulations. Conform to requirements of reference information listed below,except where Pipe bedding material-Construction race sand approved b Consultant. i.Flow Sensors-Label with letters"FS" typical.more stringent requirements are shown or specified in Contract Documents. Existing Trees: P g g pp y typ -It t" a 1.American Society for Testing and Materials(ASTM)-Specifications and Test Methods specifically referenced in this section. 1.All trenching or other Work under limb spread of any and all evergreens or low branching deciduous material shall be done by hand Automatic Controller-As shown on drawings. 5. Install"Tan"colored valve boxes in all locations where valve box is located in a decomposed granite planting area. Install"Green"colored valve boxes � � 2.Underwriters Laboratories(UL)-UL Wires and Cables. or by other methods so as to prevent damage to limbs or branches. where valve box is located in turf grass areas. These guidelines are typical of all installations unless water source is effluent. In that case all valve tj Backflow Preventer-As shown on drawings. boxes no matter the location are to be purple in color and meet all applicable codes and ordinances. (41) 2.Where it is necessary to excavate adjacent to existing trees,use all possible care to avoid injury to trees,and tree roots. Excavation in areas Backflow Preventer-Install as detailed on Drawings. R, 1.03 QUALITY ASSURANCE where 2 inch and larger roots occur shall be done by hand. Roots 2 inches and larger in diameter,except directly in the path of pipe conduit, Manual Drain Valve- As shown on drawings. 9 �3 shall be tunneled under and shall be heavily wrapped with buriap to prevent scarring or excessive drying. Pump Station-Install as detailed on Drawings. v Installer Qualifications-Installer shall have had considerable experience and demonstrated ability in the installation of irrigation system(s) Air-Relief Valve-As shown on drawings. r_1 of specified type(s)in a neat,orderly,and responsible manner in accordance with recognized standards of workmanship. To demonstrate ability, Electric Control Valves: 'r3 experience,and financial stability necessary for this project,submit if requested by Consultant,prior to contract award the following: Trenches adjacent to trees shall be dosed within 24 hours,and when this is not possible,the side of the trench adjacent to the tree shall Pressure Reducing Valve-As shown on drawings. Install top of cross handle a maximum of 3 inches below finished grade where shown on Drawings and as detailed. When grouped together,allow a minimum Z be kept shaded with moistened burlap or canvas. 1.List of 3 projects completed in the last 2 years of similar complexity to this Project. Description of projects shall include: Master Control Valve- As shown on drawings. of 12 inches between valve box sides. Space control valves accordingly. Install each remote control valve in a separate valve box. Install valve boxes a.Name of project. flush with grade. When parallel to roadway,sidewalk or other permanent element or structure,control valve and box are to be installed perpendicular b.Location. Protection and Repair of Underground Lines: Flow Sensor and Monitor or Transmitter-As shown on drawings. to element or structure,spaced equally. c.Owner. 1.Request proper utility company to stake exact location(including depth)of all underground utilities. Take whatever precautions necessary d.Brief description of work and project budget. to protect these underground lines from damage. In the event damage does occur,all damages shall be repaired by Contractor unless Pump Station-As shown on drawings. Main Line Ball Valves-Install as detailed on Drawings. 2.Current company financial statement. other arrangements have been made. Air-Relief Valves-Install as detailed on Drawings. ,s �(j I . A Replacement of Paving and Curbs-Where trenches and lines cross existing roadways,paths,curbing,etc.,damage to these shall be kept Control Wiring: at T" Special Requirements: PART III - EXECUTION g� - � � to a minimum and shall be restored to original condition. J - � a.Tolerances-Specified depths of pressure supply lines and laterals and pitch of pipes are minimums. Settlement of trenches is cause for 1.All control wiring to be laid to bottom and side of pressure supply line trench. Separate wire trenches will not be allowed unless approved by Consultant -; 5- -dl removal of finish grade treatment,refilling,recompaction,and repair of finished grade treatment. 1.07 WARRANTY/GUARANTY 3.01 INSPECTION prior to installation. . _ b.Coordination with Other Contracts-Protect,maintain,and coordinate Work with Tasks under other sections. Examine areas and conditions under which Work of this Section is to be performed. Do not proceed with Worts until unsatisfactory -k Contractor shall warrant materials against defects for a period of one year from the date of Substantial Completion. Contractor shall guarantee Backfilling-Do not begin backfilling operation until required system tests have been completed. Backfill shall not be done in freezing weather except with prior �P c.Damage to Other Improvements-Contractor shall replace or repair damage to grading,soil preparation,seeding,sodding,or planting done conditions have been corrected. workmanship for similar period. Contractor shall be responsible for coordinating material warranty items with the manufactureddistributor. written approval b Consultant. Leave trenches slightly mounded to allow for settlement after backfilling is complete. Trenches shall be finished graded nor to under other Sections during work associated with installation of Irrigation system at no additional cost to the Owner. PP Y 9 Y 9� P 9 P• t� CAI..\F d.Work involvingsubstantial plumbing for installation of backflow reventers,copper service,and related work shall be executed b licensed Setting of backfitled trenches which may occur during guaranty period shall be repaired b Contractor at no a Grading operations,with the exception of final grading,shall be completed and approved by Owner prior to staking or installation of any walk-through of system b Consultant. p g p y g y g g ty p p y expense to the Owner,including portion of irrigation system except sleeving. Grading to match the City-approved grease grading plan. g � Y and bonded plumber(s),performed in accordance with all prevailing codes and regulations. complete restoration of damaged property. e.Work involving connection to,installation,or extension of 120 volt or greater electrical service shall be executed by a licensed and bonded 1.All pressure supply lines shall be bedded with construction grade sand 4 inches below invert of pipe,to 6"above by of pipe and width of trench when electrician,performed in accordance with all prevailing codes and regulations. Expenses due to vandalism before substantial completion shall be bome by Contractor. 3.02 PREPARATION site conditions are rocky or otherwise unfavorable. Owner or representative maintenance company will maintain turf and planting areas during warranty period,so as not to hamper proper operation Staking shall Occur as Follows: 2.Materials-Excavated material is generally considered satisfactory for backfilling purposes after completing bedding requirements. Badcfill materials shall 1.04 SUBMITTALS of the irrigation system. 1.Mark with powdered lime or marking paint routing of pressure supply lines,and flag heads and control valve locations for first series of zones be free of rubbish,vegetative matter,frozen materials,and stones larger than 2 inches in maximum dimension. Do not mix subsoil with topsoil. Material not Prepare and make submittals in accordance with conditions of the Contract prior to installation. as directed by Consultant. Contact Consultant a minimum of 48 hours in advance and request a review of staling. Consultant will review staling and suitable for backfill shall be hauled away. Contractor shall be responsible for providing suitable backfill if excavated material is unacceptable,or not 1.08 MAINTENANCE direct changes if required. Staking review does not relieve installer from coverage problems due to improper placement of heads after staling. sufficient to meet backfill,compaction,and final grade requirements. CONSTRUCTION RECORD DRAWINGS(As-Builts): Furnish the following maintenance items to Owner prior to final Acceptance: 3.Do not leave trenches open for a period of more than 48 hours. Open excavations shall be protected in accordance with OSHA regulations. ,0 Install sleeving under all asphalt paving and concrete walks,prior to the installation of concrete or paving operations,to accommodate piping and 1.At onset of irrigation installation the contractor shall secure from the landscape architect one dean bond copy of irrigation plan,to use as 1.2 sets of special tools required for moving,disassembling,and adjusting each type of sprinkler head and valve supplied on this project. wiring. Compact backfill around sleeves to 95%Standard Proctor Density within 2%of optimum moisture content in accordance with ASTM D1557. 4.Compact backfill to 90%maximum density in 6"lifts,determined in accordance with ASTM D155-7 utilizing the following methods: L 2.2 keys for each automatic controller. O Project Record Print. At end of every day,revise Project Record Print for all work accomplished that day in RED ink. Project Record Print a.Mechanicel tamping. shall be brought up-to-date at dose of working day on every Friday by a qualified draftsperson. One up-to-date print shall be mailed 3.3 quick coupler keys and matching hose swivels. Trenching-Trench excavation shall follow,as much as possible,layout shown on Drawings. Dig trenches straight,and support the pipe continuously on the b.Puddling or ponding. Puddling or ponding and/or jetting is prohibited within 10'-0"of building or foundation walls. .- to Consultant on Monday of each week.The Project Record Print plan(s)shall be available at the Project Site for review. Upon completion of 1.09 EXTRA STOCK bottom of trench. Trench bottom shall be clean and smooth with all rock and organic debris removed. Pressure supply line trenches shall be over-excavated Project,contractor shall submit Project Record Print for review,prior to final acceptance.Dimension from two permanent points of reference, as required to allow for bedding material. Trench depth shall be uniform as required to meet minimum depth requirements for the type of piping being installed. Piping Under Paving: (building comers,sidewalks,road intersections,or permanent structures),location of the following items: In addition to installed system fumish the following items to Owner. U 1. 4 per 100 installed drip emitters of each type used. 1.Clearances: 1.Provide for a minimum cover of 24 inches between the top of the pipe and the bottom of the aggregate base for all pressure and non-pressure piping a.Connection to existing water lines. 2 2 pop-up heads of each type used. a.Piping smaller than 3 inches-Trenches shall have a minimum width of 7 inches.12 inches for 3"and larger pipe. installed under asphalt concrete or concrete paving. Provide sleeving as required by municipality,or as shown on plans. b.Routing pressure supply lines(dimension every 100 feet along the routing). . b.Line clearance-Provide not less than 6 inches of clearance between each line,and not less than 12 inches of clearance between tines of other trades. 2.Piping shall be bedded with construction grade sand-6 inches below pipe to 6 inches above pipe and the width of the trench. c.Electric control valves. c.For Reclaimed Waters systems,2-foot vertical below and 6-foot horizontal separations from table lines are required r industry standards. V) d.Quick coupling valves. � (below) P P° �l � per t►Y 3.Compact backfill material in 6-inch lifts at 95%maximum density determined in accordance with ASTM D1557 using manual or mechanical tamping devices. to e.Dripline blow-out stubs. PART I I - PRODUCTS � 2.Pipe and Wire Depth: 4.Set in place,cap,and pressure test all piping under paving,in presence of Consultant or Owner prior to backfilling and paving operations. f.Control wire routing(if not with pressure supply line). 2.01 MATERIALS a.Pressure Supply Piping-24 inches from top of pipe(30 inches where 6"and larger pipe is on project). o g.Other related equipment as directed by Consultant. b.Non-pressure piping -12 inches from top of pipe. 5.Piping under existing walk or concrete pavement shall be done by jacking,boring,or hydraulic driving,but where cutting or breaking of walks and/or a> General Piping: �-+ c.Control Wiring-Side and bottom of pressure supply line. concrete is necessary,it shall be done and replaced at no cost to the Owner. Obtain permission and prior approval from Owner to cut or break walks Contractor shall provide a Digital version of the Project Record Print with ALL changes,additions and modifications performed during the project Note: All piping for reclaimed water systems shall be purple colored,or wrapped with reclaimed"sods"or reclaimed marking tape,and main d.Drip piping-12 inches from top of pipe. and/or concrete. Ca L installation. This digital file shall be compatible with the Adobe Acrobat format also known as Portable Document Format or PDF,and submitted lines shall have detectable reclaimed marking tape in trench 12 above top of pipe. e.Emitter tubing 12 inches from to of pipe non sloeplantings). 4 inches from the to of i (slopes 2:1 or greater). � 9 P ( ) 9- P PP ( P P pipe P� 9 ) PX4 D_ on a single-session,closed CD-ROM disc in the ISO-9660 format to Consultant. Each sheet is to be saved into separate PDF files. 1.Pressure Supply Lines(downstream of backflow prevention units)-Class 200 PVC,Solvent Weld Belled End for 2-1/2"and smaller, 3.04 FIELD QUALITY CONTROL a, %+- and rubber-ring joint for 3 Flushing and larger with ductile iron fittings. 3.Boring will be permitted only where pipe must pass under obstruction(s)which cannot be removed,and must be approved by Consultant if not i Contractor shall also provide both a hard copy and Electronic Form version of the Controller Data Sheets to the Consultant. Hard copy and g-After piping, g,risers,and valves are in place and connected,but prior to installation of emitter heads,quids coupler valves,and air relief valves, a> -r- 0 Electronic Forms shall be provided to the Contractor b Coates Irrigation Consultants Inc. 2.Non-pressure lines-Class 200 PVC,Solvent Weld Belled End. specifically indicated on construction drawings. Final density of backfill shall match that of surrounding soil. Use of sleeves of suitable diameter is thoroughly flush piping system under full head of water pressure from dead end fittin s Maintain flushing for 5 minutes through furthestmost valves. P Y 9 9 Y P P 9 Ys P 9 • 9 9 = U " acceptable If installed first by jacking or boring,and pipe laid through sleeves. Observe same precautions as though pipe were installed in open Cap riser after flushing. j -.- "Several vendors provide for the scanning of oversize documents such as plans into the Adobe Acrobat format. If 3.Drip Piping-112 Class 315 PVC,Solvent Weld unless otherwise specified on plans. Q p g p required,contact trench. _ Coates Irrigation Consultants Inc.for recommended vendors. 4.Emitter Tubing-by emitter manufacturer. Testing-Conduct tests in presence of Consultant. Arrange for presence of Consultant a minimum of 48 hours in advance of testing. Supply force pump and f� -(-- 2. U Consultant will not certifyan a request submitted b the Contractor if the as-built drawings are not current,and of 3.03 INSTALLATION all other test equipment. U Y pay q y g � Plastic Pipe and Fittings: pay request will not occur until as-builts are updated. Also,if Data Sheets and As-Built drawings are not given to the Consultant within the Locate other equipment as near as possible to location designated on construction drawings. Deviations shalt be approved by Consultant prior to 1.After backfilling,and installation of all control valves&quick coupler valves,fill pressure supply tine with water,and pressurize to 40 PSI over the designated specified time frame,Consultant shall collect the data for programming purposes,and charge the Contactor for time and materials. 1.Identification Markings: installation. static pressure or 120 PSI,whichever is greater,for a period of 2 hours. 1)Manufacturer's Name. 3.Prior to scheduling walk-through for substantial completion,Contractor is to submit all as-built information to the Consultant for approval, a.All pipe identified with following indelible markings: PVC Piping: 2.Leakage,Pressure Loss-Test is acceptable if no leakage or loss of pressure is evident during test period. CONTROLLER CHARTS-Do not prepare controller charts until record(as-built)drawings have been approved by the Consultant. 2)Nominal pipe size. 1.Snake pipe in trench as much as possible to allow for expansion and contraction. 3.Leaks-Detect and repair leaks. 3)Schedule or class. 2 When i laying i t i t 4.Retests stem until pressure can be maintained for the duration of the test. 1.Provide controller chart,automatic controller. 4)Pressure Rating. . en pipe ayng s not progress,or a end of each day,dose pipe ends with tight plug or cap. (Perform work in accordance with good practices y a.Controller drawing may be same size reproduction of the record drawing,if scale permits fitting them inside the controller door without 5)NSF(National Sanitation Foundation)seal of approval. prevailing in piping trades). 5.Before final acceptance,pressure supply line shall remain under pressure for a period of 48 hours. folding drawing. If photo reduction prints are required,keep reproduction to maximum size possible to retain full legibility. Chart may 6)Date of extrusion. „ 11 3.Coordinate pressure supply line installation with required bedding operations. Concrete thrust blocks or steel joint restraints shall be utilized \ , also be Controller Data Sheet as for central-satellite systems,if approved by Consultant. Walk-Through for Substantial Completion: b.All fittings including valve taps for rubber-ring pipe shall be cast or ductile iron,rubber-ring joint for PVC. for all rubber-ring joint fittings per industry standards. In sandy soil,mechanical joint fittings shall be used with thrust blocks. b.Controller chart shall be bond print of actual as-built system,showing area covered by that controller,or Controller Data Sheet showing 1.Arrange for Consultant's presence a minimum of 48 hours in advance of walk-through. information on each station,and with complete description of each station's location. 4. Stake all above-grade race PVC piping r , P2.Solvent Weld Pipe-Manufactured from virgin polyvinyl chloride(PVC)compound in accordance with ASTM D2241 and ASTM D1784: e-g p'p g per details. _ cell classification 12245-B,Type 1,Grade 1. 5.Use 45-d ree ells when making perpendicular crossings of above-grade race PVCpiping,to de depress bottom i 2.Entire System shall be completely installed and operational prior to scheduling of walk-through. All sodded areas are to be complete with head height 11 c.Identify area of coverage of each remote control valve,using a distinctly different pastel color for each zone. Highlight heads,lateral piping, eg g p rp g e� p pipe. and valve boxes adjusted accordingly. and control valves. a. Fittings-Standard weight,Schedule 40,injection molded PVC;complying with ASTM D1784 and D2466,cell classification 12454-B. d.Following review of controller drawings by Consultant,hermetically seal each chart between two layers of 20 mm thick dear plastic. 1)Threads-Injection molded type(where required). 6.Lay pipe and make all plastic-to-plastic joints in accordance with manufacturers recommendations. 3.Operate each zone in its entirety for Consultant at time of walk-through,and open all valve boxes. " e.Controller chart shall be completed and approved by Consultant prior to final completion walk-through of irrigation system. 2)Tees and ells-Side gated.b.Threaded Nipples-ASTM D2464,Schedule 80 with molded threads. Drip Piping: 4.Consultant shall generate a list of items to be corrected prior to Final Completion("Punch List"). 1'1�, I.Attach approved controller chart to inside of each controller door using self adhesive velcro strips. c.Joint Cement and Primer-Type as recommended by manufacturer of pipe and fittings. 1.Install fitting connections per manufacturers recommendations. 5.Furnish all materials and perform all Work required to correct all inadequacies due to deviations from Contract Documents,and as directed by Consultant. Low Pressure/Volume Systems: 2.Use threaded risers and Sch.40 or Sch 80 fittings per details when making connections in drip piping for emitters and fittings. NN Operation Manual: 3.Install drip line blow-out stubs at all dead ends of drip piping. 6.During walk-through,expose all drip emitters and sprinklers under operations for observation by Consultant to demonstrate that they are performing and Submit 3 sets of Operations Manual to Consultant for approval,prior to scheduling the final completion walk-through. Manual is to include 1.Emitters as indicated on drawings. 4.Any deviations from drip pipe routing shown on drawings must be approved by consultant prior to installation. installed as designed;prior to placing of all mulch material. Schedule separate walk-through if necessary. the following in a 1 x 3 ring binder. 2.Drip Piping-manufactured of polyvinyl chloride compound conforming to ASTM D2241 and ASTM D1784,Type 1,Grade 1. 1.Index sheet stating project name,and listing Contractor name,address,phone number,and contact person. Include same information for 3.Fittings-Schedule 40 PVC,or as recommended by piping manufacturer. Control Wiring Walk-Through for Final Completion: Primary Sub-Contractors. 4.Drip Valve Assembly-Type and size shown on drawings. 1.Low Voltage Wiring: 1.Arrange for Consultant's presence a minimum of 48 hours in advance of walk-through. 2.Manufacturer cut sheets for all material components of irrigation system. Highlight or circle specific models or items. a.Wye Strainer-Plastic/Fiberglass construction with 150 mesh nylon screen and blow out assembly. a.Bury control wiring between controller and electric valves in pressure supply line trenches,with wires consistently located below and to one side of b.Control Valve-2-way,solenoid pilot operated made of synthetic,non-corrosive material;diaphragm-activated and slow dosi pipe,on top of initial pipe bedding,or in separate trenches. 2.Show evidence to Consultant that Owner has received all accessories,charts,record drawings,and equipment as required before Final Completion 0 y P P � Ynn9• walk-through is scheduled. Include freely pivoted seat seal;retained(mounted)without attachment to diaphragm. b.Bundle all 24-volt wires at 10-foot intervals with electrical or dud tape. 3.Operate each zone identified as deficient at substantial completion walk-through for Consultant to review at time of final completion walk-through revisions: c.Pressure Regulator-Plastic/Fiberglass construction,preset type with pressure setting per drawings. c.Provide an expansion loop at pressure supply line angle fittings,every electric control valve location(in valve box),and at minimum.900 feet to ensure correction of all incomplete items. Q intervals. Form expansion loop by wrapping wire at least 8 times around a 1-inch pipe and withdrawing pipe. Copper Pipe and Fittings: 4.Items deemed not acceptable by Consultant shall be reworked to the complete satisfaction of Consultant. d.Make splices and electric control valve connections using SureSplice SK 12-14 connectors or similar dry splice method. A 1.Copper Pipe-Type K hard tempered. e.Install control wire splices not occurring at control valve in a separate splice valve box. 5.If after request to Consultant for a walk-through for Final Completion of the irrigation system,Consultant finds items during walk-through to be deficient, 0 2.Fittings-Wrought copper,solder joint type. Contractor shall be charged for all subsequent walk-throughs. Funds will be withheld from final payment and/or retainage to Contractor,in amount equal f.Install one control wire for each control valve. project#: 3.Joints-Soldered with solder,45%silver, 15%copper, 16%zinc,and 24%cadmium and solids at 1125 F and liquids at 1145F. g.Run 2 spare#14-1 control wires from controller pedestal to last electric control valve operated by controller on each and every leg of pressure to additional time and expenses required by Consultant to conduct and document further walk-throughs as deemed necessary to ensure compliance LR8007 supply line. Label spare wires at controller and wire stub box. Loop a minimum of 24"from all spare wires inside every control valve box operated by with Contract Documents. scale: Brass Pipe and Fittings: controller. N/A 1.Brass Pipe-85%red brass,AMSI Schedule 40 screwed pipe. 3.05 ADJUSTING h.Run all future control wires from controller pedestal to point indicated on drawings. Coil a minimum of ten(10)feet at termination and install in 10" issued for: 2.Fittings-Medium brass,screwed 125 pound class. round valve box. Label all wires at termination. Upon substantial completion of installation,fine-tune entire system by regulating valves,adjusting spray patterns and break-up armslsaevvs,and setting pressure 2nd City Review reducing valves or throttling electric valve flow control stems to proper pressure settings to provide optimum and efficient coverage. Flush and adjust all sprinkler heads Quick Coupling Valves-Brass two-piece body designed for working pressure of 150 psi,operable with quick coupler. Equip quids coupler with 2.High Voltage Wiring for Automatic Controller for optimum performance and to prevent overspray onto walks,roadways,and buildings as much as possible. Heads of same type shall be operating drawn by: locking rubber cover(purple for reclaimed water if specified). a.Provide 120-volt power connection to automatic controller. at same pressure+A 7%. Team date: Valve Boxes: Automatic Controller. If it is determined that irrigation adjustments will provide proper and more adequate coverage,make such adjustments prior to Final Acceptance,as directed, 12/20/05 and control valve throttling. degrees of arc de es in nozzle sizes also include changes Adjustments may g , g , g. drawing: Note: All box covers for reclaimed water systems shall be purple colored,and marked for reclaimed. 1.Install controller in accordance with manufacturers instructions as detailed and where shown on Drawings, at no additional cost to Owner. 9: 2.Connect remote control valves to controller in numerical sequence as shown on Drawings. All sprinkler heads shall be set perpendicular to finish grade unless otherwise designated. Irrigation Specifications 1.Drip Line Blow-out Stubs,and Wire Stub Box-Carson#910-12. 3.Final location of controller shall be approved by Consultant prior to installation. 2.1-inch through 2-inch Control Valves-Carson#1419-13B. 4.Each controller shall have dedicated separate ground wire and surge protection. Areas which do not conform to designated operation requirements due to unauthorized changes or poor installation practices shall be immediately corrected at no 3.Drip Valve Assemblies-Carson#1419-13B. 5.Above-ground conduit shall be rigid galvanized with appropriate fittings. Below-ground conduit shall be Schedule 40 PVC. additional cost to the Owner. 4.Control Wiring Splices-Carson#910-12. 5.Main Line Gate Valves-Carson#910-12. Quick Coupler Valves: 3.06 CLEANING sheet# 6.Air-Rellef Valves-Carson#1419-13B. Install quick couplers on double swing-joint assemblies of Schedule 80 PVC piping;flush to grade. Angled nipple relative to pressure supply line shall be Maintain continuous cleaning operation throughout duration of Work. All trash or debris generated by installation of irrigation system shall be properly disposed of 7.Manual Drain Valves-Carson#1419-13B. no more than 45 degrees and no less than 10 degrees.Install quick coupler as detailed. by Contractor off-site. 8.Pressure Reducing Valves-As shown on detail. DripValve Assemblies-Install drip valve assembly as detailed. . -",= 1:-� L5 ,02 P Y C � fr _ Drip Emitters-Install drip emitters as detailed. --, „ r, _, 7 of 7 Copyright©2003 by Greey I Pickett Professional Corp. PLANT LEGEND CHURCH WATER ■ ■ SYM. PLANT NAME SIZE USE TREES C CERO) ~ BLUE P LO ERDE UM SEE PLAN LOW 0.2 _ CN.W . D . CANAL BLUE PALO VERDE h MASONRY COLUMN BY OTHERS _. I N ` ( ) / � FOOTHILLS ALO VE HYLLUM SEE PLAN LOW 0.2 EXISTING FOOTHILLS PALO VERDE _ _ CHILOPSIS LINEARIS F— , WROUGHT IRON VEHICLE ACCESS GATE (B HERS) C.V.W.D.ACCESS ROAD _ • SEE PLAN MED 0.5 DECOMPOSED GRANITE PATH ONO ' CHURCH O DESERT WILLOWsea -�- softNow 1♦ IRONWOOD A S LAN LOW 0.2Go was _/,� CAMPUS OLNEYATESOT SEE W C 0 MOM % '� am LIMIT OF CONSTRUCTION , PRosoPls vELunNA �L o � __ _ _ ■ SEE PLAN HIGH 0.8 a ^� u NATIVE MESQUITE q h - _ :.•.. .." • . . _ SHRU BS EXISTING WROUGHT IRON GATE � OU o MASONRY COLUMN (D LEA PSOROTHAMNUS SPINOSA LOW 0.2 SMOKE TREE 24 BOX .- EXISTING BOX .EXISTING UTILITY B 'o a 24 BOX LOW 0.2 POWER POLE GUY WIRES DESERT LAVENDER EXISTIN WALL LRRE TIDENTATA 24 BOX LOW 0.2 CREOSOTE w v �cd eca �T� v JOJOBA SIA CHINENSIS 15 GAL. LOW 0.2 •,r, �„ " SIMMOND a ` w W CACTI &SUCCULENTS 40'- FOUQUIERIA SPLENDENS 8 12 CANE LOW 0.2 _ _ •� OCOTILLO _ _ — T ZONES - :. 52 � '� � � � � NOTE: OF DIMENSION LINES - 4"-4" @ B.O.C.ON S.R. 74 AND FACE OF 35'-b" III 12"w G SIDEWALK 19 �■ ___ EXISTIN LK NORTH FENCE ALIGNMENT :•::::::::.�:::::::.:�::::::::::::::::::::::::.�::::.�:::: ALL EXISTING ELECTRICAL POLE ---- --- NOTE: ti .. ................................................. 2. �-- : �■■� `;EXISTING ROCK OUTCROPPING TO REMAIN �--�--�--------- D.G. RAIL . PET BURIAL AREA _� 1. PLANT SYMBOLS REPRESENT SPECIMEN LAND APE ARCHITECT H Ci ' � VERIFY INSTALLATION _ _ �■/ j --- EXISTING UTILITY BOX - 3.CONTRACTOR SHALL VERIFY REQUIRED MATERIAL.ADDITIONAL CONTAINERIZED ---- MASONRY WALL.SEE DETAIL SHEET L3.1. ■ . 14'-T ______ _---- MINIMUM CLEARANCE AROUND UTILITY MATERIAL,AS INDICATED ON SHEET L1.0, _ WROUGHT IRON FENCE(BY OTHERS) - ---—---_------- -No RIM Iry -� BOX AND ADJUST MASONRY WALL LOCATION SHALL BE FIELD LOCATED. + NEW CONCRETE SIDEWALK - - ACCORDINGLY. 2. HATCH PATTERN INDICATES AREA OF �1 ___w,___----- 4.CONTRACTOR SHALL VERIFY LOCATION NATIVE REVEGETATION FROM '' -- - S .R , 7 OF POWER POLE GUY WIRES AND ADJUST CONTAINERIZED PLANT MATERIAL. REFER TO +z"w MASONRY WALL ACCORDINGLY. SHEET L1.0 FOR INFORMATION REGARDING PLANT SIZE.TERIAL TYPE,QUANTITY PER ZONE ��9 i2,y, AND \P -05 HARDSCAPE LAYOUT 1 Scale: 1"=20'-0" irrigation schedule AT SHRUBS: RAIN BIRD SHRUB EMITTER MODEL#PFR/FRA24 WITH ONE XB-IOPC-1032 EMITTER(LOCATE ON HIGH SIDE)- (NOT SHOWN) (1.0 GPH @ 20 PSI PER SHRUB) C .V.W . D . CANAL .....::::. AT TREES: (RAIN BIRD TREE EMITTER MODEL#PFR/FRA24 ZONE C r- __ -__- .....::;ti•: ..::; THREE X OPC-1032 EMITTERS(LOCATE IN TRIANGULAR ............ _ --- - ;,�••.:••. R TREE. WITH TH B-1 PATTERN AROUND TREE(2 ON HIGH SIDE) PER s` aft Jim-500 goo too ,,,,, ••.•. •••.•••�,,,.,•:, ... OTSH N O N 6.OGPH�20PSIPERTR EE) „ , am aft am __ - •. ® B-SERIE$RAIN BIRD ELECTRIC VALVE FOR EMITTER SYSTEM O % _ LIMIT OF CONSTRUCTION .....,t• .::::.::'.•...'.::•.:::•'�.:..." •' •'• EXISTING' INCLUDES:IRBY-200MX RAIN BIRD WYE STRAINER (200 MESH) ,. '� �' � � � � � � � � � ■� � � �"' .....::..::;::::::•........ .......... CHURCH AT It .. •::• AND.PSI X-075 RAIN BIRD PRESSURE REGULATOR( RESET A,�� N130 R P SI ••• �� ,,,,, ,,,,,•••• •..•• ,• ..•• ••• CAMPUS ■ 33DRC RAIN BIRD QUICK-COUPLER VALVE-TAN VALVE BOX IN DG V �o � :�;'•��""• ""'•••• "" .. .., " .... N T-113-IRR NIBCO MAIN LINE ISOLATION FULL-PORT BALL VALVE ..... .. ..... ...... . . ... • ..... .. .. .. . . . . . . .. ... •••.. .. ■ MHT-3/ A RI FLUSH E NU LD DRIP S C 4"-hAA .. .. ... .. . . .. .. .. ..... �� � - SOLVENT WELD........ . ... ... . .. .. ,,,,, •• ..• ,,,, ., _, ,• •• •.•_ CLASS PVC MAINLINE 200 P '+T•' CLASS 200'PVCPIPE -TURF LATERALS SOLVENT WELD.Q �"" " • �'• "'� ` � '•••••••••• ••��� ----- / CLASS 315 PVC PIPE-TO EMITTERS. SOLVENT WELD. �- :i* w .� �••� r` • t �Irr V NOTE:... .......: O . . ... . ..... ... .. :1 ............7 V ................ ........................ ........ .... 1. ALL 24 VOLT WIRING SHALL BE#14 UFUL DIRECT-BURIAL,SOLID COPPER. .. •• -' ....^•,;• .. .: ......... ... ... • ....... .......... ... ... _ _ — — ACYCLE,3 TIME PER WEEK. n +s"s jaJTj 2. OPERATE DRIP APPROXIMATELY 2 HOURS PER .wr i OU S .... • . _ •. ••• •••• LOCATE TAN VALVE BOXES IN PLANTER AREAS ano con U """'••••••• " CONTRACTOR SHALL PROVIDE ONE#33K QUICK COUPLER KEY V . .........:•..... Sam +�M / OSE SWIVEL am •• ••••.. " �-•-� m ONE + _M__M___N,__�-- ALL COMPLETE THE FOLLOWING PRIOR TO FINAL • ��--- CONTRACTOR SHALL _ .._ .__- -- 5)WALK-THROUGH: NEW _----_--_'�'--�--� A.CONSTRUCTION RECORD(AS-BUILT) DRAWINGS. low onB.CONTROLLER DATA SHEET INCLUDING IN DIGITAL FORMAT _ � � � — •+� �.�---- � __-----_-___"'___---' S,I DIN am SeRe __-_ '�-" 6.)THESE IRRIGATION CONSTRUCTION DOCUMENTS,INCLUDING ALL PLANS, Iry -..�----- ------- ;' NOTES,DETAILS,AND SPECIFICATIONS ARE INTENDED TO FACILITATE THE a � INSTALLATION CONTRACTOR BY PROVIDING GENERAL GUIDELINES FOR DESIGN INTENT. THEREFORE,ALL IRRIGATION ELEMENTS GRAPHICALLY PLANTING LAYOUT REPRESENTED IN THESE CONSTRUCTION DOCUMENTS ARE SCHEMATIC. 2 FIELD MODIFICATIONS MAY OCCUR IN ORDER TO FULFILL THE DESIGN INTENT OF THE DRAWINGS. CONTRACTOR SHALL CONSULT WITH Scale: 1"=20'-O" IRRIGATION DESIGNER AND PREPARE AS-BUILT PLANS SHOULD FIELD MODIFICATIONS BE NECESSARY. 7.)VALVE KEY: CONTROLLER LETTER STATION NUMBER VALVE SIZE GALLONS PER MINUTE ,• _ � /' NOTE: CN.W . D . CANAL ` �,.✓- PER C.V.W.D., THE CONTRACTOR SHALL M _ '► - goo „ o+ ! �. __ _ NOT INSTALL ANY PLANT MATERIAL OR g r am �„ ©3-09. 03=1 + �'" _ -- — IRRIGATION WITHIN 10'-W OF THE EDGE son '■� LIMIT OF CONSTRUCTION 1" .7 �,, .1.; - _ son �"' — ..: •~'` / ' OF THE FLOOD CONTROL CANAL. fftXISTING revisions: E —�•-' 0 CHURCH ..�_,. - 1,u� — CAMPUS : 0 20 40 60 "' R 3C - ✓ Scale: 1" - 20-0 S C007 r- ` KEY MAP scale: / N.T.S. i - 20'-O,� ` ` issued for. 2nd City Review W --- drawn y r eam _ - - date: 12120105 _ — NOW - — drawing: % III Layout, Planting, Irrig. Plan MM Iry --- a -----M -- __________ - m _ � li sheet# _ I goo low mom an __ ., J RECIEW E— ,r L2 . I IRRIGATION LAYOUT nr ��' 3 of 7 3 Scale: 1"=20'-U' E-3 u C_. p FAVA--SEs4T i �`:_IC'IofsK ^APT ■ Copyright®2IM3 by Greey I Pickett Professional Corp. C N 4 W C 0 • •, E N O U gh � � Q 0 C a b O O 2-12'LODGEPOLE 0- U b N a STAKES b Z aIx POSITION STAKES TO Q 0 SHRUB SHRUB AVOID RUBBING o 0 ` BRANCHES AND PIERCING w V y a ROOT BALL o (AS PER SPECS) w w 0 e LOPE ;aLU CINCH TIES OR EQUAL 4: " v ? _ SWALE c� ROOTBALL � ` ` ROOTBALL UJ ` NATIVE SOIL BACKFILL i .�-_ NATIVE SOIL BACKFILL l - _-- rl' I i _ (AS PER SPECS) (AS PER SPECS) 1 = ROOT BALL f — —. I I�Isr --s - -- �" s --- _ NATIVE SOIL BACKFILL _ — ROOTBALL , lr— lip . � - llxla iF lLi � � ((( MIX (AS PER SPECS) - I _ , �. ��-. =a:� - - UNDISTURBED SUBGRADE - - := li' I�I � B RADE __._ L x t., 11� ,. JLI _ �,�_� UNDISTURBED SU G ___-r _ - 1 - 1 s.: " BACKFILL ' �t -I Ike I . UNDISTURBED — - a�, _ (SEE SPEC.) Ct W W �!; SUBGRADE D " HARDPAN/CALICHE v jj LAYER W r 7, 3W 3W � ��I I r I 8"DIA. BY 5'-0„ IG 3W r `,j 1 �r ` AUGER DUG WELL F'qP --' - FILL W/ 1-1/2' DIA. CRUSHED ROCK , Shrub PlantingDetaal Shrub Plantingon Slope Tree PlantingDetail Hard Pan PlantingDetail . F�� 1 Scale: N.T.S. 2 Scale: N.T.S. 3 Scale: N.T.S. 4 Scale: N.T.S. BARREL CACTUS � CACTUS = OCOTILLO L o (-N C3 ROOT ZONE _ ROOT ZONE 21 NATIVE SOIL "N} __ NATIVE SOIL + LIJx = BACKFILL �� BACKFILL Q) Ti I-n rl l �T- - r.l ROOTZON E oQ) 7 UNDISTURBED SUBGRADEUNDISTURBED SUBGRADE - ! NATIVE SOILT' BA KFILL CL> 2'-3' DIA. HOLE 74 DIA. HOLE UNDISTURBED bA SUBGRADE as NOTE: NOTE: .3H E MAINTAIN ORIGINAL ORIENTATION TO SUN MAINTAIN ORIGINAL ORIENTATION TO SUN Cactus PlantingDetail PricklyPear PlantingDetail Ocotillo PlantingDetail C - -C V V 5 Scale: N.T.S. 6 Scale: N.T.S. 7 Scale: N.T.S. con WALL LOADS WIND:50 MPH.EXP C SEISMIC.Fp=0.514 Wp #4 BAR AT TOP SOILS INFO HORIZ.CONT. (TYP) MAX BEARING=1500 PSF 90%MIN.RELATIVE M COMPACTION UNDER FOOTING BARS CENTERED @;. IN WALL d rt i #4 BAR HORIZ.CONT. MID-HT. FOR 6' HIGH CBC 2104.4.1 MORTAR.The Initall bed ! joint thickness shall not be less than 1/4 WALL ONLY Inch(6 mm)or more than 1 inch(25 mm)subsequent bed joints shall not {:` --®BARS be less than 1/4 inch(6 mm)or more 1 24"MIN.LAP than 5/8 inch(16 mm)in thinckness { GROUT CELLS ! W/REINFORCING. ALTERNATE HOOKS. Desert pavement BARS HORIZ.CONT. 1 I-1 I I=1 11=11 El I I I F1 I I—I 1511 I I I I 11 ! I , �' ''�'�'� revisions: U B' i I 1—T=111-I 11- III-�I I I I '° M A L Subgrade Note: All materials for desert paving shall be taken from on-site FOOTING stockpile areas as directed by landscape architect. H' BLK WIDTH ,B, QX BARS COMMENTS Desert paving shall be scattered over all disturbed soil surfaces 6' 6"CMU Precision 27' #4 at 24"o.c. project#: in an uneven layer 1/4"to 1"max. depth. See specifications LRC007 for additional information. 6' S"CMU Slump Stone 27' #4 at 24"o.c. scale: N/A Size of desert pavement material shall include a mix of granular stones up to 6"diameter rocks. See specifications. 4' 6"CMU 20 issued for. " #4 at 32 o.c. 2nd City Review A typical natural soil surface area shall be flagged by the Owner's ' DETAIL PER CITY OF PALM DESERT. drawn by: representative for review by the contractor prior to starting work. Team date: Desert Pavement SurfacingGarden Wall 12,20,OS drawing: Scale: N.T.S. Scale: 1l2"= 1'-0" Planting Details sheet# L391 4 of 7 Copyright®2003 by Greey I Pickett Professional Corp. C N N H •— FULL-PORT w � A00 BRONZE BALL VALVE PRESET PRESSURE FINISH GRADE b PLANT CENTERLINE FINISHED GRADE REGULATOR a 00 N THREADED ADAPTERS � � b 2" DECOMPOSED GRANITE 12"xl8" VALVE BOX 12- U b " 00 TAN IN COLOR 12 x18 VALVE BOX VALVE BOX b TAN IN COLOR (I Off PIT) QUICK 2" DECOMPOSED GRANITE �.., o � o FINISHED GRADE ELECTRIC WYE STRAINER TAN COLOR COUPLER W w y Q �2 VALVE VALVE 6 VALVE PIT W Z o TAN COLOR w PVC STAINLESS STL 4: y OOTBALL 12" STREET ELL U-CLAMP (2) FINISHED GRADE 2" �b 2-1/2" MAX. a SINGLE-OUTLET EMITTER PVC SCHEDULE 3/4" HOSE THREAD co a 2" - PLANT PIT 80 NIPPLE END CAP FOR FLUSHING MIN a LENGTH AS � ° PVC TEE OR ELL ( PVC ADAPTER -SLIPxMHT 1 2�� 1/2 PVC SCH. 40 ANGLE DOWN REQUIRED) O MALE ADAPTER 6" PEA PVC LATERAL 1/8" X 1" ANGLE STEEL REBAR STAKE T, GRAVEL BASE IRON--24" LONG SECURE TO STAKE IN F 1/2 PVC CL. 315 PIPE NOTES 12" PVC GRAVEL SUMP 2 PLACES - MINIMUM DRIP LATERAL 1/2" PVC SCH. 40 450 ELL 24-VOLT WIRES 1 . EACH QUICK COUPLER SHALL BE IN A SEPARATE .� FROM CONTROLLER VALVE BOX 6 RND. PERFORATED PIPE - PVC SCH. 80 T.O.E. NIPPLE EXTENSION W/CUT-OUT TO NOTE: 900 ELL MAY BE USED 1/2" PVC CL. 315 PIPE PVC SCH 80 NIPPLES 2. PROVIDE (1) QUICK COUPLER KEY FOR EACH SIX QUICK ACCEPT LATERAL WAL . • IN LIEU OF 450 IF PLANTER PVC COUPLING COUPLER VALVES. �P WIDTH IS LESS THAN THAT SHOWN. q 1/2" PVC SCH. 40 FITTING PVC MAIN LINE PIPE 3. PLACE 4'-6" DEPTH PEA GRAVEL UNDER VALVE BOX. ��` CALk CPVC SCH. 80 NIPPLE PVC LATERAL TO EMITTERS 4. QUICK COUPLER SHALL HAVE LOCKING RUBBER COVER 3/4" GRAVEL SUMP 4" DEPTH SINGLE-OUTLET EMITTER EMITTER VALVE MANIFOLD 3 QUICK-COUPLER VALVE IN BOX DRIP SYSTEM FLUSH PLUG 1 2 4 E 0 U a) 1 /2" cqd O 1 . STRIP ENDS OF WIRE 1 . W C E:X NOTE: ALL EMISSION POINTS SHALL BE LOCATED ON UPHILL SIDE OF U U 2. SECURE WIRES INTO WIRE NUT 2. PLANT MATERIAL. ONE EMISSION POINT SHALL BE DIRECTLY TO 5a.„ ° ,_- 3 PLANT BALL AS INDICATED. 3. INSERT WIRE NUT INTO CAPSULE ADDITIONAL EMISSION POINTS TREE FRDISTANCE OM TRUNK EMITTER MM SHALL BE WITHIN PLANT PIT SIZE 1st 6 2nd 6 TYPE MAIN LINE, PERIMETER - 18" FROM TREE TUBES TUBES =y LATERAL, LATERAL CENTER FOR TYP. 24 BOX TREE. & WIRE SUB-MAIN PIPING 15 G 3-12 1-1 GPH 2 "4 4-18" 1-1 GPH III PLANT ROOT BALL (TYPICAL) ` . 12, 0 FINAL BACKFILL TREE EMITTER - 0 6 30" 6-21" 1-1 GPH . 2rr 18' 2" MULTI b� EMISSION POINT (TYPICAL) 36" 6-24" 1-2 GPH COVER 2 ,r 42" 6-27" 1- 2 GPH -� 2„ BEDDING o PLANT PIT (TYPICAL) 48" 6-12" 4-30" 2-2 GPH \O 54" 6-15" 5-33" 2-2 GPH „ 24-VOLT WIRE-rt 3. 4. 5. EMITTER (TYPICAL) 2 60" 6-18" 6-36" 2-2 GPH 1�` PLANT CENTER (TYPICAL) 72" 6-20" 6-42" 3-2 GPH EXCAVATED MATERIAL THIS IS A WATERING GUIDE LATERAL PIPING ,: :` o ONLY. SITE, SOIL AND PLANT PVC MAIN LINE BEDDING AND COVER MATERIAL : �:+` 6" MIN., 12" MAX. CONTRCONDIAOCNOR MUSS VARY GOBSERVE IIIIIII IIIIII revisions: THE PLANT MATERIAL AND NOTE: ALL PIPE TO BE INSTALLED PER 0 120-VOLT CONTROL WIRE 0000000 NEEDED AS DIRESECOND CTED D POINTS IF MAKE ADJUSTMENTS AS 0 BACK INDICATOR OR COMPUTER IRRIGATION CONSULTANT NECESSARY FOR THE WELL- 0 CABLE WIRING MANUFACTURER'S SPECIFICATIONS FOR TREES 42" BOX & LARGER BEING OF THE PLANTS. PLASTIC PIPE TO BE FOR 4. PUSH WIRE NUT TO BOTTOM OF CAPSULE project#: TAPE & BUNDLE EVERY 10', IN TRENCHES LR cale PROVIDE LOOSE 20 LOOP AT ALL 5. CLOSE COVER OF CAPSULE, SEPARATING WIRES INTO CHANNELS SHRUB EMITTER - NIA CHANGES OF DIRECTION OVER 300 SINGLE issued for: NOTE: VISUALLY CHECK THAT CONNECTOR IS BELOW LOCKING "FINGERS" EMITTER (TYPICAL) 2nd City Review NOTE: APPROVED "ELECTRICAL POWER WIRES BELOW" WARNING TAPE O drawn by: SHALL BE INSTALLED 12" ABOVE ALL POWER WIRING IN TRENCHES M Team date: 12/20/05 drawinTRENCHING DETAIL 7 irrigation ►is 5 DIRECT-BURY WIRE SPLICE EMITTER LOCATION 6 Nsheet# «i GE~I L4 ,0 nnr•�. of 7 C!7Y OF PA1,M^::SEN_r Copyright®2003 by Greey I Pickett Professional Corp. C O) PLANTING SPECIFICATIONS a PART 1 - GENERAL 1.11 WARRANTY PART 3 - EXECUTION F- >• 1.01 WORK INCLUDED Submit warranty to Owner's Representative. 3.01 GENERAL '~ 3.11 WATERING • Landscape finish grading. Trees,Saguaros and Ocotillos fW C o • Soil preparation. Warrant that trees and saguaros will be alive and in good health for a period Install in accordance with the methods, techniques and specifications of Water all plants immediately after planting,except for saguaros,with hose in • o `� • Tree supports and headers. o of 1 year after acceptance except for defects resulting from neglect by each representative manufacturer. If a conflict occurs between planting hole until material about the roots is completely saturated from the � • Planting E a o • Owner, abuse or damage by others. manufacturers and these specifications,consult with Owner's bottom of the hole to the top of the ground to avoid drying out until the entire y Watering Representative for a decision. planted area is thoroughly watered and the soil soaked to the full depth of U o a • Maintenance Owner must follow Landscape Architect's maintenance schedule and each plant hole. Water stream shall not cause damage to planting hole or tl provide current maintenance log to Owner's Representative. Do not begin planting until the irrigation system is completely installed,is lant. Kee ex osed roots wet b means of moist sawdust, eat moss or - O o 0 adjusted for full coverage and is completely operational. p p p y p U b N 00 Definitions: 9 P N p burlap at all times during planting operation. Repeat watering as often as _ a Remove and replace dead,unhealthy or girdled trees,saguaros and b necessary to keep the ground moist but not soaked well below the root Plants-all shrubs and cacti other than trees,saguaros,ocotillos,palms and ocotillos that lose original form and size during warranty period with material , n o a system of the plants. 4> a turf. equal to that specified. Replace any material which does not meet 3.02 BACKFILL,IMPORTED FILL OR ARTIFICIAL SOIL AND GRAVEL Plant Material-all trees,saguaros,ocotillos,palms,shrubs,cacti,ground requirements within fifteen days of notification. b o 3.12 CLEAN UP cover,and other plants. Inspect the integrity of all damp-proofing and water-proofing membranes w +� e y a All replacement trees,saguaros and ocotillos shall be subject to an which occur over,on or against any constniction to be fully or partially Keep all areas clean and orderly during and after execution of work. v o 1.02 RELATED WORK additional one year maintenance period. concealed by earthwork prior to the placement of any imported soil,backfill, Burning of trash is not permitted. w w ^ e Contractor: Minimum 5 years experience in supply and installation of Shrubs and Other Plantings gravel fill or sub-base. landscape materials. Correct defects prior to proceeding with the work. 3.13 ADJUSTMENT w U a A Foreman with a minimum of 5 years experience in related work shall be on Guarantee all other planting will be alive and in satisfactory condition for a Repair or replace injured plants as directed. Limit pnming only to remove TT� site at all times. period of 90 days from date of acceptance or will be replaced at no dead or injured twigs and branches. V additional cost to the Owner. 3.03 TOPSOIL 1.03 SOURCE QUALITY CONTROL All plant material shall be maintained in a healthy,sturdycondition during Import additional topsoil only as required to bring planting areas u to finish 3.14 MAINTENANCE PERIOD Q, Provide certificates of inspection for all materials as required b law or p y 9 p P Y q 9 p 9 P p q Y the warranty period by the Contractor. grade. Spread and cultivate soil so that no settling takes place at any time. U regulation. When the Owner's Representative determines the work to be Substantially All replacement plants,including shrubs,cacti,groundcovers,vines and 3.04 LANDSCAPE FINE GRADING Complete in accordance with the Conditions of the Contract,he will advise Package standard materials with manufacturers certified analysis. Provide perennials shall be subject to an additional 90 day maintenance period. the Contractor,in writing,that the maintenance period is to begin. analysis by recognized laboratory made in accordance with methods Allow for the addition of soil amendments,conditioners and any specified top established by the Association of Official Chemists for all other material. dressing when determining and executing finish grade. Landscape contractor shalt be responsible for maintenance of landscaped ti areas for a period of 90 days. Maintenance includes watering, Provide trees and shrubs grown in a recognized nursery in accordance with PART 2 - PRODUCTS AND MATERIALS Set finish grade 2 inches below adjacent paving,curb and headers for weeding and cultivating of beds. good horticultural practice. Provide healthy,undamaged,vigorous stock shrubs and ground cover beds and areas unless shown otherwise. grown under climatic conditions similar to conditions at project site and free The Landscape Contractor,in order to protect his guarantee and in of disease,insects,eggs,larvae and defects such as sun-scald,knots, F injuries,abrasions or disfigurements. Provide trees and shrubs of the sizes 2.01 FILL MATERIALS At all planting areas, make entire area smooth and even to finish grade. conjunction with the Landscape Maintenance Schedule supplied by the in g Provided Cultivate all areas so that there are no bumps or hollows,and the area Landscape Architect,shall provide a supplemental typewritten indicated. Trees and shrubs of sizes larger than those indicated may be dry,loose material for fill, backfill,planting backfill and topsoil for p p pp �p �b planter beds. Frozen or muddy drains as indicated. Grade and maintain all flow lines,designated or not,to used provided roots,root ball,staking and planting pits are increased p y salts not to exceed 1500 ppm,and free of maintenance instruction booklet on the care and feeding of the allow .- free flow of surface water. Cultivate entire area to a depth of 6 inches �.� � to- proportionately. debris, noxious weeds,ingredients or objects detrimental to healthy plant landscape to the Owner. - minimum and remove all rock in excess of 1-1/2 inches,all building nibble, � growth. building construction material,waste and any other material that may impair 5-' satisfactory growth. Contractor shall request,in writing,a Final Inspection at the completion of � • 1.04 REFERENCE STANDARDS Topsoil: Screened,fertile,friable,from well drained arable land,free of ry . the maintenance period. If the Owner's Representative determines the work ANSI 60.1 -American Standards for Nursery Stock. refuse,roots, heavy clay, noxious weeds or any material toxic to is satisfactory,the maintenance period will end on the date of the Final plant growth;contents as follows: Inspection. If the maintenance is unsatisfactory,the maintenance period will be extended,at the Contractors expense, until such time as all corrections Q� \E 1.05 SAMPLES Sfft:20-45% are made and the work is inspected and approved by the Owner's Clay:15-20% 3.05 HERBICIDE APPLICATION--NOTE:PRE-EMERGENT HERBACIDE SHALL Re Submit the following material samples to Owner's Representative a minimum y NOT BE USED DURING THE LANDSCAPE INSTALLATION PROCESS WITHIN THIS presentative. Rentention will not be released until Final Inspection is of 48 hours prior to start of work. Sand:30-60% made and approval issued by the Owner's Representative. Topsoil for backfill mix(trees and shrubs). Organic Material PROJECT. Compost (natural or otherwise): 21%minimum 3.15 FIELD QUALITY CONTROL Tree supports. pH:7.0-8.3 Apply contact herbicides in accordance with manufacturers Soluble salts: ppm. recommendations. Prior to application„ moisten areas for fourteen days to Notify Owner's Representative of the requirement for inspection at least 48 - Decomposed granite. fY p q p Boulders. Nutrients: enough to bring levels of acceptable plant encourage weed germination and growth. Apply before weeds attain a hours in advance. Inspections are required, but not limited to,the following: growth. height of 6 inches. Remove tallerweeds manually. The Owner's Representative reserves the right to take and analyze samples • Inspection and acceptance of plant material prior to of materials for conformity to specifications at any time. Furnish samples Percolation rate shall be between 3 to 4 inches per hour. Areas to be landscaped shall be maintained in a weed-free condition at all shipping. upon request by Owner's Representative. Rejected materials shall be Existing top soil may be used provided it meets these requirements. times during construction. a At completion of rough grade and boulder placement immediately removed from the site and replaced at the contractors . At completion of landscape finish grading and soil additional expense. 2.02 COMMERICAL GRADE FERTILIZERS preparation, prior to planting. L As required per agricultural suitability and chemical analysis of existing soil. 3.06 TREE SUPPORT . At installation of irrigation system,prior to backfilling Q Submit samples of decomposed granite for approval of graduation and color. trenches and planting. Sample shall be representative of variations within size and color to be Contractor shall obtain a project specific soils report from which a Stake trees as required for adequate support as shown on the drawings. • During installation of specimen tree,or other specimen provided. qualified agronomist can recommend fertilizer type,quantity and plant material. application. Tree supports may be installed to prevent lodging,yet allow for trunk a After staking locations for plant holes,but prior to V 1.06 PRODUCT DATE movement. Pliable cinch ties or equal that encircle trunks shall be large enough planting:for approval. 2.03 SOIL AMENDMENTS to allow for normal growth of the trunk during the first year without girdling. • During the planting process. Submit to Owner's Representative a minimum of 48 hours prior to start of • During the placement and aiming of all light fixtures. As required per agricultural suitability and chemical analysis of existing soil. • At Substantial Com letion of the Work. work manufacturers comprehensive product description,including 3.07 TREES,SHRUBS,AND VINES p specifications and installation instructions. Contractor shall obtain a project specific soils report from which a • During warranty period to observe maintenance Q) qualified agronomist can recommend soil amendment type,quantity and Layout locations with stakes or gypsum. Coordinate with Owner's procedures. 1.07 CERTIFICATES AND TEST REPORTS application. Representative to assure appropriate location. • At final Completion of the Work. Q Provide and pay for all materials testing. Testing agency shall be No soil amendments are required for salvaged plant material and cacti Test drainage of plant beds and pits by filling with water. Notify Owner's acceptable to the Landscape Architect. unless otherwise specified. Representative of areas where water is retained more than 24 hours. y.� CITY OF PALM DESERT SUPPLEMENTAL INFORMATION �•�./ Submit to Owner's Representative a minimum of 48 hours prior to start of Where rock, underground construction or other detrimental conditions are o3 L 2.04 TREE SUPPORTS LANDSCAPE INSPECTION SCHEDULE work 2 copies of certificates of inspection as required by governmental encountered at plant pits,Owner's Representative may select alternate r T 1 authorities, and manufacturers'vendors certified analysis for soil Tree Stakes: Copper napthenate impregnated lodge pole 12 feet in length location. amendments,fertilizer materials,and chemicals. Submit other data for 24 inch box. No tree stakes are required for salvaged plant material. 1) Sleeving/Grading 4- substantiation that materials comply with specified requirements. Do not expose roots to air except during transplanting.Finish grade at plants a. Sleeve diameter,type,depth and location -� Q Certificates are required to determine the quality and quantity of all specified Tree Ties: Provide a minimum of two per tree;priable cinch ties or equal. shall be top of root crown. Cut plant containers on 2 b. Soil surface drainage,elevations and trash (including weeds& 0 i soil amendments. sides without injuring root ball and carefully remove plant. No not cut rubble 2.05 HERBICIDES-NOTE:PRE-EMERGENT HERBACIDE SHALL NOT BE USED container with spade. Damaged plants will be rejected. 2) Hardscape/Boulders-Cobble Materials certification to be submitted include,but are not limited to: t wall l lk wa layout DURING THE LANDSCAPE INSTALLATION PROCESS WITHIN THIS PROJECT. Side and wa (� U Topsoil source and nutrient analysis Dig pits with perpendicular sides to a minimum of 2 to 3 times the width (see a. Mulch details) of the root ball for containerized trees and shrubs. Dig pits only as b. Utilities location Contact Herbicides: c.Boulder e,size,weight and placement Fertilizers/soil amendments/chemicals deep as the root ball to prevent settling of the tree or shrub. type, 9 P Contact herbicide (if necessary) shall conform to local and/or state codes, 3) Irrigation System Rough-In Test representative material samples proposed for use. Provide the Planting Mixture: p p p p ordinances,restrictions and recommendations and shall be applied in As required per agricultural suitability and chemical analysis of existing soil. a. Trench depth and location following data: b. Pipe size and class accordance with manufacturers instructions. Contractor shall obtain a project specific soils report from which a p Topsoil and planting backfill: p p p c.Pressure test(125psi for 6 hours) Soil PH qualified agronomist can recommend a planting mixture type,quantity 4) Plant Material (trees&shnibs) Particle size, percentage soil texture 2.06 PLANTING MATERIAL and application. a. Condition Percentage organic material Nutrient level analysis Plant Material: Healthy,shapely and well rooted. Roots shall show no b. Types evidence of having 3.08 BACKFILLING all macro,secondary and micronutrient g been restricted or deformed at any time. All plants shall c.Placement salinity be representative of their normal species and variety. They shall have Backfill plant pits and form shallow basin around the plant to hold enough 5) Ground Cover(decomposed granite) $ ?' ESP normally developed branch systems. Plants shall be free from disfiguring water to saturate the root ball and backfill on form basins if specified on knots,sun scald injuries and abrasions of bark. Plants not meeting these (only p a. Type ` free line 1 9 detail). Water plants immediately after planting and allow backfill to settle in b. Depth and spacing percolation rate requirements shall be considered defective and shall be replaced plant pit. Do not water saguaros after planting. Do not raise basin rim Immediately. All plants shall be true to name and shall be tagged,one of above surrounding grade. c.Compaction Recommendations on type and quantity of amendments required to bring each variety. All plant material shall be grown in nurseries inspected by the ) Final levels into acceptable ranges as detailed in Part 2-Products of Materials of State Department of Agriculture unless otherwise approved by the Owner's Puddle planting mixture when pit is 2/3 full of plant mix. Continue back filling a. Irrigation: I rr these specifications. Representative. Do not use trees or shrubs. to within 1 inch of surrounding grade. i) Valves, boxes and wiring :: ti) Controller operation and schedule Separate recommendations to be submitted for each crop. Crop to be Provide specimen plants with a special height,shape or character. Tag at Finish grade to 2 inches below headers or concrete work. iii) Sprinkler, bubbler and/or drip emitter type,flow rate identified as: the source of supply prior to notifying Landscape Architect for inspection. and quantity per plant Irrigated trees and shrubs The Landscape Architect shall inspect selections at source of supply for Top dress planting areas with 2 inches of decomposed granite/desert iv) Overall operation suitability and adaptability selected location. When specimen plants cannot cobble after planting. v) As built 1.08 MAINTENANCE DATA be purchased locally, provide sufficient photographs of proposed material for b. Tree staking g Landscape Architect shall submit 2 copies of typewritten instructions 3.09 ANNUALS c. Overall recommending procedures to be followed by the Contractor and Owner for Plants may be inspected and approved at place of growth for compliance the maintenance of the landscape work for one full year. with specification requirements for quality,size,and variety. Such approval At time of transplanting,soil in flats shall be sufficient so as not to fall apart shall not impair the right of inspection and rejection upon delivery at the site when lifting plants. Install each plant with its proportionate amount of the flat or during the progress of the work. soil in a manner that will ensure a minimum disturbance to the root structure. Install flat material sufficiently deep to cover all roots. Firmly tamp the earth around each plant to force out large&pockets. 1.09 PRODUCT DELIVERY,STORAGE AND HANDLING revisions: Deliver packaged material in containers showing weight,analysis and 3.10 DESERT PAVEMENT/DESERT COBBLE identification of manufacturer. Protect materials from deterioration at all times. Installation of Desert shall occur as the final step in the landscape process Q Provide protective covers to plant life and trees during delivery. Do not and shall be implemented in such a way as to blend with the undisturbed native Q prune trees prior to delivery. Do not bend-tie trees or shrubs in such a areas. The methods and sequencing proposed in this specification may manner as to cause damage or destroy shape. require adjustment to match existing conditions in each specific area. Perform g y p project#: all work with hand tools rather than powered equipment. L 1 Deliver materials after preparation for planting have been completed. Plant LRC007 Upon completion of landscaping ensure that final grade has been established immediately. If planting is delayed for more than 6 hours after delivery,set scale: plant material in shade, protect from weather and mechanical damage and including removal of irrigation wells,and blending and rounding of slopes. NIA keep roots moist. Create troughs of varying shapes no less than 2'x8'and approximately 2"deep issued for: Do not remove container grown stock including ground cover,from and rake in any cobble sized rock that was exposed during the landscape process. 2nd City Review containers until planting time. Cover the trough with soil to expose only the top half of the cobbles. The cobble drawn b should appear as an outcropping. and should be placed in locations and at a y frequency that matches the existing native areas. The quantity of cobble used will Team 1.10 SITE CONDITIONS vary depending on the quantity of cobble exposed during the landscape operation. date: Determine location of underground utilities. Execute work as required to 12/20/05 prevent damage. Randomly shovel or scatter the soil/aggregate mixture over the disturbed areas in varying depths no greater then 1/2". Cover approximately 80%of the disturbed drawing: Maintain grade stakes set by others until directed otherwise. areas with the landscape aggregate. Plant Specifications Protect all existing plant life not scheduled for removal. if any plant material Cobbles 4"and greater,that were collected with the soil/aggregate mixture should that is to remain is damaged, the Contractor,at his expense,will pay for a be half buried. Cobbles less than 4"can be left on the surface. No special replacement plant of the same size and species(to be approved by Owner's placement of these cobbles is intended. agent). Pass over all landscape aggregate and cobble outcrop areas with a straw boom Protect existing utilities, paving and other facilities from damage during to blend. sheet# landscaping operation. Wet down entire area by simulating rainfall to encourage the larger granite materials Coordinate with other contractors. materials to surface and the finds to compact. L5 ,9 I QFPAUA::r-SE1,iT 6 of 7 Copyright©2003 by Greey I Pickett Professional Corp.