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Desert Gateway Phase II_1
- Trees and Palms ` Symbol Scientific Name Common Name Code Name Planting Size Mature Size CPD Character" ` Z Water Use GATEWAY DRIVE GATEWAY DRIVE l Acacia aneura Mulga Acacia AcAn 24"-Box 20'-25' x 12'-15' LOW 0.2 Single Trunk I Branch @ 24" or lower _ I ---- _ ------ -- -" _ W ��- ' Acacia farnesiana Sweet Acacia AcaSm 24"-Box 20' x 20' LOW 0.2 Single Trunk Low Branch @ 24" or lower + + ® �® - + + J + + " - Acacia ste Acacia 4" _ ' it ®� ® + + _ _-- . _ - _ _-�_-�- ,, -- �•�N� n P Y la Shoestring Aca Acst 24"-Box - ..:: 2 0 x 15 20 Sig Trunk Branch @ 24 o h I 5' 3 LOW / Single " MOD 0.35 - Casuarina cunnin hamiana She-Oak CaCu 24"-Box 60' x 30' MOD 0.5 S gle Trunk / Trunk @ 12" or lower j + + B, Parkinsonia 'Hybrid' AZT AZT Hybrid Palo Verde CerAZT 24"-Box 25' x 30' LOW 0.2 Single Trunk / Low Branch @ 12" or lower , r f I \ t(3 Parkinsonia microphyllum Foothill Palo Verde Cemi 24"-Box 1`5' x 15' LOW 0.2 Single Trunk / Low Branch @ 12" or lower Parkinsonia praecox 'AZT' Palo Brea CerciP 24"-Box 20'-25' x 25'-30' LOW 0.2 Single Trunk / Low Branch Chilopsis I. 'Desert Amethyst' Desert Willow Chli 24"-Box 20'-25' x 15'-2Mk 0' LOW / Single Trunk Low Branch ® - _ ® SEE KOHL'S PARCEL PLAN OD 0.35 �- o '' Olea euro aea 'Swan Hill' Fruitless Olive OleSW 24"-Box Multi 20'-30' x 25'-35' MOD 0.5 Single Trunk / Low Branch U) (n KOHL5 - -- -- I E a Branching � g _ _ o SHEET L3. 1 SHEET L3.2 -- -- - + I Pithecellobium mexicanum Mexican Ebony Pitme 24"-Box 30' x 25-30' LOW 0.2 Single Trunk / Low Branch 12" LL ❑- U0 --� + Pithecellobium flexicaule Texas Ebony Pitmfl 24"-Box 20' x 20' "LOW 0.2 Single Trunk / Low Branch @ 12" ,..,,.,. O _ _ Y - I Prosopis glandulosa 'AZT' Thornless Honey Prgl 24"-Box 30' x 30' LOW / Single Trunk / Low Branch Mesquite MOD 0.35 Quercus suber Cork oak Qusu 24"-Box 35' x 35' -LOW 0.2 Single Trunk / Branch - Y -- + P _ o r Washingtonia filifera California Fan Palm Wafi See Plan for Height 80' x 10' hIGH 0.8 Palm trees that have had fronds ,� • Cleaned cut off for ease of transportation • -- i,_7i I Washin tonia robusta Mexican Fan Palm Waro See Plan for Height 100+' x 10' -IIGH 0.8 p r ois g 9 will NOT be accepted. ..� _ ' I, Cleaned and Skinned qt- { ! AZT' Denotes And Zone Trees Vane Mesa, Arizona 480 987 9094 ' a --- -- - :i Branching indicates maximum c clearance s �� .._ -" • ._ 4 II � ...: h'ng height I from grade STOP ST ± Q „;d3 OP oqy o� S _ :" STOP � •,.:;,:..,.,,,.. .:..;;�� F_.._._ ST T �� I f) W W '.a: ®.t:k �' '4 �' ,� t? - �' .,Q I Shrubs, Cacti I I • j -__ _____ Symb.. Scientific c Name Comma, Name Code Name Planting Size CPD Plant Spacing H E ET L _ - S -r L Water Use - - - - ° -- _ -- c� 0- KOI L.S Z°LANDSCAPE METER LOCATION 1 -- a Acacia redolens 'Desert Carpet' Prostrate Acacia Acre 5-Gat LOW 0.2 12' O.C. _ - - -,� - - - - + + I Agave americana Century Plant Agam 5-Gal LOW 0.2 6' O.C. -_ _ __ _- __ _ _ , + Senna artemisioides Feathery Cassia Caart 5-Gal ;. LOW 0.2 T O.C. _._. __ -__ _ __ __ ___ _ Calliandra californica Calliandra Caca 5-Gal LOW 0.2 6' O.C. _____ - -- _ �'°` + Caesalpinia mexicana Mexican Bird of Paradise Caem 5-Gal MOD 0.5 10' O.C. o ---- - - --- - I - - -- -- -- ---- --- - o � ,;� Dalea greggii Trailing Indio DalGr 5-Gal LOW 0.2 6' O.C. Dale rutesce--- - a f ns 'Sierra Negra' Black Dalea Dalf 5-Gal MOD 0.5 4' O.C. - - - - -- + I Dasylirion longissima Mexican Grass DasL 5-Gal LOW 0.2 5' O.C. - -- V 1:- s �ls s is pis s - K�- - - Dasylirion wheeled Desert Spoon Dawh 5-Gal LOW 0.2 5' O.C. 3 -- W W _ - �- P FOR PAMNS LOT L16FITS Echinocactus grusonii Barrel Cactus EncGr 5-Gal LOW 0.2 18" O.C. : :.. STOP ST ® -tee'X 10'��M�FOR�PAID Q O ou uieria s_ lendens Ocotillo Fos 5-7 canes LOW 0.2 5' O.C. q P p �p F - n- a" He peraloe rviflora Red Yucca H 1-Gal L' Pa a LOW OC ® SHEE epa -: I L .5 SfE S 4' . . + Lantana montevidensis Lantana Lama 5-Gal MOD 0.5 6' O.C. ' I I , ZI � e - _-t� -r - 4\-: Lantana_�} + Lantana 'New Gold' LanNG 5-Gal MOD 0.5 4'. ,Q. _ !- I ' Ts M� 'T I I eucophyllum frutescens Texas Ranger Lefr 5-Gal LOW / i i 1 6 O C . LANDSCAPE BY PAD OWNER MOD O.35 UNDER SEPARATE SUBMITTAL I Rosmarinus officinalis 'Prostratus' Dwarf Rosemary RoofP 1- al ry G � MOD 0.5 4 O.C. i I I I I I w - I I I I �- - ' I I I i v'-i it Z'LANDSCAPE METER LOCATION I i - - -�roundcovers I i I i t j 1 1 I I i 1 I I 1 I ' I --T I / - -- - - Ymbol Sc;ient�fic Name - -- Common Name - Code Name Planting Size -- -- - - - - ---- --- - T da - s W -- - - -- ___ ___ _y _- -* _ " a ter Use f� (n I Southwest Boulder & Stone - Sangria Fines Decomposed Granite - 2 Layer After Compaction ___ - U I Planting Areas Unless Otherwise N g � All Plan ing A Noted b PAD + ST - - - - Southwest Boulder & Stone - Cresta Landscape Boulder Boul See Plan, 4'-8'O + P / 4A � ®® ® ! � g3� STO � - I i I : e'X 10' PAD - L.,I / Landscape Calculations: IRRIGATION STATEMENT � ;, - - . .; S ET--L3, // Approximate Site Area: 821,966 sgft. The irrigation system shall use both drip irrigation and fixed flow bubblers for applying� l i •'� _ ;, I I p Total Landscape Area: 146,840 sqft water to proposed landscape areas. Complete irrigation plans will be submitted with CIRCUIT - I construction documents. '- ! � � + Total Shrub Area: 134,299 sgft -� + The system shall utilize a moisture and wind sensing and ET calculating controller. LANDSCAPE BY PAD OWNER ; �'+ UNDER SEPARATE SUBMITTAL I ' > /" See note on Sheet L-2.1 to verify controller /j I ® NOTE: NO TREE PLANTING WITHIN C.V.W.D. } BASEMENTS OR RIGHT F WAY - / /� 'i%r r i / /i E %� Site! scan: r eo / _ - /// See NN ster to �/ � ,/ /,'!�///���ii// / - -See Mast$r �i ,.r i � //r,/.,,✓/ / ji / #.. - '- ,,, ,�no Pin Q North , NO CONFLICTING UNDERGROUND Z , : / / rj :../nr/„ / / r /, �;// �1�/•/�/ir/ //iy l%%������/ ,ff 7/'�i/ D O R �,,.. yy `/ G OUN ELAN o 3o eo 120 FT. MONTEREY AVE. MONTEREY OVERHEAD UTITIES WITHIN PROJECT AREA. , . AVE. I '{ CVWD SIGNATURE BLOCK AREA 'These plans have been reviewed by the Coachella Valley Water District Iny. 44, ; _ n n 4� accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, I 1[T ( Section 65597 at seq.requiring efficient landscape and irrigation design In cooperation with the local governing agency(City or County). "Approval of this drawing by CVWD staff does not constitute approval to -• ®O@ w encroach Into district and USER Rights-of-Way. Trees,plants,walls,and KOHL'S V permanent structures of any kind may not be planted or Installed in CVWD laal , and USBR easements or right-of-way without first obtaining an DESERT GATEWAY PHASE 11encroachment permit from CVWD. J' ' DESERT GATEWAY a. OVERALL PLANTING PLAN DATE .. +" WATER MANAGEMENT SUPERVISOR t CVWD PLAN# _ 'VEVELOPMENT SERVICES SUPERVISOR ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: Underground Service Alert GTNERAI.LY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR MU.BE REQUIRED TO ASSUME SOLE AND LANoscgp BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. 03.23.07 2ND PLAN CHECK �o F FORE y COMPLETE RESPON•SIOUTY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCiDNOF'THE PROJECT, INCLUDING ��� Our ley qRC, ut 8 O SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE .`� �. Si k' ��,'W 1- LOCATION: NO. 155 ' � v o Gp Call: TOLL FREE UNITED TO NORMN-WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD �` ' '� RC h '' oP c+ DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL tIA�UTY, REAL OF ALLEGm. Ni CONNECTION WITH THE PERFORMANCE OF n L3.0 2.5 BRONZE DISK STAMPED LS 4146 BM WORK ON THIS PROJECT, Development Resource Consultants inc.1 -800 EXCEPTING LIABILITY ARISING FROM THE SOU NEGLIGENCE OF DESIGN PROFESSIONAL N , 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A Civil Engineering . Land Surveying . Land Planning DESERT GATEWAY PHASE II t GERALD FORD DR. AT THE EAST B.C.R. SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO IXISRNG UTILITIES EXCEPT THOSE SHOWN DR C � 800 S. ROCHESTER AVENUE, SUITE 4C �� �j= , � r,.., 2 2 7-2 6 0 0 rr E ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS C U R L E Y AND A S S O C I A T ES, IN C EAST ON MONTEREY AVE. 2.0 E LY OF DA PlantingaPlan dill ON THESE PLANS. THE CONTRACTOR LS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTMIES SHOWN, TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. L_ A N o s a A P E A re e H I T c a' T s B.C.R. 1 -3o1r0T 776 EAST GREEN STREET,SUITE 240,PASADENA,CALIFORNIA 91 10 1 C � ' UNAUTHORIZED CHANGES & USES: CONSTRucTToN CONTRACTOR AGREES THAT IN ACCORDANCE WITH sr .P CHECKED BY• 7 NORTH EAST CORNER OF BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRA rim, CONSTRUCTION CONTRACTOR WILL� REQUIRED 10 ASSUME SOLE AND �TF of CAt�F�� CA 36e3 Az 3ol00 �8 2068 NM 381 2 NV 679 cLARe 3I9 ELEV.: 316.435 (NGVD29) � MONTEREY AVENUE AND 35th STREET COMPLETE RESPONSIBIUTY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT01OF THE PROJECT, INCI.UDING JJJ RC W.O. U01-230 FOR XX F.B. XX • .. s , Trees and Palms 2 7 5 Symbol Scientific Name Common Name Code Name Planting Size Mature Size CPD Character** 14 Z Water Use Acre Cemi CacaAe� Caart IV _ W W Acacia aneura Mulga Acacia AcAn 24%Box 20'-25' x 12'-15' LOW 0.2 Single Trunk/ Branch @ 24" or lower Acacia farnesiana Sweet Acacia AcaSm 24" Box 20' x 20' LOW 0 2 Single Trunk/ Low Branch 24" or lower J - n nBranch W Acacia stenophylla Shoestring Acacia Acst 24"-Box 25-30' x 15'-20' ' L�IAOD-O- Single Trunk Q Casuarina cunninghamiana She-Oak CaCu 24"-box 60' x 30' MOD 0.5 Single Trunk/Trunk @ 12" or lower 0 -I- + _ _ : + Parkinsonia 'Hybrid'AZT AZT Hybrid Palo Verde CerAZT 24"-Box 25' x 30' LOW 0.2 Single Trunk/ Low Branch @ 12" or lower _ Z Parkinsonia microphyllum Foothill Palo Verde Cemi 24"-Box 15' x 15' LOW 0.2 Single Trunk/ Low Branch @ 12" or lower +• + - Q + -J Parkinsonia praecox 'AZT' Palo Brea CerciP 24"-Box 20'-25' x 25'-30' LOW 0.2 Single Trunk/ Low Branch 0 U) d Chilopsis I. 'Desert Amethyst' Desert Willow Chi! 24"-Box 20'-25' x 15'-20' LOW/ Single Trunk/ Low Branch + + .. 14 - MOD 0.35 Trunk/ Low Branch D 0. Single m Multi 20 30 x 25-35 MO 5 Lamo I W 24"-Box x Mu t a Fruitless live O eS o Olea euro sea Swa n Hill Fruit ess O P .� Branching Y Pithecellobium mexicanum Mexican Ebony Pitme 24"-Box 30' x 25'-30' LOW 0.2 Single Trunk/ Low Branch @ 12" CerAZT Qusu � - _ � + Pithecellobium flexicaule Texas Ebony Pitmfl 24"-Box 20' x 20' LOW 0.2 Single Trunk/ Low Branch @ 12" 1 Prosopis glandulosa 'AZT' Thornless Honey Prgl 24"-Box 30' x 30' LOW/ Single Trunk/ Low Branch �-- W Mesquite MOD 0.35 ® Quercus suber Cork oak Qusu 24"-Box 35' x 35' LOW 0.2 Single Trunk/ Branch 2 - OIeSW 1 Washingtonia filifera California Fan Palm Waft See Plan for Height 80' x 10' HIGH 0.8 Palm trees that have had fronds + ® Cleaned HIGH 0.8 cut off for"ease of transM�rtation" Washingtonia robusta Mexican Fan Palm Waro See Plan for Height 100+ x 10 will NOT be accepted. _ Cleaned and Skinned _ 'AZT' Denotes Arid Zone Trees Variety: Mesa, Arizona: 480-987-9094 Cacu ® ** Branching height indicates maximum clearance from grade 15 Shrubs, Cacti Caca Symbol Scientific Name Common Name Code Name Planting Size CPD Plant Spacing Water Use OAcacia redolens 'Desert Carpet' Prostrate Acacia Acre 5-Gal LOW 0.2 12' O.C. Agave americana Century Plant Agam 5-Gal LOW 0.2 6' O.C. 4 6 CN Senna artemisioides Feathery Cassia Caart 5-Gal LOW 0.2 7' O.C. Caem • Calliandra californica Calliandra Caca 5-Gal LOW 0.2 6' O.C. Cemi - Caesalpinla mexicana Mexican Bird of Paradise Caem 5-Gal MOD 0.5 10' O.C. Dalea greggii Trailing Indigo DalGr 5-Gal LOW 0.2 & O.C. 3 0 Dalea frutescens 'Sierra Negra' Black Dalea Dalf 5-Gal MOD 0.5 4' O.C. Cllll - Dasylirion longissima Mexican Grass DasL 5-Gal LOW 0.2 V O.C. 5 Dasylirion wheeled Desert Spoon Dawh 5-Gal LOW 0.2 5' O.C. Lefr � Echinocactus grusonii Barrel Cactus EncGr 5-Gal LOW 0.2 18 O.C. - i Fouquieria splendens Ocotillo Fosp 5-7 canes LOW 0.2 5' O.C. I Q � Hesperaloe parviflora Red Yucca Hepa 1-Gal LOW 0.2 4' O.C. 16 Lantana montevidensis Lantana Lamo 5-Gal MOD 0.5 6' O.C. Lamo - Lantana 'New Gold' Lantana LanNG 5-Gal MOD 0.5 4' O.C. V J Leucophyllum frutescens Texas Ranger Lefr 5-Gal LOW/ 6' O.C. MOD 0.35 + 6 25' W 0 Rosmarinus officinalis 'Prostratus' Dwarf Rosemary RoofP 1-Gal MOD 0.5 4' O.C. - + Groundcovers 7 CL CLSymbol Scientific Name Common Name Code Name Planting Size Water Use Acre I + I Southwest Boulder& Stone - Sangria Fines Decomposed Granite -2" Layer After Compaction All Planting Areas Unless Otherwise Noted U) Southwest Boulder& Stone - Cresta Landscape Boulder Boul See Plan, 4'-8'0 I (� I � _ Landscape Calculations: IRRIGATION STATEMENT Approximate Site Area: 821,966 sqft. The irrigation system shall use both drip irrigation and fixed flow bubblers for applying Total Landscape Area: 146,840 sqft water to proposed landscape areas. Complete irrigation plans will be submitted with SEE SHEET L3 . 3■� �■ �� �� �� �. �� �� �� I ■� I �� �� I Total Shrub Area: 134,299 sgft construction documents. The system shall utilize a moisture cAan dower�d sensing and ET calculating controller. See note on Sheet L-2.1 to verify GENERAL PLANTING NOTES PERCOLATION TEST i 1. Installer shall be responsible for making himself familiar with all underground utilities, pipes and structures. 14. Remove stakes and trellis from vines and espaliers and secure to walls, fences and posts as per detail The landscape installer shall dig (as test areas) four (4) plant pits of 24" box size, or larger, at four(4) locations Installer shall take sole responsibility for any cost incurred due to damage of said utilities. minimum within the job site. Pits are to be filled with water. The results of this test shall be reported to the 15. In all cases "Root Bound" trees will not be accepted. landscape architect and owner 48 hours after initiating. test pits shall be in actual location of trees as shown on the 2. Installer shall not willfully proceed with construction as designed when it is obvious that unknown obstructions plan. Failure to carry out this test shall make the landscape installer liable for any and all trees that die due to poor and/or grade differences exist that may not have been known during design. 16. All Washingtonia Palms shall be skinned except Washingtonia filifera to the green fronds above and shall be water percolation beyond the agreed guarantee period. as per the brown trunk height (BT) as indicated on the planting plan and legend. 3. All plant material shall be approved prior to installation. OPTION 1 17. All Phoenix Palms shall be "Pineapple Cut" skinned and shall be as per the brown trunk height (BT) as Should the water drain out of the test pits at a normal rate indicating good percolation then tree detail "A" and shrub 4. Final location of all plant material shall be subject to the approval of the Construction Manager. indicated on the planting plan and legend and matched to be of equal height in each area of use. planting detail "A" shall be utilized. 5. See details for staking method and plant pit dimensions. 18. Brown Trunk Height "BT" shall mean as measured from the ground line to the base of the heart leaf. OPTION 2 In the event any amount of water is left standing in the test pit (per the above procedure) 24 hours after initiating 6. If conflicts arise between size of areas and plans, Installer to contact Construction Manager for resolution. 19. All Palms must be certified by a licensed Plant Pathologist for "Verticylium Wilt" and "Black Diamond" disease. the percolation test then the vertical mulching details for tree detail "B" and shrub detail "B" shall apply to all trees Failure to make such conflicts known to the Construction Manager will result in Installer's liability to relocate the Written documentation must be provided prior to planting. and shrubs regardless of size. These details shall supersede all other planting details however the tree staking materials. requirements of tree planting detail "A" shall remain intact in either case, as will the "Agriform Tablets." 20. No trees are to be planted within or above site storm drain pipes, swales or retention basins. 7. All ground covers to be held back 36" from edge of curb. 21. Final tree staking to be determined based on tree trunk structure. Related detail for bidding purpose only. DECOMPOSED GRANITE NOTES: 8. Ground covers shall be informal spacing. 22. The followingshall be submitted to the Landscape Architect for review and approval of all plant material, p pp p LAYER OF 'SANGRIA FINES' DECOMPOSED GRANITE TO BE COMPACTED ' 9. Trees shall be located minimum 5 from walls, overhead, walks, headers and other trees within the project, decomposed granite, and cobble/stone prior to installation: TO A 2" DEPTH W/ STABILIZER CONTINUOUS IN ALL PLANTERS UNDER unless otherwise shown. 1. Photo of all materials (including trunk structure of trees) noting nursery location. DECOMPOSED GRANITE (D.G.) - INSTALL (MIN.) A aau 2. A review of all trees and shrubs shall take place prior to delivery from the nursery. ALL TREES AND SHRUBS AS INDICATED. AVAILABLE THROUGH b 10. All planting areas to be top dressed with a layer of D.G. 3. A review of all plant material on-site and prior to installation SOUTHWEST BOULDER & STONE (760)751-3333. BEFORE ° 4. Provide samples and sources of all D.G. and cobble material PLACING GRANITE, COMPACT SUB-GRADE TO 85%. AFTER �� 11. Separate all ground cover and shrub areas from lawn areas with headers as per the installation details. P 5. The Landscape Architect reserves the right to reject and material at any time prior to the end of the end of the PLACING GRANITE: RAKE SMOOTH, WET TO ENTIRE DEPTH, ' o maintenance period. ALLOW TO DRY, THEN LIGHTLY SCARIFY SURFACE WITH A LEAF RAKE. o o I 12. No root barriers. a 0 10 20 40 FT" KEEP TOP OF GRANITE 1" BELOW ADJACENT WALKS AND CURBS. ° DO NOT ALLOW GRANITE TO TOUCH THE TRUNK OF ANY greater than 3:1 in shrub areas shall be covered jute mesh to prevent soil erosion during plant o _ ! CVWD SIGNATURE BLOCK AREA 13. All slopes g 1 P PLANT. INSTALL AFTER INSTALLATION OF PLANT MATERIAL establishment MAKING NOTE OF PLANT HEIGHT SO THEY ARE NOT BURIED BY D.G.. These plans have been reviewed by the Coachella 1,C usury water District in � �,° o �� „n^,F+ � accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 at seq.requiring efficient landscape and irrigation design in ° a °.�. North e . cooperation with the local governing agency(City or County). w ..---. - -- "Approval of this drawing by CVWD staff does not constitute approval to NOTE: NO TREE PLANTING WITHIN C.V.W.D. . o o encroach into district and USBR Rights-of-Way. Trees,plants,walls,and permanent structures of any kind may not be planted or installed in CVWD EASEMENTS OR RIGHT OF WAYS a r�s and USER easements or right-of-way without first obtaining an encroachment permit from CVWD. DESER GATEWAY PHASE 11 KOHL'S snwtt.;=r..i :<osca::v ma. DESERT GATEWAY LANDSCAPE PLANTING PLAN NO CONFLICTING UNDERGROUND OR DATE WATER MANAGEMENT SUPERVISOR OVERHEAD UTITIES WITHIN PROJECT AREA. Key Map CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR L�? No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. ENGINEERS NOTE TO CONTRACTOR: coNsrRuom CONTRACTOR AGREES THAT IN AaORDANCE WITH 1.ANDSCgp lhtderWound Service Alert GENERALLY ACc� C�iRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQN8IED TO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK ��° our F qR L3,1�� �. y a LOCATION: NO. 155 RCCOMPLETE RESPONSIRR FOR THE JOB SITE CONDITIONS DURING TFE COURSE CONSTRUCTIONOF THE PROJECT, INCLUDING y ° �� E�EFORE y0 SAFETY OF ALL PERSONS AiIO PROPERLY,THAT THIS REQIhIOiT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT 8E �o m� - ss F� 2.5" BRONZE DISK STAMPED LS 4146 BM Ge Call: TOLL FREE Worao,IO INouITs, AND«nrsRucTION coNTRActoR FURTINER AGREES ro DEFEND, INDEMNIFY AND HOLD w oP DESIGN PROFESSIONAL HARMLESS FROM ANY AND All UABNP, WA OF ALLEGED. IN CONNECTION tWN THE PERFORMANCE OF Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II 1 -8 O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. Civil Engineering • Land Surveying . Land Planning t ._C GERALD FORD DR. AT THE EAST B.C.R. - THE E>aSIENCE AND LOCATION OF ANY INNDERGROUNO UTILRIE OR STRUCTURES SHOWN NV THESE PLANS WERE OBTAINED BY A 800 S. ROCHESTER AVENUE, SUITE 4C EAST ON MONTEREY AVE. 2.0' E'LY OF DA PlantingPlan cx� SEARCH OF AVAAABLE RECORDS. TO THE BEST OF OUR ,THERE ARE NO DOTING WOES EXCEPT THOSE SHOWN * ��E * DRC CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N 0 S C U R L E Y AND A S S 0 C I A T E S, I N C 2 2 2 6 O O ON THESE KANS. THE CONTRACTOR S REQUIRED TO TAKE ALL PIEGIUTIONSRI'MEASURE TO PROTECT THE U LURES SHOWN, L. A N O 9 C A P E A R C M 1 T E C T B B.C.R. «A TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12.31.07 776 EAST GREEN STREET,SUITE 240, PASADENA,CAL.UFORNIA 91 101 IT UNAUTHORIZED CHANGES & USES: l:oNSTRt�noN cIO1VTRACrOR AGREES THAT IN ACCORDANCE WITH W. CHECKED BY: E NORTH AVENUE CORNER OF BEFORE YOU DIG srgr ��P TT37 26.683.8182 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND 35th STREET GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND F OF CAI.`p0� CA 3583 AZ 301 00 L!T 377204 NM 3 12 NV 57e CLARB 319 COMPLETE RESPONSTBUW FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCIIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX 5 5 f i Trees and Palms p Symbol Scientific Name Common Name Code Name Planting Size Mature Size CPD Character"* �■ Z Water Use W 10 4 �} (� Acacia aneura Mulga Acacia cAn 24"-Box 20'-25' x 12'-15' LOW 0.2 Single Trunk/ Branch @ 24" or lower W SEE HEET 0 L3 . 3 - Acacia farnesiana Sweet Acacia AcaSm 24" Box 20' x 20' LOW 0 2 Single Trunk Low B 24" or wee k/ ranch lower Pitme - ngle @ 9 LU Acacia step p y la Shoestring Acacia Acst 24 -Box 25'-30'x 15' 20' Single Trunk!Branch @ 4" -- g ___ _. _ _____-- _ _.._._ ___ DaSL �. MOD 0.35 .: o h I 'n Aca ' LOW! 2 1025 d Casuarina cunninghamiana She-Oak CaCu 24"-Box 60'x 30' MOD 0.5 Single Trunk/Trunk @ 12" or lower Wafi _ 0 - - Parkinsonia 'Hybrid'AZT AZT Hybrid Palo Verde CerAZT 24"-Box 25' x 30' LOW 0.2 Single Trunk/ Low Branch @ 12" or lower La o C} em p QParkinsonia microphyllum Foothill Palo Verde Cemi 24"-Box 15'x 15' LOW 0.2 Single Trunk/ Low Branch @ 12" or lower 12 - - -_- ___ 2 _ ____.___! _ J Parkinsonia praecox'AZT' Palo Brea CerciP 24"-Box 20'-25'x 25'-30' LOW 0.2 Single Trunk! Low Branch >� _ (D Dalf 4 . CerCl P __. _.. _. __ __.__ Chilopsis I. 'Desert Amethyst' Desert Willow Chii 24" Box 20' 25' x 15'-20' LOW/ Single Trunk/ Low Branch ACaSm _ _ ___ _ __ ___ MOD 0.35 Olea eur p ea 'Swan Hill' Fruitless Olive OleSW 24" B Multi 20' 30'x 25' 35' MOD 0 5 Single Trunk/ Low Branch am --- - - Branching o a u ' - - 'n le ��� - 'Pithecellobium mexicanum Mexican Ebony Pitme 24"-Box 30' x 25-30' LOW 0.2 Single Trunk/ Low Branch @ 12" �, »� + Pithecellobium flexicaule Texas Ebony Pitmfi 24"-Box 20'x 20' LOW 0.2 Single Trunk/ Low Branch @ 12" ''�' ..i N Prosopis glandulosa 'AZT' Thornless Honey Prgl 24"-Box 30' x 30' LOW/ Single Trunk/Low Branch Mesquite MOD 0.35 �, '� s �r �_�•. '� > ''» > Quercus suber Cork oak QUSU 24"-Box 35'x 35' LOW 0.2 Single Trunk/ Branch gym. � Da Gr 2 25 , Washingtonia filifera California Fan Palm Wafi See Plan for Height 80' x 10' HIGH 0.8 Palm trees that have had fronds Wafi KO H S Cleaned cut off for"ease of transportation" • • • • • • ! I Washingtonia robusta Mexican Fan Palm Waro See Plan for Height 100+' x 10' HIGH 0.8 will NOT be accepted. Cleaned and Skinned .. • ,l•• , .. • „•• . „ .. .• LOU A •• A „ ' ,•" •, „ • •, 'AZT' Denotes Arid Zone Trees Variety: Mesa, Arizona: 480-987-9094 � � t Branching height indicates maximum clearance from de n ei m grade W .A 'A Afi,, U) A8� A A. STOP "A. A . , Shrubs,< A A ,§& AA AA":'AA -A 4 AAA A A &A A S) 4 AAA .4 HA 11-A.. A Cacti A AAA 'AAA , . . , Symbol Scientific Name Common Name Code Name Planting Size CPD Plant Spacing �� _ Water Use OAcacia redolens 'Desert Carpet' Prostrate Acacia Acre 5-Gal LOW 0.2 12' O.C. CL Agave m r' - a e a e icana Ce ntury to Plant A m a 5-Gal LOW 0.2 9 rY g O 6 O.C. ACSt , Senna artemisioides Feathery Cassia Caart 5-Gal LOW 0.2 7' O.C. 33 2 27 58 7 18 - Caart Waro LanNG Cemi Fosp _ Calliandra califomica Calliandra Caca 5-Gal LOW 0.2 6' O.C. j Caesalpinia mexicana Mexican Bird of Paradise Caem 5-Gal MOD 0.5 10, O.C. „3 Dalea greggii Trailing Indigo Da)Gr 5-Gal LOW 0.2 6' O.C. m Dalea fru escens 'Sierra N gra' Black Dalea Dalf 5-Gal MOD 0.5 4' O.C. t kD 27 : Dasylirion longissima Mexican Grass DasL 5-Gal LOW 0.2 5' O.C. Caart <0 - J r_ Dasylirion wheeled Desert Spoon Dawh 5-Gal LOW 0.2 5' O.C. i < < i Z 4 7'! Echinocactus grusonii Barrel Cactus EncGr 5-Gal LOW 0.2 18" O.C. m War - ���� O � Fouquieria splendens Ocotillo Fosp 5-7 canes LOW 0.2 5' O.C. p Hesperaloe parviflora Red Yucca Hepa 1-Gal LOW 0.2 4 O.C. Lantana montevidensis Lantana Lamo 5-Gal MOD 0.5 6' O.C. m 22 3 13 - Lantana 'New Gold' Lantana LanNG 5-Gal MOD 0.5 4' O.C. w Q Hepa Chli Prgl 6 Q W Leucophyllum frutescens Texas Ranger Lefr 5-Gal MOD 0.35 6' O.C. OIeS1l1/ II Rosmarinus officinalis 'Prostratus' Dwarf Rosemary RoofP 1-Gal MOD 0.5 4' O.C. ry Z � gzGroundcovers Symbol Scientific Name Common Name Code Name Planting Size Water Use Southwest Boulder& Stone- Sangria Fines Decomposed Granite -2" Layer After Compaction All Planting Areas Unless Otherwise Noted Southwest Boulder& Stone - Cresta Landscape Boulder Boul See Plan, 4'-8'flJ 1 W - CerAZT' Landscape Calculations: IRRIGATION STATEMENT Approximate Site Area: 821,966 sgft. The irrigation system shall use both drip irrigation and fixed flow bubblers for applying - ° Total Landscape Area: 146,840 sgft water to proposed landscape areas. Complete irrigation plans will be submitted with , - Total Shrub Area: 134,299 sgft construction documents. - --H E 7 The system shall utilize a moisture and wind sensing and ET calculating controller. See note on Sheet L-2.1 to verify controller ASIM .� �. seesnee.ss � f� 1►R9 ''R11' TT•swen. Scale: Ir 20' I�• � P ,fib `� b 0 North 0 10 20 40 FT. d b 9 Lam.. 1 o {. CVWD SIGNATURE BLOCK AREA 4 I' These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 at seq.requiring efficient landscape and irrigation design in 6f.13y,. see eHeezue cooperation with the local governing agency(City or County). NOTE: N O TREE PLANTING WITHIN C.V.W.D. LL #Approval of this drawing by CVWD staff does not constitute approval to aawany f ° t + ,lay� encroach into district and USER Rights-of-Way. Trees,plants,walls,and EASEMENTS O R RIGHT O F WAYS � � 4 , ,T��r�, °•�� _ permanent structures of any kind may not be planted or Installed in CVWD DESERT GATEWAY PHASE 11 KOHL'Sand USBR easements or right-of-way without first obtaining an " encroachment permit from CVWD. NO CONFLICTING UNDERGROUND OR DESERT GATEWAY LANDSCAPE PLANTING PLAN DRTE yYRTJ=R A4,4�N,4+�EA4EJ�T S2J€'E+�VISf?R OVERHEAD UTITIES WITHIN PROJECT AREA. Key a CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR No. DATE REVISIONS A d ' ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION COMRAQm mREES THAT IN acxoRav wmi PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. w Under 'ound Service Alert GENERNI.Y ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR MALL BE REQUIRED TO ASSUME SOLE AND o �AryoscapF 03.23.07 2ND PLAN CHECK �� egFORE yQG COMPLETE RESPONSIBIITY FOR THE JOB SITE CONDITIONS DIALING THE COURSE OF THE PROJECT, INC IDING y�� y h�cy� LOCATION: NO. 155 RC Cur le Call: TOLL FREE SAFETY OF ALL Pews AND PROPERTY TNAT THIS muRaw SHALL BE MADE TO APPLY C�ITINUOUSLY AND NOT BE a ,� LMATED TO NORMAL WORKING HOURS,AND CONSRUCTON CONTRACTOR FURTO AGREES TO DEFEND, INDEMNIFY AND HOLD w s o " L3,5 DESIGN PROFESSIONAL.HARMLESS FROM ANY AND ALL UABAJTY REAL OF AtLEcm IN CONNECITON MATH TW PERFORMANCE OF aw .5 BRONZE DISK STAMPED LS 4146 BM ; 1 -8 0 o WORK ON THIS PROJECT, EXCEPTING LIABIIJTY ARISING FROM THE SOLE NEGUGENCE OF DESIGN PROFESSIONAL Development R@SOUCC@ Consultants, Inc.I 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II Civil Engineering , Land Surveying , Land Planning GERALD FORD DR. AT THE EAST B.C.R. THE E)ASTENtE AND LOCATION OF ANY UNDERGROUND U1ILITES OR STRUCTURE'S SHOWN At THESE PLANS MARE OBTAIED BY A tNC 2 2 7-2 6 0 0 OF�v F- • m N�OF OR ,mm An No EXISTING E>�,Hm N D R Ce 800 S. ROCHESTER AVENUE, SUITE 4C , r _- ON THESE * „��, * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y Ai1D A S S 0 C I A T E S INC EAST ON MONTEREY AVE. 2.0 E LY OF DA CONTRACTOR MUM To TAKE ALL PIECAUTIDAMA IAAOT To PROTECT O SHOWN, 12-31 L A N o 3 C A F- E A ra c H 1 T F_ C' T s B.C.R. Plantlu PlanTWO WORKING DAYS AND S RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE UNES OR STRUCTURES. P ,`:y, 776 EAST GREEN STREET,SUITE 240, PASaoENA,CALIFORNIA 9 1101BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH rg a� TEL.626.683,8182 CHECKED BY: ® NORTH CORNER OF GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REWIRED TO ASSUME SOLE AND F OF CAL�F� CA 3583 Az 30100 UT377204 NM 312 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND 35th STREET21 COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDMONS DURING THE COURSE OF THE PROJECT, INCLUDING RC u W.O. U01-230 FOR: XX F.B. XX �.s i Trees and Palms Symbol Scientific Name Common Name Code Name Planting Size Mature Size CPD Character" ( + SEE SHEET L3 . 4 LU Z Water Use Acacia aneura Mulga Acacia AcAn 24"-Box 20'-25'x 12'-15' LOW 0.2 Single Trunk/ Branch 24" or lower o @ 0 Cacti ! J Acacia farnesiana Sweet Acacia AcaSm -24"-Box 20' x 20' LOW 0.2 Single Trunk L " -- __ / ow Branch 4 or lower 11 10 i •,•• • � W --- 3 DaSL Agam _ � a Acacia sten p y la Shoestring caaa Acst 24" Box 25-30 x 15-20 MOD 0 35 Single Trunk/Branch @ 24 ' o h ! A • •• • - LOW/ 'n le Chtll Casuarina cunninghamiana She-Oak CaCu 24"-Box 60' x 30' MOD 0.5 Single Trunk/Trunk @ 12" or lower 0 Parkinsonia 'Hybrid'AZT AZT Hybrid Palo Verde CerAZT 24"-Box 25' x 30' LOW 0.2 Single Trunk/ Low Branch @ 12" or lower y, ( Z Parkinsonia microphyllum Foothill Palo Verde Cemi 24"-Box 15' x 15' LOW 0.2 Single Trunk/ Low Branch @ 12" or lower 1 215J1 - -- -------- __- ______-_ - + -'1 Parkinsonia praecox AZT Palo Brea CerciP 24 -Box 20-25 x 25-30 LOW 0.2 Single Trunk/ Low Branch 5 Wafi 4 Cem l AeAn ___ ____ _ ___ ___ _ -_ _-_ I Chilopsis I. 'Desert Amethyst' Desert Willow Chli 24"-Box 20'-25' x 15'-20' LOW/ Single Trunk/ Low Branch + + ! - MOD 0.35 Olea europaea 'Swan Hill' Fruitless Olive OIeSW 24"-Box Multi 20'-30' x 25'-35' MOD 0.5 Single Trunk/ Low Branch Branching KOHL'S Pithecellobium mexicanum Mexican Ebony Pitme 24"-Box 30' x 25-30' LOW 0.2 Single Trunk/ Low Branch @ 12" 0VIZO d01Z - + Pithecellobium flexicaule Texas Ebony Pitmfl 24"-Box 20'x 20' LOW 0.2 Single Trunk/ Low Branch @ 12" d 14 Prosopis glandulosa 'AZT' Thornless Honey Prgl 24"-Box 30' x 30' LOW/ Single Trunk/ Low Branch - - L I�rt.7 f"it r- GONTRO�.Lr-R Mesquite MOD 0.35 Quercus suber Cork oak Qusu 24"-Box 35' x 35' LOW 0.2 Single Trunk/ Branch inn I 2 HO r-L FOR FA K I N6 LOT L I(5HT5 Washingtonia filifera California Fan Palm Wafi See Plan for Height 80' x 10' HIGH 0.8 Palm trees that have had fronds OIeSW , Cleaned cut off for"ease of transportation" r p, A PAD Washingtonia robusta Mexican Fan Palm Waro See Plan for Height 100+' x 10' HIGH 0.8 will NOT be accepted. G i X I O I T AN5FORMrR Cleaned and Skinned T y 'AZT' Denotes Arid Zone Trees Variety: Mesa, Arizona: 480-987-9094 1 , ** Br d y Ching height indicates es maximum clearance from grade 2912 _ Acre Shrubs, Cacti LanNG Symbol Scientific Name Common Name Code Name Planting Size CPD Plant Spacing 3 9 Water Use _ _. Acacia redolens 'Desert Carpet' Prostrate Acacia Acre 5-Gal LOW 0.2 12' O.C. I ; Agave americana Century Plant Agam 5-Gal LOW 0.2 6' O.C. 18 Dalf Senna artemisioides Feathery Cassia Caart 5-Gal LOW 0.2 7' O.C. U) 4 Calliandra californica Calliandra Cace 5-Gai LOW 0.2 6' O.C. + 0 Caem Caesalpinia mexicana Mexican Bird of Paradise Caem 5-Gal MOD 0.5 10, O.C. + ' + I Dalea greggii Trailing Indigo DalGr 5-Gal LOW 0.2 6 O.C. I Dalea frutescens 'Sierra Negra' Black Dalea Dalf 5-Gal MOD 0.5 4' O.C. 4 + ! Dasylirion longissima Mexican Grass DasL 5-Gal LOW 0.2 5' O.C. Pitfl I I Dasylirion wheeled Desert Spoon Dawh 5-Gal LOW 0.2 5' O.C. 5 Echinocactus grusonii Barrel Cactus EncGr 5-Gal LOW 0.2 18" O.C. it I g Fouquieria splendens Ocotillo Fosp 5-7 canes LOW 0.2 5' O.C. ' + I Hesperaloe parviflora Red Yucca Hepa 1-Gal LOW 0.2 4' O.C. I ! Lantana montevidensis Lantana Lamo 5-Gal MOD 0.5 ' LANDSCAPE BY PA s o.c. C D OWNER UNDER SEPARATE SUBMITTAL Lantana 'New Gold' Lantana LanNG 5-Gal MOD 0.5 4' O.C. 4 Leucophyllum frutescens Texas Ranger Lefr 5-Gal LOW/ 6' O.C. Fos 8 M �� '''� DaIGr � OD 0.35 ' Rosmarinus officmalis Prostratus' Dwarf Rosemary RoofP 1 Gal MOD 0 5 4' O ep - - .C. 0 Groundcovers 39 I Symbol Scientific Name Common Name Code Name Planting Size Water Use Lamo Southwest Boulder& Stone - Sangria Fines "g a nes Decomposed Granite -2 Layer After Compaction ' All Planting Areas Unless Otherwise Noted I I 1-8'0 2 LAND50APE METr-R LOCATION Southwest Boulder& Stone - Cresta Landscape Boulder Boul See Plan 4'-8'0 BOUT � p I ..mnis� I 1 11111 1 1Landscape Calculations: IRRIGATION STATEMENT SEE SHEET L3 . 8 +� � � � � � �� � � � �� Approximate Site Area: 821,966 sgft. The irrigation system shall use both drip irrigation and fixed flow bubblers forapplying 9 Y p 9 Total Landscape Area: 146,840 sgft water to proposed landscape areas. Complete irrigation plans will be submitted with Total Shrub Area: 134,299 sgft construction documents. The system shall utilize a moisture and wind sensing and ET calculating controller. See note on Sheet L-2.1 to verify controller 'L y: t)II I_ „Tli•!:Y LR:.f_ b_ I AMU" ° Q, Scale' r 20' c� 0 10 20 40 FT. North CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, x 1 ���� Section 65597 at seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). NOTE: N O TREE PLANTING WITHIN C.V.W.D. e *Approval of this drawing U BR Ri staff does not constitute approval n 0 encroach into district and USBR Rights-of-Way. Trees,plants,walls,and �+ ' EASEMENTS O p p I G H T O 1- WAYS permanent structures of any kind may not be planted or installed in CVWD GATEWAY �■ *un and USBR easements or right-of-way without first obtaining an DESERT � o I ,. �� , �,,.. ,,d encroachment permit from CVWD. DESERT GATEWAY LANDSCAPE PLANTING PLAN NO CONFLICTING UNDERGROUND OR rt - ■ ■ DATE WATER MANAGEMENT SUPERVISOR OVERHEAD Ufi(filE5 WiTHiN PROJECT AREA. Vicinity CVWD PLAN# a DEVELOPMENT SERVICES SUPERVISOR Under Otlnd Serve Alert ENGINEER'S NOTE TO CONTRACTOR: coNsTRU im CONTRACTOR AGREES THAT IN ACCORDMrM WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY F �' GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE RMUIRED TO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK �o `pND3QApF C PALM DESERT DRAWING NO. AFORE C061PlETE RESPOFISBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF THE PROJECT,INfxUDING �`�� C°r'ey qR� LOCATION: NO. 155 y L3.6 YSAFETY OF ALL PERSONS AND PROPERIi',THAT THIS REWIREIM SHALL BE MADE TO APPLY�Y AND NOT BE � �� �� RC CaII: TOLL FREE UMTED TO NORMN.WORIONG HOURS AND CONSRIACTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD � � s � »1 -$00 DPI IMOSIONIL T FROM An AID MLUAauTr Wx or ALLEGED. IN 00NKM WI HTHE PERFOI�J n Development Resource Consultants Inc. 2.5 BRONZE DISK STAMPED LS 4146 BM WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN P� y `f" + 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE 11 THE DDSTBVCE AND LOCATION OF ANY 1pI>ERGROUND UTILITIES OR SfRUCTUR6 SHOWN pC THESE PLANS WERE t1TANiED BY A Civil Engineering Land Surveying • Land Planning 1, C2 2 7-2 6 0 0 S OF AVM RECOlIDS. TO THE D�IF Will tOIriMIEM TX ARE NO EXIT�EXCEPT THE SHOWN DRf% 800 S. ROCHESTER AVENUE, SUITE 4c GERALD FORD DR. AT THE EAST B.C.R. ON THESE PLANS. THE CONTRACTOR IS REOIHO TD TAKE ALL PRECAUt10NSRY MEASURES TD PROTECT THE MITES SHOWN, * ,,, * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y AHD A S S 0 C I A T E S, I N C EAST ON MONTEREY AVE. 2.0 E LY OF DA TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE ONES OR STRUCTURES. LANDSCAPE AFtcH , TmcTs B.C.R. Plantionill: Plan exv.ogre 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 �� BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: (AFISTRUCTWN CONTRACTOR AGREES THAT IN ACCORDANCE WITH sr 07 \P CHECKED BY: 0 NORTH EAS CORNER OF GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REWIRED TO ASSUME SOLE AND Lrr 7204 3.8182 4m. RTe o� cn��F°�� CA 3583 AZ 30100 lJT 377204 NM 312 Nv spa CLARB 319 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND 35th STREET RC W.O. U01-230 FOR: XX F.B. XX ' THE SITE CONDITIONS DURING THE COURSE OF O�ISTRIlCTIONOF THE PROJECT, MICWDMIG i Trees and Palms Symbol Scientific Name Common Name Code Name Planting Size Mature Size CPD Character" - 3 ! Z Water Use W i _ _ _ _ _ _ _ _ _ _ _ SE : ■ Acacia aneura Mulga Acacia AcAn 24n-Box 201-251 x 121 151 LOW 0.2 Single Trunk/ Branch @ 24" or lower ., S! HE • .. .• d01S - - - -------- --- - `�-� I Acacia faesiana Sweet Acacia AcaSm 24 -Box 20 x 20 9 @ LOW 0.2 Single Trunk/ Low Branch 24 or lower Again •. � rn .�;; Q ;.;� Acacia stenophylla Shoes#rrng Acacia Acs# 24 Box 25'=3@'x 15-20 LOW! Single Trunk/Branch @ 24 _ ____ _ .:,.•., MOD 0.35 - -- - Casuarina cunninghamiana She-Oak CaCu 24"-Box 60' x 30' MOD 0.5 Single Trunk/Trunk @ 12" or lower U Parkinsonia Hybrid AZT AZT Hybrid Palo Verde CerAZT 24 -Box 25 x 30 LOW 0.2 Single Trunk/ Low Branch @ 12 or lower 36 5 1 27' E 00 I M CS Z Parkinsonia microphyllum Foothill Palo Verde Cemi 24"-Box 15' x 15' LOW 0.2 Single Trunk/ Low Branch @ 12" or lower Q -� Parkinsonia praecox 'AZT' Palo Brea CerciP 24"-Box 20'-25' x 25-30' LOW 0.2 Single Trunk/ Low Branch �� • Chilopsis I. 'Desert Amethyst' Desert Willow Chli 24"-Box 20'-25' x 15'-20' LOW/ Single Trunk/ Low Branch ------- .: _. E �,� I - - - Single Trunk/ Low Branch , I - S 10 91"' / / 1 ) }_ Q, �" ,. _ _p ! Olea europaea 'Swan Hill' Fruitless Olive OIeSW 24" Box Multi 20' 30' x 25' 35' MOD 0.5 g _ / ' '/;.>:r :___. ._�..-M. ). ,.+\_._. _..___. .... .____ _ ____.. -_ -___._....-.--_ -._. _.._.. _ _ _ _.v. a ••.. .-_-• •,••,• V,. - Trig DaIGr ;r / / > ... Branch' // r 37 Pithecellobium mexicanum Mexican Ebony Pi#me 24"-Box 30' x 25'-30' LOW 0.2 Single Trunk/ Low Branch @ 12" , ••...: Lan NG + Pithecellobium flexicaule Texas Ebony Pitmfl 24"-Box 20' x 20' LOW 0.2 Single Trunk/ Low Branch @ 12" i 10 i A OM >� FAD Proso is landulosa 'AZT' Thornless Hone Pr I 24"-Box 30' x 30' LOW/ Single Trunk/ Low Branch 14 - Mesquite MOD 0.35 AA \\CerAZT Quercus suber Cork oak QUSU 24"-Box 35' x 35' LOW 0.2 Single Trunk ! Branch •fir-{(��-� •�V/ A. �•'' `� Washingtonia filifera California Fan Palm Wafi See Plan for Height 80' x 10' HIGH 0.8 Palm trees that have had fronds A4AV/- . ,. , Cleaned cut off for "ease of transportation" ' 8 ' ' • ""_ ! i Washingtonia robusta Mexican Fan Palm Waro See Plan for Height 100+' x 10' HIGH 0.8 will NOT be accepted. - 2 Hepa •°'7 ! ! Cleaned and Skinned � I ! 'AZT' D 7 9094 '- - Denotes Arid Zone Trees Variety: Mesa, Arizona: 480-98 - '// Branching height indicates maximum clearance from grade 17� - '�' ' Acre I Shrubs, Cacti r/ - ■ Symbol Scientific Name Common Name Code Name Planting Size CPD Plant Spacing Water Use 6 1 , ✓�/i/,�; , +j Acacia redolens 'Desert Carpet' Prostrate Acacia Acre 5-Gal LOW 0.2 12 O.C. Dawh AcAn // ( Agave americans Century Plant Again 5-Gal LOW 0.2 6' O.C. / / / I LANDSCAPE BY PAD OWNER UNDER SEPARATE SUBMITTAL ' Senna artemisioides Feathery Cassia Caart 5-Gal LOW 0.2 7' O.C. / I � Calliandra californica Calliandra Caca 5-Gal LOW 0.2 6' O.C. Caesalpinia mexicana Mexican Bird of Paradise Caem 5-Gaf MOD 0.5 10, O.C. Dalea greggii Trailing Indigo DalGr 5-Gal LOW 0.2 6' O.C. jjj Dalea frutescens 'Sierra Negra' Black Dalea Dalf 5-Gal MOD 0.5 4' O.C. Dasylirion longissima Mexican Grass DasL 5-Gal LOW 0.2 5' O.G. I Dasylirion wheeled Desert Spoon Dawh 5-Gal LOW 0.2 5 O.C. /,j'/j�/'/ • ' "•' ' , /r ;, �q�.a�� 8 L, Echinocactus grusonii Barrel Cactus EncGr 5-Gal LOW 0.2 18" O.C. •'•`✓:•'_`' CerCIP Fouquieria s lendens Ocotillo Fos 5-7 canes LOW 0.2 5' O.C. Hesperaloe parviflora Red Yucca Hepa 1-Gal LOW 0.2 4' O.C. i i Lantana montevidensis Lantana Lamo 5-Gal MOD 0.5 6' O.C. Lantana 'New Gold' Lantana LanNG 5-Gal MOD 0.5 4' O.C. / j Leucophyllum frutescens Texas Ranger Lefr 5-Gal LOW/ 6 O.C. / // "•�j'�^` / ,4`7""�i 1�--'-''i �, /, / / ''4'T' ,/, j, , MOD 0.35 / , , .. MOD 4 O.C. 0 Rosmarinus ofFcinalis Prostratus Dwarf Rosemary RoofP 1-Gal O 5 , / / M/ r , / i, i' �i / j, / / i' / j i' / / i r Groundcovers / See Master / , Symbol Scientific Name Common Name Code Name Planting Size Water Use 2 n d n n %' ' Decomposed Granite 2 Layer After Compaction y r C p AI Plantin Areas Unless Otherwise Not d , r i / i i i' / , / / '� Plan,,-' Boulder B l See a 8 O Southwest Boulder& Stone Crests Landscape oulde ou / '•==; Sout es Bou de p i / / r / r'i i' / Landscape Calculations: IRRIGATION STATEMENT SCE POLE LOCATION Approximate Site Area: 821,966 sqft. The irrigation system shall use both drip irrigation and fixed flow bubblers for applying 15'CLEARANCE AREA Total Landscape Area: 146,840 sqft water to proposed landscape areas. Complete irrigation plans will be submitted with Total Shrub Area: 134,299 sqft construction documents. The system shall utilize a moisture and wind sensing and ET calculating controller. MONTEKE Y AVEN See note on Sheet L-2.1 to verify controller T��•� Scale: T - 20 0 10 20 40 FT. b Q Q North CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 at seq.requiring efficient landscape and irrigation design in T cooperation with the local governing agency(City or County). NOTE: N O TREE PLANTING WITHIN C.V.W.D. p *Approval of this drawing U BR Ri staff does not constitute approval to • 0 encroach into district and USER Rights-of-Way. Trees,plants,walls,and o�fafrQnlr �1 x I ��d lr�. Q permanent structures of any kind may not be planted or installed In CVWD EASEMENTS O R RIGHT O F WAYS b, and USBR easements or right-of-way without first obtaining an H DESERT GATEWAY encroachment permit from CVWD. LANDSCAPE PLANTING PLAN NO CONFLICTING UNDERGROUND OR DESERT GATEWAY ■�■ ■ ■ ity DATE WATER MANAGEMENT SUPERVISOR OVERHEAD UTITIES WITHIN PROJECT AREA. a CVWDPLAN# DEVELOPMENT SERVICES SUPERVISOR ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRAL:roR AGREEs THAT IN ACCORDANCE wmN No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING N0. �T Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONTRACTOR MALL. BE REQUIRED TO ASSUME SOLE AND �Q 1 AND3CgpE q coMP one THE PRUCr, INaUON 03.23.07 2ND PLAN CHECK ���� cur ley aoR , RC LOCATION: N0. 155 2.5 BRONZE DISK STAMPED LS 4146 BM L3.7FORE YSAFETY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT� c� � �Call: TOLL FREE LLMITED TO NORhW,woRKING HOURS, AND CONSRUCTION COMRACTOR FURTTNER acREes TO IIEFQND, INDEMN�1'AND HOLD � ���a L PROEMIAL MM MY A�ALL Imo, RED DE&M. IN CDHNE�WITH THE PNORMW OF � w Development Resource Consultants, Inc, [Rc 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II 1 -8OO WORK ST THIS PROJECT, Ef ANY LIABILITY ARISING FROM THE SOLE NEGLIGENCE THE OF DESIGN PROFESSIONAL. DRIC Civil Engineering - Land Surveying - Land Planning GERALD FORD DR. AT THE EAST B.C.R. G THE OISTENCE AND LOCATION OF ANY IINDERGROINND UTILITIES OR SIRUCTIIRES SHOWN IN THESE PLANS WERE OBTAINED BY A 2 -Z V O O 800 S. ROCHESTER AVENUE, SUITE 4C r r SEARCH OF AVALUBLE RECORDS. TO THE BEST OF OUR IWOWLEDGE,T1A7E ARE NO EXISTING UTNIDES EXCEPT THOSE SHOWN * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS CURLEYANDASSOCIAT ES, I N C EAST ON MONTEREY AVE. 2.0 E LY OF DA Plantln Plan ON TINI:SE PINTS. THE CONTRACTOR IS REQUIRED TO TAKE AIL PRECAUTIONSRI'MEASURES TO PROTECT THE UTILITIES SHOWN, L_ A N D s C A R F_ A R C M 1 T E C T s B.C.R. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 O NORTH EAT CORNER OF TWO WORKING DAYS MONTEREY AVENUE AND 35th STREET s P UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH q CA r . TEL.626.883.8182 CH BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REWIRED TO ASSUME SOLE AND TF of Ca�1F CA 35H3 Az salvo UT 377204 NM 3I 2 Nv 67e CURB 319 ELEV.: 316.435 (NGV029) COMPLETE RESPONSIBIUTY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT1014OF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX I Trees and Palms ' W Symbol Scientific Name Common Name Code Name Planting Size Mature Size CPD Character** " � i z Water Use , n I _ ' Acacia aneura Mulga Acacia AcAn 24"-Box 20'-25' x 12'-15' LOW 0.2 Single Trunk/ Branch @ 24 or lower LU Acacia farnesiana Sweet Acacia AcaSm 24 -Box 20 x 20 LOW 0.2 Single Trunk/ Low Branch 4 or Iowa.. 'ngle @ 2 " r ll Bou W .;. Acacia step p la ShoestringAcacia Acst 24" B0x- 25 30' x 1 20' LOWS'n Single Trunk Branch @ 4 - - MOD 0.35 _ 9 31 I Casuarina cunninghamiana She-Oak CaCu 24"-Box 60'x 30' MOD 0.5 Single Trunk/Trunk @ 12" or lower _ V 0 _ ___ _ 'Hybrid' AZT AZT Hybrid Palo Verde CerAZT 24"-Box 25' x 30' LOW 0.2 Single Trunk/ Low Branch 12"or lower 2 25 _ Q Parkinsoniay g @ 3 17 14 4 1-4'Q1 Z Parkinsonia microphyllum Foothill Palo Verde Cemi 24"-Box 15' x 15' LOW 0.2 Single Trunk/ Low Branch @ 12" or lower an Cemi 1-50ORM I Q ER PAL -� Parkinsonia praecox 'AZT' Palo Brea CerciP 24"-Box 20'-25' x 25'-30' LOW 0.2 Single Trunk/ Low Branch Boul Chilopsis I. Desert Amethyst' Desert Willow Chli 24 -Box 20-25 x 15-20 LOW/ Single Trunk/Low Branch ( MOD 0.35 ! r ,� Olea europaea 'Swan Hill' Fruitless Olive OIeSW 24"-Box Multi 20'-30' x 25'-35' MOD 0.5 Single Trunk/ Low Branch STO a // - Branching 7 Pithecellobium mexicanum Mexican Ebony Pitme 24"-Box 30' x 25'-30' LOW 0.2 Single Trunk/Low Branch @ 12" ' DaIGr n :,. + Pithecellobium flexicaule Texas Ebony Pitmfl 24"-Box 20' x 20' LOW 0.2 Single Trunk/ Low Branch @ 12 Prosopis glandulosa 'AZT' Thornless Honey Prgi 24"-Box 30' x 30' LOW/ Single Trunk/ Low Branch a _ 5 Agam -- -- - �---- -- -- - MOD 0.35 Mesquite Dalf _ =6 Quercus suber Cork oak Qusu 24"-Box 35' x 35' LOW 0.2 Single Trunk Branch ' rAZT F(`,$ Washingtonia filifera California Fan Palm Wafl See Plan for Height 80' x 10' HIGH 0.8 Palm trees that have had fronds j Ce p - Cleaned HIGH 0.8 cut off for"ease of transportation 3 25 Washingtonia robusta Mexican Fan Palm Waro See Plan for Height 100+ x 10 will NOT be accepted. r I Cleaned and Skinned _ j i 'AZT' Denotes Arid Zone Trees Variety: Mesa, Arizona: 480-987-9094 ____ _ ! _ ** Branching height indicates maximum clearance from grade I 1 A e Shrubs, Cacti I cr Milo Symbol Scientific Name Common Name Code Name Planting Size CPD Plant Spacing i fY Q + Water Use W W - Z + 5-GalLOW 0.2 12' O.C. 4 -� O Acacia redolens Desert Carpet Prostrate Acacia Acre W O AcAn p Agave americana Century Plant Agam 5_ Gal LOW 0.2 6 O.C. cn %i / Senna artemistoides Feathery Cassia Caart 5-Gal LOW 0.2 T O.C. i I ! 6 Calliandra califomica Calliandra Caca 5-Gal LOW 0.2 6' O.C. CerC W Caesalpinia mexicana Mexican Bird of Paradise Caem 5-Gal MOD 0.5 10 O.C. W / ---- - - ,. U Dalea greggii Trailing Indigo DalGr 5-Gal LOW 0.2 6' O.C. ,_ / , L W �/ %; / ; U 0 Dalea frutescens 'Sierra Negra' Black Dalea Dalf 5-Gal MOD 0.5 4' O.C. Zo Z /; % ' % ' %j i� Dasylirion longissima Mexican Grass DasL 5-Gal LOW 0.2 5' O.C. Dasylirion wheeler! Desert Spoon Dawh 5-Gal LOW 0.2 5' O.C. _ 7 / , Echinocactus grusonit Barrel Cactus EncGr 5-Gal LOW 0.2 18" O.C. /'; 11 Fouquieria splendens Ocotillo Fosp 5-7 canes LOW 0.2 5' O.C. J, Hesperaloe parviflora Red Yucca Hepa 1-Gal LOW 0.2 4 O.C. Lantana montevidensis Lantana Lamo 5-Gal MOD 0.5 6' O.C. Lantana 'New Gold' Lantana LanNG 5-Gal MOD 0.5 4' O.C. Leucophyllum frutescens Texas Ranger Lefr 5-Gal LOW/ 6' O.C. MOD 0.35 � / / /., / rims offcinalisProstratus Dwarf Rosem ary RoofP 1-Gal MOD 0.5 4 O.V.i r , / / / i l / , 'i / / , Groundcovers j ' Master_ Common NameCode Name Plantin Size Water Use , Scientific Name of , See Symbol Site Southwest Boulder& Stone - Sangria Fines Granite - 2 Layer After Compaction -: / All Planting A Teas Unless Otherwise Noted / , / / / Cre sta Landscape Boulder Boul See PIan4'- 8tPSouth Southwest Boulder& Stone i / i , r ; , ' Landscape Calculations: IRRI ATION ST ATEMENT T / flow bubblers for applying ri irrigation and fixed o Approximate Site Area: 821,966 sgft. The irrigation system shall use bothdrip g I Total Landscape Area: 146,840 sgft water to proposed landscape areas. Complete irrigation plans will be submitted with I Total Shrub Area: 134,299 sqft construction documents. I The system shall utilize a moisture and wind sensing and ET calculating controller. I See note on Sheet L-2.1 to verify controller MONmTEREY AV 'vE � I I A11Sf! wau °' I 0 o ■ear +rT,".�� Scale. 1" w 20' o o a 0 V 20 40 FT. North a ° Q o b CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District in liq accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 at seq.requiring efficient landscape and irrigation design in w, cooperation with the local governing agency(City or County). W "Approval of this drawing by CVWD staff does not constitute approval toCC NOTE: NO TREE PLANTING WITHIN C.V.W.D. = ® encroach Into district and USBR Rights-of-Way. Trees,plants,walls,and permanent structures of any kind may not be planted or installed in CVWD EASEMENTS OR RIGHT OF WAYS "'■'r""" r ; and USBR easements or right-of-way without first obtaining an � KOHL'S : encroachment permit from CVWD. DESERT 11 NO CONFLICTING UNDERGROUND OR DESERT GATEWAY LANDSCAPE PLANTING PLAN VDATE WATER MANAGEMENT SUPERVISOR OVERHEAD UTITIES WITHIN PROJECT AREA. � ���� � CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR a No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCHMARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. ENGINEERS NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITTI �ANDSCgp CM Underground Service Alert GMERAILY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND Eo e 03.23.07 2ND PLAN CH ��- Curley y LOCATION: N0. 155 RC L3.8 (�MPLETE RFSPOIf51BIU11'FOR THE JOB SttE CONDITIONS DURING TIE CWRSE OF CONSTRUCiIONOF TIE PROTECT, INCLUDING 5 v No ,FOoE Y SAETY OF ALL PERSONS ANp PROPERTY,THAT THS REQINRFMENi SHAD MADE TO APPLY CX)HNTINNUOUSLY MID NOT BE r<,�' �` 40 � �� 2.5" BRONZE DISK STAMPED LS 4146 BM Call: TOLL FREE UMITED TO NORNN.WORKING HOURS, AND CONSRUCTION COWXTOR FORM AGREES TO DEFEND, INDEMl�Y MID HOLD a o a A a) o c DESIGN PROFESSIONAL HARM= FROM My AND ALL UA3M, REAL OF ALLEGED. IN DN WRH THE WORMNCE OF Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II 0 Civil Engineering • Land Surveying • Land Planning GERALD FORD DR. AT THE EAST B.C.R. - WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL INC 1 8 00 , � '�'��'����M����SHIN �THESE PLANS WETS OBTAINED�A � S00 S. ROCHESTER AVENUE, SUITE 4C EAST ON MONTEREY AVE. 2.0 E LY OF DA Plant�n Plan �• p 2 2 -2 6 0 0 SEARCH OF AVAX.W RECORDS. M THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXIStING URUTIES EXCEPT THOSE SHDWN ' ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y AND A S S O C I A T E S, I N C B.C.R. a a /1y TIJRY pT�►IC. NUfl1s.f.Mp TP pCry 11pLT TO T�1IC �11 eef�/M�`�� ��'' l`IJI11W L A N D S C A f- E A fR C M 1 T E C T VIA If X f TANS. CONT ACM IS REWIR D AKE AIL PRE wHAf�l TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. a�-D� 775 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 ® NORTH EAST CORNER OF �,,�,� CHECKED BY- TWO P TEL,626.683.8182 MONTEREY AVENUE AND 35th STREET BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRXIM AGREES THAT IN ACCORDMitE wrrH '"TF of �AL�E � SEE SHEET L3 6 j GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND CA 3583 AZ 30100 VI 377204 NM 312 NV 578 CLARB 319 ELEV.: 316.435 NGVD29 COMPLEiE RESPONSIBUiY FOR THE JOB SiTE CONDITIONS DURING THE COURSE OF CONSTI2UCTIONOF THE PROJECT INCLUDING RC W.O. U01-230 FOR: XX F.B. XX x; / j -- 2"IN SHRUB/GROUNDCOVER AREAS\ INDEPENDENT STATION COMPUTER FLUSH IN TURF/DG AREAS EMITTER AS PER LEGEND SEE LEGEND FOR CONTROLLER SPEC. 6"ROUND PLASTIC VALVE BOX DIFFUSER BUG CAP OUTDOOR WALL MOUNT W/COVER MARKED'FLUSH VALVE' REFER TO PLANS AND SPECIFICATIONS FOR APPROVED MANUFACTURERS- --FINAL GRADE - BROWN LID FOR DG AREAS RAIN BIRD - "' 2" DECOMPOSED GRANITE , 3/4"BALL VALVE XBV-075 TEFLON TAPE ALL FITTINGS POLYFLEX RISER BEGINING RAIN BIRD RISER A24 PLACE CROWN OF ROOTBALL OF FRONDS FLUSH W/FINISH GRADE 6"MIN. I.D.PLASTIC PIPE EXTENSION FINISHED LENGTH AS REQUIRED 1/3-1/2 ABOVE FINISH GRADE GRADE CONCRETE PAD: 6-INCH 12„ PVC "T" MINIMUM THICKNESS INISH GRADE BURY MIN. SCHEDULE 315 PVC —PVC PIPE/NO TUBING 12" 12" n y } DRIP PVC LINE 1/2 TO 213 OF BOULDER 3-INCH PVC SCH 40 CONDUIT, - - — ;•,.•,.;. :. •— FITTINGS AND SWEEP ELL �IIIIII WIRES TO REMOTE CONTROL VALVES NOTE: rrrr COMMON BRICKS (I- DRIP IRRIGATION M I (MIN.2 REQUIRED) --III-'III—I I I`I I I'-)I I=1 11=III—I I WITH GLUED FITINGS UNDISTURBED OR I I=III=I I`I=III—I i—I I—III=i I= 1-INCH PVC SCH 40 CONDUIT, MINIMUM 1 CUBIC —_ _— _________ ITTINGS AND SWEEP ELL TO NOTE: COMPACTED SUBGRADE `III-`III—III—I POWER SUPPLY ALL VALVE BOXES TO BE INSTALLED IN FOOT GRAVEL ' —I(I—I I I I I I—I I I=I I MI I MI I(- GROUND COVER AREAS; REFER TO PLAN I FOR LOCATIONS ALL LIDS TO BE TAN IN DG AREAS 1 PEDESTAL MOUNT CONTROLLER NOT TO SCALE 5 DRIP FLUSH VALVE (AUTOMATIC) NOT"�CALE �8) EMITTER DETAIL �lt BOULDER PLACEMENT NOT TO SCALE 16 PALM P�I_,ANTING DETAIL NOT TpSCALE A NOTE: ALL LIDS TO BE TAN IN DG AREAS 2"IN SHRUB/GROUNDCOVER AREA51 ALL VALVES TO BE INSTALLED 4-INCH GRATE FLUSH IN TURF AREAS IN GROUND COVER AREAS 10" WHERE POSSIBLE FINISH GRADE BUBBLER W/COVER MARKEO'IRRIGATION GATE'X 10 ROUND PLASTIC VALVE BOX 2"IN GROUND COVER AREAS FLUSH IN TURF AREAS FINISH GRADE TAN IN COLOR.REFER TO PLANS AND SCHEDULE 40 PVC SPECIFICATIONS FOR APPROVED NON-PRESSURE LATERAL LINE MANUFACTURERS LINE-SIZE BALL VALVE PVC SCH 80 NIPPLE(LENGTH AS REQUIRED) EFER TO PLAN AND SPECIFICATIONS 9-1/2"X 16"X 11"PLASTIC VALVE BOX MARKED'RCV'AND FOR TYPE AND APPROVED STATION NUMBER ON COVER;REFER TO PLANS&SPECS r MANUFACTURERS FOR MANUFACTURERS Y , ROOT WATERING SYSTEM: _ RAIN BIRD 12"RWS-BCG-SOCK 6"MIN.I.D.PLASTIC PIPE EXTENSION 'SNAP-TITE'WIRE CONNECTOR KIT OR APPROVED EQUAL; (INCLUDES BUBBLER) 'CINCH TIE'#321NSTALLATION LENGTH AS REQUIRED PROVIDE MIN.24"CURL TYPE EXPANSION LOOP r (SINGLE TRUNK) a PEA GRAVEL-FILL TO BOTTOM iV 1/2-INCH PVC SCH 80 NIPPLE BACK FLUSH FILTER CONTROL ZONE KIT: SPREAD RAIN BIRD MODEL XCZ SEREIS 112-INCH 90-DEGREE ELBOW (INCLUDES 100-DV VALVE, .. .' "CINCH TIE"#32 BACK FLUSH FILTER, SWING PIPE,12-INCH SWING ASSEMBLY (DOUBLE a SCHEDULE 40 PVC CHECK VALVE AND TREE STAKING•• TRUNK INSTALLATION) PRESSURE MAINLINE SCH 80 NIPPLES) 5" MIN. DUCK BILL BOOT, ~- SCHEDULE 80 PVC COUPLING PRESSURE REGULATOR, DIRECTION OF � (2 REQUIRED) PVC SCH 40 TEE OR ELL PREVAILING w WIND 6"SCHEDULE 80 PVC NIPPLE LATERAL PIPE b J (2 REQUIRED) SCHEDULE 40 PVC PRESSURE MAIN LINE _ COMMON BRICKS W (MIN.2 REQUIRED) O0 0� __COMMON BRICK 4-INCH BASKET WEAVE CANISTER STAKES o NOTE: MINIMUM 1 CUBIC " 1 OF 4 CUT TO 12"MAX.FROM GRADE SEE TREE PLANTING DETAIL WASHED GRAVEL ALL VALVE BOXES TO BE INSTALLED IN FOOT GRAVEL 3-INCH MINUMUM DEPTH FOR STAKES GROUND COVER AREAS; REFER TO PLAN DIRECT BURIAL CONTROL FINISH GRADE FOR LOCATIONS AND GROUND WIRES 20 BALL VALVE NOT TO SCALE 6 DRIP CONTROL VALVE XCZ SERIES 9 DEEP WATERING BUBBLER NOT TO SCALE 13 TREE STAKING TIE DETAIL NOT TO SCALE --FINISH GRADE/TOP D.G. LEGEND SECTION VIEW 0 1. DRIP CONTROL ZONE KIT MAINLINE, MAINLINE LATERAL WIRING IN o --QUICK-COUPLING VALVE (REFER TO LEGEND) LATERAL,AND PIPE PIPE CONDUIT PLANT CROWN OF ROOTBALL 2. BACKBONE LATERAL - PVC SCHEDULE 40 WIRING IN THE TEMPORARY WATER BASIN o FLUSH WITH FINISH GRADE u � __VALVE BOX WITH COVER: 3. MANUAL FLUSH VALVE. SAME TRENCH cw�.+ 2"D.G. 6-INCH SIZE 4. DRIP LATERAL - CLASS 315 PVC So //\ //\ " BRASS NIPPLE / N (LENGTH AS REQUIRED) 3-INCH MINIMUM DEPTH OF r •� \ \\ \\\\r, /,\\/�\\ v _ 3/4-INCH WASHED GRAVEL 4 BASS STREET ELL RICK(1 OF 2) PLAN VIEW PREPARED NATIVE SITE -�I I=I I 3 WIRE W/O CONDUIT SOIL FOR DESERT PLANTS = —III—III=III I I i `BRASS NIPPLE 4 x (LENGTH AS REQUIRED) SPECIFIED PLANTING MIX x � x FOR ALL OTHERS WATER x x x &NO TAMPING _ -BRASS STREET ELL 1 I UNDISTURBED EARTH — x PVC MAINLINE PIPE 2 4a - Do 0x 4 3X DIA.OF ROOTBALL �J x TIE A 24 INCH LOOP IN OR CONTAINER \_ SPEARS TRANS(PION FITTING RUN WIRING BENEATH ALL SOLVENT WELD ALL WIRING AT CHANGES WITH SS COLLAR AND BESIDE MAINLINE. PLASTIC PIPING TO OF DIRECTION OF 30* RASS ELL TAPE AND BUNDLE AT BE SNAKED IN OR GREATER.UNTIE 10 FOOT INTERVALS. TRENCH AS SHOWN AFTER ALL CONNECTIONS #4 REBAR STAKE HAVE BEEN MADE. W/STAINLESS STEEL GEAR CLAMPS OR EQUIVALANT SUPPORT SYSTEM NOTES: NOTE: 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC TWICE THE DIAMETER OF WATERING BERMS: NOTE: 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL ENLARGED DETAIL THE PIPE OR WIRE BUNDLE WITHIN. BACK FILL MIX FOR DESERT TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. 1.5 GALLON OR LARGER 4"HIGH TREES AND SHRUBS TO BE X 2.LESS THAN 5 GALLON 2"HIGH NATIVE SITE SOIL ONLY. 3 QUICK-COUPLING VALVE NOT TO SCALE 4 1 D PIPE & WIRE TRENCHING NOT TO SCALE (j4 SHRUB PLANTING DETAIL "A" NOT TO SCALE X 2 NOTE: 2"IN GROUND COVER AREAS X 4"MIN.CLEARANCE ALL VALVES TO BE INSTALLED IN GROUND COVER AREAS SCHEDULE 40 PVC TO QUICK 4 X 7 ., .' SEE STAKING TIE DETAIL *PLANT ROOT CROWN OF TREE FLUSH WHERE POSSIBLE COUPLER(SEE PLAN) /\/\ /� WITH FINISH GRADE. „ \//\// PAVING *STAKE ABOVE FIRST BRANCHES OR ALL LIDS TO BE TAN IN D AREAS 9-1/2 X 16' X I V PLASTIC MIN.18 /\\ \\ \\ SPREAD NECESSARY FOR FIRM SUPPORT. VALVE BOX MARKED RCV AND MAX.24 STATION NUMBER ON COVER; 20-- 20-- BENEATH PAVING \\\\\ O DITCH` 2"DIA LODGEPOLE PINE REFER TO PLANS&SPECSTAKES x 12'LONG;PLACE S FOR MANUFACTURERS 5 STAKE ON WINDWARD SIDE; .r -:SNAP-TITE'WIRE CONNECTOR /\� //. / DO NOT ALLOW STAKE TO KIT OR APPROVED EQUAL; 2 SLEEVES PENETRATE ROOTBALL PROVIDE MIN.24"CURL 2 -- 3 TYPE EXPANSION LOOP DRIP AREA 7 SCHEDULE 40 PVC PVC CAP(TYPICAL) ! " 18"MIN. I-- TOP OF ROOT CROWN (LENGTH AS REQUIRED '�" *UNLEgS OTHERWISE b AT FINISHED GRADE Pap ELECTRIC CONTROL VALVE: NOTED REFER TO IRRIGATION 24" N.TO TREE ROOTBALL LEGEND LEGEND FINISH GRADE TEMPORARY SCHEDULE 40 PVC MALE PAVING WATERING BASIN SCARIFY SIDES ADAPTER(2 REQUIRED) 1. SCH 40 PVC LATERAL LINE FROM ELECTRIC CONTROL VALVE FINISH GRADE OF PLANTING PIT 2. CLASS 315 PVC (SEE LEGEND FOR SIZES) / / / 3. COMPRESSION TEE FITTING - SIZE AS REQUIRED. \\/\ •. . .. •: SCHEDULE 40 PVC 4. DRIP EMITTER ASSEMBLY (SEE DETAILS) j�/�\//\/\/\/\/ /\//\�� -_�_ r 1=I1 to NON-PRESSURE LATERAL 5. MANUAL FLUSH VALVE (SEE DETAIL 5) \j\\/\\r\\/\\j/\\ \\ \\/\\j� 18"MIN. co MIN. LINE 6. DISTANCE TO SHRUB/GC CENTER 241M'4X' - - - _ r x --MIN.1 CU.FT.GRAVEL 7. SHRUB AS PER PLANTING PLAN PREPARED NATIVE SITE SOIL - FOR DESERT PLANTS SPECIFIED PLANTING MIX T' IIIIIIII PVC CAP(TYPICAL) FOR ALL OTHERS WATER& 3 X BALL DIA. DIRECT BURIAL CONTROL NOTE:WHENEVER POSSIBLE PLACE EMITTER UPHILL TAMP TO REMOVE AIR POCKETS. AND GROUND WIRES FROM PLANT MATERIAL NOTES: PUDDLE AND SETTLE AFTER 1. ALL PVC IRRIGATION SLEEVES TO BE SCH.40 PIPE. SETTING TREE PLACE EMITTERS AS SPECIFIED BY 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. SCHEDULE 40 PVC IRRIGATION LEGEND 3. WHERE THERE IS MORE THAN ONE SLEEVE, PRESSURE MAIN LINE EXTEND THE SMALLER SLEEVE TO 24-INCHES MINIMUM ABOVE FINISH GRADE. UNDISTURBED EARTH SCHEDULE 40 PVC TEE 4. MECHANICALLY TAMP TO 95%PROCTOR. 4 ELECTRIC REMOTE CONTROL VALVE 7 TYPICAL DRIP LAYOUT SYSTEM NOT TO SCALE 11 SLEEVING NOT TO SCALE 15 TREE PLANTING DETAIL NOT TO SCALE CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District in n5� accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, W U Section 65597 at seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). ® *Approval of this drawing by CVWD staff does not constitute approval to �O encroach into district and USBR Rights-of-Way. Trees,plants,walls,and permanent structures of any kind may not be planted or installed in CVWD Y _ KOHL'S and USER easements or right-of-way without first obtaining an DESERT encroachment permit from CVWD. DESERT GATEWAY INSTALLATION DETAILS DATE WATER MANAGEMENT SUPERVISOR CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR r No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: DRAWING NO. ENGINEERS NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR At;REES TIiAT IN ACCARI?AHK�WITH CITY OF PALM DESERT Underground Service Alert ce�ERALY ACCEPTED CDNSTRWO PROMcEs, Cal 11ON CONTRACTOR WILL BE REQUIRED 70 ASSUME SOLE AND 03.23.07 2ND PLAN CHECK ���° Curley ur leypF av W-M � LOCATION: N0. 155 FORE YO SAFE1Y OF ALL PERSONS AND PROPERTY, WT REWNRETIENT SHALL IIEBE FOR 714E JOB SHE DONDITIONS DURW THE COURSE OMADE TO�CONTINAMY AND O�y�c No �.� RC L4,0 p y o 0o Call: TOLL FREE IJrIrm TO r WORM „�, NO 04SRUCTION OOMRACTOR FURTHER AGREES TO DEFEND, INDEIrHP MID HOLD a� o /✓� 2.5" BRONZE DISK STAMPED LS 4146 BM �P c Q I PRMIONAL �ANY n ALL REAL OF AIJ.M. IN OONNECTaN W�THE P OF a w Develo meet Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: 1 —80O D RCivil Engineering • Land Surveying . Land Planning GERALD FORD DR. AT THE EAST B.C.R. DESERT GATEWAY PHASE II r WORK ON THIS PROJECT, IXCEPDNG LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIOWIL �,.s THE DNIENM AND LOCATION OF ANY UHF UTNM OR STRUCTIIRFB SHOW IN THESE FLARES WERE OBTA110 BY A Z Z 2 6 O O lNC SEk%H OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE AM NO EXISTING UTIURES EXCEPT THOSE SHOWN 800 S. ROCHESTER AVENUE, SUITE 4C r r ■ TME=IWO IS �TO T W AU�E�MDSURES TO PROW �E * * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS C U R L E Y ANo A S S O C I A T ES, INCON THINE RAIIS EAST ON MONTEREY AVE. 2.0 E LY OF DA Installation Details LAN D S C A P E A R C H t T E C T 3 B.C.R. 0 TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31- 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 ® NORTH EAST CORNER OF TEL.626.683,8182 CHECKED BY: c BEFORE YOU DIG UNGDERfiLAUTHORIZED ACCU CHANGES Cm sTRut COMRTKcnON R WILLLL BE �THAT TO ASSUME SOLEE AND qrF OF CAI�P�� CA 35e3 Az 30100 Ur 377204 NM 312 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND 35th STREET 0 COMPLETEYRMPONSBIUTY FOR THE JOB SITE DURING THE COURSE OF CONSIRUC11ONOF THE PRWECT, INOU.IDING 61) RC W.O. U01-230 FOR: XX F.B. XX cd; I LANDSCAPE IRRIGATION PART 1 - GENERAL 1.01 WORK INCLUDED A. Requirements of the Landscape General Conditions, and Division One Sections apply to all Work in this Section as fully as 1.06 SUBMITTALS 1.07 GUARANTEE AND REPLACEMENT of repeated-herein. A. Material List A. The Contractor shall guarantee the entire system against all defects in materials, equipment and workmanship for one (1) B. The Work of this Section includes all labor, materials, supplies, equipment, tools, services, and transportation in order to year from the date of final acceptance by the Owner's Representative, without cost to the Owner. perform all operations in connection with and reasonably incidental to the complete installation of the irrigation system as 1. A complete material list shall be submitted prior to performing any work. The material list shall include the manufacturer, shown on the drawings and in these Specifications. The work shall include, but not necessarily be limited to, the following: model number, description and quantities of all materials and equipment to be used. B. The guarantee shall be in writing, and a copy shall be in accordance with the following form. A copy shall be included in the Operations and Maintenance Manual. 1. Procurement of all applicable licenses and permits, including payment of associated fees. B. Record and As-Built Drawings 2. Ascertainment of utility locations prior to construction. 1. The Contractor shall provide and keep up to date on a daily basis a complete as-built record, re-lined on blueprint, THIS SPACE INTENTIONALLY LEFT BLANK showing all deviations from plans to actual installation. The drawings shall also show approved substitutions of size, 3. Trenching and excavation, stockpiling or removal of excavated materials, and backfilling with compaction. material and manufacturer's name, model number and catalog number. These drawings shall be available for inspection at all times. C. Guarantee Form 4. Furnishing and installation of all materials required for a fully automatic irrigation system as shown on the drawings and - described in these Specifications. 2. The Contractor shall dimension the location of the following items from two (2) permanent points of reference, such as GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM building corners, sidewalks, road intersection, etc: 5. Supply and installation of Irrigation sleeves. We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials, a. Point of connection to existing water lines. equipment and workmanship, and that the work has been completed in accordance with the drawings and specifications; 6. Testing of the system. b. Connection to existing electrical power. ordinary wear and tear and unusual'abuse or neglect excepted. We agree to repair or replace any defects in material, c. Gate valves. equipment or workmanship which may develop during the period of one year from date of final acceptance, and also to repair 7. Replacement of unsatisfactory materials or equipment. d. Routing of sprinkler pressure lines (dimension or replace any damage resulting from repairing or replacing of such defects at no additional cost to the owner. We shall maximum 100 feet along routing). make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In 8. Cleanup. e. Ppmote control valves. the event of our f�;;ure to make such repairs or replacements within a reasonable time after receipt of written notice from the f. Routing of control wiring. Owner, we authorize the owner to proceed to have said repairs or replacements made at our expense, and we will pay the 9. Submission of Record Drawings. g. Ends of all pipeline stubs. costs and charges, therefore, on demand. h. Remote control valve wire splices. 10. Maintenance of Irrigation system. Owner: 3. Before the date of the final inspection, the Contractor shall deliver as-built Record Drawings as required by Section 01720 11. Guarantee of Irrigation system. to the Owner's Representative. Delivery of the as-built drawings will not relieve the Contractor of the responsibility of Project: furnishing required information that may be omitted from the drawings. C. Any discrepancies found between the Specifications and the Drawings, or between Drawings, shall be brought to the immediate attention of the Owner's Representative before installation, purchasing, and/or delivery. The Owner's C. Controller Charts Representative shall be the sole judge as to the resolution of the contradiction or discrepancy. Signed: 1. As-built drawings shall be approved by the Owner's Representative before controller charts are prepared. 1.03 RELATED WORK SPECIFIED ELSEWHERE Address: 2. Provide one controller chart for each controller supplied. A. Earthwork Phone: B. Protection of Existing Work 3. The chart shall show the area controlled by each remote control valve. A different color shall be used to indicate the area C. Protection of Existing Trees and Shrubs of coverage for each station. Valve station numbers shall correspond to the Record Drawings. A reproduction of the Date of Acceptance: Record Drawings shall be used for this purpose. D. The Contractor shall be responsible for coordinating the work with all other trades. Date of Expiration: 4. Following approval of charts by the Owner's Representative, they shall be hermetically sealed between two (2) layers of 1.03 VERIFICATION OF EXISTING CONDITIONS ten (10) mil thick plastic sheeting. D. Manufactuere's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only A. Verify drawing dimensions with actual field conditions. Inspect related work and adjacent surfaces. Report all conditions 5. Controller charts must be completed and approved prior to final review of irrigation system. supplement the guarantee. which prevent proper execution of this work to the Owner's Representative prior to beginning work. D. Operation and Maintenance Manual E. All guarantee periods shall commence from the time of final acceptance by the Owner's Representative. B. Note the location of all existing underground and above-ground features (utility lines, conduits, cables, plant material, etc.), F. Determination of defective materials or workmanship shall be made by the Owner's Representative. Defective materials or subject to damage in the course of this work. Problems arising from such features during or before work begins shall be 1. Provide two (2) individually bound manuals detailing operation and maintenance requirements for irrigation systems.completion of work workmanship shall be replaced promptly by the Contractor, with materials as originally specified, at no expense to the called to the attention of the Owner's Representative before commencement of further work. The Contractor shall be Manuals shall be delivered to the Owner's Representative no later than ten (10) days prior to . Owner. responsible for the replacement or repair of features damaged through failure to comply with the above procedure at no 2. Provide the following in each manual: expense to the Owner. 2.01 GENERAL 1.04 RULES AND REGULATIONS a. Index sheet, stating irrigation contractor's name, address, telephone number, and name of person to contact. b. Guarantee statement. A. All materials shall be new, without flaws or defects and as specified on Irrigation Plans. All materials shall have a A. The Contractor is obligated to follow all regulations, ordinances, and codes governing the type of work on the job site. Any C. Equipment list providing the following for each item: manufacturer's name, make and model number; name and address of minimum guarantee of one (1) year against material defects or defective workmanship. permits that are needed for installation or construction of an work included under this contract, which are required b the local manufacturer's representative; spare parts list, product brochures, service and maintenance manuals on all items in P Y q Y B. All equipment required but not specified shall be provided by Contractor. authorities of jurisdiction, shall be obtained and paid for by the contractor following whatever ordinances, regulation, and the installation, and detailed operating and maintenance instructions for major equipment. codes requiring permits. It the authorities of the jurisdiction require inspection at said points of the installation, the d. Manufacturer's warranties and guarantees for all equipment installed. q g P 1 q P P C. No substitutions will be accepted without written approval from the Owner's Representative or written approval by City of Palm Desert. Contractor shall arrange for and be present at any such inspections. E. Tools and Equipment 2.02 PVC IRRIGATION PIPE AND FITTINGS B. Any additional work or furnishing of materials required due to inspection by the authorities of jurisdiction shall be furnished 1. Furnish the following tools and equipment as a part of this contract: at no cost to the Owner. A. Pipe shall be solvent-welded Schedule 40 PVC for all below grade mainline and laterals, and solvent-welded Schedule 40 C. When the construction documents call for materials or construction of a better quality or larger size than required by the a. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on "Brownline" UVR (ultraviolet resistant) PVC for all above grade mainline and laterals. this project. above-mentioned rules and regulations, the provision of the construction documents shall take precedence over the B. Fittings shall be solvent-welded Schedule 40 PVC for all below grade mainline and laterals, and solvent-welded Schedule requirements of said rules and regulations. b. Two (2) keys for each automatic controller. 40 "Brownline" UVR PVC for all above grade mainline and laterals. c. Six (6) quick coupler keys and matching hose swivels for each type of quick coupling valve installed. D. Provide, erect, maintain and later remove temporary safeguards such as barricades bridges, guard rails, signs, lights and d Five (5) compression repair couplings for each size of PVC pipe. P rY 9 � g 9 9 C. All PVC pipe must bear the following markings: manufacturer's name, nominal pipe size, Schedule or Class, pressure flares for the protection of personnel, the public, equipment and materials as required by site conditions and state and local e. Twenty (20) control wire connector kits. rating in P.S.I., NSF (National Sanitation Foundation) approval, date of extrusion. codes and ordinances. f. Five (5) repair couplings for main line pipe of each size. g. Five (5) elbows, tees, and couplings for each size of PVC pipe. D. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. Schedule, and 1.05 QUALITY ASSURANCE NSF seal of approval. 2. The above mentioned equipment shall be turned over to the Owner's Representative at the conclusion of the project. Before A. The Contractor, whether personally or through an authorized and competent representative, shall supervise the work final inspection can occur, evidence must be shown that the Owner's Representative has received this material. E. Solvent cement and rimer for PVC pipe and fittings shall be of a and installation methods prescribed b the pipe constantly. The workmanship of the entire job must, in every way, be first class. P P p 9 YP P Y P P F. Provide the Owner's Representative with instructions for major equipment, and show evidence in writing at the conclusion manufacturer. B. The selection of materials and execution of operations required under these drawings and specifications are subject to of the project that this service has been rendered. F. Below grade sprinkler and swing joint risers and nipples shall be Schedule 80 PVC with molded threads, length as approval of the Landscape Architect or Owner's Representative. The Landscape Architect or Owner's Representative will required. Cutoff type risers are not permitted. Poly-ethylene 'funny pipe' minimum 1/2" I.D., may be used in place of PVC have the right to reject material and work which does not conform to the contract documents at any stage of the operation. G. Checklist: to make the transition from lateral lines to sprinkler heads. 'Funny pipe' must have one (1) Marlex Street ell and one (1) All rejected material shall be promptly removed and corrected by the Contractor as directed at no expense to the Owner. spiral barb fitting at each end. 1. Provide a signed and dated checklist and deliver to the Owner s Representative prior to final review of the work. C. The sprinkler system has been designed according to the operation characteristics of the specified equipment. Therefore, G. Risers for above grade installation shall be Schedule 80 "Brownline" UVR PVC. no substitution will be allowed from the equipment specified. If any specified material is not available, the Contractor shall 2. Use the following format: notify the Landscape Architect or the Owner's Representative and request an approved substitute before proceeding. a. Plumbing permits: if not required, so note. I. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. D. The Contractor shall furnish the articles, equipment, materials or processes specified by name in the drawings and b. Material approvals: approved by and date. specifications. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may c. Pressure line tests: by whom and date. be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and d. Record drawings: received by and date. plan accordingly, furnishing such fittings, etc., as may be required to meet such conditions. e. Controller charts: received by and date. 2.03 POLYETHYLENE IRRIGATION PIPE AND FITTINGS f. Operation and maintenance manuals: received by and date. E. Equipment or materials installed or furnished without prior approval of The Owner's Representative may be rejected, and g. Manufacturer's warranties: received by and date. A. Pipe shall be flexible polyethylene. PE2306 SDR15, rated at 100 psi working pressure for below grade laterals as noted the Contractor required to remove such material from the site at his own expense. h. Written guarantee: received by and date. per plan. L Tools and equipment: received by and date. F. The Contractor shall exercise care in handling, unloading, and storing of PVC pipe and fittings. All PVC pipe shall be B. Fittings shall be Type 1, PVC barb insert fittings designed for use with flexible pipe, stainless steel wormgear clamps transported in a vehicle which allows the length of pipe to lie flat, so as not to subject it to undue bending or concentrated (including stainless steel screw) shall be used to join pipe and fittings. load at any point. Any section of pipe that has been dented or damaged will be discarded, and, if installed, shall be C. Fittings shall be insert type in accordance with ASTM D2609 standard, with stainless steel wormgear clamps (including replaced with new, undamaged piping. stainless steel screw) to join pipe and fittings. G. Special care shall be exercised with the storage of PVC pipe and fittings so that they are not subject to prolonged exposure to sunlight. CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District in n,^r/ti� accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, lP�U CC Section 65597 at seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). ® "Approval of this drawing by CVWD staff does not constitute approval to O encroach into district and USBR Rights-of-Way. Trees,plants,walls,and permanent structures of any kind may not be planted or installed in CVWD ESERT GATEWAY PHASE 11 _ KOHL'S and USBR easements or right-of-way without first obtaining an Dencroachment permit from CVWD. DESERT GATEWAY LANDSCAPE SPECIFICATIONS DATE WATER MANAGEMENT SUPERVISOR CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: DRAWING NO. � ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE wmR LANDscgp _ CITY OF PALM DESERT Underground Service Alert „� CONTRACTOR F OONSIRWTIONOF TW CT� 03.23.07 2ND PLAN CHECK DING ����� Cur ley N 9��y LOCATION: No. 155 BEFORE YO SAFEIY OF ALL PERSONS AND ROM,THAT THIS REQUIREMENT SHAM.BE MADE TO APPLY CONTINUOUSLY AND NOT BE �`' ` ° %A RC o, Call: TOLL FREE LIMITED TO NOR K WORKING HOURS,AND CONSRUCTION CONTRACTOR FURTHER A(>'REES TO DEFEND, INDEMNIFY AND HOLD �s F� L5,0 c, DESIGN PROFESSM HA�s FROM ANY AND ALL UO&ITY,REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF w 2.5 BRONZE DISK STAMPED LS 4146 BM Develo ment Resource Consultants Inc, CCA1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY- Development Civil Engineering Land Surveying Land Planning � GERALD i-ORD DR. AT THE EAST�B.C.R. -s o o WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE DESIGN PROFESSIONAL P DESERT GATEWAY PHASE II THE EXISTENCE AND LOCATION OF MIL'UItDERGROINID UTNJITES OR SIRUCTtIRES SKIOWN IN THESE RA NS WERE OBTAI ED BY A - S.Z Z 7-Z 6 O O SEN CH OF AVMABLE RECORDS. TO THE BEST OF MR WWLEOGE,THERE ARE NO OWNG UTNITIES D ICEPT THOSE SHOWN DBIC ON�ARIO,OCA 91T761 (09)ER AVENUE, 30UI5241 TE CFAX (909) 230-5246 CUM M 1 NGS C U R L E Y AND ASS 0 C I A T E S, I N G EAST ON MONTEREY AVE. 2.0 E LY OF DA ON THESE PLANS. THE CONTRACTOR IS REWIRED TO TAKE ALL PRECAUTIONSRY MDSURES TO PROTECT THE UTII.f11ES SHOWN, L A N O 3 C A P E A R C M 1 T E C T S B.C.R. SPt�fflcatlons AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. •31.07 776 EAST GREEN STREEr,SUITE 240,PASADENA,CALIFORNIA 91101 TWO WORKING DAYS ^ *E CHECKED BY: ® EAST CORNER OF UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH `rrq ��P TEL,626.683.8182 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND 35th STREET w BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACRCES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND �� OF CAL\F� CA 3583 AZ 30100 lJl 377204 NM 31 2 NV 878 CLARB 319 1 COMPLETE RESPONOUTY FOR THE JOB SITE CONDITIONS DURING THE COLNRSE OF CON5IRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX T E 2.04 BRASS PIPE AND FITTINGS C. Any changes from the plan shall be noted on the as-built drawings. Locate all main lines by dimension from two 3.08 ELECTRICAL WIRING AND SERVICE permanent, above grade points of reference. A. Brass pipe shall be 85% red brass screwed pipe conforming to Federal Specifications #WW-P-351. A. Electrical connections for automatic controller(s) shall be made using methods as required by local code. Connections D. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of equipment used shall be made to electrical points of connections as shown on the drawings or as directed by the Owner's Representative. B. Fittings shall be red brass conforming to Federal Specifications #WW-P-460. in this contract furnish directions covering points not shown on the drawings or described in the Specifications. Verify exact location in field. The Contractor is responsible for any changes caused by actual site conditions. i - 2.05 SLEEVES 3.02 PREPARATION B. Unless otherwise indicated on the drawings, 120-volt electrical power supply at the automatic controller-location shall be - provided by the Owner. It shall be the responsibility of the Irrigation Contractor to make the final connection from the A. Piping less than two (2) inch diameter shall be installed in three (3) inch diameter sleeves; piping two (2) or two and one- A. Coordinate installation of sprinkler irrigation materials, including pipe, so there shall be no interference with utilities or other electrical outlet to the automatic controller. half (2-1/2) inches in diameter shall be installed in four (4) inch diameter sleeve; piping three (3) inch or four (4) inch construction, or difficulty in planting trees, shrubs, vines and ground cover. diameter shall be installed in six (6) inch diameter sleeves. C. Low voltage control wire shall run in the same trench with pressure supply lines whenever possible and shall be taped to B. Cause minimum interference with workers, materials or equipment of other trades on the project. the pipe at ten (10) foot intervals. Control wires shall be laid loosely in trench without stress or stretching of control wire B. Sleeves four (4) inches and smaller shall be Schedule 40 PVC pipe. conductors. C. Sprinkler irrigation systems shall be connected to water supply point(s) of connection using methods as required by local C. Sleeves larger than four (4) inches shall be Schedule 80 PVC pipe. code. Connections shall be made at approximate locations as shown on the drawings, or as directed by the Owner's D. An expansion coil shall be provided within three (3) feet of each wire connection, and at each change of direction. Representative. Verify exact location in field. The Contractor is responsible for any changes caused by actual site Expansion coil shall be of sufficient length at each splice connection and at each remote control valve, so that in case of D. Extend all sleeves a minimum of twelve (12) inches beyond edges of paving, walls, or other structures. conditions. repair, the valve bonnet may be brought to the surface without disconnection of the control wires. 2.06 BACKFLOW PREVENTION DEVICES _ E. Field splices between the automatic controller and electrical control valves shall be avoided. Splices shall only be made at A. Backflow prevention devices shall be of the size and type specified on plans and details and shall be installed as required 3.03 PIPING BELOW GRADE valve locations, and shall be placed in the valve box. by CVWD. A. Provide for a minimum cover cf twenty-four (24) inches for all pressure mainline piping where machine trenching is F. All splices shall be made with Scotch-Loc#3576 connector sealing packs, Rainbird Snap-Tite wire connector, or approved possible; minimum eighteen (18) inches cover in areas where hand trenching is required. equal. Use one splice per connector sealing pack. B. All piping from point of connection through backflow prevention unit shall be of materials and installation methods as required by CVWD. B. Provide for a minimum cover of twelve (12) inches for all non-pressure lines. G. Automatic controller shall be installed in accordance with the manufacturer's instructions. Remote control valves shall be connected to the controller in numerical sequence as shown on the drawings. 2.07 AUTOMATIC CONTROLLERS C. Where lines occur under paved areas, consider the dimensions given in Section 3.03 Paragraphs A and B to be below the subgrade. 3.09 REMOTE CONTROL VALVES A. Automatic controllers shall be of size and type shown on the plans. D. All lines shall have a minimum horizontal clearance of six (6) inches from each other and from lines of other trades. Do A. Install remote control valves as located on the drawings, and as shown on the details. When valves are grouped together, B. Provide U.L. approved on/off switch inside controller cabinet. not install parallel lines directly over one another. allow at least twelve (12) inches between valve. Install each remote control valve in a separate valve box. C. Unless noted otherwise on plans, 120 Volt power supply at the automatic controller location shall be provided by Owner. E. Vertical clearance between irrigation lines, and lines of other trades shall be as required by local code. B. Wherever possible, remote control valves are to be located in ground cover areas. The Contractor shall make the final hook-up from the power supply to the controller. F. The Contractor shall be responsible for installing concrete thrust blocks where necessary on the mainline and lateral lines 3.11 BACKFLOW ASSEMBLIES 2.08 CONTROL WIRING as required to protect the line from water surging. A. Backflow prevention shall be installled by CVWD. A. Valve wiring from the automatic controllers to the electric control valves shall be a minimum of 14 gauge copper single 3.04 TRENCHING conductor wire with 4/64 inch vinyl insulation as approved for direct underground burial in 30 Volt AC or less service. 3.12 QUICK COUPLERS Install in accordance with valve manufacturer's specifications and wire chart. A. Excavate trenches to required depths. Follow approved layout for each system. p A. Quick couplers shall be installed twelve (12) inches to eighteen (18) inches from the nearest adjacent paved area. B. Valve control wires shall be a different color wire for each automatic controller. Common wire shall be white with a B. Trench bottom shall be flat to insure piping is supported continuously on an even grade. B. Quick couplers shall be installed as shown on details. different color stripe for each automatic controller. 3.05 PIPING ABOVE GRADE C. Quick couplers shall be installed in ground cover areas wherever possible. 2.09 ELECTRIC CONTROL VALVES A. Mainline piping above grade shall be installed with "Brownline" Stabilizer#SRS-1220 with 1/2" x 18" long steel stakes A. All electric control valves shall have a manual flow adjustment. located ten feet on center maximum, and at all changes of direction. 3.13 FIELD QUALITY CONTROL B. Electrical control valves shalt be of the size and type shown on the plans. B. Lateral line piping above grade shall be stabilized with #3 Rebar (minimum 18" long) curved at top to fit over pipe. A. The Owner's Representative shall make inspections to assure field quality control. It is the Contractor's responsibility to Stabilizer bars shall be installed ten (10) feet on center maximum and at all changes of direction. notify the Owner's Representative for the following reviews, with 48 hours minimum notice: 2.10 VALVE BOXES 3.06 PIPE ASSEMBLY 1. Pressure supply line installation and testing. A. Use 10" x 10-1/4" round valve box with extension, and bolt down cover for all gate valves: Carson Industries 910-12B or Ametek 10" x 13-1/4" round, tan in color, with twist lock cover or other approved equal. Extension sleeve shall be PVC six (6) inch A. The plastic pipe section shall be placed accurately to line and grade in the prepared trench. The inside of all pipe shall be 2. Coverage tests (prior to landscape planting). minimum size. clean and free of foreign matter, including burrs from cutting the pipe. 3. Final review. B. Use 9-1/2" x 16" x 11" rectangular box for all electrical control valves: Carson Industries 1419-12B with tan colored bolt down B. Pipe assembly shall have a firm, uniform bearing for the entire length of the pipeline to prevent uneven settlement. All - cover or Ametek 9-1/8" x 18-1/2" x 12" rectangular box with snap locking covers, or other approved equal. adjustments to grade shall be made by scraping away or filling in with clean earth backfill material, well compacted under B. Provide "walkie-talkie" equipment and/or personnel to maintain communication from review area to automatic controllers. the body of the pipe. Wedging or blocking of pipe will not be permitted. Pipe shall be snaked in trenches. The alignment C. All electric control valve boxes shall have controller and valve station numbers embossed or painted on top of the cover. of pipe shall be correct before joint connections are made. C. Provide up to date as-built drawings at each review. 2.11 QUICK COUPLING VALVES C. The surfaces of the pipes and fittings to be joined shall be free from any dirt, moisture or dust, and only the solvent 3.14 PRESSURE TESTING recommended by the pipe manufacturers shall be used. When cutting of pipe is necessary, the contractor shall remove A. Quick coupling valves shall have a brass, one or two piece body designed for working pressure of 150 psi, operable with any rough edges from the cut end of the pipe before coupling the sections together. A. Perform all hydrostatic tests in the presence of the Owner's Representative. The contractor shall notify the Owner's quick coupler. Key size and type shall be as shown on plans. Representative 48 hours before testing takes place. D. No PVC pipe shall be threaded, and all transitions from PVC to metal piping shall be by PVC male thread adapter fittings. B. Quick coupling valves shall be installed as shown on plans and details. Assemble using teflon tape applied to male threads only. B. Before testing, mains shall be filled with water for at least 24 hours, and provision shall be made for thoroughly bleeding the lines of air. Pressure gauge shall be installed at the lowest elevation of the pipe. Couplings shall be exposed with pipe PART 3 - EXECUTION sections center loaded. E. Adequate provisions shall be made to allow for expansion and contraction. 3.01 GENERAL C. Do not install remote control valves, quick couplers or any other valve assembly until testing is completed and approved. A. Drawings are diagrammatic, and work shall be laid out in accordance with site conditions. The work shall be installed in 3.07 BACKFILLING such a manner as to avoid conflicts between irrigation systems, site utilities, planting and architectural features. A. Trenches shall not be backfilled until all required tests have been performed. B. When it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that may not B. Backfilling shall be done in six (6) inch lifts until finish grade is reached. The first layer shall be free from sharp rocks or have been considered in the engineering, such obstructions or differences should be brought to the attention of the clods of dirt over on-half (1/2) inch in size. Owner's Representative. In the event that this notification is not performed the Contractor shall assume full responsibility for any necessary repairs and/or revisions. C. If settlement occurs and adjustments to pipes, valves, or sprinkler heads are necessary to bring the system to proper working order, the contractor shall make all the necessary adjustments without extra cost to the Owner. D. Trenches located under areas where paving, asphaltic concrete or concrete will installed shall be backfilled with sand -- a layer six (6) inches below the pipe and three (3) inches above the pipe -- and compacted in layers to 95% compaction, using manual or mechanical tamping devices. E. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left in a firm, unyielding condition. All trenches shall be left flush with the adjoining grade. F. The Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work. CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District in ^57 accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, (�U Section 65597 at seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). ® "Approval of this drawing by CVWD staff does not constitute approval to Q encroach into 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 or right-of-way without first obtaining an DESERT GATEWAY �' E encroachment permit from CVWD. DESERT GATEWAY LANDSCAPE SPECIFICATIONS DATE WATER MANAGEMENT SUPERVISOR CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR £ F Undsr Ound Service Alert ENGINEER'S NOTE TO CONTRACTOR: =sTR xlm CONTRAcmR AGREES THAT IN ACCORDANCE wITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. GENERALLY ACCEPTED CONSTRICTION PRACTICES, CONTRACTOR WILL BE RWRED TO ASSUME SOLE AND �O �ANDSCgpF 03.23.07 2ND PLAN CHECK curie L5.1 LOCATION: N0. 155COMPLETE RFSPONSIBNJII'FOR THE JOB SITE CONDITKXrS DUR�IG 11#COURSE OF CON51RUCTIONOF THE PROJECT, INCLUDING 5� No 6, RC EFORE ySAFETY OF ALL PERSOrIS AND PROPERTY, THAT THIS REQUIREMENT SHALT MADE TO APPLY CONTNIUOUSLY AND NOT c�` �` �� a Call: TOLL FREE LImm TO NoKK w0NNcCD , , coxrRACTOR FURTHER AGIifES TG AID, INDEMN�'MID HAD `� '� 2.5 BRONZE DISK STAMPED LS 4146 BM ' oP i� DESIGN PROFESSI IL FIMM[ESH FROM ANY AND ALL LIABMY, REAL OF ALLEGED. MV CONNECTION WITH THE PERFORMAN( OF y - w Development Resource Consultants, Inc, CCA1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II 1 _800 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering • Land Surveying • Land Planning [ GERALD FORD DR. AT THE EAST B.C.R. THE EXISTENCE AM L OF MY UNDERGROUND UTILITIES OR� IN THESE PLANS WERE OBTAINED TY A DRC 800 S. ROCHESTER AVENUE, SUITE 4C C U M M I N G S C U R L E Y AND A S S O C I A T E S, I N C EAST ON MONTEREY AVE. 2.0 E LY OF DA SPA�fflcatlons 2 2 7 2 6 O 0 SEARCH OF AVALAKE RECOILS. TO THE BEST OF OUR M LEDGE,THERE ME NO EXISTING UTILITIES EXCEPT THOSE SHOWN * * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 ` v ON TNESE PM THE CONTRACTOR IS REQUIRED TO TAKE Nl PRECWTIONSRY MEASURES TO PRDW M UTILITIES SHOWN, L A N O S C A P L A R C H 1 T E C T S B.C.R. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 31-07 776 EAST GREEN STREET,SUITE 240,PASADENA,CALIFORNIA 91 101 TWO WORKING DAYS sr MOVE P TEL.626.683.8182 CHECKED BY: CORNER MONTEREY AVENUE AND 35 h STREET UNAUTHORIZED CHANGES & USES: CONSTRUC110N CONTRACTOR AGREES THAT IN ACCORDANCE WITH qrF ��a CA 3583 AZ 30100 UT 377204 NM 312 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29) BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND OF CAL1 COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSIRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX \o 1 LANDSCAPE PLANTING GENERAL CONDITIONS PART 1 DESCRIPTION OF WORK D. Provide and install all equipment necessary to test systems, including force pump, connector(s) and accurate pressure gauge. 1.01 WORK INCLUDED 3.03 CLEAN-UP E. Test all pressure lines under hydrostatic pressure of 125 pounds per square inch, and prove watertight. All piping under paved A. Requirements of the General Conditions, Supplementary Conditions, and Division One Sections apply to all Work in this A. The Landscape Contractor shall keep the premises free from accumulation of waste materials and debris on a daily basis areas shall be tested under hydrostatic pressure of 125 pounds per square inch, and proved watertight, prior to paving. Section as fully as if repeated herein. during all phases of landscape installation. F. Start pump, charge system to 125 pounds per square inch, and record the reading on the pressure gauge. Maintain a hydrostatic pressure of 125 pounds per square inch without pumping for a period not less than one (1) hour with an allowable B. The requirements of this Section apply to all portions of the Landscape work. The Work of all Sections includes all labor, B. After all planting and irrigation operations have been completed, the Landscape Contractor shall remove all trash, excess pressure drop of five (5) pounds per square inch. At the end of that time, record the reading on the pressure gauge. Submit materials and equipment required to complete the work indicated on the drawings and in these Specifications. The work soil, empty plant containers, tools and equipment used in this work, and/or any other debris resulting from his work on the records of test readings to the Owner's Representative. shall be performed in accordance with the best standards of practice relating to the various trades and under the site. G. Test is acceptable if no leakage or loss of pressure greater that five (5) pounds per square inch is evident during the test continuous supervision of a competent foreman, capable of interpreting the drawings and these specifications. w C. Any scars, ruts, or mars in the area caused by the landscape work shall be repaired at no expense to the Owner. period. y H. Detectable_ leaks shall be stopped, and defects corrected. The Contractor shall make the necessary corrections to stop the 1.02 VERIFICATION OF EXISTING CONDITIONS 3.04 FIELD QUALITY CONTROL leakage, and the system shall be retested until test pressure can be maintained for the duration of the test. 3.17 FINAL INSPECTION PRIOR TO ACCEPTANCE A. Verify drawing dimensions with actual field conditions. Inspect related work and adjacent surfaces. Report all conditions A. The Owner's Representative shall make inspections to assure field quality control. The Contractor shall request inspection which prevent proper execution of this work to the Owner's Representative. at least 24 hours in advance of the time inspection is required. A. Before final inspection can occur, the Contractor shall show evidence that the Owner's Representative has received all accessories, charts, record drawings, and equipment as required. B. Note the location of all existing underground and above-ground features (utility lines, conduits, cables, plant material, etc.) 3.05 MAINTENANCE DURING LANDSCAPE INSTALLATION subject to damage in the course of this v�ork. Problems arising from such features during or before work begins shall be B. The Contractor shall operate each system in its entirety at time of final inspection. Any items deemed not acceptable by the called to the attention of the Owner's Representative before commencement of further work. The Contractor shall be A. Continuously maintain all areas included in the Contract during the progress of the work. Owner's Representative shall be reworked to the complete satisfaction of the Owner's Representative. responsible for the replacement or repair of features damaged through failure to comply with the above procedure at no C. Requests for re-inspection shall be submitted to the Owner's Representative at least 48 hours before the anticipated date of expense to the Owner. B. Maintenance shall begin immediately after each plant is planted, and shall continue throughout the landscaping process. inspection. After all work indicated on the drawings or herein specified has been completed, request Pre-Maintenance Inspection by 1.03 QUALITY ASSURANCE the Owner's Representative. 3.18 CITY OF PALM DESERT INSPECTION SCHEDULE A. Sleeving/Grading A. All work and materials shall be in accordance with local and/or applicable codes. 3.06 MAINTENANCE PERIOD AND INSPECTIONS 1. Sleeve Diameter, type, depth and location B. The Contractor shall obtain and pay for all permits and inspections as required by governing agencies. A. At the completion of all landscape planting operations, and prior to the beginning of the Maintenance Period, the Pre- 2. Soil surface drainage, elevations, and trash (including weeds & rubble) Maintenance Inspection shall be held. C. It is the intent of these Specifications that all materials herein specified and shown on the drawings shall be of the highest B. Hardscape/Boulders-Cobble quality available and shall meet the requirements specified. B. The Landscape Contractor shall notify the Owner's Representative in writing, 48 hours in advance for Pre-Maintenance 1. Sidewalk and wall layout Inspection and approval. D. Substitutions will not be permitted unless proof is submitted that any material specified is not available. All requests for 2. Utilities location substitutions are subject to the approval of the Owner's Representative. C. After all areas are approved and accepted by the Owner's Representative, the Maintenance Period shall begin. The 3. Boulder type, size, weight and placement Contract shall maintain the irrigation system and landscaping for a period of not less than, but not limited to, ninety (90) 1.04 SUBMITTAL calendar days. The Owner's Representative shall be notified in writing when Maintenance Period is to begin, and again C. Irrigation System Rough-In when Maintenance Period is to terminate. 1. Trench depth and location A. All submittal are subject to the approval of the Owner's Representative and shall be in conformance with Section 01300 or these specifications. D. At the completion of the Maintenance Period, the Final Inspection shall be held. 2. Pipe Size and class 3.07 MAINTENANCE 3. Pressure test (125 psi for 6 hours) 1.05 GUARANTEE AND REPLACEMENT A. All material installed under this Contract shall be guaranteed against any and all poor, inadequate or inferior materials A. Continuously maintain all areas included under this Contract during the progress of the work, during the 90-day z D. Plant Material (trees & shrubs) Maintenance Period, and until Final Acceptance of the work by the Owner's Representative. 1. Condition and/or workmanship for a period of one (1) year. 2. Type B. All guarantee periods shall commence from the time of final acceptance by the Owner's Representative at the successful B. Maintenance shall include continuous operations of watering, manual and chemical weeding, insect and pest control, replacement yp and any other operations necessary to insure the healthy rooting and growth of all plant materials. Adjusting, cleaning, and completion of the ninety (90) day Maintenance Period. 3. Placement repair of irrigation systems shall also be included in Maintenance. E. Ground Cover (Decomposed Granite) C. Determination of defective materials or workmanship shall be made by the Owner's Representative. Defective materials or workmanship shall be replaced promptly by the Contractor, with materials as originally specified, at no expense to the C. All planted areas shall be kept free of debris and shall be weeded at no more than ten (10) day intervals. Not with a hula hoe. 1. Type Owner. 2. Depth and Spacing D. Inspect tree stakes and guys, and vine and espalier supports. Adjust stakes and guys to prevent girdling of trunks or branches, and to prevent rubbing that causes bark wounds. Remove stakes and guys as soon as they are no longer 3. Compaction PART 2 PRODUCTS needed. F. Final 1. Irrigation 2.01 SOURCES OF MATERIALS OR SERVICES E Weed and Pest Control i) Valves, boxes, and wiring A Wherever possible, several sources of supplied materials or services are named in the drawings or in these 1. Keep watering basins and areas between plants free of weeds. Remove all weeds from planting beds and dispose of off-site. ii) Controller operation and schedule Specifications. Where only one manufacturer or supplier is indicated, the Owner's Representative will consider alternate 2. Inspect plants for insects and diseases. Maintain control with approved materials recommended by a licensed State of sources for approved equals. California Pest Control Adviser. Applicator should also be state licensed. ii) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant pP 2. Tree Staking B. Submit proposals for Alternates to the Owner's Representative in writing originally specified manufacturer, material, 3. Any changes to the Approved Landscape Plan must be re-submitted to the City of Palm Desert for review prior to any 3. Overall supplier or service, and proposed equal. All decisions regarding approved equals shall be made by the Owner's change. * END OF SECTION * Representative.C. All materials shall be of standard, approved and first grade quality and shall be in prime condition when installed and accepted. Any commercially processed or packaged material shall be delivered to the site in the.original unopened container bearing the manufacturer's guaranteed analysis. PART 3 EXECUTION i 3.01 WEED CONTROL A. After soil placement, apply pre-planting herbicide as recommended by a licensed pest control advisor to all visible weeds. Hand water in as appropriate. B. Operate irrigation system to sprout residual weed seeds and continue to control weeds with herbicide prior to planting. C. Protect all existing plants from damage. CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 at seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). ® "Approval of this drawing by CVWD staff does not constitute approval to encroach into 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 or right-of-way without first obtaining an RT T A PqKOHL encroachment permit from CVWD. DESERT GATEWAY LANDSCAPE SPECIFICATIONS DATE WATER MANAGEMENT SUPERVISOR - CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR �s ENGINEER'S NOTE TO CONTRACTOR: cONsrRucTION CONTRACTOR ANTREES THAT IN ACCORDANCE wRN No. DATE REVISIONS A d LANDSCAp PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. Underground Service Alert OVA Y ACCEPTED CONSTRUCTION PRACRCES, CONSTRUCTION CONTRACTOR wIU. BE RMIRED TO AMME SOLE AND 03.23.07 2ND PLAN CHECK ����° curie F�� LOCATION: N0. 155 a' FORE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE NURSE OF WNSIRIZIONOF THE PROJECT,MCLUDMG `5 v' No 9,� RC )'p O UNITED M NORMAL M RI=HOURS, D CDN RSR CT CCONTRACTOR FURTHER AGREES TO DEFEND, AND HOLD o n L5�2 G Call: TOLL FREE � � ,>�s`�� 2.5 BRONZE DISK STAMPED LS 4146 BM � DESIGN PROFESIIONAI.HARMLESS FROM ANY M�ALL UABN.IIY, REAL OF&E(ED. IN=KCTION V MH THE PERFOITNMNCE OF '� ' Development Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: 1 -800 WORK ON THIS PROJECT, EXCEPTING UABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN P� w DESERT GATEWAY PHASE II "� CIvt1 Engineering • Laid surveytog . Land Planning CCAUW� GERALD FORD DR. AT THE EAST B.C.R. THE EXISTENCE AND L OCAflON OF ANY IMDERGR M UtNlIIES OR STRUCTURES SHOMM IN THESE PLANS WERE OBTAINED BY ADRIC SEARCH AVNUIBIE am- TO UrtUIIES EXCET�71iDSE SHOWN 800 S. ROCHESTER AVENUE, SUITE 4C EAST ON MONTEREY AVE. 2.0' E'LY OF DA r 2 2 7-2 6 0 0 �/,p ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y AND A S S O C I A T E S, I N C SPn�fflcations ON THESE PLANS. THE tXINIRAC=IS RWRED M TAXE ALL P�III SM TO PRVIGVI THE VIR MES.7r O. L.- A N O 5 C A P E A R C N I T L C T 3 B,C.R,AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ��o� 776 EAST GREEN STREET,SurrE 240,PASAOENA,CALIFORNIA 91101 CHECKED BY- EAST CORNER OF TWO WORKING DAYS sr °"� �P TEL.626.683.8182 MONTEREY AVENUE AND 35th STREET + BEFORE YOU DIG UNAUTHORIZED CHANGES & USES. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE NTH "'F OF VF CA 3583 AZ 30100 Ur 377204 NM 312 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29) „ GENERALLY ACCEPTED �N PRACTICES, CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND cAL y RC W COMPL SIBETE RESPON R FOR THE JOB SITE CONIXM DURING THE COURSE OF CONSMUCrOff THE PROJECT, INCLUDING .O. U01-230 FOR: XX F.B. XX i 1 3.04 SOIL AMENDMENTS AND FINE GRADING A. Cultivate all areas to be planted to a depth of at least six (6) inches, so that the soil shall be loose and friable. The top two (2) inches of all areas to be planted shall be free of stones, stumps, roots, or other deleterious matter one (1) inch in 4. Interpretations, fertilization and soil amendment recommendations, and comments regarding these tests are required. diameter or larger; and shall be free from all wire, concrete or other debris that would be a hindrance to planting ormaintenance. 3.08 FINAL INSPECTION 5. Soils test sites shall occur not more than 250 feet on center in the planting areas, unless otherwise noted on plans. B. After approximate finished grades have been established, cultivate the recommended materials thoroughly into the top A. The Landscape Contractor shall submit written notice to the Owner's Representative requesting final inspection at least 6. Samples of all import soil from each source shall also be submitted to the soils testing laboratory for analysis, six (6) inches of soil. seven (7) days before the anticipated date. Appointments will be set by the Owner's Representative. Either the interpretation and recommendations prior to placement, blending or back-filling. Contractor or his authorized representative shall be on the site at the time established for all inspections. C. All soil areas shall be compacted and settled by application of manual watering to a minimum depth of twelve (12) inches F. Soil Preparation Conformance Test prior to planting. B. Upon completion of the ninety (90) day Maintenance Period. all plants shall be live, healthy, and free from infections and infestations. All ground cover areas shall be clean, and free of weeds and debris. All sprinkler heads shall be properly 1. In order to determine if the specified quantities of soil amendments have been used, a sample of each soil amendment D. After the foregoing deep watering, minor modifications to grade may be required to establish the final grade. These areas adjusted for the specific planting area. Any plant materials which are damaged, or die, or fail to maintain a healthy, shall be delivered by the Contractor to a plant/soils laboratory acceptable to the Owner's Representative within fifteen (15) shall not be worked until the moisture content has been reduced to a point where working it will not destroy the soil vigorous and thriving condition shall be replaced immediately by the Contractor, with material as originally specified, and at days after recording of the Contract. From the sample, the testing laboratory will prepare a control mix in accordance with structure. no cost to the Owner. the specifications resulting from the required soil tests. E. All planting areas shall be fine graded to a smooth, even, and uniform plane with no abrupt change of surface. All weeds C. If the project is found to be in an unacceptable condition at the time of final acceptance inspection, the Landscape 2. After the soil amendments have been thoroughly mixed into the planting areas, soil samples will be taken can compared shall be removed and disposed of by the Landscape Contractor. Contractor shall continue maintenance until project is accepted by the Owner's Representative. with the laboratory control mix. Deviation from the control mix shall not exceed twenty percent (20%). 3.05 FIELD QUALITY CONTROL D. Written notice requesting re-inspections shall be submitted by the Contractor at least seven (7) calendar days before the 1.05 GUARANTEES anticipated date of inspection. A. The Owner's Representative shall make inspections to assure field quality control. The Contractor shall request inspection A. All soil material installed under this Contract shall be guaranteed against any and all poor, inadequate or inferior materials at least twenty four (24) hours in advance of the time inspection is required. Inspections are required as follows: * END OF SECTION * and/or workmanship. Poor quality or faulty materials or workmanship, as determined by the Soil Testing Laboratory, shall be replaced by the Contractor, with materials as originally specified, at his expense. 1. When finish grading is completed PART 1 GENERAL 2. After placement of soil for mounding 1.01 WORK INCLUDED PART 3 EXECUTION 3. When soil amendments have been applied, but before rototilling A. Requirements of the General Conditions (Section 02810), Supplementary Conditions, and Division One Sections apply to 3.01 PREPARATION 4. When rototilling has been completed all Work in this Sectior as fully as if repeated herein. A. At no time shall the soil be worked when the moisture content is so great that excessive compaction will occur; nor when it 5. When fine grading has been completed is so dry that clods will not break readily and excessive dust will form. Water shall be applied whenever necessary during B. The work of this Section includes all labor, materials and equipment required to complete the work indicated on the tilling, fine grading and planting to insure proper moisture content. drawings. The work shall be performed in accordance with the best standards of practice relating to the various trades PART 1 GENERAL and under the continuous supervision of a competent foreman, capable of interpreting the drawings and these specifications. The work of this Section includes, but is not limited to, the following: 3.02 FINISH GRADING .01 WORK INCLUDED 1. Soil testing. A. Finish grading shall consist of finishing surfaces by raking smoothly and evenly, and removing and off-site disposal of all A. Requirements of the General Conditions (Section 02810), Supplementary Conditions, and Division One Sections apply to extraneous matter to facilitate natural run-off of water. all Work in this Section as fully as if repeated herein. 2. Soil preparation and fine grading of all planting areas, including the addition of soil amendments and fertilizers, and placement and finish grading of import soil for mounding. B. Before and during finish grading, all weeds and grasses shall be dug out by the root and disposed of off-site. B. The work of this Section includes all labor, materials and equipment required to complete the work indicated on the drawings. The work shall be performed in accordance with the best standards of practice relating to the various trades 3. Furnishing and installation of all planting backfill materials and import soil for mounding. C. When preliminary grading and weeding have been completed, and the soil has dried sufficiently to be readily worked, all and under the continuous supervision of a competent foreman, capable of interpreting the drawings and these planting areas shall be graded to the elevations indicated on the drawings. Grades not otherwise indicated shall be specifications. The work of this Section includes, but is not limited to, the following. 4. Guarantee and replacement. uniform levels or slopes between points where elevations are given. Finish grade shall be a smooth, even, uniform plane with no abrupt change of surface. 1. Furnishing and installation of all plant material, including trees, shrubs and ground covers. 1.02 RELATED WORK SPECIFIED ELSEWHERE D. Soil areas adjacent to buildings or paving shall slope away from the structure to allow a natural run-off of water, and 2. Preparation of all planting holes. A. Section 02200 - Earthwork surface drainage shall be directed as indicated on the drawings by remodeling surfaces to facilitate the natural run-off water. Low spots and pockets shall be graded to drain properly. 3. Furnishing and installation of all required planting backfill materials and soil amendments. Furnishing and installation of B. Section 02820 - Landscape Soil Removal, Import and Grading tree stakes and ties, and miscellaneous materials. E. The finish grade of all shrub and ground cover areas shall be two (2) inches below the grade of adjacent pavement, walks, y or headers. 1.03 QUALITY ASSURANCE curbs, 4. Providing maintenance for ninety (90) continuous calendar days after acceptance of construction. A. All materials shall be of standard, approved and first grade quality and shall be in prime condition when installed and F. Contractor is to finish grade with proper slope to drains. All flow lines, designated or not, shall be graded and maintained 5. Guarantee and replacement. to allow free flow of surface water, and shall conform to the intent of all plans and sections after thorough settlement and accepted. Any commercially processed or packaged material shall be delivered to the site in the original unopened compaction of the soil. j container bearing the manufacturer's guaranteed analysis. p 1.02 RELATED WORK SPECIFIED ELSEWHERE i 1.04 SUBMITTAL 3.03 PLACEMENT OF SOIL FOR MOUNDING A. Landscape Irrigation B. Landscape Planting and Irrigation General Conditions A. Contractor shall supply the Owner's Representative with a sample of all supplied materials accompanied by analytical data A. Prior to placement of soil, Contractor shall scarify all exposed soil surfaces to a depth of six (6) inches. C. Landscape Soil Preparation and Finish Grading from an approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis. B. Approved soil shall be spread and brought up to finish grade in layers not exceeding six (6) inches. 1.03 QUALITY ASSURANCE B. Material samples shall include fertilizers and soil conditioners, and other soil amendment materials indicated in soils test recommendations, or noted on plans and in these Specifications. C. Upon placement, soil density shall be eighty (80) percent maximum relative compaction. A. Plant material shalt be protected during shipment to prevent damage to rootball, stems or branches, and to prevent desiccation of leaves. C. Delivery to the site may begin upon approval of samples by the Owner's Representative. D. All mounds shall be well compacted, smooth landforms, free from irregularities, with uniform transitions between contours and between adjacent areas. B. Material which is not planted immediately upon delivery shall be stored in protected locations and shall be maintained by D. The Contractor shall furnish a certificate of delivery with each delivery of materials in containers or bulk. Certificate shall the Landscape Contractor. Make prior arrangements with the Owner's Representative for approved storage locations. state source, quantity or weight, type and analysis, and date of delivery. All certificates shall be submitted to the Owner's Representative. C. At all times, plants shall be handled and stored so that they are adequately protected from drying out, from wind burn, or from any other injury. E. Soil Tests D. Plants shall be subject to inspection and approval for quality, condition, size, and variety. Inspection may be done at the 1. The Contractor shall be responsible for obtaining soils testing and soil amendment recommendations. Soils testing shall place of growth or upon delivery to the project site. Approval shall not impair the right of inspection and rejection at a later be completed and test results and amendment recommendations submitted to the Owner's Representative a minimum of time or during the progress of the job for size and condition of the rootball, latent defects, or injuries. Rejected plants shall fifteen (15) days before commencement of any planting. be immediately removed from the site at the Contractor's expense. 2. The testing laboratory shall be Soil and Plant Laboratory, Post Office Box 11744, 412 South Lyon Street, Santa Ana, E. All plants not conforming to the requirements specified herein, whether in place or not, shall be rejected and shall be California 92711-1744, Telephone: (714) 558-8333, or approved equal as approved by the Owner's Representative. removed from the site and replaced with new plants as originally specified at the Contractor's expense. (Refer to Section 02810) F. Under no conditions will there be any substitution of species or sizes as listed on the Plans, except with the written 3. The testing laboratory for soils analysis shall use the following criteria for soil testing: USDA Agricultural Suitability Test consent of the Owner's Representative. per Handbook 60, to include Boron presence and content; and University of California Soil Fertility Test. CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District In accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, !N Section 65597 at seq.requiring efficient landscape and irrigation design in ccoperation with the local governing agency(City or County). "Approval of this drawing by CVWD staff does not constitute approval to ®O� O encroach into district and USBR Rights-of-Way. Trees,plants,walls,and permanent structures of any kind may not be planted or installed in CVWD DESERT AT and USBR easements or right-of-way without first obtaining an P H ' encroachment permit from CVWD. DESERT GATEWAY LANDSCAPE SPECIFICATIONS DATE WATER MANAGEMENT SUPERVISOR CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR ENGINEER'S NOTE TO CONTRACTOR: WNsTRLva CONTRACTOR AGREES THAT IN XCORDANCE WITH NO. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. Underground Service Alert �.gr1DSCAP GENERALLY ACCEPTED (X1NST1tUC110N PRAICTICES, CONSTRUCTION GONTRACIOR WILL BE REQUIRED TO ASSUME SOLE AND o R COMPETE RESPONSIRm FOR THE JOB SITE CON1>�IUD THE COURSE OF THE PROM, INCLUDE 03.23.07 2ND PLAN CHECK ���� Cur I@ ti�RQti LOCATION: N0. 155 BEFORE YO SAFETY OF ALL PERSONS AND PROPERTY THAT THLS REQUIREMENT SHALL BE MADE TO APPLY COMINUOUSLY AND NOT `y • a RC L5,3CqI(: TOLL FREE LIMITED TO NOM&WORKING HOURS,AND CONSRUCTON CONTRACTOR FURTHER AGREES TO DEFEND, INWMIFY AND HOLD '�� m` � s`C1 „ E vP DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UABMJII',REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF w '' } 2.5 BRONZE DISK STAMPED LS 4146 BM 1 -800 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE 11 THE EX AND LOCATION OF ANY LWRGROINtD UTILITIES OR STRUC TIRES SHOWN IN THESE PLANS WERE OBTAINED BY A �' D R C CtvtI Engineering . Land Surveying . Land Planning CCANC GERALD FORD DR. AT THE EAST B.C.R. SEARCH OF AYA1 mE REC=- TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN 800 S. ROCHESTER AVENUE, SUITE 4C r ' i 2 2 7-2 6 0 0 ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U MMI NGS CURLEYMDASSOCIAT ES, INC EAST ON MONTEREY AVE. 2.0 E LY OF DA t ON THESE PLANS THE OOMTRACTOR IS REWIRED TO TAIfE ALL PRECAUTIONSRY MEASURES To PROTECT THE UTILITIES SHOWN, L A N D B G Al- E A F2 C H I T 6 G T s B.C.R. SP n�fflcations TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 2 31 a7 776 FAST GREEN STREET,SurrE 240, PASADENA,CALIFORNIA 91101 EAST CORNER OF UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH sr TEL.626,683.8182 CHECKED BY: BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRWCTICES, �N CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND qTF OF CgL�F�`ta CA 3583 Az 30100 UT377204 NM 312 NV 578 CLAR8 319 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND 35th STREET COMPLETE RESPONSIBILM FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSIRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX �?' r 1.04 SUBMITTAL A. The Contractor shall notify the Owner's Representative 48 hours in advance of delivery of all plant materials and shall submit an itemized list of the plants in each delivery. B. All plant material shall meet the specifications of federal, state, and county laws requiring inspection for plant diseases and PART 3 EXECUTION 3.07 WEED CONTROL insect infestations. Any inspection certificate required by law shall accompany each shipment invoice or order for stock. When such plants arrive at the project site, the certificate of inspection shall be filed with the Owner's Representative. 3.01 LAYOUT A. Apply pre-planting herbicide to all visible weeds after soil placement. C. All plant materials shall have been grown in nurseries inspected by the State or County Agricultural Inspector, and have A. The work shall be laid out in accordance with the Landscape Planting Plans, utilizing the plans as a schematic guide. B. Immediately after planting, apply pre-emergent weed control materials to all planted areas which will not be seeded. complied with all regulations thereof. This requirement does not prohibit the use of plant materials grown outside the state, Outlines delineating ground cover areas shall be marked on the ground by the Landscape Contractor before any plant pits provided such materials and shipments meet all the requirements of law and the State of California Department of are dug. Spot container plants per plan and secure approval before digging plant pits. All such locations shall be C. Protect all existing and newly installed plants from damage. Agriculture. approved by the Owner's Representative before planting may begin. Request approval by the Owner's Representative 48 hours in advance of inspection. 3.08 MULCHING D. Each shipment of plant materials delivered to the site shall be clearly labeled as to species, variety and nursery source. B. Conflicts of location due to underground utilities, rocks, or other below-ground obstructions shall be resolved by the A. After applying pre-emergent, all planting areas, except lawns, shall receive a prepared mulch spread evenly over the 1.05 GUARANTEE AND REPLACEMENT Owner's Representative. surface to a minimum depth of one (1) inch. A. All plant material installed under this Contract shall be guaranteed against any and all poor, inadequate or inferior 3.02 PLANT PIT EXCAVATION 3.09 TREE STAKING e materials and/or workmanship for a period of one (1) year. Any plant found to be dead or in poor condition due to faulty materials or workmanship, as determined by the Owner's Representative, shall be replaced immediately by the Contractor, A. After making necessary adjustments in location, excavate pits for one, five or fifteen gallon shrubs and trees with circular A. Stake all single trunk trees as per detail and multi-trunk trees only if needed. with material as originally specified, at no cost to the owner. outline and vertical sides. Plant pits for twenty four (24) inch box trees shall be of square outline. - B. Landscape Contractor shall install staking at one (1) tree and shall secure approval from the Owner's Representative _ B. The size of plant pits for container plants and boxed trees up to 24 inches shall be twice the width of and equal depth to size before making further installations. - PART 2 PRODUCTS of rootball to be set on undisturbed native. C. Stakes may be driven mechanically, and shall be set in a true vertical position. Stakes shall not penetrate the rootball. All 2.01 PLANT MATERIALS staked trees shall have fastening devices installed per Staking Detail. „ „ 3.03 PLANTING TREES AND SHRUBS ,t A. Plants marked 1-gallon, 5-gallon, or "I 5-gallon" are to be delivered in containers no less than one, five or fifteen gallon D. Single staked trees shall be staked to the windward side. Position stakes for double staked trees so that prevailing winds size. All plants must be properly rooted for the size of the container without being root-bound. All root-bound plants will A. No plant material shall be planted until the installation of the necessary sprinkler systems have been completed, and the move tree between stakes. Stakes are to be placed as close to the rootball as possible without penetrating the rootball. be rejected. Plants that were recently moved up into a larger container will not be acceptable. soil has been prepared as specified in Section 02821. (Refer to Details) B. All ground covers specified in flats shall be well-rooted plants, not cuttings. Flats shall contain the number of plants B. Set plants in center of pit, in a vertical position, with the crown of the rootball level or slightly higher, than the surrounding E. if trees are double staked, stakes are to be set in a line parallel to any adjacent walk, street or pedestrian path. (Refer to designated for the variety in accordance with standards of Perry's Ground Cover Catalog. final grade after allowing for watering and settling. (Refer to Detail) Details) C. All trees, unless otherwise designated, shall be straight and symmetrical with well spaced side branches, and shall have a C. Cans and boxes shall be removed carefully to avoid breaking or damaging the rootball. Remove containers after crown and trunk (s) typical of the species and variety. Trees specified as 'multis' shall have a minimum of three (3) placement, including the bottoms of boxed trees. 3.10 FIELD (QUALITY CONTROL trunks of nearly equal caliper growing. D. After the plant has been set to the required grade, prepared soil as specified in Section 02821 shall be used for backfill. A. The Owner's Representative shall make inspections to assure field quality control. The Contractor shall request D. Pruned wounds must be completely calloused over or trees will not be acceptable. The balance of the pit shall be filled and thoroughly settled by tamping and watering. inspections at least 24 hours in advance of the time inspection is required. Inspections are required as follows: 2.02 STAKES AND TIES 1. When plant material has been delivered to the site. E. After backfilling an settling, an earthen basin shall be constructed around each plant. (Refer to Detail) A berm shall be prepared which is no larger than the size of the original rootball, in order that applied water in the basin will enter through 2. When plant material has been spotted for planting, but before planting pits are dug. A. Tree stakes shall be pressure-treated lodgepole pine, two (2) inches in diameter, twelve (12) feet long. the rootball. B. No single staked trees. 3. After planting pits have been excavated, but before backriilling. 9 F. When plants have established good root growth, the berms shall be graded away from plants, so that minimum two (2) percent drainage is maintained in planting areas. All berms shall be removed before planting of lawns or ground covers. 4. When typical staking has been installed at one tree, but before making further staking installations. CITY OF PALM DESERT MAINTENANCE SCHEDULE G. Excess soil generated from the plant pit excavations and not used as backfill or in establishing the final grades shall be WINTER (December - February) removed from the site by the Landscape Contractor at no expense to the Owner's Representative. 3.11 ESTABLISHMENT AND MAINTENANCE PERIOD + For weeds that have emerged in planter beds, apply a broad leaf herbicide (contact or 3.04 PLANTING GROUND COVERS systemic) A. Maintenance shall begin immediately after each plant is planted, and shall continue throughout the landscaping process. + Fertilize lawns with a balanced, slow release product appropriate for the season of A. Plant ground covers in the areas indicated on the drawings, and at the spacings specified. Soil shall be firmly pressed All areas shall be maintained continuously until the project has been completed and approved by the Owner's application and per soil fertility test results around each plant, and the excess soil shall be removed from the crown. Ground cover plants are not to be installed under Representative. (Refer to Section 02810 for maintenance periods, procedures and inspections) + Prune deciduous shrubs and trees. (Pruning should be completed prior to leafing, or after canopy of shrubs as shown on the Ground Cover Planting Detail. flower buds emerge and after any danger of frost has occured B. Maintenance shall consist of watering, weeding, pest control, plant replacement, to insure the healthy rooting and growth + Fall pruning of trees and shrubs should occur. B. Each section of ground cover shall be watered immediately upon completion of planting. of all plant materials. Adjusting and cleaning of irrigation systems shall be done as required. EARLY SPRING (March - May) 3.05 PLANTING VINES AND ESPALIERS 3.12 FINAL INSPECTIONS + Prune shrubs and ground covers to control their size, to remove any dead stems and branches and to remove any plant parts damaged by frost. Cut off and dispose of dead A. Vines and/or espaliers shall be removed from trellises or stakes and attached to masonry walls or fences with approved A. Refer to Section 02810 for Inspection Requirements and Schedules. flower stems. devices. + Developing broad-leaf evergreen stems can be damaged by heat. Prune lightly only when * END OF SECTION necessary. B. Submit samples of proposed wall fastener to the Owner's Representative for approval. Walls of sheet metal siding shall + Plants producing abnormal, or abnormally yellow, leaves should be examined for possible have fasteners spot-welded. Repaint siding and fastener after welding. PROJECT CLOSEOUT nutrient/water impalance. If water related, check soil grade to ensure plant is not sitting to low in the planting hole. If necessary, adjust soil grade to adequately keep water from root C. Do not use galvanized wire for branch supports. Submit proposed wire material to the Owner's Representative for PART 1 GENERAL approval. crown. 1.01 REQUIREMENTS INCLUDED LATE SPRING TO EARLY SUMMER (May - early June) D. Intertwine all vine tendrils and/or branches to supports. (Refer to Espalier Detail) If ties are required, submit proposed ties + Prune Date palms in early May or when blossoms have set, Prune Washingtonia robusts to the Owner's Representative for approval. A. Closeout procedures palms in mid June. Remove fruit, dead and/or dying fronds. Check shrubs pruned in winter B. Operation and maintenance date as they may require a second pruning. 3.06 PRUNING C. Systems demonstration SUMMER (late June - August) A. The pruning of installed trees and shrubs shall be performed by an ISA certified + Prune Washingtonia filifera plams in late July. No other major pruning should be arborists. D. Warranties and Bonds performed. on plants/trees other than that which provides for the safety of pedestrians or clearance of vehicles. B. Pruning shall be limited to the minimum necessary to remove injured twigs and branches. E. Spare parts and maintenance materials LATE SUMMER, EARLY FALL (September - October) AS PER DEPARTMENT OF COMMUNITY DEVELOPMENT: 1.02 RELATED REQUIREMENTS + Pruning of some tree species may occur at this time. 1. Landscaping shall be installed prior to request for final inspection. + Prune ground covers back to established borders. Take care not to over prune. 2. Landscape plan must be submitted and approved by the City Landscape Manager prior to building permit issuance. A. Requirements of General Conditions and Division One Section apply to all Work in this Section. 3. Obtain City of Palm Desert Department of Community Development approval. Refer to the City of Palm Desert Landscape Maintenance Guide, current edition, for 4. Obtain Riverside County Fire Department Approval. B. Conditions of the Contract: Fiscal provisions, legal submittals, and other administrative requirements. CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District In additional guidelines. n4 accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, (P� Section 65597 at seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). ® "Approval of this drawing by CVWD staff does not constitute approval to Q encroach Into 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 or right-of-way without first obtaining an DESERT GATEWAY encroachment permit from CVWD. DESERT GATEWAY LANDSCAPE SPECIFICATIONS DATE WATER MANAGEMENT SUPERVISOR CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR ENGINEERS NOTE TO CONTRACTOR: coNsrRticTLON CONTRACTOR AGREES THAT IN ACCORDANCE wlrN No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: DRAWING NO. Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL.BE REQUIRED TO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK ��o `�°soy q� CITY OF PALM DESERT AFORE COMPLETE RESPONSORY FOR THE JOB SRE OIAiAiG THE COURSE OF COAST VIONOF THE PROJECT, INCLUDING g��w y Ho otii LOCATION: NO. 155 RC 9 ro SAFELY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE 2.5 BRONZE DISK STAMPED LS 4146 BM Calk TOLL FREE umm TD NORMAL WORIaNG HOURS,AND CONSRucTwN f�NNTRACTOR FURTHER AGREES TD DEFEND, LNDEMNIFY AND HOLD �w c �`Cl, " L5.4 �+ PROFESSIONAL H FRAM MY AND a u"�',REAL OF ALLEGED. N COI0WION�H THE P�OF � � Development Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: 1 -8 o O r ON THIS PROJECT, EXCEPTING UABIUTY ARONG FROM THE SOLE NEGUGE14CE OF DESIGN PROFESSIONAL pCCA1.1N, - - DESERT GATEWAY PHASE II Civil Engineering Land Surveying • Land Plann(ng E=. THE°�' AND L°C'`T'°"' UHIOtRGR01H1D �"°"""IN T P WEE°�" D A DR C 800 S. ROCHESTER AVENUE, SUITE 4C . C GERALD FORD DR. AT THE EAST B.C.R. '/�J '/�/C mom OF AVAILABLE RECORDS. TO THE BEST OF OUR IQrONt im THERE ARE NO EXLSi1NG URLmES Elan THOSE SHOWN 2 2 7-2 6 0 0 ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y ANo A S S O C I - T ES, INC EAST ON MONTEREY AVE. 2.0 E LY OF DA SPeClflcatlOnS AND IS RESPONSIBLE FRAOR THE PROTECTION ON TOF, AND NSIV M THESE UNE HE TR�UCTURWN,ES. 12.310� L a N o s c A P la c r+ i r E c r s B.C.R. TWO WORKING DAYS 2-31- 776 EAST GREEN STREET,SuITE 240,PASADENA,CALIFORNIA 91 101 ® NORTH EAST CORNER OF sr �P TEL.626.683.8182 CHECKED BY: BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH qrB �� CA 3583 Az 30 oo TE 377@oa NM 312 NV 578 CL4R6 319 MONTEREY AVENUE AND 35th STREET GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR MAUL BE REWIRED TO ASSUME SOLE AND OF CALF ELEV.: 316.435 (NGVD29) ;k COWPIETE RESPONSIBILM FOR THE JOB SITE CONDITIONS WRING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX EI N� I 1.03 CLOSEOUT PROCEDURES 1.02 SAFETY REQUIREMENTS A. Comply with procedures stated in General Conditions of the Contract for issuance of Certificate of Substantial Completion. A. Maintain Project in accord with state and local safety and insurance standards. B. When Contractor considers Work has reached final completion, he shall submit written certification that Contract B. Store volatile wastes in covered metal containers and remove from premises daily. Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for the Owner's Representative's inspection. C. Prevent accumulation of wastes which create hazardous conditions. C. In addition to submittals required by the Contract Documents, provide submittals required by governing authorities, and D. Provide adequate ventilation or personnel protection during use of volatile or noxious substance. submit a final statement of accounting giving total adjusted Contract Sum, previous payments, and sum remaining due. E. Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws. Do not burn or bury D. The Owner's Representative will issue a Final Change Order reflecting approved adjustments to Contract Sum not rubbish and waste materials on Owner's property. previously made by Change Order. F. Do not dispose of volatile wastes such as mineral spirits, oil, herbicides or pesticides in storm or sanitary drains. Store in 1.04 FINAL CLEANING containers with tight fitting lids and remove to legal dump site. A. Refer to related section. 1.05 PROJECT RECORD DOCUMENTS PART 2 PRODUCTS A. Refer to related sections Not used. 1.05 OPERATION AND MAINTENANCE DATA i PART 3 EXECUTION i A. Provide data as required within various technical sections of these specifications. 3.01 DURING CONSTRUCTION B. Submit two (2) sets prior to Final Inspection, bound in 8-1/2 x 11 inch, three ring side binders with durable plastic covers. A. Keep premises and adjacent areas free from accumulations of waste materials and rubbish. Part 1: Directory, listing names, addresses, and telephone numbers of Contractor. B. Wet down materials and rubbish to prevent dust from blowing. Part 2: Operation and maintenance instructions, arranged by system. For each system, give names, addresses an telephone numbers of subcontractors and suppliers. C. At least once a week, or sooner if required, clean site and adjacent areas and dispose of waste materials, debris and rubbish off the site in a legal manner. Remove combustible materials such as paper and cardboard daily. List: D. Provide on-site containers for collection of waste materials, debris and rubbish. Provide a collection can at each location 1. Appropriate design criteria used as an eating area. Pick-up all garbage daily. 2. List of equipment i 3. Parts list E. Remove waste materials, debris and rubbish from site and legally dispose of at legal public or private dumping areas. Do 4. Operating instructions not bury or burn waste at the site. 5. Maintenance instructions: equipment 6. Maintenance instructions: finishes F. Handle materials in a controlled manner with as few handlings as possible; do not drop or throw materials from heights. 7. Shop Drawings and product data 8. Warranties G. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. 1.07 SYSTEMS DEMONSTRATION H. Contractor is responsible for daily clean up and dust control to a level acceptable to the Owner's Representative. A. Prior to Final Inspection, demonstrate operation of each system to the Owner's Representative. 3.02 FINAL CLEANING B. Comply with additional requirements where specified within various technical sections of these specifications. A. Remove grease, dust, dirt, stains, labels, and other foreign materials from sight exposed finished surfaces. C. Instruct the Owner's Representative's personnel in operation, adjustment and maintenance of equipment and systems, using the operation and maintenance data as the basis of instruction. B. Repair, patch and touch up marred surfaces to specified finish. 1.08 WARRANTIES AND BONDS C. Broom clean paved surfaces; rake clean other surfaces of grounds. A. Provide duplicate, notarized copies. Execute Contractor's submittals and assemble documents executed by D. Keep project clean until it is accepted by the Owner's Representative whichever occurs first. subcontractors, suppliers, and manufacturers. Provide table of con-tents and assemble in binder with a durable plastic cover. * END OF SECTION B. Submit material prior to final application for payment for equipment approved to be put into use during construction, submit within ten (10) days after first operation. For items of Work delayed materially beyond date of Substantial Completion, provide updated submittal within ten (10) days after acceptance, listing date of acceptance as start of warranty period. 1.09 SPARE PARTS AND MAINTENANCE MATERIALS A. Provide products, spare parts, and maintenance materials in quantities specified in each section, in addition to that required for completion of Work. Coordinate delivery to project site with the Owner's Representative and obtain receipt prior to final payment. * END OF SECTION CLEANING I i k PART 1 GENERAL 1.01 DESCRIPTION A. Work included: 1. Keep premises and adjacent areas free from accumulations of waste, debris and rubbish caused by operation of this Contract. 2. At completion of Work, remove waste materials, rubbish, tools, equipment, machinery and surplus materials, and clean all exposed surfaces; leave project clean and ready for occupancy. CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District in (=I accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 et seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). "Approval of this drawing by CVWD staff does not constitute approval to encroach into 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 or right-of-way without first obtaining an DESERT GATEWAY PHASE 11r• KOHL'S encroachment permit from CVWD. DESERT GATEWAY LANDSCAPE SPECIFICATIONS DATE WATER MANAGEMENT SUPERVISOR CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR Q) Underground Service Alert ENGINEERS NOTE TO CONTRACTOR: amsTR aoN CONTRACTOR AGREES THAT iN m=RO#a M11TH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: DRAWING NO. 9 GEI�IW.Y ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK `�"°sCgpE CITY OF PALM DESERT µ �fORf COMPI.ETE REFOIGEin FOR THE' SITECONDmON5 WRING THE COURSE OF CON51Rl oNOF THE PROJECT, LNG LOCATION: NO. 155 9 y0 SAFETY OF ALL PERSONS AND PROPERTY,THAT THLS REWJREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE RC L5.5 y o G Call: TOLL FREE UNTIED To NOIbJJAL WORKING HWfisS, AND CONSRIICiION tX>rITRACTOR FURTHER aa:EEs TO DEFEND, INDEMNIF AND Y HOLD 2.5" BRONZE DISK STAMPED LS 4146 BM` s a DES � RD HA FROM ANY AND Au Lam, RA OF AL M. IN�WH THE PEIFOIIMANCE OF Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II EXCEPTING LIABILIiY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering Land Surveying • Land Planning . 1 —800 THE T THIS D LOCA PROJECT, DRC8001 S. ROCHESTER AVENUE, SUITE 4C GERALD FORD DR. AT THE EAST B.C.R. OF AYE . 70 1� � eT CCA EAST ON MONTEREY AVE. 2.0 E LY OF DA I 2 2 7 2 6 0 0 * * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y mo A S S O C I A T E S, I N G Spec�fication5 a'ON THESE KARL THE MTRACTOR IS REQUIRED TO TAKE ALL PI MMONSRY MEASURES TO PROTECT THE UTiITITES% MM, L A N D 9 C A P E A R C H i -r E C -r 9 B.C.R. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. �2-3t-w 776 EAST GREEN STREET,SUITE 240,PASADENA,CALIFORNIA 91 101 ® NORTH EAST CORNER OF TWO WORKING DAYS ���*E CHECKED BY: W UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH s"1 �" TEL.626.683,8182 MONTEREY AVENUE AND 35th STREET BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR MAIL. BE REQUIRED TO ASSUME SOLE AND TF OF CAL%F� CA 3583 AZ 30100 UT377204 NM 312 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29) COMPLETE RMPOIGKITY FOR THE JOB SITE COMTTIONS DURING THE COURSE OF CONSiRUCTIOW THE PROJECT, INCLUDE RC W.O. U01-230 1 FOR: XX F.B. XX I Parcel No : 30502 Desert Gateway : Citi Bank Pad 23 NRDEI- 34500 Monterey Ave R F T R I I Nadel Retail Palm Desert California 92211 South un , LLP 1990 South Bundydy,Drive �+ �1r Fourth Floor C of Palm DeSe Los Angeles, CA 90025 T. 310.826.2100 Water Calculation Chart F. 310.826.0182 www.nadelarc.com Maximum Water Allowance (m) C.V.W.D.WATER BUDGET CALCULATIONS: �Ecs SHEETINDEX ESTIMATED WATER USE FOR: Desert Gateway: ETo (ZONE 4) 93.9" i - input Zone MOM Citi Bank-Palm Desert °. -- 1-0.0 - Cover Sheet LAWN-Square Feet = 0 sq.ft y o "t zxx - TREES/SHRUBS/GC Square Feet = 3679.2 sq.ft. LL L 1 .0 - I rrigatilon Plan Square Footage Calculations TOATAL LANDSCAPE Square Feet = 3679.2 sq.ft o •• ��"•---•`�.•. 1-2.0 - Planting Plan Tree& Shrub Square foot 3679 LOW CATEGORY TREES/SHRUBS/GC Square Feet = 2492.37 sq.ft •• ,•, 0 Turf Square foot 0'.. LOW /MODERATE CATEGORY TREES/SHRUBS/GC Square Feet = 451 sq.ft � ��'••. L3 0 - Installation Details Total Square foot Cobble/Boulder MODERATE CATEGORY TREES/SHRUBS/GC Square Feet = 664.63 sq.ft `��`'•• HIGH CATEGORY TREES/SHRUBS/GC Square Feet =71.21 sq.ft '�.. 1-4.0 - S ecifications Total Waterfeature Square footage p Total Landscape Square foc 3679.2 �'••.�` - • L4.1 - SpeCIflCatlOrlS ESTIMATED ANNUAL APPLIED WATER USE ��o, ,. •'' Zone No. Eto Water Adj.' Total Conversion FactorsTotal, Low Water Hydrozone E-W ---_------ __ ____ _ ! Factor Sq.ft. 0. 2 48 MWA EAAWU=93.9 x.2 x 2492.37 x.62/748/.90= "' L4.2 - SpeCIflCatlOrlS oL 1 67.01 0.5 0 0.62 748 4 43.1 CCF per Year '• - Low/Moderate Water Hydrozone '0 CD Specifications 2 66,82 015 0 0.62 74� EAAWU=93.9x .35x451 x.621748/.90= �ga`Df ••. 3a 75 0.5 0 osz 748 o m 13.65 CCF per Yeara g m 3 �.. L4.4 - Specifications 3b 84 0.5 0 0.09 740 0 L.,WNNN _ _ _ ,• Moderate Water Hydrozone m F 4 93.9 0.5 3679.2 0.62 748 143.178921 Y L ---- - �, EAAWU =93.9x.5x664.63x.62/748/.90= - L4.5 - Specifications � s p 28.74 CCF per Year "u 8 High Water Hydrozone C-D EAAWU=93.9x.8x71.21x.62/748/.90= La. Zo 2 Estimated Water Use 4.93 CCF per Year 0 �:,� 1.11 z <m Project Total EAAWU= 8 Total Number of plants 1 ra5 90.42 CCF per Year Number-of ants b water use %of Total Landscape Sauane Footaoe MAXIMUM ANNUAL APPLIED WATER USE • i Low 0.613 2254.994 MAAWU =93.9 x .5 x 3679.2 x.62/748= Mlrlam Way \ /site Low/Mod 1 0.123 460,999 143.2 CCF per Year 1113 Mod 0.181 664.$30 This Projects EAAWU is less than the MAAWU Mod/Hi 0.000 0.000 CD High 0.000 0.000 I p Low Trees "# 0,0g5 237.388 WATER CONSERVATION CONCEPT STATEMENT Dinah Shore Dr. LOW/Mod Trees , 0.000 0.000 1 _-----� .------ �-- .� � Project Site:Palm Desert California Parcel#: 30502 Mod Trees 0.000 0.000 Project Location: Dinah Shore Drive&Monterey Ave Mod/Hi Tree 0.000 0.000 Landscape Architect: Robert Curley,Cummings Curley and Associates j� High Trees 0.019 71.210 Submitted with this Project: i - --- - f /i/ Total 155 1. Maximum Annual Applied Water Allowance: LI=--- Conventional Landscape: 143.2 CCF/Year Market Place Way / I / , $H�hILB$ 2. Estimated Annual Applied Water Use by Hydrozone Low Plant Hydrozones:43.1 CCF/Year o / Low/Moderate Plant Hydrozones: 13.65 CCF/Year � / rigatfon,System Type: Zone Irr. Eff. Area Seasonal Plant Factor;Plant/ir Q _ 1 _� S ra IC3uh/tllr 4 . 2255 1 Loth Shrub Moderate Plant Hydrozones:28.74 CCF/Year to High Plant Hydrozones:4.93 CCF/Year I Season Zonal Eto Plant Area Conversion Factors Estimated Estimated Annual Applied Water Use:90.42 CCF/Year ' I N Yalue Factor sq.ft. 0.62 748 kri.Eff• Water Use I C S 20.69 0.2 2254.994 0.62 748 0.9' 8.59 3. EATAWU (90.42)CCF/Year<MAAWA(143.2)CCF/Year PAD 23 Summer 57.29 02 2264.994 0.62 748 0.9 23.80 Fall-Winter 1 15.97 1 0..2 1 2254.994 0.62 748 0.9 6.63 4. Landscape Design Plan V/C�N/�Y MAP z TOTAL 39.02 5. Irrigation Design plan . Area Seasonal Plant Factor: P j U Plant/IrN atlon System Zone Irr. Eff. Description of Project: This landscape design groups plants with similar water needs together.The irrigation system is designed to M W .I _ 400aoo S Ub/Dri' 4 ,, 480.t�& Z t.owtMod.Shrub P 9 9 p p 9 9 Y 9 efficient) Irri ate all zones through the use of pressure ensatin bubblers and drip irrigation systems. N Q Season Zonal Eto Plant Area Conversion Factors Estimated Y 9 9 P P 9 P 9 Y / Value Factor sq.ft. 0.62 748 Irri.Elf. Water Use Q Ly Ly � ___-- Spring 20.69 0.35 450.9987 0.62 748 0.9 3,01 Q summer $7.20 0.35 450.9987 0,62 748 0.9 8.33 - `'/ LLJ j Q - -----%---L--- - -Fall lntrrrtor 1+5,9'7 t#.35 45C1.9$87. 0.62 748: 0,9 2.32 Date: May 7, 2007 Pre ; 0 TOTAL 1-66 � Cie W Q ------------_--_-_--- Plant/irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: W • ' pray/ u p 4 664,830 3 rub Q I Season Zonal Eto Plant Area Conversion Factors Estimated I Value Factor sq.ft. 0.62 748 11 Eft: Water Use Spring 20.69 0.5 664.6297 0.62 748 0.9 633 Summer 1 57.29 1 0.51 664.6297 0.62 748 0.9 17.53 Fall-winter 1 15.97 1 0.51664.6297, o.62 148 0.9 4.89 0E C'Q -- TOTAL E/ _ 2875 0 tir � �► a�PliONED �'�► a _ TREES BY: IR 7F-1F Plant/Irrigation System Type: Zone Irr. Eft Area Seasonal Plant Factor DATE; S- - 2e'e7 44 •���•��- S ra rrBultl 4 0. 231.368 6 Low Tree c 11-7-Tr7r = Season Zonal Eto Plant Area Conversion Factors Estimated �\ U U U U U / �qN �� value Factor sq.ft. 0.62 748 Irri.Eff. Water Use L COM / i ' d ., , ./, Spring 20.$9 0_2 237.3677 0.62 748 0.9 0,90 W Summer 57.29 0.2 237.3677 0.62 748 0.9 2.50 W Fall-Winter 15.97 0.2 237.3677 0.62 748 0.9 0.70 _ -NT TOTAL 4.11 R y '� r T�• n�'R-L I'" q- � qq N 0. b�4 �^:1 ■� W i . :r -___ PlanVirrigation System Type: Zone Irr. Eff. Area Seasonal Plant Factor: _ >S ra /SubfDrl 4 a.9 71210 10 High Tree I y Season Zonal Eto Plant Area Conversion Factors Estimated 0 Value Factor sq.ft. 0.62 748 Irri.Eff. Water Use U Spring 20.$9 a8 71.21032 0.62748 0.9 1.09 J Summer 57,29 0.81 71.21032 0.62 748 0.9 3.01 Fall-Winter 15.97 08 71.21032 o.62 748 09 0.84 z TOTAL 4 93 3 - APPROVED - Total Tree And Shrub 90.47 FINA LANDSCAPE P CKAGE REVISIONS: SC4LEE: NTS NORTH DA Total Estimated Water Use 90.47 A O I/ERQ L L SITE PL,4 N LANDSCAPE MANAGEt;: • Q Q These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section f5597 et seq. regwrrrrg efficient kr&caipe artd rrrrgeticr,7 desiign In Z� Q cooperation with the local governing agency(City or County). Q Q "Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants,walls,and 0 0 permanent structures of any kind may not be planted or installed in CVWD �D and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. DATE 03/01/07 JOB NO. 06.8780 DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER III A 1p� 'Flow BA I U W y N VA 23 db CVWD PLAN# DEVELOPMENT SERVICES SUPERVISORL=0*0 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.COPYRIGHT:NADEL RETAIL ARCHITECTS,LLP.ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL:00-00-00 B.D.SUBMITTAL:00-00-00 1 - " -' ' - - 7QU Trees and Palms $ A 12 I 4 I Symbol Scientific Name Common Name Code Name Planting Size Mature Size CPD Character" Caart EWAYDRIV Fosp I CerAZT Z water use W owll�(� Acacia aneura Mulga Acacia AcAn 24"-Box 20'-25' x 12'-15' LOW 0.2 Single Trunk/ Branch @ 24" or lower I W - 1 ( Acacia farnesiana Sweet Acacia AcaSm 24"-Box 20' x 20' LOW 0.2 Single Trunk/ Low Branch 24"or lower Acacia stenophylia Shoestring Acacia Acs� 24"-Box- y 26-30' x 15'-20' LOW I Single Trunk/ Branch @ 24 (L .ti '.auMOD 0.35 Q Casuarina cunninghamiana She-Oak CaCu 24"-Box 60' x 30' MOD 0.5 Single Trunk/ Trunk @ 12" or lower + Parkinsonia 'Hybrid' AZT AZT Hybrid Palo Verde CerAZT 24"-Box 25' x 30' LOW 0.2 Single Trunk/ Low Branch @ 12" or lower ' I Z Parkinsonia microphyllum Foothill Palo Verde Cemi 24"-Box 15' x 15' LOW 0.2 Single Trunk/ Low Branch @ 12" or lower - - -- --- -- - Q 0 Parkinsonia praecox 'AZT' Palo Brea CerciP 24"-Box 20'-25' x 25-30' LOW 0.2 Single Trunk/ Low Branch 14 ' Acre 1 Chilopsis I. 'Desert Amethyst' Desert Willow Chli 24"-Box 20'-25' x 15'-20' LOW / Single Trunk / Low Branch y 8 Caem ' I - -� MOD 0.35 Olea europaea Swan Hill Fruitless Olive OleSW 24 Box Multi 20 30 x 25 35 MOD 0.5 Single Trunk/ Low Branch SEE, SEES SEES SEES Branching on., -All q a So 1111 Pithecellobium mexicanum Mexican Ebony Pitme 24" Box 30' x 25' 30' LOW 0.2 Single Trunk/ Low Branch @ 12" + Pithecellobium flexicaule Texas Ebony Pitmfl 24"-Box 20' x 20' LOW 0.2 Single Trunk/ Low Branch @,12" 1 2 LMLJ Prosopis glandulosa 'AZT' Thornless Honey Prgl 24"-Box 30' x 30' LOW/ Single Trunk/ Low Branch OIeSW Mesquite MOD 0.35 Quercus suber Cork oak Qusu 24"-Box 35' x 35' LOW 0.2 Single Trunk/ Branch 1-4�f7� Washingtonia filifera California Fan Palm Wafi See Plan for Height 80' x 10' HIGH 0.8 Palm trees that have had fronds - Cleaned f HIGH 0.8 Cut off for "ease of transportation" 1- Washingtonia robusta Mexican Fan Palm Waro See Plan for Height 100+ x 10 will NOT be accepted. J2 BOUT Cleaned and Skinned AcAn Pi tfl -- --- - 'AZT' Denotes Arid Zone Trees Variety: Mesa, Arizona: 480-987-9094 Branching height indicates maximum clearance from grade 1 Uj - Shrubs, Cacti Symbol Scientific Name Common Name Code Name Planting Size CPD Plant Spacing - - - LO Water Use Acacia redolens 'Desert Carpet' Prostrate Acacia Acre 5-Gal LOW 0.2 12' O.C. cy) Agave americana Century Plant Agam 5-Gal LOW 0.2 6' O.C. 4 Senna artemisioides Feathery Cassia Caart 5-Gal LOW 0.2 7' O.C. -- DaWh Calliandra califomica Calliandra Caca 5-Gal LOW 0.2 6' O.C. - --- -- Caesalpinia mexicana Mexican Bird of Paradise Caem 5-Gal MOD 0.5 10, O.C. WPARCEL ' PLANS Dalea greggii Trailing Indigo DaIGr 5-Gal LOW 0.2 6' O.C. SEE KOHLS ���'� - -- - --�-- -- - - -- -- Dalea frutescens 'Sierra Negra' Black Dalea Dalf 5-Gal MOD 0.5 4' O.C. _ 6 - - - - Dasylirion longissima Mexican Grass DasL 5-Gal LOW 0.2 5' O.C. - Agam Dasylirion wheeled Desert Spoon Dawh 5-Gal LOW 0.2 5' O.C. -- Echinocactus grusonii Barrel Cactus EncGr 5-Gal LOW 0.2 18" O.C. 3 - ______ _ -___ __ ___ Fouquieria splendens Ocotillo Fosp 5-7 canes LOW 0.2 V O.C. + Hesperaloe parviflora Red Yucca Hepa 1-Gal LOW 0.2 4' O.C. Lantana montevidensis Lantana Lamo 5-Gal MOD 0.5 6' O.C. 1 13 Lantana 'New Gold' Lantana LanNG 5-Gal MOD 0.5 4' O.C. + DaIGr Leucophyllum frutescens Texas Ranger Lefr 5-Gal LOW/ 6' O.C. MOD .35 1 - - 0 Rosmarinus officinalis 'Prostratus' Dwarf Rosemary RoofP 1-Gal MOD 0.5 4' O.C. Prgl __ _ _ __ - + Groundcovers 1 __ Symbol Scientific Name Common Name Code Name Planting Size Water Use Southwest Boulder & Stone - Sangria Fines Decomposed Granite - 2" Layer After Compaction All Planting Areas Unless Otherwise Noted SEE SHEET L3 . 4 j ; ■1� 14 Southwest Boulder& Stone - Cresta Landscape Boulder Boul See Plan, 4'-8'0 I Landscape Calculations: IRRIGATION STATEMENT Approximate Site Area: 821,966 sqft. The irrigation system shall use both drip irrigation and fixed flow bubblers for applying Total Landscape Area: 146,840 sqft water to proposed landscape areas. Complete irrigation plans will be submitted with Total Shrub Area: 134,299 sqft construction documents. The system shall utilize a moisture and wind sensing and ET calculating controller. See note on Sheet L-2.1 to verify controller I� 6 A� 4 SEEN"LSS .ESEv*w uS O / O I 'mra *R 1rT'R1F11R �-r� _ � . /� � Scale. 0 Q 0 O O O. O 0 V 20 40 FT. Q 4. ¢ BEE SHEET 0.6 o b . CVWD SIGNATURE BLOCK AREA I' These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, a nn W� � Section 65597 at seq.requiring efficient landscape and irrigation design in ,E cooperation with the local governing agency(City or County). _ - - 'Approval of this drawing by CVWD staff does not constitute approval to NOTE: NO TREE PLANTING WITHIN C.V.W.D. . ®o� n encroach into district and USER Rights-of-Way. Trees,plants,walls,and permanent structures of any kind may not be planted or installed In CVWD EASEMENTS OR RIGHT OF WAYS �,41¢.,;o and USER easements or right-of-way without first obtaining an DESERT � KOHL'S ���� � � :����� encroachment permit from CVWD. GATEWAY it _ , YAK ,_, .r. NO CONFLICTING UNDERGROUND OR DATE WATER MANAGEMENT SUPERVISOR DESERT GATEWAY lool LANDSCAPE PLANTING PLAN OVERHEAD UTITIES WITHIN PROJECT AREA. CVWDPLAN# , DEVELOPMENT SERVICES SUPERVISOR No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: D` ex oVED BY. CITY OF PALM DESERT DRAWING NO. Under round Serve Alert ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION coNTRacroR AGREES THAT IN ACCORDANCE WITH o LANDScgpF GEIORNLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL8E REWIRED TO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK �� oar to COMPLETE RESPa un FOR THE JOB SITE COMM DING THE COM OF CONSTRuCWV THE PROJECT, INCLUDING y�� y a, oy LOCATION: NO. 155 9�FORE roG Call: TOLL FREE SAFETY OF ALL SONS AND PROPERTY, THAT THIS WWIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT �����` �sT`�o 2.5" BRONZE DISK STAMPED LS 4146 BM 13'2 ° DEWIWO To NSSI WORKING HOURS, MY coN a 1141 1Y. WA Ot FURTHER AGREES TO ON WITH INDEMNIFY O AND BOLD �a � � Development Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF o 46)NN DESERT GATEWAY PHASE II Q oEslat PROFESSIONAL.IiARMIESS FROM AM'ANo ALL LIAEIILIIY, REAL OF ALLEGED. IN C�ptECTIOMI wNTH THE�of 1 -8 O O WORK ON THIS PROJECT', EXCEPTING LIABILITY ARISING FROM THE SOLE WGUGENCE OF DESIGN PROFESSIONAL civil Engineering • Land Surveying • Land Planning THE E)USTM AND LOCATION OF ANY UNDERGROUND UTIUTIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAMIED BY A , e 800 S. RO eying R AVENUE, SUITE 4C .0 GERALD FORD DR. AT THE EAST B.C.R. - SEARCH OF AVMABLE RECORDS. TO THE BEST OF OUR IOIOME.EDGE,THERE ARE NO EXISTING UTIUTIES EXCEPT THOSE SHOWN * D R C ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y Flo A S S 0 C I A T E S, INCEAST ON MONTEREY AVE. 2.0 E LY OF DA 2 2 2 6 O o PlantingPlan ON THESE PUNS. THE CANfRACM IS REWIND TO TAKE ALL PRECAaA10W WA%IRES TD PR07ECT THE UTILITIES SHOWN, L A N D S C A R E A R C m I T E C T s B.C,R, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 776 EAST GREEN STREET,SUITE 240,PASADENA,CALIFORNIA 91 101 ® NORTH EAS CORNER OFF TWO WORKING DAYS sr °"'E �P TEL,626.683.8182 CHECKED BY: MONTEREY AVENUE AND 35th STREET BEFORE YOU DIG UNAUTHORIZED CHANGES & USES. CONSTRUCTION CONTRACTOR AGREES THAT IN XMDANCE WITH 9TE o�� CA 3583 AZ 30100 Ur 377204 NM 31 2 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29) `�,. GENERALLY ACCEPTED PRACTICES, CONSTRUCTION CONTRACTOR WALL BE REWIRED TO ASSUME SOLE AND OF CALIF COMPLETE RESIOCIBIUTY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING `W W.O. U01-230 FOR: XX F.B. XX r tH Trees and Palms Q Symbol Scientific Name Common Name Code Name Planting Size Mature Size CPD Character" --- - - - - I �� �� �� �� �� �� �■ �� �� �� �� �� �� Z Water Use W 1 - N Acacia aneura Mulga Acacia AcAn 24"-Box 20'-25' x 12'-15' LOW 0.2 Single Trunk/ Branch @ 24" or lower SEE SHEET L3 . 1 W r r "" 1 122 14 J Acacia farnesiana Sweet Acacia AcaSm 24"-Box 20 x 20 LOW 0.2 Single Trunk/ Low Branch @ 24 or lower 6 1 EncGr Hepa W p y g .;„ Acacia steno h Ila Shoestring Acacia Acst 24"-Box 25'-30' x 15'-20' LOW/ Single Trunk! Branch @ 24" Caem\ 0. :.:. :;_ MOD 0.35 U) Q 1 W Casuarina cunninghamiana She-Oak CaCu 24"-Box 60' x 30' MOD 0.5 Single Trunk!Trunk @ 12" or lower O O Parkinsonia Hybrid AZT AZT Hybrid Palo Verde CerAZT 24"-Box 25 x 30 LOW 0.2 Single Trunk/ Low Branch @ 12 or lower 0 'v, > Dal r 11' 22 < Z Parkinsonia microphyllum Foothill Palo Verde Cemi 24"-Box 15' x 15' LOW 0.2 Single Trunk / Low Branch @ 12"or lower FOSp Q 20'-25' x 25'-30' LOW 0.2 Single Trunk/ Low Branch �� i ,� - i' '� ' _ Parkinsonia praecox'AZT' Palo Brea CerciP 24"-Box g g ---- -----------, Chilopsis !. 'Desert Amethyst' Desert Willow Chli 24"-Box 20'-25' x 15'-20' LOW/ Single Trunk/ Low Branch DasL MOD 0.35 Olea euro aea 'Swan Hill' Fruitless Olive OleSW 24"-Box Multi 20'-30' x 25'-35' MOD 0.5 Single Trunk/ Low Branch a °--\\ p � lop" Branching �r --- � Pithecellobium mexicanum Mexican Ebony Pitme 24"-Box 30' x 25'-30' LOW 0.2 Single Trunk/ Low Branch @ 12" 10 ( kw <. + Prgl o A am C' Pithecellobium flexicaule Texas Ebony Pitmfl 24"-Box 20' x 20' LOW 0.2 Single Trunk J Low Branch @ 12" Prosopis glandulosa 'AZT' Thornless Honey Prgl 24"-Box 30' x 30' LOW! Single Trunk/ Low Branch 1 1- 'Q� -- ----- ----- --- ---- ----- ---- ---- ---- - ---- ---- ---- --- -- - ---- - - 5 ` 5 � MOD 0.35 iift7 Mesquite - i Quercus suber Cork oak Qusu 24 Box 35 x 35 LOW 0.2 Single Trunk/ Branch - . �5 - 5 5 {� 2 - \ 3 - - - _, - - -- - - -- -- r - - --- - HI 8 Palm trees that have had fronds ti_ ' 2 � _____ __. _. ______ ____ _;_-, ___._ - \ hin tonia filifera California Fan Palm Wafl See Plan for Height 80' x 10 HIGH 0. • .; _ __ _ C h l l _ was -5 5 aro \ 6 -._ g Cleaned g +, r HIGH 0.8 cut off for"ease of transportation" • Washingtonia robusta Mexican Fan Palm Waro See Plan for Height 100 x 10 will NOT be accepted. 5 1 , /� m Cleaned and Skinned : 1 ' Clea a . - _ \ _ 1_6'0 -- - -- - - - - 7 9094 _ _ .-.�_., �Es.., 'AZ Denotes Arid Zone Trees Variety Mesa, Arizona: 480 98 m clearance from rode 6 � �, � ` �\ Branching height indicates maximum g 3 STOP STO �y - Shrub acts STOP ; s, C Symbol Scientific Name Common Name Code Name Planting Size CPD Plant Spacing \. -------r --------- -- - \- -- - - Water Use �• LanNG ,, ,� •• �" ' , \\ \ \\ \ --- ----- ------ ��- -- Acacia redolens 'Desert Carpet' Prostrate Acacia Acre 5-Gal LOW 0.2 12' O.C. ::� _ 7 Agave americana Century Plant Agam 5-Gar W • LOW .2 '' O 0 6 W 12 ---- -- - \ ... i� g --- -- - - - •.�,:; \ •,•., Senna artemisioides Feathery Cassia Caart 5-Gal LOW 0.2 T O.C. '• •�•' r Lamo \ An - - -- - ---- --- -- --- -- Calliandra californica Calliandra Caca 5-Gal LOW 0.2 6 O.C. I ■ ■ U) + 2 i� Caesalpinia mexicana Mexican Bird of Paradise Caem 5-Gal MOD 0.5 10, O.C. Dalea greggii Trailing Indigo DalGr 5-Gal LOW 0.2 6' O.C. i 27 Acst 2-4'� == LanNG Dalea frutescens 'Sierra Negra' Black Dalea Dalf 5-Gal MOD 0.5 4' O.C. _ ' I Dasylirion longissima Mexican Grass DasL 5-Gal LOW 0.2 5' O.C. Boul 3 � �I - � Dasylirion wheeled Desert Spoon Dawh 5-Gal LOW 0.2 5' O.0. -_ - Caem {� ----- - -- --- --- --- - \\ Echinocactus grusonii Barrel Cactus EncGr 5-Gal LOW 0.2 18" O.C. + r Fouquieria splendens Ocotillo Fosp 5-7 canes LOW 0.2 5' O.C. Hesperaloe parviflora Red Yucca Hepa 1-Gal LOW 0.2 4' O.C. 3 Lantana montevidensis Lantana Lamo 5-Gal MOD 0.5 6' O.C. 17 Pltme r r 5-Gal MOD 0.5 4' O.C. --------------- Lantana New Gold Lantana LanNG Pltfl -- ---- - 8 - \ Leucophyllum frutescens Texas Ranger Lefr 5-Gal LOW/ 6' O.C. - ---- --- ,. �. �' - -- -- MOD 0.35 ----- - -- -- --- ----- ---- ----1 DalGr 5 \\ Rosmarinus officinalis 'Prostratus' Dwarf Rosemary RoofP 1-Gal MOD 0.5 4' O.C. -- ----- - --- 2 -- ----- --- ---Lan i - ----- --- - - ---- -- PrglGroundcovers - ---.-------- -- --- - --- --- Symbol Scientific Name Common Name Code Name Planting Size Water Use ® r� Southwest Boulder 8r Stone Sangria- Fines Decomposed Granite - 2" Layer After Compaction ------------___-._ C I _.---- __-._- - ._--__ -_-_-_-_-- ,� - - ------- - l-_I All Planting Areas Unless Otherwie Noted - ----�..---- ----�1 12 Southwest B Caart 19 - CerCIP ...... __. Boulder 8r Stone - Cresta Landscape Boulder Boul See Plan, 4'-8'f?� _---- -- - -i ----- ---__ -A am - -- - - - 1 g- -- ----- ACaSm Landscape Calculations: IRRIGATION STATEMENT - --- -- - - Approximate Site Area: 821,966 sqft. The irrigation system shall use both drip irrigation and fixed flow bubblers for applying Total Landscape Area: 146,840 sgft water to proposed landscape areas. Complete irrigation plans will be submitted with L3 . 5 ------ --- -- _.. ---- --- - ---- -- - �� - - - Total Shrub Area: 134,299 s ft construction documents. --- - -- �� The system shall utilize a moisture and wind sensing and ET calculating controller. SEE HEET See note on Sheet L-2.1 to verify controller � v --- Supplemental PlantingLegend -- Garden Area Only@ NOTE: NO TREE PLANTING WITHIN C.V.W.D. • Name Planting size water use - �IVi W EASEMENTS OR RIGHT OF WAYS Symbol Scientific Name Common g �--- _ 76 1 Agave bovicorn uta Cowshorn Agave 5-Gal Low { + '`� ( �Ij �, \ NO CONFLICTING UNDERGROUND OR Agave ar i Parry's Agave 5-Gal Low 5\ 4 OVERHEAD UTITIES WITHIN PROJECT AREA. 9 P rY rY g _ 1(Yl '5 5 5 +� 4 3 O untia basilaris Beaver Tail Cactus 5-Gal LowI � 7 ; �1Vi�� Opuntia violaceae 'Santa Rita Purple Prickly Pear 5-Gal Low 5 . + ,4+ 77 , �� 5 Penstemon superbus Superb Penstemon 1-Gal @ 24" O.C. Low00 •►'�,1 'V•/U y�..;, •pp p. � � �AYEdiAr JPIVE ooe +� �T\ AY DRIVE G 1 -. Berlandiera lyrata Chocolate Flower Quarts @ 6" O.C. Lowy - + + - HIV 7 Psilostrophe cooper) Paper Flower 1-Gal @ 36 O.C. Low �Ij �. { ; _ - YEEHEEiW - + 3 �11V Scale: T - 20' 1 � . �_� rFT1►IrrIF Southwest Boulder & Stone - Chamois Beige 3/4 Crushed Rock 2 Layer 5 ' 4 - + 0 10 20 40 FT. J _+ 8EE8NEETW3 _ S - EEE SHE L].1 No� CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District in ' r' ;{ accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, �:. � � ■ ; � ! i�il�� �� Section 65597 at seq.requiring efficient landscape and irrigation design in ;S SEE SHEET W.S t cooperation with the local governing agency(City or County). • � ® "Approval of this drawing by CVWD staff does not constitute approval to __ _ _.___ __ _-.._-__.__.-__ a to district and USER Rights-of-Way. Trees,plants,walls,and ---_-_-------.-._. _- encroach in am w ¢Ii O� O permanent structures of any kind may not be planted or installed in CVWD 0 5 10 20 and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. DESERT GATEWAY PHASE 11 KOHL'S MONiENEY AVE. MGNTENEY qVE. DESERT GATEWAY IIIIIIIIIIIItl LANDSCAPE PLANTING PLAN DATE WATER MANAGEMENT SUPERVISOR Key Map CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR to ENGINEER'S NOTE TO CONTRACTOR: t�NsrRucnoN coNTRaCroR AGREES THAT IN AIXtDANCE WITTH No. DATE REVISIONS A d ,pNDSCAP PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING N0. N Underground Service Alert GBOA.LY ACCEPTED �N PRAC w, CONSTRUCTION CONTRACTOR WILL BE RWRED TO ASSUME SOLE AND �° q 3 RC 03.23.07 2ND PLAN CHECK .� c"r ra R COMFLETE RESPONSIBILITY FOR THE JOB SITE DDNOIIOS DURING 1HE CDIJRSE OF CONMCnMW THE PROJECT, MICWaNG `y� `� y oti,T t= LOCATION: N0. 155 L3.3 E BEFORE y0G SAFETY OF ALL PERSONS AM PROPERTY,THAT THIS REMIRE1rIENT SHALL BE MADE M APPLY CONDNUDUSLY AND NOT �� x 2.5" BRONZE DISK STAMPED LS 4146 BM o Call: TOLL FREE UMITED To NOOK WONNG HOURS, AND CO�SRUCIION CONtRACTOR FIRMER AGREES TO DEFEND, INDEMNIFY AND HOLD o ct PROF80K no ANY Are ALL UMN.REAL OF AL<E�D. IN D�NECTIDN WITH THE PEE of J . -� � Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II 1 -8 0 0 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL ..Y=Ay , ■THE EXiStENCE����ANY �l�S��SNOMAI N THESE PIWS WERE���A Civil Engineering Land Surveying Land Planning •� =�5 GERALD FORD DR. AT THE EAST B.C.R. ,T A,nA�LE THERE MLmEs EX » DRC ON S. ROCHESTER AVENUE, SUITE 4c EAST ON MONTEREY AVE. 2.0 E LY OF DA cis 2 2 2 6 0 0 oNTAR�o, CA 91761 (909) 230-5241, fAX (909) 230-5246 C U M M I N G S C U R L E Y AND A S S O C I A T E S, I N C B.C.R. PlantingPlanON�P,SSA. 7Wryy"WU IS REQ IRED TO TK, �Pf�EY1�,M N O MEII&IRESTOPR M X M�a`�'M. ,' LAN O5GAPEC ARC A, 1FNIC T $AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. tz��07 776 EAST GREEN STREET,SUITE ,68 .8182NA,CALIFORNIA 91 I01 CHECKED BY: ® NORTH UCORNER OF TWO WORKING DAYS s E�.o`E P TEL,826.683.8182 MONTEREY AVENUE AND 35th STREET p BEFORE YOU DIG UNAUTHORIZED CHANGES & USES. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH rqT� of cALIFa` CA 3583 AZ 30100 vr3772o4 NM 312 NV 578 CLARB 31s ELEV.: 316.435 (NGVD29} GENERALLY ACCEPTED CONSTRUCfION PRACTICES, CON5fRlJCTION CONTRACTOR WILL BE REQWRED M ASSUME SOLE AND COMPLETE RMp0NSgUTy FOR THE JOB SITE CONDITIONS DURING THE COURSE OF(� MICIIOlff THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F. . X Trees and Palms [� Symbol Scientific Name Common Name Code Name Planting Size Mature Size CPD Character" Z Water Use Uj SEE SHEET 2 _. ) (� Acacia aneura Mulga Acacia AcAn 24"-Box 20'-25' x 12'-15' LOW 0.2 Single Trunk/ Branch @ 24" or lower L3 . 2 ___. .. - J Acacia farnesiana Sweet Acacia AcaSm 24"-Box cAn 20' x 20' LOW 0.2 Single Trunk/ Low Branch @ 24" or lower ' A I W •, _ -- _ B--ox� � Aca ia stenophylla Shoestring Acacia Acst 24" 25'-30 x15 20' LOW Single Trunk Branch @ 24 " MOD 0.355 Q _ Casuarina cunninghamiana She-Oak CaCu 24"-Box 60' x 30' MOD 0.5 Single Trunk/Trunk @ 12" or lower Pitme___ ! I Prgl U + Parkinsonia 'Hybrid'AZT AZT Hybrid Palo Verde CerAZT 24"-Box 25' x 30' LOW 0.2 Single Trunk/ Low Branch @ 12" or lower 0 Z Parkinsonia microphyllum Foothill Palo Verde Cemi 24"-Box 15' x 15' LOW 0.2 Single Trunk/ Low Branch @ 12" or lower 5 - 1 Q 1-4'0 �a ''A 5 Caem J Parkinsonia praecox 'AZT' Palo Brea CerciP 24"-Box 20'-25' x 25'-30' LOW 0.2 Single Trunk/ Low Branch � Caart _ _ _ 1- ' � ' 0 BOUI d Chilopsis I. 'Desert Amethyst' Desert Willow Chili 24"-Box 20'-25' x 15'-20' LOW/ Single Trunk/ Low Branch j MOD 0.35 3 r ' CerAZT Olea europaea 'Swan Hill' Fruitless Olive OleSW Branching xMulti 20'-30' x 25'-35' MOD 0.5 Single Trunk/ Low Branch _ Pithecellobium mexicanum Mexican Ebony Pitme 24"-Box 30' x 25'-30' LOW 0.2 Single Trunk/ Low Branch @ 12" nicin Pithecellobium flexicaule Texas Ebony Pitmfl 24"-Box 20' x 20' LOW 0.2 Single Trunk/ Low Branch @ 12" T Pros pi g ndulosa 'AZT' Honey g 24"-Box 30' x 30'�-"- --- � Single Trunk/ Low Branch Thornless Pr I OD 0.35 �ngle= o s a e -\ IL EJ /I Mesquite ` Hepa Quercus suber Cork oak Qusu 24"-Box 35'x 35' LOW 0.2 Single Trunk/ Branch „ 4 `� 14 �g � I i N ) LanN(,� Washingtonia filifera California Fan Palm Wafi See Plan for Height 80' x 10' HIGH 0.8 Palm trees that have had fronds ,Acst Dalf 13 „' . Cleaned HIGH 0.8 cut off for ease of transportation •• •••• Washingtonia robusta Mexican Fan Palm Waro See Plan for Height 100+ x 10 will NOT be accepted. - _ Da h - IM I I__ ___ W •• •. Cleaned and Skinned \ •• .:.•. ..,,:•. S5i2: dx='. , ■ • •• •, xRB"(xA.aS";4;n 'fiv' \.•. \ '3'ld>'.'F:dk:'-tea ,g I , ,. , - �., AZT Denotes Arid Zone Trees Variety: Mesa, Arizona: 480-987-9094 ,. ..• • Branching height indicates maximum clearance from grade 1 4'� n hei h ' m r . .. , . . GPefir $ k erg 40 ♦ to OU) ,.... J - - 4 6 2Shrubs, Cacti 2 _ ___ � . ;• A y bol Scientific Name Common Name Code Name Planting Size Plant Spacing t CS fl Water Use .• Wa • Symbol 'n S' CPD S 'n ., • , •• AcaSmA �AV i ' . • •• . ' •, : O Acacia redolens 'Desert Carpet' Prostrate Acacia Acre 5-Gal LOW 0.2 12' O.C. 2 25' ` ve amencana Century ant m a LOW 0 2 6 f i __ • ::A"' •. ),� , Aga C ry PI Aga 5-G I O ' O.C. 2 AAA Senna artemisioides Feathery Cassia Caart 5-Gal LOW 0.2 7' O.C. __ AcAn ■ 5 ������� �`,,�`,� Calliandra californica Calliandra Caca 5-Gal LOW 0.2 6' O.C. Ceml Caesalpinia mexicana Mexican Bird of Paradise Caem 5-Gal MOD 0.5 10, O.C. -� _______ __. __ 4 Dalea greggii Trailing Indigo DalGr 5-Gal LOW 0.2 6' O.C. y � I � _- >a Hepa ---- I �\ M�> 4 1 $ ii Dalea frutescens 'Sierra Negri Black Dalea Dalf 5-Gal MOD 0.5 4' O.C. KOHL5 2 LAND50APE METER LOCATION ■ _ _ _ __.__-___ _ .-_--_--_.-___.- _ . _.._______ Agam __ ---_- _ . . .___ ._-. FOSp ___ Dasylirion longissima Mexican Grass DasL 5-Gal LOW 0.2 5' O.C. -Al �� Dasylirion wheeled Desert Spoon Dawh 5-Gal LOW 0.2 5' O.C. {} +�>� 3 ! I 24 Echinocactus grusonii Barrel Cactus EncGr 5-Gal LOW 0.2 18" O.C. -- DaIGr �� Fouquieria splendens Ocotillo Fosp 5-7 canes LOW 0.2 5' O.C. � � - - - � i � Hesperaloe parviflora Red Yucca Hepa 1-Gal LOW 0.2 4' O.C. 36 - - 4 ■ 8 LanNG LamO Lantana montevidensis Lantana Lamo 5-Gal MOD 0.5 6' O.C. Chli + _ DaSL + i Lantana 'New Gold' Lantana LanNG 5-Gal MOD 0.5 4' O.C. Leucophyllum frutescens Texas Ranger Lefr 5-Gal LOW/ 6' O.C. MOD 0.35 ' Rosmarinus officinalis 'Prostratus' Dwarf Rosemary RoofP 1-Gal MOD 0.5 4' O.C. 7 I _ 5 Acre Groundcovers Cacti Symbol Scientific Name Common Name Code Name Planting Size Water Use Southwest Boulder& Stone angina Fines Decomposed Granite - Layer After Compaction All Planting Areas Unless Otherwise Noted 4 2 I Southwest Bo lder& Stone Cresta Landscape Boulder Boul See ' Iu - ca a Plan, 4'-8'�?1 DaIGr „ • :.•• .. „ • :.•• Prgl ♦ , •. , ., ' •:' ' Landscape Calculations: IRRIGATION STATEMENT + '• • • :' ' • . . •• SEE SHEET I L3 . 6 Approximate Site Area: 821,966 sgft. The irrigation system shall use both drip irrigation and fixed flow bubblers for applying '•-_ ' '�A. ,:' Total Landscape Area: 146, q proposed p p 9 p, �� •.,�;�,"• ; �� , �, �. ■� 840 s ft water to ro osed landscape areas. Complete irrigation tans will be submitted with ••••• '••• ••' construction documents. Total Shrub Area: 134,299 sgft The system shall utilize a moisture and wind sensing and ET calculating controller. See note on Sheet L-2.1 to verify controller A�rtw � o I. `.... EEE eHnr us EEEEHest u.. = 4 Scale. 'r 20' 0 10 20 40 FT. North EFE E16Eild6 ° �- C� ° 8EE 8NEEt 1.98 r. 02 CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District in �~ A�?� accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, r�wa W U Section 65597 at seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). " "Approval of this drawing by CVWD staff does not constitute approval to NOTE: NO TREE PLANTING WITHIN C.V.W.D. • ® encroach into district and USBR Rights-of-Way. Trees,plants,walls,and permanent structures of any kind may not be planted or Installed in CVWD EASEMENTS O R RIGHT O F WAYS �o: and USER,easements or right-of-way without first obtaining an DESERT 1 KOHL'S encroachment permit from CVWD. DESERT GATEWAY GATEWAY _ LANDSCAPE PLANTING PLAN NO CONFLICTING UNDERGROUND OR DATE WATER MANAGEMENT SUPERVISOR OVERHEAD UTITIES WITHIN PROJECT AREA. CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. ENGINEERS NOTE TO CONTRACTOR: CONSTRUCTION COMRACn AGREES THAT IN ACCORDANCE Wrm 4KN SCgp I LWerWound Service Alert GOFLETE ENEItALLY SITE �TMEcroHTRTOR 03.23.07 2ND PLAN CHECK ����°, Cur ley Ncti LOCATION: NO. 155 BEFORE 0 SAFELY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE o`' o RC L3,4 y Call: TOLL FREE LAB To NORMAL c FRS,AND�RUCI N CONTWOR FURnO a�To DEFEND, INDEMNIFY AND HOLD sTg 2.5" BRONZE DISK STAMPED LS 4146 BM BY- OW � W �ANY AND ALL . REAL OF ALLWED. IN�E+�+THE�of w Development Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY. DESERT GATEWAY PHASE II WORK ON THIS PROJECT EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLW CE OF DESIGN PROKWONAL b � 1 -800 DRIC 800 Engineering • Land Surveying • Land Planning t C GERALD FORD DR. AT THE EAST B.C.R. THE EXISTENCE AND LOCATION�ANY UNDER1;It0UlD UilUnfS OR STRUCTURES SHOWN N THESE FLANS WERE OBTAMED BY A 2 -^ O O sEARCH avAltA�tE Ixr Tim unLrr�s THosE sHowN S00 S. ROCHESTER AVENUE, SUITE 4C � ,l L ON THESE THE CONIRNCfTO LS Bw O TAKE ALL H F�RITIES THE�� * At * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS C U R L E Y AND A S S 0 C I A T ES, INC EAST ON MONTEREY AVE. 2.0 E LY OF DA PlantingPlan MEIISURES TO SHOW, B.C.R. L A N D B C A P E A R C H 1 T E C T 8 AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE UNES OR STRUCTURES. - 12-31-07 776 EAST GREEN STREET,SUITE 240 PASADENA,CALIFORNIA 91 101 ® NORTH EAS CORNER OF TWO WORKING DAYS W." rCHECKED BY- BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: coNsmLicnoN coNTwm AGREES THAT IN � WITH q F F�� ( � w r � TEL.626.683.8 182 �s GENERALLY ACCEPTED CtONSTRUCIION PRACTICES, CONTRACTOR HALL BE REQUIRED TO ASSUME SOLE AND P of cA�t CA 3583 Az 30�00 UT3772o4 NM 312 NV 578 CIARB 319 ELEV.: 316.435 NGVD29 MONTEREY AVENUE AND 35th STREET COMPIETE RESPONSBIUIY FOR THE�SITE CON�nIONS DURING THE COURSE OF CONSTRUCnONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX ? �r`a _ IRRIGATION_SCHEDULE SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY ARC PSI GPM RADIUS _ ® Rain Bird RWS-BG02 22 360 30 0.5 V -----____--' Landscape- Zone ��� Root Watering System, 12"long by 4"diameter with locking grate, Rain Bird 1402 Bubbler, internal plumbing, 12 swing assembly, male NPT inlet. ----- 11 . 8 G SYMBOL MANUFACTURER/MODEUDESCRIPTION QTY Rain Bird XCZ-100-B-COM 1 Drip 1" Rain Bird PEBS valve, Quick Check Filter, and 40psi Pressure Regulator kit. ,�• \ ``�•� 1 1.8 SYMBOL MANUFACTURER/MODEUDESCRIPTION QTYN0011 '�•. -10 . - Rain Bird GB 1 • R _ M. Brass Electric Remote Control Valve ; �- _ u R E T fl IL 4 0 �� Rain Bird 33D 1 / o / 3/4"Quick Coupler Valve two piece body Q p p y Nadel Retail o o Architects, LLP • � �., - �j Hammond 8301 Ball Valve 2 Full Port Ball Valve I 1990 South Bundy Drive -Fourth Floor II II Irrigation Lateral Line: PVC Schedule 40 341 IS. Los Angeles, CA 90025 Irrigation Mainline: PVC Schedule 40 824 Lf. T. 310.826.2100 / F. 310.826.0182 Pipe Sleeve: PVC Schedule 40 113 I.f. www.nadelarc.com I 'l Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall i el\ ' V / allow for irrigation piping and their related couplings to easily _ slide through sleeving material. Extend sleeves 18 inches - 314 beyond edges of paving or construction. c� Drip Zone-Shrubs �'�,• ti� -- — Schedule 40 Backbone w/Class 315 Laterals, RB-FRA/24 Riser a / a v I rr / a 4 � Valve Callout 2A Valve Number 0 6.7 6 Tie to Mainline as Indicated on Master Site �" Valve Size �' /- � 'D' Indicates Drip Zone Valve _ I Landscape Irrigation Plan 'B-T' Indicates Tree Bubbler Valve Z� II II Pull 2 Control Wires + Common and EMITTER SCHEDULE WW g I I I 1 Spare to controller C located nearest to PAD 20 as I I I I QTY PLANT MATRIAL EMITTER TYPE per Master Site Irrigation Plans I I I I g 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH _- I Coordinate with Sierra Landscape for wire locations 2 Moderate Category Shrubs a�a _ p RAIN 131RQ XERI-Bt1G EMITTER xB-10PC-1032/Pf=R-€RA24 1.0 GPH �a gioe i I -----I I - - - *PLACE AUTOMATIC FLUSH VALVE AT EACH DRIP ZONE 'W m°J N� *EQUIP EACH EMITTER WITH A PC-DIFFUSER =Q d5 - ' I I �o I DRIP IRRIGATION LATERAL PIPE SIZING CHART �� CONTRACTOR TO VERIFY PRIOR TO INSTALLATION Z I aPAD 23 GPM PIPE SIZE z ZE< I i I l 0-5 1/2„CLASS 315 PLASTIC PIPE - 3/4 CLASS 315 PLASTIC PIP -1 - 2 i f j i c 9 + 1"CLASS 315 PLASTIC PIPE es ( o NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS I , IRRIGATION NOTES OI I VERIFICATION: I II The system is based on a_p.s.i. and_g.p.m. available at the discharge outlet of the meter or other point of connection. The contractor shall verify the same at the award of the contract. The I I 3/4 contractor shall notify the Landscape Architect immediately if the data is significantly different and II I I would adversely affect the operation of the system. Such notice shall be in writing and shall occur within 5 days of contract award for projects anticipated to take two weeks or longer or 72 hours II I I prior to commencement I II SCHEMATIC The system features are shown schematically for graphic clarity: install all piping and valves in / common trenches (the minimum cover noted in the legend is required for the upper most line) 4 = where feasible and inside planting areas. Valves and main lines shall be located in planter areas. 7 r= �_ / CODES >... �_ Q I1R---tT-�T—yT- TI- The irrigation system and all other mechanical, electrical, and structural systems shall be installed ���LL—�---- u-= I � � in accordance with all federal, state, and local codes and manufacture specifications � V � �.�� recommendations and requirements. Notify the Landscape Architect immediately in writing prior to LLJ _ � _ �4" / signing a contract with the owner of any conflicts. Conflicts noted after signing or after the M E— s� U U U U ;t o F.. commencement of work shall be the sole responsibility of the contractor. CV GG HEAD ALLOWANCE Q W ` The contractor is required to provide the owner with a complete project. He/she shall install any CL additional heads, nozzle changes, valves, irrigation lines, wire, etc. as necessary to accommodate OG E any necessary field changes. The contractor shall make all needed changes as directed by the W Q �4 / Landscape Architect and provide the owner with a complete project at no additional cost to the CL owner. I,,.0 CHECK VALVES — — — — � Install check valves at the base of any heads that display low end drainage. These shall be -- included in the contractors price and shall be added as directed by the Landscape Architect and provide the owner with a complete project with no additional cost to the owner. UJ GUARANTEE a KEY MAID r the irrigation system and all its components for the period of one The contractor shall guarantee a ga o sys p year after final acceptance by the Landscape Architect. The contractor shall be responsible for all materials and labor associated with the guarantee, including but not limited to the loss of plant ° material or damage to structures due to the failure of the irrigation system. Z Q C SLEEVING O o � The contractor shall be responsible for providing adequately sized sleeving for all irrigation. CL lighting, and other landscape components. The drawings are intended to be a guide only. Sleeves shall be clearly marked during construction and shall occur under all paved areas and shall extend EXISTIN 1 "_,METER, ; ---- 1 minimum beyond all paving. O to RP BACKFL011V �\�� `J ' r--- j ELECTRICAL SERVICE All exposed 110V wires shall be placed in rigid metal conduit and hard wired directly to 110V 'n shall also be laced in rigid metal V service. All exposed low voltage wire for irrigation and lighting s a a p g conduit. ce ° MAINLINE SIZING 0 0 0 5 /0 20 30 z Mainline shall be sized as follows, based on maximum GPM demand: 3 0-10 GPM: 1" Schedule 40 PVC Pipe o EXISTING 24 TION 10-18 GPM: 1-1/4" Schedule 40 PVC Pipe RAIN BIRD PEDES _ 18-26 GPM: 1-1/2" Schedule 40 PVC Pipe NORTH REVISIONS: o MOUNT CONTROL 0 26-40 GPM: 2" Class 315 PVC Pipe /0 SC4LE -_1_,� WE 40-60 GPM: 2 1/2" Class 315 PVC Pipe 0 0 60-95 GPM: 3" Class 315 PVC Pipe o These plans have been reviewed by the Coachella Valley Water District in Underground Service Alert accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, o PAD20 �o � g Section 85597 at seq.requiring efficient landscape and irrigation design in /� � /� eEF ORE ;.o / W cooperation with the tocat governing agency(City or County), Q Q o SECTION 4216 4217 OF THE GOVERNMENT *Approval of this drawing by CVWD staff does not constitute approval to AD 2 c CODE REQUIRES A DIG ALERT A PERMIT ON Q 0 NUMBER � ISSUED BEFORE A PERMIT TO encroach into district and USBR Rights-of--Way. Trees,plants,walls,and —� EXCAVATE WILL BE VALID permanent structures of any kind may not be planted or installed in CVWD FOR YOUR DIG ALERT I.D. NUMBER CALL RO and USBR easements or right-of-way without first obtaining an UNDERGROUND SERVICE ALERT encroachment permit from CVWD. DATE 03/01/07 n TOLL FREE 1-800-642-2444 i ° ( JOB NO. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ° TWO WORKING DAYS BEFORE YOU DIG O6.8780 L "rp DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER to — CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR L=1 O • ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.COPYRIGHT:NADEL RETAIL ARCHITECTS,LLP.ALL RIGHTS RESERVED. B.D. SUBMITTAL:00-00-00 B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL:00-00-00 PLANT SCHEDULE TREES CODE BOTANICAL COMMON CONT .TY WATER USE ACA ANE Acacia aneura Mulga 24"box 5 LOW 0.2 Single Trunk Low Branching j •"" --•••�_ CER VER Cercidium parkinsonia Cercidium x 'AZT' 'AZT' Thornless Palo Verde 24"box 5 LOW 0.2 Single Trunk Low Branching LEU TEX 5 WAS ROB Washingtonia robusta Mexican Fan Palm 18' Brown Trunk 3 HIGH 0.8 SEN ART 7 CAE PUL 5 5 pd Brown Trunk Skinned, Note Palm Trees LEU 3 5 od 51�1 SEN ,, That Have Fronds Cut Off for"Ease of NODE1 5 pd 5 Go �� Transportation"will not be accepted. - +__ + + '• SHRUBS CODE BOTANICAL COMMON - CONT QTY WATER USE R E T R I I + + + + + .\ C * { CAE PUL Caesalpinia puicherrima Red Bird Of Paradise 5 gal 18 MOD 0.5 Nadel Retail ACA ANE 3 W'' 24boX ' Architects, LLP DAS TIX DAL GRE Dalea greggii Trailing Indigo Bush 5 gal 14 LOW 0.2 1990 South Bundy Drive 5 pd '•• Fourth Floor + LAN NGO y Los Angeles, CA 90025 DAS TEX I 1 pd DAS TEX Dasylirion texanum Texas Sotol 5 gal 35 LOW 0.2 NIUi 5 Crests Landscape Boulder LAN NGO + „lu T. 310.826.2100 DAS TEX 6 1 go /,mho F. 310.826.0182 5 gd Southwest Boulder +36"-48" F. HES PAR He p ralo p rvlflora Red Yucca gal 16 LOW 0.2 s e e a 5 a • www.na a di arc.com -ry i , r € - LAN NGO Lantana species 'New Gold' 'New Gold' Lantana 1 gal 10 MOD 0.5 : LEU TEX Leucophyllum frutescens Texas Ranger 5 gal 19 LOW . � - 35 . MOD a / a� f , D TEX 5 � �a � n CAE PUL / SEN ART Senna artemisioides Feathery Cassia 5 gal 30 LOW 0.2 0 N LL DAL GRE 1 1 WAS ROB 5 ad o � SEN ART 4 �.'. 5 pal 18 BroMm Trunk 5 gol au. CAE PUL 1 � ':` � ., :. DAS TEX 5 / SW BOUL Southwest Boulder&Stone-Crests Landscape Boulder 36"-48" Bolder Size 15 9d I v DAL GRE 5 pd Southwest Boulder&Stone-Chamois Beige 3/4" Crushed Rock-2" Layer n v GENERAL PLANTING NOTES N N N 1. Installer shall be responsible for making himself familiar with all underground utilities, pipes and structures. Installer shall take soles g m Z H18 PAR 3 .. --- responsibility for any cost incurred due to damage of said utilities. ;" m 5 pd HES PAR a o, 5 9dQ DAL GRE 2. Installer shall not willfully proceed with construction as designed when it is obvious that unknown obstructions and/or grade differences �< ~5 5 exist that may not have been known during design. N0 9 8 3. Installer shall have soils tested by a qualified agronomy laboratory. Materials and mixing of soil amendments,fertilizers,and back fill for J z o DAS TEX 4 " (, P A D 3 o. , planting pits shall be in accordance with recommendations of the soils agronomy report. z 2E Z 5 gal fU a, . a \ o 4. All plant material shall be approved prior to installation. 5. Final location of all plant material shall be subject to the approval of the Landscape Architect. . - 31 SEN ART �� m 6. See details for staking method and plant pit dimensions. ,..ao �o.o 5 pd o - ._- �y fa goo � � \ 1 7. If conflicts arise between size of areas and plans, Installer to contact Construction Manager for resolution. Failure to make such conflicts known to the Construction Manager will result in Installer's liability to relocate the materials. SEN ART 14 ----- \ �\ , \ 1 \` 1�, \ \ 8.All ground covers to be held back 4"from edge of new shrubs typical and 2"from back of curbs or edge of walks. 5 pd 9. Ground covers shall be triangularly spaced. 10.Trees shall be located minimum 5'from walls, overhead,walks, headers and other trees within the project, unless otherwise shown. J � � / 11. Separate all ground cover and shrub areas from lawn areas with headers as per the installation details. 12.All slopes greater than 3:1 in shrub areas shall be covered jute mesh to prevent soil erosion during plant establishment 13. Remove stakes and trellis from vines and espaliers and secure to walls,fences and posts as per detail 14. In all cases"Root Bound"trees will not be accepted. CAE PUL 3 6 DAL GRE 5 Qdl 15 pa % 15.All Washingtonia Palms shall be skinned to the green fronds above and shall be as per the brown trunk height(BT)as indicated on the planting plan and legend. 16.All Phoenix Palms shall be"Pineapple Cut"skinned and shall be as per the brown trunk height BT as indicated on the planting Ian + Y CAE PUL 1 ,:v - PP P 9 ( ) P 9 P -> / / and legend and matched to be of equal height in each area of use. 5 odl o i b / 1Tr L 17. Brown Trunk Height"BT"shall mean as measured from the ground line to the base of the heart leaf. + 1L= 0 -�1T' _71-1]_� ,I 18. No trees are to be planted within or above site storm drain pipes, swales or retention basins. � V � � / PERCOLATION TEST �LEU X 5 ' = � F— s pal _ w U U ; , saps installer II dig(as areas)four(4)plant pits o 24"box size,or larger,at four(4)locations minimum within the job site. e reports Landscape A initiating. Test Architect and owner 48 hours after e an er shall test ar x �.v _ Pits shall be actual)location oen of trees as shown)on plan. Failure to carry out this test shall make the landscape installer liable for an PP carry and all trees that die due to poor water percolation beyond the agreed guarantee period Q ACA ANE 2 c dscape BouleOPTION 24'box WAS ROB 2 Southw uldep \ Should he water drain out of the test pits at a normal rate indicating good percolation then tree detail"A"and shrub planting detail"A"shall li Brown Trunk AR 8 LAN 36-46 DAS TEX / be utilized. + I 1 5 Ad V) O- + / OPTION 2 W In the event any amount of water is left standing in the test pit(per the above procedure)24 hours after initiating the percolation test then - - - the vertical mulching details for tree detail"B"and shrub detail"B"shall apply to all trees and shrubs regardless of size. These details shall + supersede all other planting details. However,the tree staking requirements of tree planting detail"A"shall remain intact in eithe / w / Underground Service Alert / egF ORE y� 3 SECTION 421a/4217 OF THE ODVERNMENT a oP o c CODE RMARES A DIG ALERT IDENTIFICATION _ NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VAUD FOR YOUR DIG ALERT I.D. NUMBER CALL uNOERG CAE PUL 3 SEN ART 3 LEU TEX 3 CAE PUL 2 SEN ART 2 E Au3IT TOLL FREE 1-M800-642-2444 5 Qdl 5 Cidi 5 Ud 5 pd 5 Od / TWO WORKING DAYS BEFORE YOU DIG CER VER 2 / Z 24 box \ Q J NOTE: NO TREE PLANTING WITHIN C.V.W.D. p DECOMPOSED GRANITE NOTES: EASEMENTS OR RIGHT- OF - WAYS DECOMPOSED GRANITE (D.G.)- INSTALL A 2„ (MIN.) V LAYER OF 'SANGRIA FINES' DECOMPOSED GRANITE Z W/STABILIZER CONTINUOUS IN ALL PLANTERS UNDER ALL TREES AND SHRUBS AS INDICATED UNLESS SPECIFIED OTHERWISE. AVAILABLE THROUGH SOUTHWEST BOULDER& STONE (760)751-3333. BEFORE Z PLACING GRANITE, COMPACT SUB-GRADE TO 85%. Q AFTER PLACING GRANITE: RAKE SMOOTH, WET TO ENTIRE DEPTH, J ALLOW TO DRY, THEN LIGHTLY SCARIFY SURFACE WITH J A LEAF RAKE. 0 5 /0 20 30 KEEP TOP OF GRANITE 1" BELOW ADJACENT WALKS AND CURBS. DO NOT ALLOW GRANITE TO TOUCH THE TRUNK OF ANY o PLANT. INSTALL AFTER INSTALLATION OF PLANT MATERIAL MAKING NOTE OF PLANT HEIGHT SO THEY ARE NOT BURIED BY D.G.. NORTH REVISIONS: /Q SCALE: /"_l0 ' 0 A These plans have been reviewed by the Coachella Valley Water District in A accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, A� A Sa dion 85597 at W.miring affident ianrl�pe and irri$W=design in L/� A cooperation with the local governing agency(City or County). Q Q *Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants,walls,and Q Q permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an RD encroachment permit from CVWD. DATE 03/01/07 JOB NO. 06.8780 DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR Ln2*0 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.COPYRIGHT:NADEL RETAIL ARCHITECTS,LLP.ALL RIGHTS RESERVED. B.D. SUBMITTAL:00-00-00 B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL:00-00-00 i 2"IN SHRUB/GROUNDCOVER AREAS\ INDEPENDENT STATION COMPUTER FLUSH IN TURF/DG AREAS SEE LEGEND FOR CONTROLLER SPEC. 6"ROUND PLASTIC VALVE BOX EMITTER AS PER LEGEND OUTDOOR WALL MOUNT W/COVER MARKED'FLUSH VALVE' DIFFUSER BUG CAP REFER TO PLANS AND SPECIFICATIONS FOR APPROVED MANUFACTURERS- FINAL GRADE BROWN VALVE BOX FOR DG AREAS RAIN BIRD "' _ :�;, '' '' '' �' " 2" DECOMPOSED GRANITE 3/4"BALL VALVE XBV-075 AT FINAL COMPACTION / BEGINING TEFLON TAPE ALL FITTINGS POLYFLEX RISER PLACE CROWN OF ROOTBALL / � � L OF FRONDS I�I \`1\\ RAIN BIRD PFR/FRA24 FLUSH W/FINISH GRADE NY 6"MIN. I.D. PLASTIC PIPE EXTENSION ''f- FINISHED LENGTH AS REQUIRED 1/3- 1/2 ABOVE GRADE 12" PVC "T„ FINISH GRADE _..�---- _1z CONCRETE PAD: 6-INCH MINIMUM THICKNESS N 0 0 E I FINISH GRADE A PVC PIPE NO TUBING - BURY MIN. 12" 12" R E T R I L SCHEDULE 315 PVC / 1/2 TO 2/3 '�— DRIP PVC LINE A OF BOULDER Nadel Retail •" 4 3-INCH PVC SCH 40 CONDUIT, ';;'` •'—_ Architects, LLP ° FITTINGS AND SWEEP ELL I I I 111 1990 South Bundy WIRES TO REMOTE CONTROL OFloor VALVES Los Angeles, CA 90025 NINE NOTE: COMMON BRICKS ( I I— ___— _I I I- - — T. 310.826.2100 •• ,=1 - I I-I 1=1•I I-I 11=1 I_III • III II RIP IRRIGATION MREQUIRED) — — — — — F. 310.826.0182 IN.2 — — — WITH GLUED FITINGS (M UNDISTURBED OR I I=1 I I=I 11= _) I I—) I—I I—) 11= 1-INCH PVC SCH 40 CONDUIT, NOTE: MINIMUM 1 CUBIC COMPACTED SUBGRADE — — — —I I—I I—I I—�I www.nadelarc.com ITTINGS AND SWEEP ELL TO ALL VALVE BOXES TO BE INSTALLED IN FOOT GRAVEL POWER SUPPLY GROUND COVER AREAS; REFER TO PLAN FOR LOCATIONS ALL LIDS TO BE TAN IN DG AREAS 8 EMITTER DETAIL 1 BOULDER PLACEMENTC16) PALM PLANTING DETAIL 1 PEDESTAL MOUNT CONTROLLER NOT TO SCALE 5 DRIP FLUSH VALVE (AUTOMATIC) NOT TO SCALE NOT TO SCALE NOT TO SCALE ?\�3y 3 bye NOTE: ALL LIDS TO BE TAN IN DG AREAS 2" IN SHRUB/GROUNDCOVERAREAS\ ALL VALVES TO BE INSTALLED 4-INCH GRATE U 4� IN GROUND COVER AREAS \ N 8 FLUSH IN TURF AREAS WHERE POSSIBLE BUBBLER 10"X 10-1/4"ROUND PLASTIC VALVE BOX FINISH GRADE 2"IN GROUND COVER AREAS FLUSH IN TURF AREAS FINISH GRADE W/COVER MARKED IRRIGATION BALL VALVE'TAN IN COLOR. REFER TO PLANS SCHEDULE 40 PVC AND SPECIFICATIONS FOR APPROVED NON-PRESSURE LATERAL LINE MANUFACTURERS PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) / / LINE-SIZE BALL VALVE -Y- W REFER TO PLAN AND SPECIFICATIONS 9-1/2"X 16"X 11"PLASTIC VALVE BOX MARKED'RCV'AND FOR TYPE AND APPROVED STATION NUMBER ON COVER; REFER TO PLANS&SPECS w g v \ \ \\ \\' F N MANUFACTURERS FOR MANUFACTURERS ROOT WATERING SYSTEM:" • / RAIN BIRD 12 RWS-BCG-SOCK i /� ° // 'CINCH TIE'#32 INSTALLATION E CONNECTOR KIT OR APPROVED EQUAL; � - SNAP TITE WIR CO / �.• / INCLUDES BUBBLER o 6 MIN. I.D. PLASTIC PIPE EXTENSION \ \ � ( ) LENGTH AS REQUIRED PROVIDE MIN.24"CURL TYPE EXPANSION LOOP /�\ \//\y (SINGLE TRUNK) Nc, cm PEA GRAVEL-FILL TO BOTTOM =e)g. . / .¢C a iv `\ `\ ^\ ` 1/2-INCH PVC SCH 80 NIPPLE jja gmg BACK FLUSH FILTER CONTROL v- `-'"' o RAN ZONBIRD MODEL XCZ SEREIS 1/2-INCH 90-DEGREE ELBOW " (INCLUDES 100-DV VALVE, :' 4•'� � � � BACK FLUSH FILTER, SWING PIPE, 12-INCH SWING ASSEMBLY (DOUBLE"CINCH TIE"#32 u A 8�• M 8 SCHEDULE 40 PVC CHECK VALVE AND .° ° TREE STAKING _ z m PRESSURE MAINLINE SCH 80 NIPPLES) TRUNK INSTALLATION) z ��m In 5" MIN. DUCK BILL BOOT, PRESSURE REGULATOR, — — F- DIRECTION OF = SCHEDULE 80 PVC COUPLING C9 PVC SCH 40 TEE OR ELL PREVAILING WIND 10 = (2 REQUIRED) 6"SCHEDULE 80 PVC NIPPLE t� SCHEDULE 40 PVC LATERAL PIPE QQ_j (2 REQUIRED) PRESSURE MAIN LINE W COMMON BRICKS 0 a Q p O STAKES > (MIN.2 REQUIRED) oo �v � COMMON BRICK 4-INCH BASKET WEAVE CANISTER O 1 OF 4 CUT TO 12"MAX. FROM GRADE SEE TREE PLANTING DETAIL NOTE: MINIMUM 1 CUBIC Y4"WASHED GRAVEL FOR STAKES ALL VALVE BOXES TO BE INSTALLED IN FOOT GRAVEL 3-INCH MINUMUM DEPTH GROUND COVER AREAS; REFER TO PLAN DIRECT BURIAL CONTROL FINISH GRADE FOR LOCATIONS AND GROUND WIRES 2 BALL VALVE NOT TO SCALE 6 DRIP CONTROL VALVE XCZ SERIES 9 DEEP WATERING BUBBLER NOT TO SCALE 13 TREE STAKING TIE DETAIL NOT TO SCALE --FINISH GRADE/TOP D.G. LEGEND SECTION VIEW 0 1 PRIP CONTROL ZONE KIT MAINLINE, MAINLINE LATERAL WIRING IN a QUICK-COUPLING VALVE REFER TO LEGEND) LATERAL,AND PIPE PIPE CONDUIT Cc- PLANT CROWN OF ROOTBALL 000 2. BACKBONE LATERAL - PVC SCHEDULE 40 WIRING IN THE TEMPORARY WATER BASIN �' o FLUSH WITH FINISH GRADE VALVE BOX WITH COVER: SAME TRENCH 3• MANUAL FLUSH VALVE. w 2��D.G. / \ 6-INCH SIZE 4. DRIP LATERAL — CLASS 315 PVC o /� Ao cam.+ BRASS NIPPLE j a (LENGTH AS REQUIRED) \/j\ \/� \/\ I \ "'•o• 3-INCH MINIMUM DEPTH OF i • 3/4-INCH WASHED GRAVEL BRASS STREET ELL 01 • ��(I�I�I� `'.;:. "� ICI III—II BRICK(1 OF 2) 01- PLAN VIEW PREPARED NATIVE SITE 3 WIRE W/O CONDUIT SOIL FOR DESERT PLANTS -) —III—III—III I I i BRASS NIPPLE 4 x SPECIFIED PLANTING MIX (LENGTH AS REQUIRED) x yy x FOR ALL OTHERS WATER � � � x x x &NO TAMPING �_) �_) N Q W RASS STREET ELL 1 UNDISTURBED EARTH Q W x6D (DC x PVC MAINLINE PIPE 4 4Le Q x TIE A 24 INCH LOOP IN O DIA. OF ROOTBALL OR CONTAINER SPEARS TRANSITION FITTING RUN WIRING BENEATH ALL SOLVENT WELD ALL WIRING AT CHANGES (.0 -� WITH SS COLLAR AND BESIDE MAINLINE. PLASTIC PIPING TO OF DIRECTION OF 30° (n RASS ELL TAPE AND BUNDLE AT BE SNAKED IN OR GREATER. UNTIE 10 FOOT INTERVALS. TRENCH AS SHOWN AFTER ALL CONNECTIONS Q #4 REBAR STAKE HAVE BEEN MADE. W/STAINLESS STEEL GEAR CLAMPS OR EQUIVALANT SUPPORT SYSTEM NOTES: NOTE: 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC TWICE THE DIAMETER OF 1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL ENLARGED DETAIL THE PIPE OR WIRE BUNDLE WITHIN, WATERING BERMS: NOTE: TO NOMINAL QUICK COUPLING VALVE INLET SIZE. 2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. BACK FILL MIX FOR DESERT 1. 5 GALLON OR LARGER 4"HIGH TREES AND SHRUBS TO BE a X 2. LESS THAN 5 GALLON 2" HIGH NATIVE SITE SOIL ONLY. 3 QUICK-COUPLING VALVE NOT TO SCALE 4 D1O PIPE & WIRE TRENCHING NOT TO SCALE 14 SHRUB PLANTING DETAIL "A" NOT TO SCALE V) X 2 J w NOTE: 2" IN GROUND COVER AREAS \ ALL VALVES TO BE INSTALLED SCHEDULE 40 PVC TO QUICK 4"MIN. CLEARANCE *PLANT TOP OF ROOT CROWN OF IN GROUND COVER AREAS COUPLER(SEE PLAN) T �. ' •4 o � .� � • ' SEE STAKING TIE DETAIL TREE FLUSH WITH FINISH GRADE. WHERE POSSIBLE 4 X \ \ \ /� *STAKE ABOVE FIRST BRANCHES OR W 9-1/2"X 16"X 11"PLASTIC ////// / �/ PAVING AS NECESSARY FOR FIRM SUPPORT. VALVE BOX MARKED'RCV', " SPREAD ALL BOXES TO BE TAN I G AREAS TAN COLORED AND STATION MIN. 1 4�� //\�//\� \1 NUMBER ON COVER; REFER 2<�-- 20-- BENEATH PAVING \\j\\ 0 Q / DITCH 2"DIA LODGEPOLE PINE TO PLANS&SPECS FOR � � \//\ �/� STAKES x 12 LONG; PLACE Z \MANUFACTURERS 5 STAKE ON WINDWARD SIDE' 0 //�/ /\/j'SNAP-TITE'WIRE CONNECTOR DO NOT ALLOW STAKE TO/� KIT OR APPROVED EQUAL; 2 SLEEVES PENETRATE ROOTBALL PROVIDE MIN. 24"CURL 20_ 3 TYPE EXPANSION LOOP 7 SCHEDULE 40 PVC DRIP AREA PVC CAP(TYPICAL) 18"MIN. I-- 16 TOP OF ROOT CROWN (LENGTH AS REQUIRED io '�" * NLEgS OTHERWISE 10 AT FINISHED GRADE LECTRIC CONTROL VALVE: NOTED TREE ROOTBALL REFER TO IRRIGATION 24" N.TO F FINISH GRADE TEMPORARY ►- LEGEND LEGEND WATERING BASIN SCARIFY SIDES z SCHEDULE 40 PVC MALE 1. SCH 40 PVC LATERAL LINE FROM ELECTRIC CONTROL VALVE PAVING OF PLANTING PIT ADAPTER(2 REQUIRED) 2. CLASS 315 PVC (SEE LEGEND FOR SIZES) / / / FINISH GRADE 3. COMPRESSION TEE FITTING — SIZE AS REQUIRED. /\�/\ 4. DRIP EMITTER ASSEMBLY (SEE DETAILS) j ,�,, J REVISIONS: SCHEDULE40PVC 5. MANUAL FLUSH VALVE SEE DETAILS ��/��\�\\� �\/�\/�\/�\/�\/\ 18 '"'IN• 1 �—� — - + NON PRESSURE LATERAL ( ) /�/i ��/�//�//�/� / 24"MAX. —) " I LINE 6. DISTANCE TO SHRUB/GC CENTER I — r x 0 A MIN. 1 CU. FT. GRAVEL 7. SHRUB AS PER PLANTING PLAN PREPARED NATIVE SITE SOIL I I I - - FOR DESERT PLANTS -1 I I�� These plans have been reviewed by the Coachella Valley Water District in �, -- SPECIFIED PLANTING MIX Article 10.8, A �NI�Ililll� � PVC CAP TYPICAL accordance with Water Code Title 7, Division 1,Chapter 3, (TYPICAL) FOR ALL OTHERS WATER& 3 X BALL DIA. DIRECT BURIAL CONTROL W�€���� POSSIBLE PI'�ftC€ €I�fi'TT€R tr1PJ-li'LL TAME'TO RENIDYE,�IR PDC)4ETS, Section 65597 et seq.requiring efficient landscape and irrigation design in NOTE' PUDDLE AND SETTLE AFTER Q Q AND GROUND WIRES NOTES: cooperation with the local governing agency(City or County). FROM PLANT MATERIAL 1. ALL PVC IRRIGATION SLEEVES TO BE SCH.40 PIPE. SETTING TREE *Approval of this drawing by CVWD staff does not constitute approval to PLACE EMITTERS AS SPECIFIED BY 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. encroach into district and USBR Rights-of-Way. Trees,plants,walls,and Q SCHEDULE 40 PVC IRRIGATION LEGEND 3. WHERE THERE IS MORE THAN ONE SLEEVE, UNDISTURBED EARTH ® permanent structures of any kind may not be planted or installed in CVWD PRESSURE MAIN LINE EXTEND THE SMALLER SLEEVE TO 24-INCHES MINIMUM ABOVE FINISH GRADE. e -� and USBR easements or right-of-way without first obtaining an SCHEDULE 40 PVC TEE 4. MECHANICALLY TAMP TO 95%PROCTOR. � encroachment permit from CVWD. DATE 03/01/07 4 ELECTRIC REMOTE CONTROL VALVE 7 TYPICAL DRIP LAYOUT SYSTEM NOT TO SCALE 11 SLEEVING NOT TO SCALE 15 TREE PLANTING DETAIL NOT TO SCALE S ob-s7so DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER CVWD PLAN# Lw3.0 DEVELOPMENT SERVICES SUPERVISOR ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.COPYRIGHT:NADEL RETAIL ARCHITECTS,LLP.ALL RIGHTS RESERVED, B.D. SUBMITTAL:00-00-00 B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL:00-00-00 1 I_ LANDSCAPE IRRIGATION PART 1 - GENERAL 1.01 WORK INCLUDED A. Requirements of the Landscape General Conditions, and Division One Sections apply to all Work in this Section as fully as 1.06 SUBMITTALS 1.07 GUARANTEE AND REPLACEMENT if repeated herein. A. Material List A. The Contractor shall guarantee the entire system against all defects in materials, equipment and workmanship for one (1) B. The Work of this Section includes all labor, materials, supplies, equipment, tools, services, and transportation in order to year from the date of final acceptance by the Owner's Representative, without cost to the Owner. perform all operations in connection with and reasonably incidental to the complete installation of the irrigation system as 1. A complete material list shall be submitted prior to performing any work. The material list shall include the manufacturer, shown on the drawings and in these Specifications. The work shall include, but not necessarily be limited to, the following: model number, description and quantities of all materials and equipment to be used. B. The guarantee shall be in writing, and a copy shall be in accordance with the following form. A copy shall be included in the Operations and Maintenance Manual. NRDEI 1. Procurement of all applicable licenses and permits, including payment of associated fees. B. Record and As-Built Drawings RETRII 2. Ascertainment of utility locations prior to construction. 1. The Contractor shall provide and keep up to date on a daily basis a complete as-built record, re-lined on blueprint, THIS SPACE INTENTIONALLY LEFT BLANK showing all deviations from plans to actual installation. The drawings shall also show approved substitutions of size, Nadel Retail 3. Trenching and excavation, stockpiling or removal of excavated materials, and backfllling with compaction. material and manufacturer's name, model number and catalog number. These drawings shall be available for inspection Architects, LLP at all times. C. Guarantee Form 1990 South Bundy Drive 4. Furnishing and installation of all materials required for a fully automatic irrigation system as shown on the drawings and Fourth Floor described in these Specifications. 2. The Contractor shall dimension the location of the following items from two (2) permanent points of reference, such as GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM Los Angeles, CA 90025 building corners, sidewalks, road intersection, etc: T. 310.826.2100 5. Supply and installation of Irrigation sleeves. We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials, F. 310.826.0182 a. Point of connection to existing water lines. equipment and workmanship, and that the work has been completed in accordance with the drawings and specifications; www.nadelarc.crm 6. Testing of the system. b. Connection to e;,I Aing electrical power. ordinary wear and tear and unusual abuse or neglect excepted. We agree to repair or replace any defects in material, c. Gate valves. equipment or workmanship which may develop during the period of one year from date of final acceptance, and also to repair _ 7. Replacement of unsatisfactory materials or equipment. d. Routing of sprinkler pressure lines (dimension or replace any damage resulting from repairing or replacing of such defects at no additional cost to the owner. We shall G _ maximum 100 feet along routing). make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In b, 8. Cleanup. e. Remote control valves. the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the �o ydo f. Routing of control wiring. Owner, we authorize the owner to proceed to have said repairs or replacements made at our expense, and we will pay theca m 4 9. Submission of Record Drawings. g. Ends of all pipeline stubs. costs and charges, therefore, on demand. `' o h. Remote control valve wire splices. 10. Maintenance of Irrigation system. Owner: 3. Before the date of the final inspection, the Contractor shall deliver as-built Record Drawings as required by Section 01720 11. Guarantee of Irrigation system. to the Owner's Representative. Delivery of the as-built drawings will not relieve the Contractor of the responsibility of Project: furnishing required information that may be omitted from the drawings. -„ C. Any discrepancies found between the Specifications and the Drawings, or between Drawings, shall be brought to the i u a immediate attention of the Owner's Representative before installation, purchasing, and/or delivery. The Owner's C. Controller Charts W NU g Representative shall be the sole judge as to the resolution of the contradiction or discrepancy. Signed. m 1. As-built drawings shall be approved by the Owner's Representative before controller charts are prepared. z 1.03 RELATED WORK SPECIFIED ELSEWHERE o= Address: N� m 2. Provide one controller chart for each controller supplied. Q g a�z A. Earthwork Phone: W �m B. Protection of Existing Work 3. The chart shall show the area controlled by each remote control valve. A different color shall be used to indicate the area �� 5 C. Protection of Existing Trees and Shrubs of coverage for each station. Valve station numbers shall correspond to the Record Drawings. A reproduction of the Date of Acceptance: �° g Record Drawings shall be used for this purpose. D. The Contractor shall be responsible for coordinating the work with all other trades. Date of Expiration: 4. Following approval of charts by the Owner's Representative, they shall be hermetically sealed between two (2) layers of �`m 1.03 VERIFICATION OF EXISTING CONDITIONS ten (10) mil thick plastic sheeting. D. Manufactuere's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only A. Verify drawing dimensions with actual field conditions. Inspect related work and adjacent surfaces. Report all conditions 5. Controller charts must be completed and approved prior to final review of irrigation system. supplement the guarantee. which prevent proper execution of this work to the Owner's Representative prior to beginning work. D. Operation and Maintenance Manual E. All guarantee periods shall commence from the time of final acceptance by the Owner's Representative. B. Note the location of all existing underground and above-ground features (utility lines, conduits, cables, plant material, etc.), 1. Provide two 2 individual) bound manuals detailing operation and maintenance requirements for irrigation systems. F. Determination of defective materials or workmanship shall be made by the Owner's Representative. Defective materials or subject to damage in the course of this work. Problems arising from such features during or before work begins shall be Manuals shall be delivered to the Owner's Representative no later than ten (10) days prior to completion of work. workmanship shall be replaced promptly by the Contractor, with materials as originally specified, at no expense to the called to the attention of the Owner's Representative before commencement of further work. The Contractor shall be Owner. responsible for the replacement or repair of features damaged through failure to comply with the above procedure at no 2. Provide the following in each manual: expense to the Owner. 2.01 GENERAL 1.04 RULES AND REGULATIONS a. Index sheet, stating irrigation contractor's name, address, telephone number, and name of person to contact. b. Guarantee statement.. A. All materials shall be new, without flaws or defects and as specified on Irrigation Plans. All materials shall have a C. Equipment list providing the following for each item: manufacturer's name, make and model number; name and address of minimum guarantee of one (1) year against material defects or defective workmanship. . A. The Contractor is obligated to follow all regulations, ordinances, and codes governing the type of work on the job site. Any local manufacturer's representative; spare parts list product brochures, service and maintenance manuals on all items in permits that are needed for installation or construction of any work included under this contract, which are required by the B. All equipment required but not specified shall be provided by Contractor. authorities of jurisdiction, shall be obtained and paid for by the contractor following whatever ordinances regulation, and the installation, and detailed operating and maintenance instructions for major equipment. codes requiring permits. It the authorities of the jurisdiction require inspection at said points of the installation, the d. Manufacturer's warranties and guarantees for all equipment installed. C. No substitutions will be accepted without written approval from the Owner's Representative or written approval by City of Palm Desert. Contractor shall arrange for and be present at any such inspections. E. Tools and Equipment 2.02 PVC IRRIGATION PIPE AND FITTINGS B. Any additional work or furnishing of materials required due to inspection by the authorities of jurisdiction shall be furnished 1. Furnish the following tools and equipment as a part of this contract: at no cost to the Owner. A. Pipe shall be solvent-welded Schedule 40 PVC for all below grade mainline and laterals, and solvent-welded Schedule 40 a. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on "Brownline" UVR (ultraviolet resistant) PVC for all above grade mainline and laterals. C. When the construction documents call for materials or construction of a better quality or larger size than required by the this project. d above-mentioned rules and regulations, the provision of the construction documents shall take precedence over the B. Fittings shall be solvent-welded Schedule 40 PVC for all below grade mainline and laterals, and solvent-welded Schedule V requirements of said rules and regulations. b. Two (2) keys for each automatic controller. 40 "Brownline" UVR PVC for all above grade mainline and laterals. L L J c. Six (6) quick coupler keys and matching hose swivels for each type of quick coupling valve installed. rn d Five 5 compression repair couplings for each size of PVC pipe. N ~ oG D. Provide, erect, maintain and later remove temporary safeguards such as barricades, bridges, guard rails, signs, lights and ( ) P PP P C. All PVC pipe must bear the following markings: manufacturer's name, nominal pipe size, Schedule or Class, pressure w e. Twenty (20) control wire connector kits. rating in P.S.I. NSF National Sanitation Foundation approval, date of extrusion. N flares for the protection of personnel, the public, equipment and materials as required by site conditions and state and local 9 ( ) PP codes and ordinances. f. Five (5) repair couplings for-main line pipe of each size. g. Five (5) elbows, tees, and couplings for each size of PVC pipe. Q D. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. Schedule, and � F-- 1.05 QUALITY ASSURANCE NSF seal of approval. Cie 2. The above mentioned equipment shall be turned over to the Owner's Representative at the conclusion of the project. Before W shall supervise the work final inspection can occur, evidence must be shown that the Owner's Representative has received this material. E. Solvent cement and primer for PVC pipe and fittings shall be of type and installation methods prescribed by the pipe to CL A. The Contractor, whether personally or through an authorized and competent representative, p W constantly. The workmanship of the entire job must, in every way, be first class. F. Provide the Owner's Representative with instructions for major equipment, and show evidence in writing at the conclusion manufacturer. Q B. The selection of materials and execution of operations required under these drawings and specifications are subject to of the project that this service has been rendered. F. Below grade sprinkler and swing joint risers and nipples shall be Schedule 80 PVC with molded threads, length as approval of the Landscape Architect or Owner's Representative. The Landscape Architect or Owner's Representative will required. Cutoff type risers are not permitted. Poly-ethylene 'funny pipe' minimum 1/2" I.D., may be used in place of PVC have the right to reject material and work which does not conform to the contract documents at any stage of the operation. G. Checklist: to make the transition from lateral lines to sprinkler heads. 'Funny pipe' must have one (1) Marlex Street ell and one (1) All rejected material shall be promptly removed and corrected by the Contractor as directed at no expense to the Owner. spiral barb fitting at each end. 1. Provide a signed and dated checklist and deliver to the Owner's Representative prior to final review of the work. a C. The sprinkler system has been designed according to the operation characteristics of the specified equipment. Therefore, G. Risers for above grade installation shall be Schedule 80 "Brownline" UVR PVC. no substitution will be allowed from the equipment specified. If any specified material is not available, the Contractor shall 2. Use the following format: notify the Landscape Architect or the Owner's Representative and request an approved substitute before proceeding. a. Plumbing permits: if not required, so note. I. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body. D. The Contractor shall furnish the articles, equipment, materials or processes specified by name in the drawings and b. Material approvals: approved by and date. ma c. Pressure line tests: by whom and date. � specifications. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which y Z be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and d. Record drawings: received by and date. 2.03 POLYETHYLENE IRRIGATION PIPE AND FITTINGS O plan accordingly, furnishing such fittings, etc., as may be required to meet such conditions. e. Controller charts: received by and date.f. Operation and maintenance manuals: received by and date. g. Manufacturer's warranties: received by and date. A. Pipe shall be flexible polyethylene. PE2306 SDR15, rated at 100 psi working pressure for below grade laterals as noted � E. Equipment or materials installed or furnished without prior approval of The Owners Representative may be rejected, and Q the Contractor required to remove such material from the site at his own expense. h. Written guarantee: received by and date. per plan. i. Tools and equipment: received by and date. U B. Fittings shall be Type 1, PVC barb insert fittings designed for use with flexible pipe, stainless steel wormgear clamps I.L. F. The Contractor shall exercise care in handling, unloading, and storing of PVC pipe and fittings. All PVC pipe shall be transported in a vehicle which allows the length of Pie to lie flat, so as not to subject it to undue bending or concentrated (including stainless steel screw) shall be used to join pipe and fittings. trans -" p 9 P load at any point. Any section of pipe that has been dented or damaged will be discarded, and, if installed, shall be C. Fittings shall be insert type in accordance with ASTM D2609 standard, with stainless steel wormgear clamps (including CL W replaced with new, undamaged piping. stainless steel screw) to join pipe and fittings. J � G. Special care shall be exercised with the storage of PVC pipe and fittings so that they are not subject to prolonged Z exposure to sunlight. 0 REVISIONS: A These plans have been reviewed by the Coachella Valley Water District in A accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, 0 Section 65597 et seq. requiring efficient landscape and irrigation design in A Q cooperation with the local governing agency(City or County). "Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants,walls,and 0 permanent structures of any kind may not be planted or installed in CVWD ®O� o and USER easements or right-of-way without first obtaining an encroachment permit from CVWD. DATE 03/01/07 JOB NO. 06.8780 DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER CVWD PLAN# Lw4*0 DEVELOPMENT SERVICES SUPERVISOR B.D.SUBMITTAL:00-00-00 B.D.SUBMITTAL:00-00-00 B.D. SUBMITTAL:00-00-00 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.COPYRIGHT:NADEL RETAIL ARCHITECTS,LLP.ALL RIGHTS RESERVED. i 2.04 BRASS PIPE AND FITTINGS C. Any changes to the approved plan must have prior approval by CVWD. Locate all main lines by dimension from two 3.08 ELECTRICAL WIRING AND SERVICE permanent, above grade points of reference. A. Brass pipe shall be 85% red brass screwed pipe conforming to Federal Specifications #WW-P-351. A. Electrical connections for automatic controller(s) shall be made using methods as required by local code. Connections D. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of equipment used shall be made to electrical points of connections as shown on the drawings or as directed by the Owner's Representative. B. Fittings shall be red brass conforming to Federal Specifications #WW P-460. in this contract furnish directions covering points not shown on the drawings or described in the Specifications. Verify exact location in field. The Contractor is responsible for any changes caused by actual site conditions. 2.05 SLEEVES 3.02 PREPARATION B. Unless otherwise indicated on the drawings, 120-volt electrical power supply at the automatic controller location shall be provided by the Owner. It shall be the responsibility of the Irrigation Contractor to make the final connection from the A. Piping less than two (2) inch diameter shall be installed in three (3) inch diameter sleeves; piping two (2) or two and one- A. Coordinate installation of sprinkler irrigation materials, including pipe, so there shall be no interference with utilities or other electrical outlet to the automatic controller. half (2-1/2) inches in diameter shall be installed in four (4) inch diameter sleeve; piping three (3) inch or four (4) inch construction, or difficulty in planting trees, shrubs, vines and ground cover. diameter shall be installed in six (6) inch diameter sleeves. C. Low voltage control wire shall run in the same trench with pressure supply lines whenever possible and shall be taped to B. Sleeves four (4) inches and smaller shall be Schedule 40 PVC pipe. B. Cause minimum interference with workers, materials or equipment of other trades on the project. the pipe at ten (10) foot intervals. Control wires shall be laid loosely in trench without stress or stretching of control wire conductors. C. Sprinkler irrigation systems shall be connected to water supply point(s) of connection using methods as required by local NRDEI C. Sleeves larger than four (4) inches shall be Schedule 80 PVC pipe. code. Connections shall be made at approximate locations as shown on the drawings, or as directed by the Owner's D. An expansion coil shall be provided within three (3) feet of each wire connection, and at each change of direction. Representative. Verify exact location in field. The Contractor is responsible for any changes caused by actual site Expansion coil shall be of sufficient length at each splice connection and at each remote control vale RETRII P 9 P e, so that In case of D. Extend all sleeves a minimum of twelve (12) inches beyond edges of paving, walls, or other structures. conditions. repair, the valve bonnet may be brought to the surface without disconnection of the control wires. Nadel Retail 2.06 BACKFLOW PREVENTION DEVICES Architects, LLP E. Field splices between the automatic controller and electrical control valves shall be avoided. Splices shall only be made at 1990 South Bundy Drive and shall be placed in the valve box 03 PIPING BELOW GRADE valve locations, . A. Backflow prevention devices shall be of the size and type specified on plans and details and shall be installed as required 3. Fourth Floor by CVWD. lines F. All s shall be made with Scotch-Loc #3576 connector sealing packs, Rainbird Sna Los Angeles, CA 90025 A. Provide for a minimum cover of twenty-four (24) inches for all pressure mainline piping where machine trenching is splices g p p-Tite wire connector, or approved o 1 T. 310.826.20 possible; minimum eighteen (18) inches cover in areas where hand trenching is required. equal. Use one splice per connector sealing pack. F. 310.826. 1 B. All piping from point of connection through backflow prevention unit shall be of materials and installation methods as required by CVWD. G. Automatic controller shall be installed in accordance with the manufacturer's instructl�ns. Remote control valves shall be www riadelarc.com _ B. Provide for a minimum cover of twelve (12) inches for all non-pressure lines. _ connected to the controller in numerical sequence as shown on the drawings. 2.07 AUTOMATIC CONTROLLERS C. Where lines occur under paved areas, consider the dimensions given in Section 3.03 Paragraphs A and B to be below the A. Automatic controllers shall be of size and type shown on the plans. subgrade. 3.09 REMOTE CONTROL VALVES � 3 # d, D. All lines shall have a minimum horizontal clearance of six (6) inches from each other and from lines of other trades. Do A. Install remote control valves as located on the drawings, and as shown on the details. When valves are grouped together, B. Provide U.L. approved on/off switch inside controller cabinet. not install parallel lines directly over one another. allow at least twelve (12) inches between valve. Install each remote control valve in a separate valve box. z N a C. Unless noted otherwise on plans, 120 Volt power supply at the automatic controller location shall be provided by Owner. E. Vertical clearance between irrigation lines, and lines of other trades shall be as required b local code. B. Wherever possible, remote control valves are to be located in ground cover areas. q y The Contractor shall make the final hook-up from the power supply to the controller. F. The Contractor shall be responsible for installing concrete thrust blocks where necessary on the mainline and lateral lines 3.11 BACKFLOW ASSEMBLIES y 2.08 CONTROL WIRING as required to protect the line from water surging. A. Backflow prevention shall be installled by CVWD. 3.04 TRENCHING A. Valve wiring from the automatic controllers to the electric control valves shall be a minimum of 14 gauge copper single W W g conductor wire with 4/64 inch vinyl insulation as approved for direct underground burial in 30 Volt AC or less service. 3.12 QUICK COUPLERS Install in accordance with valve manufacturer's specifications and wire chart. A. Excavate trenches to required depths. Follow approved layout for each system. o= . A. Quick couplers shall be installed twelve (12) inches to eighteen (18) inches from the nearest adjacent paved area. .ecaaRE B. Trench bottom shall be flat to insure piping is supported continuous) on an even rade. a gm= B. Valve control wires shall be a different color wire for each automatic controller. Common wire shall be white with a P P g PP y g N�a different color stripe for each automatic controller. B. Quick couplers shall be installed as shown on details. W W � 3.05 PIPING ABOVE GRADE �t �s 2.09 ELECTRIC CONTROL VALVES C. Quick couplers shall be installed in ground cover areas wherever possible. s A. Mainline piping above grade shall be installed with Brownline Stabilizer#SRS-1220 with 1/2 x 18 long steel stakes a C� A. All electric control valves shall have a manual flow ad' located ten feet on center maximum, and at all changes of direction. 3.13 FIELD QUALITY CONTROL M_ adjustment. 9 10) Z �_Qh U =3n B. Electrical control valves shall be of the size and type shown on the plans. B. Lateral line piping above grade shall be stabilized with #3 Rebar (minimum 18" long) curved at top to fit over pipe. A. The Owner's Representative shall make inspections to assure field quality control. It is the Contractor's responsibility to 2.10 VALVE BOXES Stabilizer bars shall be installed ten (10) feet on center maximum and at all changes of direction. notify the Owner's Representative for the following reviews, with 48 hours minimum notice: A. Use 10" x 10-1/4" round valve box with extension, and bolt down cover for all ball valves: Carson Industries 910-12B or 3.06 PIPE ASSEMBLY 1. Pressure supply line installation and testing. Ametek 10" x 13-1/4" round, tan in color, with twist lock cover or other approved equal. Extension sleeve shall be PVC six (6) inch A. The plastic pipe section shall be placed accurately to line and grade in the prepared trench. The inside of all pipe shall be 2. Coverage tests (prior to landscape planting). minimum size. clean and free of foreign matter, including burrs from cutting the pipe. 3. Final review. B. Use 9-1/2" x 16" x 11" rectangular box for all electrical control valves: Carson Industries 1419-12B with tan bolt down B. Pipe assembly shall have a firm, uniform bearing for the entire length of the pipeline to prevent uneven settlement. All cover or Ametek 9-1/8" x 18-1/2" x 12" rectangular box with snap locking covers, or other approved equal. adjustments to grade shall be made by scraping away or filling in with clean earth backfill material, well compacted under B. Provide "walkie-talkie" equipment and/or personnel to maintain communication from review area to automatic controllers. the body of the pipe. Wedging or blocking of pipe will not be permitted. Pipe shall be snaked in trenches. The alignment C. All electric control valve boxes shall have controller and valve station numbers embossed or painted on top of the cover. of pipe shall be correct before joint connections are made. C. Provide up to date as-built drawings at each review. 2.11 QUICK COUPLING VALVES C. The surfaces of the pipes and fittings to be joined shall be free from any dirt, moisture or dust, and only the solvent 3.14 PRESSURE TESTING recommended by the pipe manufacturers shall be used. When cutting of pipe is necessary, the contractor shall remove A. Quick coupling valves shall have a brass, one or two piece body designed for working pressure of 150 psi, operable with any rough edges from the cut end of the pipe before coupling the sections together. A. Perform all hydrostatic tests in the presence of the Owner's Representative. The contractor shall notify the Owner's quick coupler. Key size and type shall be as shown on plans.q P y yP P Representative 48 hours before testing takes place. D. No PVC pipe shall be threaded, and all transitions from PVC to metal piping shall be by PVC male thread adapter fittings. B. Quick coupling valves shall be installed as shown on plans and details. Assemble using teflon tape applied to male threads only. B. Before testing, mains shall be filled with water for at least 24 hours, and provision shall be made for thoroughly bleeding the PART 3 - EXECUTION lines of air. Pressure gauge shall be installed at the lowest elevation of the pipe. Couplings shall be exposed with pipe 3.01 GENERAL sections center loaded. E. Adequate provisions shall be made to allow for expansion and contraction. Q C. Do not install remote control valves, quick couplers or any other valve assembly until testing is completed and approved. A. Drawings are diagrammatic, 3.07 BACKFILLING U g e mm ag a atic, and work shall be laid out in accordance with site conditions. The work shall be installed in W such a manner as to avoid conflicts between irrigation systems, site utilities, planting and architectural features. A. Trenches shall not be backfilled until all required tests have been performed. N �"— � LU B. When it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that may not B. Backfilling shall be done in six (6) inch lifts until finish grade is reached. The first layer shall be free from sharp rocks or 0 V W have been considered in the engineering, such obstructions or differences should be brought to the attention of the clods of dirt over on-half(1/2) inch in size. Q Owner's Representative. In the event that this notification is not performed the Contractor shall assume full responsibility CL �-- for any necessary repairs and/or revisions. - pG C. If settlement occurs and adjustments to pipes, valves, or sprinkler heads are necessary to bring the system to proper 161J Q working order, the contractor shall make all the necessary adjustments without extra cost to the Owner. I) ICL W D. Trenches located under areas where paving, asphaltic concrete or concrete will installed shall be backfilled with sand -- a Q layer six (6) inches below the pipe and three (3) inches above the pipe -- and compacted in layers to 95% compaction, using manual or mechanical tamping devices. E. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left W in a firm, unyielding condition. All trenches shall be left flush with the adjoining grade. a F. The Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work. V) Z 0 Q U U W CL J V I H H Z 3 0 REVISIONS: These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 et seq.requiring efficient landscape and irrigation design in Q Q cooperation with the local governing agency(City or County). Q *Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants,walls,and 0 Q ®O Q permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. DATE 03/01/07 JOB NO. 06.8780 DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR L=4*1 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.COPYRIGHT:NADEL RETAIL ARCHITECTS,LLP.ALL RIGHTS RESERVED, B.D. SUBMITTAL:OO-OO-OO B.D. SUBMITTAL:00-00-00 B.D. SUBMITTAL:OO-OO-OO LANDSCAPE PLANTING GENERAL CONDITIONS PART 1 DESCRIPTION OF WORK D. Provide and install all equipment necessary to test systems, including force pump, connector(s) and accurate pressure gauge. 1.01 WORK INCLUDED 3.03 CLEAN-UP E. Test all pressure lines under hydrostatic pressure of 125 pounds per square inch, and prove watertight. All piping under paved A. Requirements of the General Conditions, Supplementary Conditions, and Division One Sections apply to all Work in this A. The Landscape Contractor shall keep the premises free from accumulation of waste materials and debris on a daily basis areas shall be tested under hydrostatic pressure of 125 pounds per square inch, and proved watertight, prior to paving. Section as fully as if repeated herein. during all phases of landscape installation. F. Start pump, charge system to 125 pounds per square inch, and record the reading on the pressure gauge. Maintain a hydrostatic pressure of 125 pounds per square inch without pumping for a period not less than one (1) hour with an allowable B. The requirements of this Section apply to all portions of the Landscape work. The Work of all Sections includes all labor, B. After all planting and irrigation operations have been completed, the Landscape Contractor shall remove all trash, excessNRDEI pressure drop of five (5) pounds per square inch. At the end of that time, record the reading on the pressure gauge. Submit materials and equipment required to complete the work indicated on the drawings and in these Specifications. The work soil, empty plant containers, tools and equipment used in this work, and/or any other debris resulting from his work on the records of test readings to the Owner's Representative. shall be performed in accordance with the best standards of practice relating to the various trades and under the site. RETRIL G. Testis acceptable if no leakage or loss of pressure greater that five (5} pounds per square inch is evident during the test continuous supervision of a competent foreman, capable of interpreting the drawings and these specifications. period. C. Any scars, ruts, or mars in the area caused by the landscape work shall be repaired at no expense to the Owner. Nadel Retail Architects, LLP H. Detectable leaks shall be stopped, and defects corrected. The Contractor shall make the necessary corrections to stop the 1.02 VERIFICATION OF EXISTING CONDITIONS 3.04 FIELD QUALITY CONTROL 1990 South Bundy Drive leakage, and the system shall be retested until test pressure can be maintained for the duration of the test. - Fourth Floor Los Angeles, CA 90025 ACCEPTANCE A. Verify drawing dimensions with actual field conditions. Inspect related work and adjacent surfaces. Report all conditions A. The Owner's Representative shall make inspections to assure field quality control. The Contractor shall request inspection T. 310.826.2100 A 3.17 FINAL INSPECTION PRIOR TO C which prevent proper execution of this work to the Owner's Representative. at least 24 hours in advance of the time inspection is required. F. 310.826.0182 A. Before final inspection can occur, the Contractor shall show evidence that the Owner's Representative has received all ww.nadelarc.com accessories, charts, record drawings, and equipment as required. B. Note the location of all existing underground and above-ground features (utility lines, conduits, cables, plant material, etc.) 3.05 MAINTENANCE DURING LANDSCAPE INSTALLATION subject to damage in the course of this work. Problems arising from such features during or before work begins shall be B. The Contractor shall operate each system in its entirety at time of final inspection. Any items deemed not acceptable by the \ called to the attention of the Owner's Representative before commencement of further work. The Contractor shall be A. Continuously maintain all areas included in the Contract during the progress of the work. \ Owner's Representative shall be reworked to the complete satisfaction of the Owner's Representative. responsible for the replacement or repair of features damaged through failure to comply with the above procedure at no C. Requests for re-inspection shall be submitted to the Owner's Representative at least 48 hours before the anticipated date of expense to the Owner. B. Maintenance shall begin immediately after each plant is planted, and shall continue throughout the landscaping process. 4 q P I s , inspection. After all work indicated on the drawings or herein specified has been completed, request Pre-Maintenance Inspection by o 1.03 QUALITY ASSURANCE the Owner's Representative. o��s/990 y a 3.18 CITY OF PALM DESERT INSPECTION SCHEDULE A. Sleeving/Grading A. All work and materials shall be in accordance with local and/or applicable codes. 3.06 MAINTENANCE PERIOD AND INSPECTIONS 1. Sleeve Diameter, type, depth and location B. The Contractor shall obtain and pay for all permits and inspections as required by governing agencies. A. At the completion of all landscape planting operations, and prior to the beginning of the Maintenance Period, the Pre- l �_�as 2. Soil surface drainage, elevations, and trash (including weeds & rubble) Maintenance Inspection shall be held. Q� g ( 9 C. It is the intent of these Specifications that all materials herein specified and shown on the drawings shall be of the highest meet the requirements specified. B. The Landscape Contractor shall notify the Owner's Representative in writing, 48 hours in advance for Pre-Maintenance B. Hardscape/Boulders-Cobble quality available and shallq Inspection and approval. �`$ma 1. Sidewalk and wall layout WW gym, D. Substitutions will not be permitted unless proof is submitted that any material specified is not available. All requests fors 2. Utilities location substitutions are subject to the approval of the Owner's Representative. C. After all areas are approved and accepted by the Owner's Representative, the Maintenance Period shall begin. The �� s Contract shall maintain the irrigation system and landscaping for a period of not less than, but not limited to, ninety (90) =o 3. Boulder type, size, weight and placement 1.04 SUBMITTAL calendar days. The Owner's Representative shall be notified in writing when Maintenance Period is to begin, and again z �_2 N =<m C. Irrigation System Rough-In when Maintenance Period is to terminate. 1. Trench depth and location A. All submittal are subject to the approval of the Owner's Representative and shall be in conformance with Section 01300 or D. At the completion of the Maintenance Period, the Final Inspection shall be held. these specifications. 2. Pipe Size and class 3.07 MAINTENANCE 1.05 GUARANTEE AND REPLACEMENT 3. Pressure test (125 psi for 6 hours) A. Continuously maintain all areas included under this Contract during the progress of the work, during the 90-day D. Plant Material (trees & shrubs) A. All material installed under this Contract shall be guaranteed against any and all poor, inadequate or inferior materials Maintenance Period, and until Final Acceptance of the work by the Owner's Representative. and/or workmanship for a period of one (1) year. 1. Condition 2. Type B. All guarantee periods shall commence from the time of final acceptance by the Owner's Representative at the successful B. Maintenance shall include continuous operations of watering, manual and chemical weeding, insect and pest control, replacemE and any other operations necessary to insure the healthy rooting and growth of all plant materials. Adjusting, cleaning, and completion of the ninety (90) day Maintenance Period. 3. Placement repair of irrigation systems shall also be included in Maintenance. E. Ground Cover (Decomposed Granite) C. Determination of defective materials or workmanship shall be made by the Owner's Representative. Defective materials or C. All planted areas shall be kept free of debris and shall be weeded at no more than ten (10) day intervals. Not with a hula hoe. workmanship shall be replaced promptly by the Contractor, with materials as originally specified, at no expense to the 1. Type Owner. D. Inspect tree stakes and guys, and vine and espalier supports. Adjust stakes and guys to prevent girdling of trunks or 2. Depth and Spacing branches, and to prevent rubbing that causes bark wounds. Remove stakes and guys as soon as they are no longer 3. Compaction PART 2 PRODUCTS needed. F. Final E Weed and Pest Control 1. Irrigation 2.01 SOURCES OF MATERIALS OR SERVICES 3: V LLJ i) Valves, boxes, and wiring f u lied materials or services are named in the drawin s or in these 1. Keep watering basins and areas between plants free of weeds. Remove all weeds from planting beds and dispose of off-site. M A Wherever possible, several sources o s pp 9 ('**4 ii) Controller operation and schedule Specifications. Where only one manufacturer or supplier is indicated, the Owner's Representative will consider alternate 2. Inspect plants for insects and diseases. Maintain control with approved materials recommended by a licensed State of Q cli W sources for approved equals. California Pest Control Adviser. Applicator should also be state licensed. (] ii) Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant Q 2. Tree Staking B. Submit proposals for Alternates to the Owner's Representative in writing originally specified manufacturer, material, 3. Any changes to the Approved Landscape Plan must be re-submitted to the City of Palm Desert for review rp for to any OIG 3. Overall supplier or service, and proposed equal. All decisions regarding approved equals shall be made by the Owner's change. tW a. * END OF SECTION * Representative. Q C. All materials shall be of standard, approved and first grade quality and shall be in prime condition when installed and accepted. Any commercially processed or packaged material shall be delivered to the site in the original unopened container bearing the manufacturer's guaranteed analysis. W 0 a PART 3 EXECUTION 3.01 WEED CONTROL tJ') Z A. After soil placement, apply pre-planting herbicide as recommended by a licensed pest control advisor to all visible weeds. O Hand water in as appropriate. B. Operate irrigation system to sprout residual weed seeds and continue to control weeds with herbicide prior to planting. Q V_ C. Immediately after planting, apply pre-emergent herbicide as recommended by a licensed pest control advisor to all planted L1.. w areas which will not be seeded. Hand water in as appropriate. V W D. Protect all existing plants from damage. V) J N L7 Z q� 0 REVISIONS: A These plans have been reviewed by the Coachella Valley Water District in A accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, A Section 65597 et seq. requiring efficient landscape and irrigation design in /\ Q f / e�eredw with the Ideal goverrtrV agency(City or Crx nly). /�� �V "Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants,walls,and A - /A permanent structures of any kind may not be planted or installed in CVWD !� ® ON4 and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. DATE 03/01/07 JOB NO. 06.8780 DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR Lm4*2 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.COPYRIGHT:NADEL RETAIL ARCHITECTS,LLP.ALL RIGHTS RESERVED. B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL: 00-00-00 B.D. SUBMITTAL:00-00-00 3.04 SOIL AMENDMENTS AND FINE GRADING A. Cultivate all areas to be planted to a depth of at least six (6) inches, so that the soil shall be loose and friable. The top two (2) inches of all areas to be planted shall be free of stones, stumps, roots, or other deleterious matter one (1) inch in 4. Interpretations, fertilization and soil amendment recommendations, and comments regarding these tests are required. diameter or larger; and shall be free from all wire, concrete or other debris that would be a hindrance to planting or maintenance. 3.08 FINAL INSPECTION 5. Soils test sites shall occur not more than 250 feet on center in the planting areas, unless otherwise noted on plans. B. After approximate finished grades have been established, cultivate the recommended materials thoroughly into the top A. The Landscape Contractor shall submit written notice to the Owner's Representative requesting final inspection at least 6. Samples of all import soil from each source shall also be submitted to the soils testing laboratory for analysis, six (6) inches of soil. seven (7) days before the anticipated date. Appointments will be set by the Owner's Representative. Either the interpretation and recommendations prior to placement, blending or back-filling. Contractor or his authorized representative shall be on the site at the time established for all inspections. C. All soil areas shall be compacted and settled by application of manual watering to a minimum depth of twelve (12) inches NODE [ F. Soil Preparation Conformance Test prior to planting. B. Upon completion of the ninety (90) day Maintenance Period. all plants shall be live, healthy, and free from infections and R E T 0 11 infestations. All ground cover areas shall be clean, and free of weeds and debris. All sprinkler heads shall be properly 1. In order to determine if the specified quantities of soil amendments have been used, a sample of each soil amendment D. after the foregoing deep watering, minor modifications to grade may be required to establish the final grade. These areas adjusted for the specific planting area. Any plant materials which are damaged, or die, or fail to maintain a healthy, shall be delivered by the Contractor to a plant/soils laboratory acceptable to the Owner's Representative within fifteen (15) shall not be worked until the moisture content has been reduced to a point where working it will not destroy the soil Nadel Retail vigorous and thriving condition shall be replaced immediately by the Contractor, with material as originally specified, and at days after recording of the Contract. From the sample, the testing laboratory will prepare a control mix in accordance with structure. Architects, LLP no cost to the Owner. the specifications resulting from the required soil tests. 1990 South Bundy Drive E. All planting areas shall be fine graded to a smooth, even, and uniform plane with no abrupt change of surface. All weeds Fourth Floor C. If the project is found to be in an unacceptable condition at the time of final acceptance inspection, the Landscape 2. After the soil amendments have been thoroughly mixed into the planting areas, soil samples will be taken can compared shall be removed and disposed of by the Landscape Contractor. Los Angeles, CA 90025 T. 310.826.2100 Contractor shall continue maintenance until project is accepted by the Owner's Representative. with the laboratory control mix. Deviation from the control mix shall not exceed twenty percent (20%). F. 310.826.0182 3.05 FIELD QUALITY CONTROL www.nadelarc.com D. Written notice requesting re-inspections shall be submitted by the Contractor at least seven (7) calendar days before the 1.05 GUARANTEES anticipated date of inspection. A. The Owner's Representative shall make inspections to assure field quality control. The Contractor shall request inspection A. All soil material installed under this Contract shall be guaranteed against any and all poor, inadequate or inferior materials at least twenty four (24) hours in advance of the time inspection is required. Inspections are required as follows: * END OF SECTION * and/or workmanship. Poor quality or fault materials or workmanship, as determined b the Soil Testis Laboratory, shall q Y Y p� Y Testing rY� aw be replaced by the Contractor, with materials as originally specified, at his expense. 1. When finish grading is completed IT 4 J PART 1 GENERAL 2. After placement of soil for mounding 3. When soil amendments have been applied, but before rototilling 1.01 WORK INCLUDED PART 3 EXECUTION 3.01 PREPARATION 4. When rototilling has been completed A. Requirements of the General Conditions (Section 02810), Supplementary Conditions, and Division One Sections apply to N�w wW g U all Work in this Section as fully p as if repeated herein. Q A. At no time shall the soil be worked when the moisture content is so great that excessive compaction will occur; nor when it 5. When fine grading has been completed is so dry that clods will not break readily and excessive dust will form. Water shall be applied whenever necessary during N= �NN B. The work of this Section includes all labor, materials and equipment required to complete the work indicated on the tiding, Erne grading and planting to Ensure proper moisture content. aU L% drawings. The work shall be performed in accordance with the best standards of practice relating to the various trades PART 1 GENERAL gm< T NmO ,..W �Noi", and under the continuous supervision of a competent foreman, capable of interpreting the drawings and these specifications. The work of this Section includes, but is not limited to, the following: 3.02 FINISH GRADING 1.01 WORK INCLUDED ~a 1. Soil testing. A. Finish grading shall consist of finishing surfaces by raking smoothly and evenly, and removing and off-site disposal of all A. Requirements of the General Conditions (Section 02810), Supplementary Conditions, and Division One Sections apply to extraneous matter to facilitate natural run-off of water, all Work in this Section as fully as if repeated herein. o m 2. Soil preparation and fine grading of all planting areas, including the addition of soil amendments and fertilizers, and placement and finish grading of import soil for mounding. B. Before and during finish grading, all weeds and grasses shall be dug out by the root and disposed of off-site. B. The work of this Section includes all labor, materials and equipment required to complete the work indicated on the drawings. The work shall be performed in accordance with the best standards of practice relating to the various trades 3. Furnishing and installation of all planting backfill materials and import soil for mounding. C. When preliminary grading and weeding have been completed, and the soil has dried sufficiently to be readily worked, all and under the continuous supervision of a competent foreman, capable of interpreting the drawings and these planting areas shall be graded to the elevations indicated on the drawings. Grades not otherwise indicated shall be specifications. The work of this Section includes, but is not limited to, the following. 4. Guarantee and replacement. uniform levels or slopes between points where elevations are given. Finish grade shall be a smooth, even, uniform plane with no abrupt change of surface. 1. Furnishing and installation of all plant material, including trees, shrubs and ground covers. 1.02 RELATED WORK SPECIFIED ELSEWHERE D. Soil areas adjacent to buildings or paving shall slope away from the structure to allow a natural run-off of water, and 2. Preparation of all planting holes. A. Section 02200 - Earthwork surface drainage shall be directed as indicated on the drawings by remodeling surfaces to facilitate the natural run-off water. Low spots and pockets shall be graded to drain properly. 3. Furnishing and installation of all required planting backfill materials and soil amendments. Furnishing and installation of B. Section 02820 - Landscape Soil Removal, Import and Grading tree stakes and ties, and miscellaneous materials. E. The finish grade of all shrub and ground cover areas shall be two (2) inches below the grade of adjacent pavement, walks, 1.03 QUALITY ASSURANCE curbs, or headers. 4. Providing maintenance for ninety (90) continuous calendar days after acceptance of construction. A. All materials shall be of standard, approved and first grade quality and shall be in prime condition when installed and F. Contractor is to finish grade with proper slope to drains. All flow lines, designated or not, shall be graded and maintained 5. Guarantee and replacement. accepted. Any commercially processed or packaged material shall be delivered to the site in the original unopened to allow free flow of surface water, and shall conform to the intent of all plans and sections after thorough settlement and container bearing the manufacturer's guaranteed analysis. compaction of the soil. 1.02 RELATED WORK SPECIFIED ELSEWHERE 1.04 SUBMITTAL 3.03 PLACEMENT OF SOIL FOR MOUNDING A. Landscape Irrigation d B. Landscape Planting and Irrigation General Conditions U A. Contractor shall supply the Owner's Representative with a sample of all supplied materials accompanied by analytical data A. Prior to placement of soil, Contractor shall scarify all exposed soil surfaces to a depth of six (6) inches. C. Landscape Soil Preparation and Finish Grading N till from an approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis. Q �w B. Approved soil shall be spread and brought up to finish grade in layers not exceeding six (6) inches. 1.03 QUALITY ASSURANCE B. Material samples shall include fertilizers and soil conditioners, and other soil amendment materials indicated in soils test Q � � o recommendations, or noted on plans and in these Specifications. C. Upon placement, soil density shall be eighty (80) percent maximum relative compaction. A. Plant material shall be protected during shipment to prevent damage to rootball, stems or branches, and to prevent 0.. desiccation of leaves. me W C. Delivery to the site may begin upon approval of samples by the Owner's Representative. D. All mounds shall be well compacted, smooth landforms, free from irregularities, with uniform transitions between contours V) C and between adjacent areas. B. Material which is not planted immediately upon delivery shall be.stored in protected locations and shall be maintained by LLJ D. The Contractor shall furnish a certificate of delivery with each delivery of materials in containers or bulk. Certificate shall the Landscape Contractor. Make prior arrangements with the Owner's Representative for approved storage locations. state source, quantity or weight, type and analysis, and date of delivery. All certificates shall be submitted to the Owner's Representative. C. At all times, plants shall be handled and stored so that they are adequately protected from drying out, from wind burn, or from any other injury. 3 E. Soil Tests 0- D. Plants shall be subject to inspection and approval for quality, condition, size, and variety. Inspection may be done at the 1. The Contractor shall be responsible for obtaining soils testing and soil amendment recommendations. Soils testing shall place of growth or upon delivery to the project site. Approval shall not impair the right of inspection and rejection at a later be completed and test results and amendment recommendations submitted to the Owner's Representative a minimum of time or during the progress of the job for size and condition of the rootball, latent defects, or injuries. Rejected plants shall fifteen (15) days before commencement of any planting. be immediately removed from the site at the Contractor's expense. V) E. All plants not conforming to the requirements specified herein, whether in place or not, shall be rejected and shall be Z 2. The testing laboratory shall be Soil and Plant Laboratory, Post Office Box 11744, 412 South Lyon Street, Santa Ana, O California 92711-1744, Telephone: (714) 558-8333, or approved equal as approved by the Owner's Representative. removed from the site and replaced with new plants as originally specified at the Contractor's expense. (Refer to Section 02810) F. Under no conditions will there be any substitution of species or sizes as listed on the Plans, except with the written Q 3. The testing laboratory for soils analysis shall use the following criteria for soil testing: USDA Agricultural Suitability Test consent of the Owner's Representative. U per Handbook 60, to include Boron presence and content; and University of California Soil Fertility Test. U W CL J H H Z 0 REVISIONS: 0- These plans have been reviewed by the Coachella Valley Water District in 0 accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, 0 Section 66597 at seq. requiring efficient landscape and irrigadran designs in A /� cooperation with the local governing agency(City or County). Q Q *Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants,walls,and Q /\ permanent structures of any kind may not be planted or installed in CVWD ®OctO and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. DATE 03/01/07 JOB NO. 06-8780 DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR L=43 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.COPYRIGHT:NADEL RETAIL ARCHITECTS,LLP.ALL RIGHTS RESERVED. B.D.SUBMITTAL:00-00-00 B.D.SUBMITTAL:00-00-00 B.D. SUBMITTAL:00-00-00 1.04 SUBMITTAL A. The Contractor shall notify the Owner's Representative 48 hours in advance of delivery of all plant materials and shall submit an itemized list of the plants in each delivery. B. All plant material shall meet the specifications of federal, state, and county laws requiring inspection for plant diseases and PART 3 EXECUTION 3.07 WEED CONTROL insect infestations. Any inspection certificate required by law shall accompany each shipment invoice or order for stock. When such plants arrive at the project site, the certificate of inspection shall be filed with the Owner's Representative. 3.01 LAYOUT A. Apply post-emergent herbicide to all visible weeds after soil placement. C. All plant materials shall have been grown in nurseries inspected by the State or County Agricultural Inspector, and have A. The work shall be laid out in accordance with the Landscape Planting Plans, utilizing the plans as a schematic guide. B. Immediately after planting, apply post-emergent weed control to all planted areas. complied with all regulations thereof. This requirement does not prohibit the use of plant materials grown outside the state, Outlines delineating ground cover areas shall be marked on the ground by the Landscape Contractor before any plant pits NODE1 provided such materials and shipments meet all the requirements of law and the State of California Department of are dug. Spot container plants per plan and secure approval before digging plant pits. All such locations shall be C. Protect all existing and newly installed plants from damage. R ET I I Agriculture. p approved by the Owner's Representative before planting may begin. Request approval by the Owner's Representative 48 hours in advance of inspection. 3.08 DECOMPOSED GRANITE Nadel Retail D. Each shipment of plant materials delivered to the site shall be clearly labeled as to species, variety and nursery source. Architects, LLP B. Conflicts of location due to underground utilities, rocks, or other below-ground obstructions shall be resolved by the A. See planting plan for decomposed granite specifications. 1990 South Bundy Drive Owner's Representative. Fourth Floor 1.05 GUARANTEE AND REPLACEMENT 3.09 TREE STAKING Los Angeles, CA 90025 T. 310.826.2100 A. All plant material installed under this Contract shall be guaranteed against any and all poor, inadequate or inferior 3.02 PLANT PIT EXCAVATION F. 310.826.0182 materials and/or workmanship for a period of one (1) year. Any plant found to be riQad or in poor condition due to faulty A. Stake all single trunk trees, only as needed, as per detail and multi-trunk trees as needed.A. After making necessary adjustments in location, excavate pits for one, five or fifteen gallon shrubs and trees with circular www.nadelarc.com = materials or workmanship, as determined by the Owner's Representative, shall be replaced immediately by the Contractor, outline and vertical sides. Plant pits for twenty four (24) inch box trees shall be of square outline. B. Landscape Contractor shall install staking at one (1) tree and shall secure approval from the Owners Representative with material as originally specified, at no cost to the owner. before making further installations. 01 B. The size of plant pits for container plants and boxed trees up to 24 inches shall be twice the width of and equal depth to size C. Stakes may be driven mechanical! and shall be set in a true vertical position. Stakes shall not penetrate the rootball. All of rootball to be set on undisturbed native. Y Y� U m q PART 2 PRODUCTS staked trees shall have fastening devices installed per Staking Detail I N o 2.01 PLANT MATERIALS CANTING TREES AND SHRUBS D. Single staked trees shall be staked to the windward side. Position stakes for double staked trees so that prevailing winds 3.03 P move tree between stakes. Stakes are to be placed as close to the rootball as possible without penetrating the rootball. A. Plants marked "1-gallon," "5-gallon," or "15-gallon" are to be delivered in containers no less than one, five or fifteen gallon size. All plants must be properly rooted for the size of the container without being root-bound. All root-bound plants will A. No plant material shall be planted until the installation of the necessary sprinkler systems have been completed, and the (Refer to Details) P P P Y 9 P P P rY P Y P zoo _ m be rejected. Plants that were recently moved up into a larger container will not be acceptable. soil has been prepared as specified in Section 02821. E. If trees are double staked, stakes are to be set in a line parallel to any adjacent walk, street or pedestrian path. (Refer to �W ¢h� N B. All round covers specified in flats shall be well-rooted !ants, not cuttings. Flats shall contain the number of plants B. Set plants in center of it, in a vertical position, with the to of crown of the rootball level or slightly higher, than the surroundingDetails) o= g p p g p P P� P P 9 Y 9 designated for the variety in accordance with standards of Per- 's Ground Cover-Catalog. final grave after allowing for watering and settling. (Refer to Detail) ,CC L� Va qm 3.10 FIELD QUALITY CONTROL > Nma C. All trees, unless otherwise designated, shall be straight and symmetrical with well spaced side branches, and shall have a C. Cans and boxes shall be removed carefully to avoid breaking or damaging the rootball. Remove containers after � s crown and trunk (s) typical of the species and variety. Trees specified as 'multis' shall have a minimum of three (3) placement, including the bottoms of boxed trees. A. The Owner's Representative shall make inspections to assure field quality control. The Contractor shall request �� trunks of nearly equal caliper growing. _ inspections at least 24 hours in advance of the time inspection is required. Inspections are required as follows: , D. After the plant has been set to the required grade, prepared soil as specified in Section 02821 shall be used for backfill, o D. Pruned wounds must be completely calloused over or trees will not be acceptable. The balance of the pit shall be filled and thoroughly settled by tamping and watering. " `J 1. When plant material has been delivered to the site. 2.02 STAKES AND TIES E. After backfllling an settling, an earthen basin shall be constructed around each plant. (Refer to Detail) A berm shall be 2. When plant material has been spotted for planting, but before planting pits are dug. prepared which is no larger than the size of the original rootball, in order that applied water in the basin will enter through A. Tree stakes shall be pressure-treated lodgepole pine, two (2) inches in diameter, twelve (12) feet long. the rootball. 3. After planting pits have been excavated, but before backfllling. B. No single staked trees. F. When plants have established good root growth, the berms shall be graded away from plants, so that minimum two (2) 4. When typical staking has been installed at one tree, but before making further staking installations. percent drainage is maintained in planting areas. All berms shall be removed before planting of lawns or ground covers. CITY OF PALM DESERT MAINTENANCE SCHEDULE G. Excess soil generated from the plant pit excavations and not used as backfill or in establishing the final grades shall be WINTER (December - February) removed from the site by the Landscape Contractor at no expense to the Owners Representative. 3.11 ESTABLISHMENT AND MAINTENANCE PERIOD + For weeds that have emerged in planter beds, apply a broad leaf herbicide (contact or 3.04 PLANTING GROUND COVERS A. Maintenance shall begin immediately after each plant is planted, and shall continue throughout the landscaping process. systemic) All areas shall be maintained continuously until the project has been completed and approved by the Owner's + Fertilize lawns with a balanced, slow release product appropriate for the season of A. Plant ground covers in the areas indicated on the drawings, and at the spacings specified. Soil shall be firmly pressed Representative. (Refer to Section 02810 for maintenance periods, procedures and inspections) application and per soil fertility test results around each plant, and the excess soil shall be removed from the crown. Ground cover plants are not to be installed under + Prune deciduous shrubs and trees. (Pruning should be completed prior to leafing, or after canopy of shrubs as shown on the Ground Cover Planting Detail. B. Maintenance shall consist of watering, weeding, pest control, plant replacement, to insure the healthy rooting and growth flower buds emerge and after any danger of frost has occured of all plant materials. Adjusting and cleaning of irrigation systems shall be done as required. �— + Fall pruning of trees and shrubs should occur. B. Each section of ground cover shall be watered immediately upon completion of planting. Q a p g �: V EARLY SPRING (March - May) 3.12 FINAL INSPECTIONS M tw �. N 3.05 PLANTING VINES AND ESPALIERS CG + Prune shrubs and ground covers to control their size, to remove any dead stems and A. Refer to Section 02810 for Inspection Requirements and Schedules. Q cW branches and to remove any plant parts damaged by frost. Cut off and dispose of dead A. Vines and/or espaliers shall be removed from trellises or stakes and attached to masonry walls or fences with approved V W Q flower stems. devices. + Developingbroad-leaf evergreen stems can be damaged by heat. Prune lightly only when * END OF SECTION w Q necessary. B. Submit samples of proposed wall fastener to the Owner's Representative for approval. Walls of sheet metal siding shall V� < have fasteners spot-welded. Repaint siding and fastener after welding. PROJECT CLOSEOUT W L. + Plants producing abnormal, or abnormally yellow, leaves should be examined for possible - � nutrient/water impalance. If water related, check soil grade to ensure plant is not sitting to PART 1 GENERAL low in the planting hole. If necessary, adjust soil grade to adequately keep water from root C. Do not use galvanized wire for branch supports. Submit proposed wire material to the Owner's Representative for approval. 1.01 REQUIREMENTS INCLUDED crown. U W 0 LATE SPRING TO EARLY SUMMER Ma l June) D. Intertwine all vine tendrils and/or branches to supports. (Refer to Espalier Detail) If ties are required, submit proposed ties A. Closeout procedures (May - early to the Owner's Representative for approval. + Prune Date palms in early May or when blossoms have set, Prune Washingtonia robusts B. Operation and maintenance date palms in mid June. Remove fruit, dead and/or dying fronds. Check shrubs pruned in winter as they may require a second pruning. 3.06 PRUNING C. Systems demonstration V) Z SUMMER (late June - August) A. The pruning and trimming of installed trees and shrubs shall be performed by trained certified personnel such as ISA certified D. Warranties and Bonds O + Prune Washingtonia filifera plams in late July. No other major pruning should be arborists. — performed on plants/trees other than that which provides for the safety of pedestrians or Q ., clearance of vehicles. B. Pruning shall be limited to the minimum necessary to remove injured twigs and branches. E. Spare parts and maintenance materials U 1.02 RELATED REQUIREMENTS — LATE SUMMER EARLY FALL (September - October w ' ( p ) AS PER DEPARTMENT OF COMMUNITY DEVELOPMENT: + Pruningof some trees species may occur at this time. A. Requirements of General Conditions and Division One Section apply to all Work in this Section. p y 1. Landscaping shall be installed prior to request for final inspection. J � + Prune ground covers back to established borders. Take care not to over prune. 2. Landscape plan must be submitted and approved by the City Landscape Manager prior to building permit issuance. 3. Obtain City of Palm Desert Department of Community Development approval. B. Conditions of the Contract: Fiscal provisions, legal submittals, and other administrative requirements. Z � Refer to the City of Palm Desert Landscape Maintenance Guide, current edition, for 4. Obtain Riverside County Fire Department Approval. additional guidelines. REVISIONS: 0 These plans have been reviewed by the Coachella Valley Water District in 0 accordance with Water Code Title 7, Division 1,Chapter 3,Article 10.8, L Section 65597 at seq. requiring efficient landscape and irrigation design in A A 11,11111414,19 cooperation with the local governing agency(City or County). Q "Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants,walls,and Q permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. DATE 03/01/07 JOB NO. 06.8780 DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR L4.4 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.COPYRIGHT:NADEL RETAIL ARCHITECTS,LLP.ALL RIGHTS RESERVED. B.D. SUBMITTAL:00-00-00 B.D. SUBMITTAL:00-00-00 B.D. SUBMITTAL:00-00-00 i I�I�■ 1 .03 CLOSEOUT PROCEDURES 1.02 SAFETY REQUIREMENTS A. Comply with procedures stated in General Conditions of the Contract for issuance of Certificate of Substantial Completion. A. Maintain Project in accord with state and local safety and insurance standards. B. When Contractor considers Work has reached final completion, he shall submit written certification that Contract B. Store volatile wastes in covered metal containers and remove from premises daily. Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract Documents and ready for the Owner's Representative's inspection. C. Prevent accumulation of wastes which create hazardous conditions. C. In addition to submittals required by the Contract Documents, provide submittals required by governing authorities, and D. Provide adequate ventilation or personnel protection during use of volatile or noxious substance. N0011 submit a final statement of accounting giving total adjusted Contract Sum, previous payments, and sum remaining due. E. Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws. Do not burn or bury r II D. The Owner's Representative will issue a Final Change Order reflecting approved adjustments to Contract Sum not rubbish and waste materials on Owner's property. RETR previously made by Change Order. Nadel Retail F. Do not dispose of volatile wastes such as mineral spirits, oil, herbicides or pesticides in storm or sanitary drains. Store in Architects, LLP 1 .04 FINAL CLEANING containers with tight fitting lids and remove to legal dump site. 1990 South Bundy Drive Fourth Floor Los Angeles, CA 90025 T. 310.826.2100 A. Refer to related section. F. 310.826.0182 www.nadelarc.com 1 .05 PROJECT RECORD DOCUMENTS PART 2 PRODUCTS A. Refer to related sections Not used. w 1 .05 OPERATION AND MAINTENANCE DATA PART 3 EXECUTION N required within various technical sections of theses specifications. A. Provide data as req p 3.01 DURING CONSTRUCTION B. Submit two (2) sets prior to Final Inspection, bound in 8-1/2 x 11 inch, three ring side binders with durable plastic covers. A. Keep premises and adjacent areas free from accumulations of waste materials and rubbish. z " Now Part 1: Directory, listing names, addresses, and telephone numbers of Contractor. W" B. Wet down materials and rubbish to prevent dust from blowing. �F p 9 _ Part 2: Operation and maintenance instructions arranged b system. For each system, give names, addresses an o= P telephone numbers of subcontractors and suppliers. C. At least once a week, or sooner if required, clean site and adjacent areas and dispose of waste materials, debris and <gma rubbish off the site in a legal manner. Remove combustible materials such as paper and cardboard daily. W" �m� List: ~8 U�� 8 D. Provide on-site containers for collection of waste materials, debris and rubbish. Provide a collection can at each location 1 . Appropriate 9 design criteria used as an eating area. Pick-up all garbage daily. o U v 2. List of equipment 3. Parts list E. Remove waste materials, debris and rubbish from site and legally dispose of at legal public or private dumping areas. Do 4. Operating instructions not bury or burn waste at the site. 5. Maintenance instructions: equipment 6. Maintenance instructions: finishes F. Handle materials in a controlled manner with as few handlings as possible; do not drop or throw materials from heights. 7. Shop Drawings and product data 8. Warranties G. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet, newly painted surfaces. 1 .07 SYSTEMS DEMONSTRATION H. Contractor is responsible for daily clean up and dust control to a level acceptable to the Owner's Representative. A. Prior to Final- Inspection, demonstrate operation of each system to the Owner's Representative. ' 3.02 FINAL CLEANING B. Comply with additional requirements where specified within various technical sections of these specifications. r A. Remove grease, dust, dirt, stains, labels, and other foreign materials from sight exposed finished surfaces. C. Instruct the Owner's Representative's personnel in operation, adjustment and maintenance of equipment and systems, using the operation and maintenance data as the basis of instruction. B. Repair, patch and touch up marred surfaces to specified finish. Q � 1 .08 WARRANTIES AND BONDS C. Broom clean paved surfaces; rake clean other surfaces of grounds. U M W F= A. Provide duplicate, notarized copies. Execute Contractor's submittals and assemble documents executed by D. Keep project clean until it is accepted by the Owner's Representative whichever occurs first. N oC P P Q subcontractors, suppliers, and manufacturers. Provide table of con-tents and assemble in binder with a durable plastic VW Q W cover. * END OF SECTION * Q a C - B. Submit material prior to final application for payment for equipment approved to be put into use during construction, submit W Q within ten (10) days after first operation. For items of Work delayed materially beyond date of Substantial Completion, (A W provide updated submittal within ten (10) days after acceptance, listing date of acceptance as start of warranty period. 1 .09 SPARE PARTS AND MAINTENANCE MATERIALS U W O A. Provide products, spare parts, and maintenance materials in quantities specified in each section, in addition to that a required for completion of Work. Coordinate delivery to project site with the Owner's Representative and obtain receipt prior to final payment. * END OF SECTION * V) Z 0 CLEANING Q PART 1 GENERAL L1.. 1 .01 DESCRIPTION U W CL A. Work included: V) Z 1 . Keep premises and adjacent areas free from accumulations of waste, debris and rubbish caused by operation of this Contract. REVISIONS: 2. At completion of Work, remove waste materials, rubbish, tools, equipment, machinery and surplus materials, and clean all Q Q exposed surfaces; leave project clean and ready for occupancy. 0 0 These plans have been reviewed by the Coachella Valley Water District in Q Q accordance with Water Code Title 7, Division 1,Chapter 3,Article 10.8, Section 65597 at seq.requiring efficient landscape and irrigation design in L� A cooperation with the iocai gowning agency(city or cw*). � U*Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants,walls,and Q Q permanent structures of any kind may not be planted or installed in CVWD p� 9 and USBR easements or right-of-way without first obtaining an DATE encroachment permit from CVWD. 03/01/07 JOB NO. 06.8780 DATE WATER MANAGEMENT SUPERVISOR SHEET NUMBER CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR L=495 �1 i B.D. SUBMITTAL:OO-OO-OO B.D. SUBMITTAL:00-00-00 B.D.SUBMITTAL:00-00-00 ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE THE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND THE SAME MAY NOT BE DUPLICATED,USED OR DISCLOSED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT.COPYRIGHT:NADEL RETAIL ARCHITECTS,LLP.ALL RIGHTS RESERVED. SHEET INDEX - - - - - - - - - AY I V G- - - - - - -, - L 0.1 Title Sheet _-_--_-_ --- ._ ____ I L 1 .0 scape P WATER CONSERVATION CONCEPT STATEMENT FOR KOHL'S --.-- ----- ---- - ar an - L 1 1 Hardsc a Details _ I ap + + Project Site: City of Palm Desert, California Parcel #: 30502 + + ® ® + + Project Location: NEC Monterey Road and 35th Street 'j 0 + + _- \' - _ _ L 1 .2 Hardscape Specs - - - - - Landscape Architect: Robert Curley, Cummings Curley and Associates r' o \ \ L 2.0 Overall Irrigation Plan Submitted with this Project: \ - - L 2.1 Tree and Palm Irrigation 1. Maximum Annual Applied Water Allowance: L 2.2 Tree and Palm Irrigation Conventional Landscape: 2098.2 CCF/Year + + ® \ g ® - ° + I L 2.3 Tree and Palm Irrigation 2. Estimated Annual Applied Water Use by Hydrozone --- Low Plant Hydrozones: 548.4 CCF/Year -- L 2.4 Tree and Palm Irrigation --- - + Moderate Plant Hydrozones: 2,579 CCF/Year __ + L 2.5 Tree and Palm Irrigation ! Estimated Annual Applied Water Use: 800.2 CCF/Year S H E ET L3. 1 SHEET L3.2 --- Adlik _ L 2.6 Tree and Palm Irrigation 3. EATAWU (1348.6) < MAAWA (2098.2) • SEE KOHL'S PARCEL PLAN ___ - -- + L 2.7 Tree and Palm Irrigation 4. Landscape Design Plan ® I -__ -- - -- L 2.$ Tree and Palm Irrigation A5HLENrS KOHL5 5. Irrigation Design plan -- - ! --- - + L 2.9 Shrub and GC Irrigation Description of Project: + -- + L 2.10 Shrub and GC Irrigation This landscape design groups plants with similar water needs together. The irrigation system is designed to efficient) irrigate all zones through the use of pressure compensating bubblers and drip irrigation systems. L 2.11 Shrub and GC Irrigation Y 9 9 p p 9 P 9 Y J tJa& I - -- - - L 2.12 Shrub and GC Irrigation r WATER CONSERVATION CONCEPT STATEMENT FOR DESERT GATEWAY I I ___- -- I L 2.13 Shrub and GC Irrigation ___ -- --- L 2.14 Shrub and GC Irrigation Project Site: City of Palm Desert, California Parcel #: 30502E _ _ Project Location: NEC Monterey Road and 35th Street a $ -- L 2.15 Shrub and GC Irrigation - I Landscape Architect: Robert Curley, Cummings Curley and Associates _« r 1 I L 2.1E Shrub and GC Irrigation Submitted with this Project: -----I I is L 3.0 Overall Planting Plan 1. Maximum Annual Applied Water Allowance: L 3.1Landscape Plant I gPan 7 Conventional Landscape: 4166.1 CCFNear IRI _ _ _ -- - - ::�.. L 3.2 Landscape Planting Plan 2. Estimated Annual Applied Water Use by Hydrozone STOP �® ST 4 STO S p g o _ T OP ., o.�.� : . : P orb oW T Low Plant Hydrozones: 1,167.6 CCF/Year STOP ., f.: ' r:r` L 3.3 Landscape Planting Plan NKI Moderate Plant Hydrozones: 2,579 CCF/Year 91- -_Q _ f -_� _ s_ _ - _ _ ::ail::. L 3.4 Landscape Planting Plan Estimated Annual Applied Water Use: 1425.0 CCF/Year L 3.5 Landscape Planting Plan 3. EATAWU 2592.E < MAAWA (4166.1) - - -- -- - ID - -- - -- -- ( ) ---- S ! ---- ---- --- -- ----- - - E - 4 ----- Iz L 3.6 Landscape Planting Plan 4. Landscape Design Plan ___- L 3.7 Landscape Planting Plan I, 5. Irrigation Design plan L 3.$ Landscape Planting Plan Description of Project: ® _. - - -- - \ __E \__ =: ___- - - --_ _--- ---" I L 4.0 Irrigation and Planting Details water needs together. The irrigation system is designed to This landscape design groups plants with similar t 9 9 Y 9 + L 5.0 Specifications efficiently irrigate all zones through the use of pressure compensating bubblers and drip irrigation systems. p -- -- --- - - -- -- -- - -__ __ --- -- - L 5.1 Specifications - - - ------ -- -- --- - --- - - - - -- -- - - ------ ----- _ -- -- - - - - - -- - -- - -- L 5.2 �- -- ,- Specifications a _ Specifications - -- - __ L 5.3 Date: January 22, 2007 Prepar, -- ---- _ - -- - _ _-------- ___-- __-_ - 5.4 Specifications i ___ - - - --- ---- ___. --- ----- - --- ---- -- I ---- I L 5.5 Specifications CITY OF PALM DESERT INSPECTION SCHEDULE * cols is cols is is cols is I HLS I - _._ _ 1 ) Sleeving/Grading I \ - coNWQou.ER a. Sleeve Diameter, type, depth and location coKo s . FIOU9E P POR PAWJN6 L b. Soil surface drainage, elevations, and trash (including weeds & rubble) ::. STOP sT a'x'o' PAD ;rr, I, , Vicinity ap 2) Hardscape/Boulders-Cobble I-� Parse apNo_ _ _ _ ' I ! I �® 13050 I M 2 a. Sidewalk and wall layout _ W Cn SHE T L3.5 b. Utilities location c. Boulder type, size, weight and placement W , , _. ° + 0� ! Irrigation System Rough-in _ ° SHEET L3.6 l 90 III I 3) 9 Y 9 .� �- r �_ Trench depth and location - APPROVED - Jill FIN DSCAPE P KAGE E I I I I ! 1 �-- b. Pipe Size and class I c. Pressure test (125 psi for 6 hours) DAI� I �- m FFTWART Cn j LANDSCAPE BY PAD OWNER I II ! ! CST 7 UNDER SEPARATE SUBMITTAL 4) Plant Material (trees & shrubs) § ! I -- + � ! , � Miriam Way a. Condition 666 _ t- _ \ \ a\ -\ I b. T YP e ; i ��'����' I I E Cn I i tC1Ll I ? C. Placement r. j Z•LANMAPE MEM LOGATIAN ' , 1 L0 Dinah Shore Dr. ° e 5) Ground Cover (Decomposed Granite) a Type1 --- b �dO�S - - -- ---_ - -- - 0 b. Depth and Spacing c. Compaction ____ ________�-- - ---�._-- _ __- -----____---_____-- ----____-- - Market Place W \` c -� aY ___._.. _ PAD - 6) Final , I- ` ' - _ a. Irrigation _ . -- _ - -- ---- _ 1 . . ST,� is'I' PMENT + r . . { I i) Valves, boxes, and wiring - - - , I j 10- site j ii Controller operation and schedule 7) DY: _ �� � Asr, - - - SHE T L N I = �..�r� ,PLO TAFF L.BTTE� � � b'X 10' PAD _�__ � r iii Sprinkler, bubbler and/or drip emitter type, flow ate i 1 s ACTION FORM p p Yp , and quantity per plant ,- - I ° SHEET L3.7 I I 1DE . e7n " NI�CEWITHIN _ -- I � -b. Tree Staking C + c. Overall GIRICUIT G1T I NPPROME� �� Scale: 1" ■ 60' LANDSCAPE BY PAD OWNER 1 Doi UNDER SEPARATE SUBMITTAL I THE LANDSCAPE ARCHITECT WILL APPROVE THE FINAL INSTALLATION ! I W s--i�zo�7 I � � � I ! I ...� - - - -- o = i I tL L SCE ® I I -... - - - - - - - - - - - LLL CVWD SIGNATURE - These plans have been reviewed by the Coachella Valley Water District in �� I 1 - - -- -� \ • n accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, • l - - - -- on de Section 65597 at seq.requiring efficient landscape and irrigati sign in �• / / --_-- --`-._.__-__----.__-_ __._..__ _ __. --------_-.__- -__�___-- -. - - __.__ - cooperation with the local governing agency(City or County). -8CE POLE LOCATION SCEFOLELOCATION I *Approval of this drawing by CVWD staff does not constitute approval to 1S'CLEARANCE AREA 1B CLEARANCE AREA ( ®/ R� encroach into district and USBR Rights-of-Way. Trees,plants,walls,and MONTEREY AVENUE I �c� permanent structures of any kind may not be planted or installed in CVWD I and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. DESERT 1 DESERT GATEWAY s• PALM DESERT, CALIFORNIA DATE WATER MANAGEMENT SUPERVISOR CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d / PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. UrAwground Service Alert GENERA LY ACCEPTED CONSTRUCTON PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REWIRED TO ASSUME SOLE AND �o ,ANDSCgpF 03.23.07 2ND PLAN CHECK ��� cU�I � LOCATION: NO. 155 RC COMPLETE &Lt1Y FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRIlCITONOF tHE PROJECT, INCLUDING y a b 9�FORof ro SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQIAREMENT SHALL BE MADE TO APPLY CONflNUOUSLY AND NOT c�` �` �� LOA oa Call: TOLL FREE UMITED TO NOI�K WOMING , ,�CONSRUCTION CON RACTDR BE MADE AGREES TO DEEND, NDEI Y AND HOLD ����a 2.5" BRONZE DISK STAMPED LS 414E BM r 'c+ DESIGN PROFESSIONAL IIMMLESS MM MY AND ALL UARIM, REAL OF ALLEGED• IN CONNECTION WT N THE PERFORMANCE OF w Development Resource Consultants, Inc, � 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II -8 0 0 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL THE EXISTENCE AND LOCATION OF ANY UNDERGROUND U11lRIES OR STRUCTURES SHOWN N THESE PLANS WERE OBTAINED BY A CivA Engineering Land Surveying Land Planning GERALD FORD DR. AT THE EAST B.C.R. 800 S. ROCHESTER AVENUE, SUITE 4C EAST ON MONTEREY AVE. 2.0' E'LY OF DA SEARCH OF AvAly E RECORDS. TO TIE BEST OF OUR KNOWzcI Tim ARE NO EXISTNiG UIMIES EXCEPT THOSE SHOWN * dMNATME * D R ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS C U R L E Y AND A S S O C I A T ES, INC - O O ON THESE PINTS. THE CONRACTOR L4 REWIRED TD TAKE ALL PAMWIIONSW MEASURES TO PROTECT THE UITLIfiEs SHOYM, L. A N D s C A P E ARCH I T E C T S Cover Sheet B.C.R. TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31-07 776 EAST GREEN STREET,SUITE 240,PASADENA,CALIFORNIA 91 10 I ® NORTH EAST CORNER OF UNAUTHORIZED CHANGES & USES' CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE MATH q Exa.eAre a CHECKED BY: BEFORE YOU DIG ST rF pR`P CA 3883 Az 30100 u�T'3 6 2068 N�838z NV 578 CLARB 319 ( � MONTEREY AVENUE AND 35th STREET GENE LY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONRACTOR WILL.BE REQUIRED TO ASSUME SOLE AND of cAO� ELEV.: 316.435 NGVD29 COMPLETE RESPONSI IUTY FOR THE JOB SITE CONDITIONS DURING IHE COURSE OF CONSIRUCTIONOF THE PROJECT, NCWDM RC W.O. U01-230 FOR: XX F.B. XX /r 3" 1 MMMI— . . i--------------------� Pipe and Wire Raking All Walkways As per Civil/Structural), i Scofield CS-15 Antique Amber Light Sandblast Finish ___-- Sawcut Detail per Civil Plan } � o + v t , � + O t t O , : t i + +' + \ + + } , +. + I + + + + + } + + + + o V A _ �:. t p' S e000 5 6" Curb - Colored Concrete w/ + + °°° L1 .1 Scofield CS-15 Antique Amber + + ,. t t , + + + + t f + 91 } } } } \ t t } + ( 5 - �� .� SEE CIVIL PLAN FOR GRADING Desert Garden* Walk DESERT GATEWAY - KOHL'S ESERT GATEWAY HARDSCAPE PLAN ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE MATH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITE OF PALM DESERT DRAWING NO. Underground Service Alert GENERALLY ACCEPTED CONSTRum PRACM, CONSTRUCTION CONTRACTOR MALL BE REQUIRED TO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK ��o �AN�sogPE COMPLETE REST'ONSNNJTY FOR THE JOB SITE CONDITIOiIS DIMING THE COURSE OF CONS RUCIi W THE PROJECT, INCLUDING �� Cur i e N�c FORE ro SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHAD.BE WIDE TO APPLY CONTINUOUSLY AND NOT BE .y y% ��� ��� LOCATION: NO. 155 RIC L1.0 Call: TOLL FREE NO TO NORMAL WDRIONG HOURS,AND CONSRUCRON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD �� o "'m�CIA n h „ e MW PROFESSIONAL HARMLESS FROM ANY AND ALL LIABAR, REAL OF AUEGED. IN CONNECTION WITH THE PE ORMANCE OF c `' Develonnmeet Resource Consultants Inc. N 2.5 BRONZE DISK STAMPED LS 41 E6 BM 1 —800 WORK ON THIS PROJECT, EXCEPTING LABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL M 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: Civil Engineering . Land Surveying . Land Planning DESERT GATEWAY PHASE II — THE EXISTENCE AND LOCATION OF ANY uNDEitGRaIND UTLJTIES OR STRUCTURES SHOWN IN 1HESE PLANS WERE OBTAMIED BY A D R � GERALD FORD DR. AT THE EAST B.C.R. 2 2 7 2 6 0 0 T OF AALABLE RECORDS' To THE BEST OF OUR IOrOWLEDGE,TmERE ARE No EXISTING UTI m EXCEPT THOSE StTowN 800 S. ROCHESTER AVENUE, SUITE 4C r r 1l� ON TENSE PLANS. THE CONTRACTOR IS REaARED TO TAKE ALL MEASURES TO PROTECT THE UiIUM SHOWN * TUNE * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N 0 S C U R L E Y AND A S S 0 C IAT ES, INC EAST ON MONTEREY AVE. 2.0 E LY OF DA Hardscape Plan AND IS RESPONSIBLE FOR THE PROTECTION OF, L A N 0 s c A P E A R c M I T E c T s B.C.R. AND ANY DAMAGE TO THESE ONES OR STRUCTURES. 'a�.o7 TWO WORKING DAYS Em.CATE 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 UNAUTHORIZED CHANGES & USES: CONsmucTKNI CONTRACTOR AGREES THAT IN ACCORDANCE WiTH sr TEL.628,883.8182 CHECKED BY: ® NORTH EA CORNER OF BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, WILL BE REQUIRED TO ASSUME SOLE AND qrF OF CAL�F�a CA 3583 Az 30100 UT 377204 NM 312 NV 578 CLAR8 310 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND 35th STREET COMPLETE RESPOMUTY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSIRUCITDNOF THE PROJECT, INCWDING RC W.O. U01-230 FOR: XX F.B. XX i i GENERAL NOTES CONSTRUCTION NOTES METAL FABRICATIONS GENERAL REQUIREMENTS VERIFY ALL DIME-NSIONS AND EXISTING CONDITIONS ON THE SITE PRIOR TG__-__ GENERAL QUALITY INSURANCE ISSUANCE OF ANY BIDS OR PROCEEDING WITH ANY CONSTRUCTION. 1. THE FOLLOWING NOTES AND DETAILS SHALL APPLY TO DRAWINGS PROVIDE MISCELLANEOUS METAL WORK SHOWN ON THE DRAWINGS, AS 1. USE ADEQUATE NUMBERS OF SKILLED WORKMAN WHO ARE UNLESS OTHERWISE NOTED. ALL CONSTRUCTION SHALL COMPLY WITH SPECIFIED HEREIN, AND AS NEEDED FOR COMPLETE AND PROPER THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY REQUIREMENTS OF THE LOCAL BUILDING DEPARTMENT AND UNIFORM THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES WHICH OCCUR BETWEEN THE EXISTING CONDITIONS AND INSTALLATION. CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED BUILDING CODE 1991 EDITION. REQUIREMENTS AND THE METHODS NEEDED FOR PROPER THE DRAWINGS, SO THAT THEY MAY BE CORRECTED PRIOR TO ANY PERFORMANCE OF THE WORK OF THIS SECTION. CONSTRUCTION. THE CONTRACTOR SHALL CARRY OUT THE FULL INTENT OF SUBMITTAL 2. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED THE PLANS, DETAILS AND SPECIFICATIONS, USING WORKMANSHIP IN A 2. PERFORM SHOP DRAWINGS AND/OR FIELD WELDING REQUIRED IN ACCORDING TO DETAILS AS SHOWN FOR SIMILAR CONDICTIONS AND MANNER IN ACCORDANCE WITH THE BEST METHODS OF THE TRADE. PRODUCT DATA: WITHIN 35 CALENDAR DAYS AFTER CONTRACTOR HAS CONNECTION WITH THE WORK OF THIS SECTION IN STRICT RESPECTIVE MATERIALS. m RECEIVED THE OWNER'S NOTICE TO PROCEED, SUBMIT: ACCORDANCE WITH PERTINENT RECOMMENDATIONS OF THE F THE CONTRACTOR SHALL NOT MAKE ANY CHANGES OR DEVIATIONS FROM AMERICAN WELDING SOCIETY. THE FINAL DRAWINGS WITHOUT THE PERMISSION OF THE LANDSCAPE 1. MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER THIS FONDATIONS AND SITE WORK ARCHITECT. SECTION; OTHER MATERIALS 1. ALL FOOTINGS DESIGNED FOR A MINIMUM DEAD LOAD + LIVE LOAD SOIL THE CONTRACTOR IS TO PROVIDE CONTINUOUS INSPECTION DURING 2. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA NEEDED TO PROVIDE OTHER MATERIALS, NOT SPECIFICALLY DESCRIBED BUT REQUIRED PRESSURE OF 1000 PSF AT A MINIMUM 1'-6" BELOW EXISTTNG GRADE. CONSTRUCTION AND SHALL COORDINATE AND BE RESPONSIBLE FOR THE PROVE COMPLIANCE WITH THE SPECIFIED REQUIREMENTS; FOR A COMPLETE AND PROPER INSTALLATION, AS SELECTED BY THE ACTIONS OF HIS SI;33CONTRACTORS. CONTRACTOR SUBJECT TO THE APPROVAL OF THE OWNER/ARCHITECT 2. ALL FOOTINGS TO BEAR ON UNDISTURBED NATURAL SOILS OR ON 3. SHOP DRAWINGS 1N SUFFICIENT DETAIL TO SHOW FABRICATION, _ CONTROLLED COMPACTED FILLS AT DEPTHS INDICATED ON DRAWINGS ALL ENGINEERING CALCULATIONS, PLANS, AND PERMITS ARE TO BE INSTALLATION, ANCHORAGE, AND INTERFACE OF THE WORK OF THIS SHOP PAINT PROVIDED BY THE CONTRACTOR AS REQUIRED BY THE GOVERNING SECTION WITH THE WORK OF ADJACENT TRADES; 1. USE "10-99 TNEMEC PRIMER" OR "RUSTOLEUM NUMBER 5769 PRIMER", CONCRETE AND MASONRY AUTHORITIES. MATERIALS TWO COATS MINIMUM. 1. MASONRY UNITS SHALL BE GRADE N LIGHTWEIGHT UNITS CONFORMING THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT, AT LEAST 48 1. IN FABRICATING ITEMS WHICH WILL BE EXPOSED TO VIEW, LIMIT 2. USE "RUSTOLEUM SEMI-FLAT BLACK" PAINT OR EQUAL FOR FINAL TO ASTM C90, LATEST REVISION. HOURS PRIOR TO FINAL INSPECTION AND ANY OTHER WARRANTED SITE MATERIALS TO THOSE WHICH ARE FREE FROM SURFACE BLEMISHES, PAINTING. TWO COAST MINIMUM. PAINT ALL FIELD WELDS WITH SAME VISITS PRIOR TO FINAL APPROVAL. PITTING, ROLLED TRADE NAMES, AND ROUGHNESS. 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C150 LATEST REVISION FABRICATION THE CONTRACTOR SHALL WARRANT ALL WORK AGAINST DEFECTIVE 2. COMPLY WITH THE FOLLOWING STANDARDS, AS PERTINENT. 3. MORTAR SHALL BE TYPE S AND SHALL BE FRESHLEY PREPARED AND MATERIAL AND WORKMANSHIP FOR ONE (1) YEAR FROM THE DATE OF FINAL 1. EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS OR THE UNIFORMLY MIXED IN THE RATIO BY VOLUMNS OF 1 PART CEMENT, 1/2 APPROVAL, UNLESS NOTED OTHERWISE. THE CONTRACTOR AGREES TO A. STEEL PLATES, SHAPES, AND BARS: ASTM A36 APPROVED SHOP DRAWINGS, USE MATERIALS OF SIZE, THICKNESS PART LIME PUTTY, 4-1/2 PARTS SAND AND SHALL CONFORM TO ASTM REPLACE ANY DEFECTIVE MATERIAL AND/OR WORKMANSHIP AT NO B. STEEL PLATES TO BE BENT OR COLD FORMED: ASTM 283, GRADE AND TYPE REQUIRED TO PRODUCE REASONABLE STRENGTH AND C270, LATEST REVISION ADDITIONAL COST TO OWNER. C DURABILITY IN THE WORK OF THIS SECTION C. STEEL TUBING HOT FORMED, WELDED, OR SEAMLESS): ASTM 4. GROUT SHALL BE OF FLUID CONSISTANCY AND MIXED IN THE RATIO BY A501 2. FABRICATE WITH ACCURATE ANGLES AND SURFACES WHICH ARE VOLUMNS OF 1 PART CEMENT, 3 PARTS SAND OR 1 PART CEMENT, 3 ALL CONCRETE SHALL BE MIN. 2000 P.S.I. COMPRESSIVE STRENGTH. SOIL SHALL BE 1000 P.S.F. @ 12" BELOW NATURAL GRADE OR APPROVED D. STEEL BARS AND BAR-SIZE SHAPES: ASTM A306, GRADE 65 OR TRUE TO THE REQUIRED LINES AND LEVELS, GRINDING EXPOSED PARTS SAND AND 2 PARTS PEA GRAVEL. GROUT SHALL ATTAIN A ASTM A36 WELDS SMOOTH AND FLUSH, FORMING EXPOSED CONNECTIONS WITH MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 2000 PSI. COMPACTED FILL. E. COLD-FINISHED STEEL BARS: ASTM A108 HAIRLINE JOINTS, AND USING CONCEALED FASTENERS WHEREVER F. COLD ROLLED CARBON STEEL SHEETS: ASTM A336 POSSIBLE. 5. CONCRETE SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 ALL CONCRETE SLABS HAVE MIN. 2" LAYER SAND UNDER AND 6"x 6"-#10-10 G. GALVANIZED CARBON STEEL SHEETS: ASTM A526, WITH G90 DAYS OF 2000 PSI MINIMUM, E.W.W.M. CONCRETE DECKING AND WALKS SHALL BE 3-1/2" MIN. THICK. ZINC COATING IN ACCORDANCE WITH ASTM A525 3. PRIOR TO SHOP PAINTING OR PRIMING, PROPERLY CLEAN METAL H. STAINLESS STEEL SHEETS: AISI TYPE 302 OR 304, 24 GAUGE, SURFACES AS REQUIRED FOR THE APPLIED FINISH AND FOR THE ALL EXPANSION JOINTS (E.J.) SHALL BE 1/2"x 3" POLYFELT W/"DECK-O-SEAL" WITH NUMBER 4 FINISH PROPOSED USE OF THE ITEM. 6. REINFORCING STEEL SHALL BE DEFORMED BARS, CONFORMING TO ASTM MASTIC (COLOR TO MATCH ADJACENT CONCRETE) @ MAX. 20'-01, O.C. I. GRAY IRON CASTINGS: ASTM A48, CLASS 10 A615, LATEST REVISION, AND SHALL BE GRADE 40 #3. GRADE 6- #4 AND J. STEEL PIPE: ASTM A53, GRADE A, SCHEDULE 40, BLACK FINISH 4. ON SURFACES INACCESSIBLE AFTER ASSEMBLY OR ERECTION, APPLY LARGER, BILLET STEEL. CONTRACTOR SHALL SUBMIT TO OWNERS REPRESENTATIVE SAMPLES OF UNLESS OTHERWISE NOTED THREE COATS OF THE SPECIFIED PRIMER. CHANGE COLOR OF THIRD ALL FINISH MATERIAL SPECIFIED FOR THE PROJECT SUCH AS , CONCRETE K. CONCRETE INSERTS: COAT TO DISTINGUISH IT FROM THE FIRST. 7. ALL BLOCK SHALL BE LAID TO MAINTAIN VERTICLE CONTINUITY OF THE PAVERS, TILE, STONE, PRECAST CONCRETE ETC. THAT WILL BE USED ON 1. THREADED OR WEDGE TYPE GALVANIZED FERROUS CELLS TO BE FILLED SUCH THAT THERE IS A CONTINUOUS SITE PRIOR TO INSTALLATION. CASTINGS OF MALLEABLE IRON COMPLYING WITH ASTM EXECUTION UNOBSTRUCTED VERTICLE CELL MEASURING NOT LESS THAN 211X 311. A27 BLOCK SHALL BE LAID IN RUNNING BOND. ALL EXPOSED WELDS ON WROUGHT IRON FENCING SHALL BE FILLED AND 2. PROVIDE REQUIRED BOLTS, SHIMS, AND WASHERS, HOT EXAMINE THE AREAS AND CONDITIONS UNDER WHICH WORK OF THIS GROUND SMOOTH. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER. DIP GALVANIZED IN ACCORDANCE WITH ASTM Al53 SECTION WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO 8. VERTICLE REINFORCEMENT TO BE HELD IN PLACE AT TOP, BOTTOM AND THE TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED INTERVALS NOT EXCEEDING 192 BAR DIAMETERS. PAINT ALL IRON WITH TWO COATS OF ZINC CHROMATE AND ONE COAT OF FLAT BLACK. FASTENERS UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. 9. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM TO THE UNIFORM 1. FOR EXTERIOR USE AND WHERE BUILT INTO EXTERIOR WALLS, BUILDING CODE, LATEST EDITION. ALL HARDWARE USED IN CONNECTIONS; SUCH AS NAILS, STRAPS, BOLTS, PROVIDE ZINC-COATED FASTENERS COORDINATION ETC.; SHALL BE GALVANIZED IRON. ALL CUSTOM STEEL HARDWARE TO BE 2. PROVIDE FASTENERS OF TYPE, GRADE, AND CLASS REQUIRED 10. NO REVISIONS SHALL BE MADE APPROVAL OF THE ENGINEER WELDED SHALL BE DONE BY A CERTIFIED WELDER. FOR THE PARTICULAR USE. COORDINATE AS REQUIRED WITH OTHER TRADES TO INSURE PROPER AND COMPLY WITH THE FOLLOWING STANDARDS AS PERTINENT. ADEQUATE PROVISION IN THE WORK OF THOSE TRADES FOR INTERFACE 11. ALL FOOTINGS SHALL BE V-6" MINIMUM INTO COMPETENT UNDISTURBED ALL PAVING ADJACENT TO WALLS, CURBS OR BUILDINGS SHALL HAVE A FIBER 1. BOLTS AND NUTS: PROVIDE HEXAGON-HEAD REGULAR WITH THE WORK OF THIS SECTION. NATURAL SOIL OR CERTIFIED COMPACTED FILL AS NOTED ON PLANS FILLER EXPANSION JOINT TOPPED WITH MASTIC TO MATCH PAVING. TYPE COMPLYING WITH ASTM A307, GRADE A 2. LAG BOLTS: PROVIDE SQUARE-HEAD TYPE COMPLYING INSTALLATION ALL PAVING SHALL HAVE EXPANSION JOINTS EVERY 20 FEET IN EITHER-DIRECTION WITH FED SPEC FF-B-561 AND CONTROL JOINTS EVERY 5 FEET IN EITHER DIRECTION. THE CONTRACTOR 3. MACHINE SCREWS: PROVIDE CADMIUM PLATED STEEL 1. SET WORK ACCURATELY INTO POSITION, PLUM, LEVEL, TRUE AND IS RESPONSABLE FOR ALL SOILS TESTS AND ENGINEERING RELATING TO WALLS, PAVING TYPE COMPLYING WITH FED SPEC FF-S-111 FREE FROM RACK AND FOOTING DESIGNS. THE DETAILS DEPICTED ON THE PLANS ARE FOR TYPICAL 4. WASHERS: INSTALLATIONS AND ALL DATA IS TO BE VERIFIED IN THE FIELD BY THE MASONRY A. PLAIN WASHERS: COMPLY WITH FED SPEC FF-W-92, 2. ANCHOR FIRMLY INTO POSITION CONTRACTOR. ANY SPECIAL ENGINNERING SHALL BE PROVIDE BY THE MASONRY CONTRACTOR. ROUND , CARBON STEEL B. LOCK WASHERS: COMPLY WITH FED SPEC FF-W-84, 3. WHERE FIELD WELDING IS REQUIRED, COMPLY WITH AWS HELICAL SPRING TYPE CARBON STEEL RECOMMENDED PROCEDURES OF MANUAL-SHIELDED METAL-ARC NO PAVING SHALL BE INSTALL HIGHER THAN 6" BELOW THE "WEEP SCREED" C. TOGGLE BOLTS: PROVIDE TYPE, CLASS, AND STYLE WELDING FOR APPEARANCE AND QUALITY OF WELD AND FOR UNLESS PROPER SHEET METAL AND WATER PROOFING HAS BEEN APPLIED. NEEDED BY COMPLYING WITH FED SPEC FF-B-588 METHODS TO BE USED IN CORRECTING WELDING WORK. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY SHEET METAL AND WATER PROOFING I'°- PROPOSED BY THE CONTRACTOR PRIOR TO INSTALLATION 4. GRIND EXPOSED WELDS SMOOTH, AND TOUCH UP SHOP PRIME COATS. 5. DO NOT CUT, WELD, OR ABRADE SURFACES WHICH HAVE BEN HOT-DIP Cfj GALVANIZED AFTER FABRICATION AND WHICH ARE INTENDED FOR ` BOLTED OR SCREWED FIELD CONNECTIONS. . C/) 6. IMMEDIATELY AFTER ERECTION, CLEAN THE FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS OF SHOP PRIMING. PAINT THE fU EXPOSED AREAS WITH THE SAME MATERIAL USED FOR SHOP PRIMING. > CU Lc DESERT GATEWAY PHASE 11 - KOHL'S DESERT GATEWAY HARDSCAPE PLAN ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. Underground Service Alert GEN RAU.Y ACCEPTED PRAC110Es, CONSTRUCTION CONTRACTOR WALL BE REQUIRED TO ASSUME SME AND 03.23.07 2ND PLAN CHECK �o ,cuD3CgpF q� COMPLETE RESPONSIBIUIY FOR T►#Joe SITE CONDTtIDrIS DURgiG THE cDURSE OF CONSiRUCTIONOF THE PROJECT, INCLUDING y�� No 'y,T LOCATION: N0. 155 RC L1.2 FORE YO SAFETY OF ALL PEIW4S AND PROPERTY THAT THIS REQUIREMENT SHAM BE MADE TO APPLY CONIINUOUSI.Y AND NOT BE c` ` y o Go Call: TOLL FREE LIMITED TO NORMAL WORT Nc ,�, AND N CONTRACTOR FURTHER AGIM TO WEND, INDEMNIFY NO HOLD �`� ° 2.5" BRONZE DISK STAMPED LS 4146 BM OP CDERN PROFEMIONAL HARMLESS FROM ANY AND ALL LION, W-OF ALLEGED• IN CONIES WITH THE PERFORMANCE OF w Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II 1 -g 0 0 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. Civil Engineering - Land Surveying - Land Planning CCAI.,NC, GERALD FORD DR. AT THE EAST B.C.R. - THE EXISIEHCE AND LOCATION CIF Nil'UNDERGROUND UTILITIES OR STRUCNRES SNOWN IN THESE PLANS WERE OIRMW BY A S.6 0 �"T AvAILABLE . TO TIE�sr of 011R 1° ' AIE NO D 'n"�"�°�TNosE SHowN E * DRCA ONOTARIO,OCA 91761 (909)AVENUE, 30-5241, FAX (909) 230-5246 CUMMINGS C U R L E Y mo A S S O C I A T ES, INC EAST ON MONTEREY AVE. 2.0' E'LY OF DA O ON THESE PLANS. THE CONTRACTOR IS REQUIf�D To TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE URIlTIES SHONM, B.C.R. Hardscape Plan LAN N D $ C A P E AFRO C M 1 T E C T 9 AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31-07 776 EAST GREEN STREET,Sun240,PASADENA,CALIFORNIA 91 I 0 I TWO WORKING DAYS r �P ® NORTH EA T CORNER OF BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: tONSTRUCiION CONTRACTOR AGREES THAT IN ACCORDANCE WITH qTe L�F�� CA 3583 Az 30100 UT377204 NM 312 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29)TEL.626.683.8182 CHECKED BY: MONTEREY AVENUE AND 35th STREET GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND OF CA COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS WRING THE COURSE OF 00MLIC00 THE PROJECT, INCWDING RC W.O. U01-230 I FOR: XX F.B. XX __� r ---- - I 1 11 \ _ . 11 ___ ___ I I C.V.W.D. MAAWA&EAAWA WATER BUDGET CALCULATIONS: „µ rt City of Palm Desert ESTIMATED WATER USE FOR KOHL'S WATER METER ETo (ZONE 4) 93.9" sty of Palm Dese - - - - - - - - - - - - - - - - - - -(- '�' `'° Desert Gateway Site I -�� I a.= Kahl s 'Water Calculation Chart' � LAWN-Square Feet = 0 sq.ft I o , Water Calculatlon Chart TREES/SHRUBS/GC Square Feet = 44,930.26 __IY O ND F = 44,930 _ _...._.._ _.___. T ATAL LANDSCAPE Square Feet 26* - -_ . _, -� _ -- *Not Including DG/Crushed Rock Areas I a 27,16 - _ -Max mum Water owance clulw ►� 11As1X1iT1Uf11 Wax@I"AI1taW8t1G@fANIA� £ATEGORY TREES/SHRUBS/GC Sgtiarefeet 2.$sq ft co ' r- �-�r�i J" � 'A` ' • � �, I � �' �- "' � )� / +"�' �\ LOW/MODERATE CATEGORY TREES/SHRUBS/GC Square Feet = 2,976.73 sq.ft i;l i :. �. , l r --/ ~ __ ___ _._ ,':. -- l utZone MODERATE CATEGORY TREES/SHRUBS/GCS Square Feet = 14,046.5 sq.ft u_ / �. s- .. ._. __ _ :__- _._ nu Zone q ri:F q �'� 1 ".`+ j " \ HIGH CATEGORY TREES/SHRUBS/GC Square Feet = 744 sq.ft ® i I ware Footage Calculations <.__ L Slquars Footage Calculations�. I No ! I Thee&Shrub Square foot 36B ESTIMATED ANNUAL APPLIED WATER USE __/+�,rl-,) \\ I ' Tree&Shrub Square foot 44,930.00 Turf Square foot t} / ' Locate Pedestal i Turf Square foot 0 EAAWU=93.9 x.2 x 27,162.E x .62/748/.90= l ',,_ : Mount irrigation �r T©taj aterfeature Square frxftage Low Water Hydrozone ;.., I 9 8 CC per Year �, " W � - !. Controller 13 _/ ,I foot,Cobble/iBould Total Landscape Square foot 69368.74- 46 F 8 Total Square fo `Total Waterfeature Square footage ` , i + `° ---- � I Total Landsca e S uare foot 44930 �_ ,4, • , p 4 1 Zone Na, to ter Adj. oral onversion Factors Low/Moderate Water Hydrozone Factor sq.ft. MWA !, ' I o. to Miller dj Total Conversion actors 1 57.fl1 0.5 0 a,62 748 EAAWU=93.9 x.35 x 2,976.73 x.62/748/.90= SHEET L2.2 -- - ' Factor Sq.ft. 0:62 7 $ IhAWA 90.10 CCF per Year SHEET L2. 1 �_. �> -- - 2 $ss2 0:5 a a.62 74e _ i 1 57.01 0.5 0 0,62 748 0 3a 75 a;s o 0,62 748 Moderate Water Hydrozone - -- ss.$z a.5 o a.62 746 Q 3b eg fl5 fl o.6a 748 SHEET L2.9 SHEET L2. 10 = 2/74 = _. i 3a 75 0.5 0 0.62 748 0 4 93:9 0:5 89386:74 0.62 748 347T853a1 EAAWU 93.9 x.5 x 1 46.5 x.6 8! 607 36 CC per Year 40 9 + _ - `.• 1-1 - --- 3b $8 0,5 O 0.62 748 0 F e - - __ --- i I 4 93.9 0.5 44930 0.62 748 1748.486 High Water Hydrozone © - - - _ W (jJ ® -..- -_-• EStrmeted Wet@l"US@ EAAWU=93.9 x.8 x 744 x.62/748/.90= . I __ -,' 51.47 CCF per Year W I P• ® - " © � A5HL FY 5 - KOHL5 - Total Number of Plants Q _- --- _ Estimated Water Use � � Project Total EAAwu= _ 1. - Number of ants water use %of�T I~Landscism square faoatain 1218.73 CCF per Year 0- CL - __ �. ( Total Number of plants `483 1 Lour Sfl1 a. a5 62290,652 - � 2 Low/Mo. 23 0.022 2001,442 �\_. i"_1 � -- J - , " ! ?lumber of plants water use �6 of Total Landscape gacrare footasre a a•2 2 2a71o•57 MAXIMUM ANNUAL APPLIED WATER USE ��_ , - - -- ---- 4 Mod l Ili O.OdO 0.00p 000 _._ • ) Low 222 0.460 20651.056 MAAWU=93.9 x.6 x 44930.26 x.62/748= - Y ---- -- - - - - 2� i Loltr/Mod o,aao 0,00o s L icgw Trees 96 0,� 83 S�aa P I. . _ - 3Mod 145'�. ;,. O.SC?o i348802 \ - I 20 98 2 CCF per Year __ - 4 Mod/Hi fl,aoo o.000 7 Low/Mod Trees 2 0,041 3854.807 This Projects EAAWU is less than the MAAWU _ 8 Mod Trees .3 0 043 261.05i1 J r *�, 5 High 0.000 0,000 9Motif%Tree 0.000 4,000 --- _ _ _-. _ J ; 0 Low Trees ,- �'0 0,145 6511.594 10 High Trees 29 0;023 2088.461 5 o WATER CONSERVATION CONCEPT STATEMENT Y __-- ---- 7 Low/Mod Trees 32 OA66 2976.729 Taal 1027 _._. -- I #t Mod Trees 6 0.012 558.137 Project Site: City of Palm Desert,California Parcel#:30502 SEE KOHL'S PARCEL FOR loss-- - � . ( 9 MOd1Hi Tree O.oOa 0.000 SHRUBS Project Location: NEC Monterey Road and 35th Street ;1 LANDSCAPE&IRRIGATION e : , PLANS 2^ -- - t 10 High Trees : , ..8 0.017 744,102 r W c r�. ,1 Total 483 on System yytae Zone Inn EfF Area ssasanat Plant Factor. Landscape Architect: Robert Curley,Cummings Curley and Associates �p PtanfArrigati i, , , i I /Bub/DH 4 "0:9 s2299 1 Law rubSubmitted with this Project: 6;Aaeanii;Eqp.� 11 QjS Season ZonalEto Plant Area Conversion Factors EsUmatad A ;«d I .v }' value Fecta sq ft. 0.62 74d trH.Eff. water live Ica - - !...._ - - -- ---- --- - ---- ---- --- --- - ___/ -, %� ;: •� i Spring a62 748 s1 1.Maximurn Annual Applied Water Allowance: HR s :---= -_ __. :- --__ rW Conventional Landsca e:2,098.2 CCF/Year e, >> � _-_-- ---- _ __-.__ _--_ _._.__. ! ( Pl9ntllrrlgattbn System Tyne: Zone Irr:Eff. Area Seasonal Plant Factor me+ 29 0.2 52298.55 o.ez 74a 9 5 1. P --'" - - -- _-_: I ;i S /BubiDri # ;�.�r..:��0.9 20651 1 --- - __ - -+ .- - - - - --- -- - -- -- _.__ - - sos.os Estimated Annual Applied Water Use b Hydrozone < " - Season Zonal Be, Plant Area Cerra version Factors Eslimated TAL 2. ES •a - ..� Pp Y Y I . k...,m..<... _ / r: � •"� P •+> ,, ST � �: STQ ST <•., �..,.--. �. `: � yaws Factor sq.ft, 0:e2 743 im,art Water lies _ - _. _._.. --- - - - _ T P ST �a Q STQ � Plantnnlgation System Type: zone irr.EtT, liras Seasonal Plant Factor: �' s O � - ' ! � spring 20<R9 0-2 20651.0559 O,t:12 748 0.9 78 70 Low Plant Hydrozones:469.8 CCF/Year -.+,_ ...._____ _._.__,r,- ____- _- - -_- j - = cn a /SubJDri 4 ' t4 9 2001.442 2 Lo, Mod Shrub -- -- - - -- _ -+ Winner 57.29 0.2 20651.0558 0.62 7aa 0:9 217.92 Low/Moderate Plant Hydrozones:90.10 CCF/Year • ?; ��y Seasson Z 81EtI Plant Auea Conversion Fact" Eonlafed 1 -- --- - _- -- - ��\y - - .,Winter 15 97 0.2 20651.0559 ____ 74s o:9 So,75 Value le Faamf >r, 0.62 7.a rm,Eff, w�tar use Moderate Plant Hydrozones:607.36 CCF/Year __ _-. .._ _._. ._-- -_._. .___ __1 .._.- _-- __. FBI W W Pr -� - - - - - _? - - Ql - 19 -- -- 1 IT. TOTAL 357.37 t0, I "s .6 1A4 a-62 748 s High Plant Hydrozones: 51.47 CCF/Year \ ---- --- ; = -- -- i comer 57.2s 0.35 2001.442 o.s2 740 s 36:96 Estimated Annual Applied Water Use: 1,218.73 CCF/Year --- -- I + r __ -- - _ t--Lobate OC ac w Ptantitirrigati4 System Type: Zone irr.Eff. Area Seasonal Plant Factor: �I:V4tinter 1 001:442 a:6z 748 fl: 1fl. _ = 1 �+ n( lv H E L l ■ H hi 2 La ds I s ro 1BubtDri 4 0.9 13488.302 3 Mod Shrub TOTAL 60.81 I - - ` -- t - - - --- - - 4.2. - with 2 RP Back w �.g Z. LOCATION 3. EATAWU(1,218.73.)<MAAWA(2,098.2) Q 0 I � --_- -_ _ -._ _-- .__ trtstaile y . D. -_1 i LANOWIEM(� Season Zonal Etc Plant Area Conversion Factors Estmated '. -F --- - - - #� ■ ■ -- I, , I value Fodor $ :e: 0:62 748 tM EK rater use 4. Landscape Design Plan - .- PtarttltrTt9ation System Type: Zone h7:Eff Area s.asotnAt°plant Factor. ' ',' -- L 2 _` 2■ M pnny 0.69 .5 13488.30228 0.82 748 9 <128.61 -- - - - avlautiMrio 4 0.9 20710,575 3 Mod Shrub I I � I ummer 57.29 0.5 13488.30228 o.62 748 0.Ii 355.84 a - + --- .._-__ --._ -- --- -- - - --- ---- - - - -- - seae� :Zonal Eto Plant Area ConvenatonFados Estimated 5. Irrigation Design plan ___ Fall-Winter 15.97 0.5 1 88,30228 0,62 7a8 0.9 83.64 ' T � --.-- - -- _ -._-- --_ � Value Factor eq,ff: G.62 748 lrti.Elf: YYater Use. I __ - - --- --- -- �. b83.54 ng i0. 0.62 748 0. 1 2 __ _ _. _ _.-- -_-_-- i Description of Project: _ t -- - - - - -- ----_. _ _ _ I summex s7.2s a:5 2071fl. 7 a:e2 7aa U,9 sas,37 This landscape design groups plants with similar water needs together.The irrigation system is designed to OTAL , - --_. J _ _ -_-__. ___ - _ .._._ - t. �I,inter 1 . 7 0 10. 0.62 748 9 152.11 P 9 9 _ - i___�________ I ! -- - - - -- -� ----- - -- - -- -- I R�SS TAL 89s,00 efficiently irrigate all zones through the use of pressure compensating bubblers and drip irrigationsystems. I _ �: _,- - -- - - - --- --- - - - -- )- ---- - - - -- - - - - -- I - --- - T� - - _ _-. _._-- , ___-_- _ -- -- _.-- _ __-- _-__ --_ -- - ! PlarttArrigationSystem Type: Zone irr.fff. Area Seasonal Plant Factor. I �� I - ' TRI= S ESTIMATED WATER USE FOR DESERT GATEWAY WATER METER ETo ( ONE ) 93.9 ------ _ - - - - __ - I,----- ubtDri 4 6511,594 Low Tree --- ...----- --- - ----- ------ - - -- ----- " I i,. -- * __ , Season$ ,Zonal Etc Plant Area Conversion Factors Estimated e Spray/1 `t�.9 6 E Z 4 " , -- _. - PtantltnfgatlanSystem Type: Zone irr.Elf. Area Seasonal _ - -- _ -_.._.-__ -_-•- _ __. _._ ._ Vskre Fodor sq, 0.62 748 Ind:Eff Wow Use_ __-- _. __ _-. --- ray/Bub/Drip 4 0.9 8353.845 8 Low Tree _._ r.. 1 Spring 20.89 0.2 6511.594203 0.62 74S 0.9 24.6 LAWN-Square Feet = 0 s .ft _ - -- - __.. r -_-- _ - - - ---- ---- --- - p season, Zonal Etc falent Area Conversion Factors Estimated q --- - __ ___. ._ _ - -_ -- _, _-- -- -- _ __ ___ - __.__._ I Winner 57:29 0.2 6511:594203 o6a 748 a.9 68.71 value Faaa o1Q.1E 6.62 748 kd,Eff. WNUrrt Use TREES/SHRUBS/GC Square Feet =89,368.74 --_.. - - - - - . i <`; _ _ - _ __ __ ____ ,___ _ - _ i j 16.97 0.2 6511.594203 4sz 748 0.9 19.15 ;,,g 20.69 0.2 8353. 0.62 lea 0.9 31.84 TOATAL LANDSCAPE Square Feet =89,368.74* --- o Including ruse Rock Areas - I Fats-Winter summer 57,29 0:2 8353.845 0.62 74s 0.9 88.15 *Not I CI ding DG/C h d R k . ___ _ __ 4 _. -.-- _-- -- „ ] -- -- - -- - 1 oil-Winter 15,97 0.2 8353,845 0.82 748 0.9 24,57 OTAL 112. 8 1 1 ____ _ _. - .____ �_ __._ _-_ ..--. _..._ -.._ _._____. ___ _ __ . i TOTAL 14a s LOW CATEGORY TREES/SHRUBS/GC Square Feet = 60 652.85 sq.ft I - 1 a ntnrrigation system Type:' Zones irr.Eff. Area Seasonal Plant Factor )---- - - ----. ------ --- , LOW/MODERATE CATEGORY TREES/SHRUBS/GC Square Feet = 5,656.25 sq.ft ', __- -- _ ' -- _--- -- -- - _ __. _ �..•1 SprayIBubtDri 4 g.9 2978.729 7 i"aw 1 Mad Tree I E I _ _ _.__ _ _ _ _ __._ _._ .___ _.___._ __ ____. I PlanUlrrltion 8 storm a zone Irr:Eff. Area Seasonal plantFactor. MODERATE CATEGORY TREES/SHRUBS/GCS Square Feet = 20,971.63 sq.ft n 1 1 1 1 / ' '�` * 'I ; season Zonal Et0 Plant Area Car�version Factors Fskm�d q q bra ' - - - - - - ---- }---- ---- r - j I ra /Sub/Dri 4 _;r v 3654.807 7 Low/Mod Tree yo ; - - "- - KOHL'S 1 value Factor sq.ft. 0A2 748 Inni,Eff: Water Use HIGH CATEGORY TREES/SHRUBS/G a Feet = Seam ZD71a1 E10 Plant. Area Conversion Factors Estimated �'Square "S - ;;* , '''' ,." , '` /? $ v ;� d 1S 15 = 01S 1S �� 15 - u_ spring 0.69 .35 2976.728778 0;62 748 .9 19,85 Value Factor sq.ft,- 0.62 748 kn,Eff wow use 57 29 0 3 287 ti- - u Tr „s ., 15 a�. �` k. Summer 5 6.728778 0.62 748 0.8 54.97 _ I T+ _ n wN !n9 0.35 0.62 74a 4. cn ` y '� P FOR PAiQKINQ9 LOT LIdH1'S Fan-Winton 15.97 0.35 2976,728778 0.62 7aa 0.9 15.32 minor 57.29 0,35 3654.807 0;62 74s 0.8 67.48 TOTAL 9o.1s -Winter a5:87 0,35 3654.807 0-62 74s 0.9 18.81 ESTIMATED ANNUAL PLIED WATER USE Ll.i W _ __ AL 11o.QTa Low Water Hydrozone -- � w ' S i. .- -- _ , + .,`t ST '= 4 F , 11 z 4M Y PAD Pi F EAAWU=93.9 x.2 x 60,652.85 x.62/748/.90= a -- . - - _ ncatebrradeatel PtantArrigation System Type: Zone irr.Eff. Area Seasonal ant actor, tin IPIanUlrri tion System T Zone Irr.Eff. Area Seasonal Plant Factor Q � I _ - •-� oust anon 8 ra tBublDri 4 0.9 b611.137 8 MOd Tree 1,049.05 CCF per Year - _ �' ra /euarori a a.9 28,-ose a Mad Tree j I I I I _ .. er Season Zonal Eto Plant Area Conversion Factors Estimated W,t, on 0. i u1 LZ• .� Season zonal Eta IWer+t Area Conversion Factors Eagmtnted 112- E E V Value Factor ft. 0:62 748 irri.Eff. Water Use /` - 1 Ill Low i Moderate Water Hydrozone Value Factor $4.ft. 0.62 748 Ini.Elf, Water Use pring 20.69 0.5 558.136646 0.62 7a8 0.9 5.32 EAAWU=93.9 x.35 x 5,656.25 x.62/748/.90= ® 1 ' Ing 0. 9 0.5 261. 55 7 0.62 748 'O.9 2. r s 1 I summer 57.29 0.5 568,136646 ll 748 0.9 14.72 i I 1 C E ) I fall-Willer 15.97 0.5 558.136646 0.62 748 0,9 4.10 Summer 57.29 0.5 261.0577 0.62 748 0,9 1.92 171.20 CCF per Year ' Z I ! --_ � $ 1-1 � l + + - �� I j I TOTAL 24.15 TAIL 11.29 I all-Winder 15.97 O S 281.0577 0.62 748 0.9 1,92 Moderate Water Hydrozone j , I ,�' I r- 1 I 1 i y 1 i EAAWU=93.9 x.5 x 20,971.63 x.62/748/.90= 1. _ 11 I 1 -7 1 _ I I 1 I I �._i , Plantfirrigatton System Typta: Zortet Irr.fff. Area Seasonal Plant Factor. PtarWirrigation system Type: zone ltfr Elf. Area Seasonal Ptah Factor 906.8 CC per Year ,L I i I I I 11 ! I I ! Spray/Bub/Dri 4 0.9 T44.162 10 Hi h Tree a /Bub/Qri 4 4 209a 481 1O 11i h Tree F e Q / i Soaa60f1 ZOnal E10 Plant Area Convoaraion Factors Estimated on Iona!Eto tsteM Area Conversion Factors r■ematecf High Water Hydrozone i , �. I FF TS MART ._-/ I Value Factor sq.fl 0.82 74E Irrt,Eff. Water Use Y EAAWU=93.9x.8x2,088.46x.62/748/.90= I Value Factor sq,ft. 0:62 7a8 Irrl.Eff Water Ilse ring IN fig 088.4 1 0.62 748 I -} I I 1 I I I I I I I I I 1 1 1 I I j ✓� j spring 20:68 0,8 744:1$21846 O,t32 78 0:9 11.34 Summer 57.29 8 2088.461 0.62 748 0.9 88.15 144.48 CCF per Year - I I57.29 0.8 744A821946 0.62 748 0.9 31.41 , Summer24.57 74 0,8� .8 2088.461 0.62 8 - _' _ _ --_i- i' r"' a,l �wnter 15.97 0 Project Total EAAWU- v j j _ l_ Fall• -Anter 15.97 0.8 744-1821946 0.62 748 01.9 8.76 TOTAL 144.so i I �r�: I =� i j :li i 1 11 I i i TOTAL 61.61 - 2,271.42 CCF per Year I i I I I I i I I i 1 ktx , , "� ! d S 27$'! Total TreeAnd Shrub 2272,75 T: - ri I I I I ■ �■ ■ sit -- Z•LAND9GAPE TIQ I1 - - " _ MAXIMUM ANNUAL APPLIED WATER USE _ >= ..___ - _- _.- ._.- - MAAWU=93.9 x.6 x 8,9212 x.62/748= - Total Tree And Shrub 12 0 - . I a .. I{ I "ce PobcJe I 1 r Landscape / Irrigation Specifications I. P' I% tLi.se B titer 1. � -- f � 4,173.53 CCF per Year She 1 Lond sea Met r i 1 . _ 1 1 'N ( _ This Projects cts EAAWU is less than the MAAWU j , ■ 2._ + S, f - _ / 2.0 Site and Soil Preparation: C. - - 1.0 General: repo µ• ro'e , LIJCL. l ' ' I ._..-. .. __... ..__ _. __; __ _. _. ..._, . r .. .....- , _ arcs.Road base material shall not be ..._.._ ._W_ _.-...- -.._. y __ .-.-.. .. I ri 1 a er than 2 inches in diem _ -� - - 1.01 Landscape work includes,but Is not limited to,removal of weeds,top soil installation,soil preparation,Installation of edging,installation of Irrigation 2.01 The top 8 Inches of soil shall be free of rocks,concrete,and foreign materials s I larger""' -"' ___.__.. .._._..._ .__ ___. ---__-__. _ _--._..- -----._. __-_-_ __ _____._ ...--- ___._ _-_.._.. !_. a and disposed of off site. s U) U) -ca_ ---, ;r---� - --____,\ � - - -----�- - -'---- -- ------- - - ,l '�';�"" � --- system,planting of trees,shrubs,and groundcover,final grading,weed control,dean-up,and regular maintenance during construction and the present in the top 24 inches of soil. Any soil mixed with mad base shall be removed from the planters p WATER CONSERVATION CONCEPT STATEMENT o _. _ -_ establishment period. -- -- ' �-"11- n i _ 2.02 Final grades shall be smooth and even,providing an attractive appearance.Concentrated flows of water shall not drain over walks.Contact i - - ---- - Uon or manner which ma ends er the health,aafet or welfare of the public now,or landscape architect if this appears unavoidable.Landscape materials shall not block or interfere with the free flow of drainage water. Project Site: City of Palm Desert,California Parcel#:30502 ,: -_-. ._ail_._. .. ._ __. ..__. _..._ _._..x. ... - ...: __ ...__ .�. a ;-- i -._.___ _- �� •• - Y" 1.02 No part of this work shall be petiorrned or installed in any Iota Y n9 Y, .P t.L, _.-\_ ST m the future Construction means,methods,techniques, tc ere the cote responsibility t the Contractor. Project Location. NEC Monterey Road and 35th Street t I �„ n ,m ode,toachni ue , e res li o �- - >: I n9 slope Y 9 9 9 p planting @ / 1 ! 2.03 Planting areas shall slo at 2%minimum awe from building foundations and footings.Positive drainage shall be provided in all Iantin areas.No /, I I I i I I I 1.03 The Contractor agrees that he/she shall assume sole and complete responsibility for job site conditions during the course of construction of this standing water shall be permitted.A maximum grade difference of 1/2 inch shall be allowed between sidewalks or curbs and the finish surface in planters. ��;J i' 61 X 10, PAD (Z `/ I project,including safety of all persons and property;that this requirement shall apply continuously and not be limited to normal working hours;and that the Landscape Architect: Robert Curley,Cummings Curley and Associates ` 'F j/ • > contractor shall defend,indemnify,and hold the Owner and Landscape Architect harmless from any and all liability,real or alleged,In connection with the 2.04 The planting soil mixture specified for the planters adjacent to the kohl's building shall be free of day and is to be composed of topsoil and additional Submitted with this Project: I ___._._____-__ 1 performance of work on this project,excepting for liability arising from the sole negligence of the Owner or Landscape Architect. amendments and backfilled to a depth of 24". ,�/, ; 1- . i 1. Maximum Annual Applied Water Allowance: _ •' I , Conventional Landscape:4,173.53 CCF/Year I.r yki� • , 1.04 The Contractor shall comply with all applicable rules,regulations,laws,and ordinances imposed by Authorities having Jurisdiction over this project // t,l /�/ ,IQ I I i a. I ells. 3.0 Planting: %///! I I 1 1.05 Contractor shall immediately give written notice to the Landscape Architect of conflict in any part of plans,notes,or specifications.Request 3.01 Rough grading shall be completed prior to the start of planting in any given area of the project site. 2. Estimated Annual Applied Water Use by Hydrozone //� G 1 RC-U I T G 1 TY lU clarification from Kohl's as appropriate. 1.06 Contractor shall field-verify existing conditions. 3.02 All plant materials shall conform to the requirements of the state agricultural code. LOW Plant Hydrozones: 1,049.05 CCF/Year !�j "i ' ® /' 1.08.1 "Existing conditions"for the work as specified herein are based on the work described in the Kohl's Consultant drawings,and on the assumption 3.03 Plants shalt be well branched and bushy with good color,plant size should be in proportion to the pot as described by the American Standard for Low/Moderate Plant Hydrozones: 171.20 CCF/Year //, , I 1 I , I ji, "ice, that the work described in these drawings will be completed as described. Nursery Stock. Plants delivered to the site that are yellow,sparse,burned,or barren will be rejected. Plant pots shall have soil to within 1 inch of the rim // -- - / r/ i I a.-_...__...;__ /�/, 1.06.2 Immediately report discrepancies or variances between the existing conditions and the Kohl's Consultant drawings in writing to the Kohl's and the plants shall be fully rooted In the container.Plant material with cracked or broken root-bails shall be removed from the site.All plants shall be high Moderate Plant Hydrozones:906.8 CCF/Year SHEET L2.7 g __� _. __.._. _ _ __.. __ ___._,...+ ,/ quality with securely attached d tag,have normal growth and should be free from disease,Insects,or Insect eggs. Plants shall conform with the t f, gagoXx/g, representative.H the Contractor begins work specified herein without the notification to the Kohl's representative,the Contractor thereby acknowledges h a sec ached t High Plant Hydrozones 144.48 CCF/Year 1 Q i o /// / I minimum standards of ANSI z60-the American Standard fox Nursery Stock. Trees may not have been topped(upright branches at top of may not be cut / acceptance of the site"As-Is"and shall perform the work shown on the drawings and specified herein In accordance with the accepted base bid. Estimated Annual Applied Water Use:2,271.53 CCFNear SHEET L2. 15 l l i I I 1 I ',, ; or pruned). r ,R% 1.07 Prior to construction,the Contractor shall be responsible for locating all underground utilities. 3.04 Plants shalt exceed the minimum size at planting requirements noted on the plans,regardless of the size of the container. No exceptions. Prepare 3. EATAWU (2,271.53)<MAAWA(4,173.53) ",'j j %1 1.07.1 Existing utility lines to be removed which may not be shown on Kohl's Consultant drawings are presumed to be present within the Site,Contractor bids based on the plant size,not the container size. A larger container size plant may be required to meet the plant size minimums. No coat adjustments ,j r ' j shall not proceed with such utility lines removal without Kohl's Consultant approval.Contractor shall contact Kohl's Consultant immediately upon discovery will be allowed for use of larger container plants. Measurements ehail be made wffh the plant in a natural,unsupported positbn. 1 ' I I I �fj,, of an unidentified underground utility piping.Kohl's Consultant will then direct the Contractor as to the appropriate action to be taken. 4. Landscape Design Plan '/%i ! ( 1 I I ' ' I ( y / 1,I .05 Plants specified as" aill or"box"on the plans shalt conform to the ANSI z60,American Standard for Nursery Stock requirements for sizes with / !/ rtenan i hich occur as a result of the land construction equivalent numbers(#1,#5,#15,#24,etc„)as if specified as such on the plane.Thus a plant labeled as"5 gallon"size on the plans must be equivalent to / ,.,-. .. / , 1.OS Contractor shall avoid dams e to uUilties,swctures,site a u teen a c.,w scope 5. Irri atlOn D@Sign plan /, r, „/i, //r/ ri/ I 9 Pp 9 ,,;.� /i -� v >, Orr/ /, // / // / / ,, ,.,,; :,,..,, rd for Nu took/01�� ":' � , ' ,�' .�, �'' in the American Stands sae S i a#b container size nt as described /ii" / f ., . .�! .,u // ✓� � / ;�>' / Pia ry , / - ; G// / r / / /11 / - / ai. �,/� ,i�// �///�/i; ,� /, // / �///'/ //,�' � � verifying in all quantities shown on these lane before ridn the work. An difference in quantities shall ,,,; ,./�j. /, / �/%/�, / ��� ,r �/%/� / ; / ./ •!/: ' / / / _-1�_____ �/ �' ,' '/� 1.09 The Landscape Contractor t8 responsible for ve ty g q P P 9 Y q Description of Project: i. ,/'/ � 'i ///, i / / / /� /// � / o�/ / /, // // ��� fee-�aSteP Ile / /� / P 1 �, /i/, //,� / See Master Site /, ///// // %/ / // /,/ Architect for clarification, t otball r ANSI z60 American Standard for Nurse Stock,Tree heights shall be measured /, / .///, / / ,/ � /� / �� o/✓� ��//!,// � ,/%� ,! ', , / - be brought to the attention of Kohl's Landscape 3.08 Tree calipers shall be measured 6 Inches above the per Nursery 9 '� / � /�/ / / ' / .� , " __ / , i'� ��l a Kohl's landscape design department,282-703.8885 or from top of rootball to top of highest branch. Palm brown trunk heights shall be measured from the top of the root ball to the base of the heart leaf(the This landscape design groups plants with similar water needs together.The irrigation system is designed to ,, „„ „, / , , 1.10 All substitutions shall be requested in writing and shall be approved by the Ko pe g ap , / , , / / /0/ //, of , ,i, ,/ ,, /„ , ,/ Innermost lea er ANSI z60. t all zon throw h the use of ressure con ensatl ubblers and drip irrigation s stems. /!// �/ //%' i/ / / / ;'%/%/"//'//%//D / o -/ ,/ %/ / '%/i /////%//// /// it; ,,/./; i 'i / ,/ /,„,/, ,, // / -, ///, // ohn.henderson@kohis.com effl n @S -- ,/ //� //� //. /i/ / // ///// / / // / // // / ,. /,. // i;///.,ji/,/_/,�, ,/ // ,, Y 9 9 P P PY ,,, j 0 P tie tl tin a @ / // rl� �/ // i /'/ /r ' ' f / '' %" i /'�''f / ' / ' ./�l /,/�'' / f i/ ' /// //i '% / / 1.11 If any areas which appear to need landscape Installation,but are not shown as landscaped on the plans,notify Kohl's landscape design department 3.07 Trees shall be planted 4 0 or more from hardscapes,such as sidewalks,foundations,curbs,patios,etc. Where this is not possible,a 10 foot long by j I immediately. 18 Inch deep root barrier sheet shall be Installed along the edge of the hardacape,centered on the tree trunk. Root barrier to be Shawtown Industries 1.12 All registered chemicals used on this project shall be handled and applied in accordance with all applicable laws,Ades,and regulations. #SM-18. f-=� = 3.08 Trees shall not be planted within 4V"of buried utility lines,relocate trees slightly,If not possible notify landscape architect, r,.._ i _ ,> ' M 0 N T E R E Y AVENUE I 1.13 Clean-up the site at completion of this work,leave the site in an attractive condition. 1.14 Upon completion of installation the contractor shall Issue a Certificate of Completion stating the project name and the following: "I,(state licensed 3.09 A vertical clearance of 114 inches is required above all disabled accessible parking spaces,a vertical clearance of 80 Inches is required above all Date:January 22,2007 repared By: contractor's name)hereby certify,under penalty of perjury,that the installation of landscape and irrigation for the above project is complete and conforms walkways.Trim trees to remove all limbs within these areas for ADA compliance. /'' •_ - - - - - - - - - - - J with the city and owner approved plans and specifications,with the exception of the following deviations(list approved deviations,and who approved them)," The certificate shall be signed by the Contractor's license holder. 3.10 Backflll for palms shall be dean piaster sand and shall beat least a 6 Inches wide band completely around the rootball, Sand backflll is required for G both bare-root and boxed palms.(Required if palms are planted) • 1.15 Prior to starting Installation the contractor shall confirm that the construction set of plans are signed or stamped for approval by the city. Notify the 3.11 Do not plant groundcover or plants(except turf)at the bottom of swales where concentrated water flow occurs.Leave a minimum 24 Inch wide path CVWD SIGNATURE BLOCK AREA landscape architect or Kohl's Immediately If a city approval stamp or signature Is not visible on the drawings. for unobstructed flow of water.When violas are seeded,install jute erosion control fabric(or equivalent).Trench in the first up hill edge of mat,overlap 8 Inches of each additional roll of mat and stake every 24 Inches.When swafes are sodded,stake in place with wood sod stakes. These plans have been reviewed by the Coachella Valley Water District in L16 The contractor shall contact the landscape architect or Kohl's by phone 48 hours prior to starting work and verify that the plans In the contractor's possession are the most current plans available and are the approved plan set for use In construction. n tr'r /Zo� accordance with Water Code Title 7,Division 1,Chapter 3,Article design !/•O U Section 65597 et seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). *Approval of this drawing by CVWD staff does not constitute approval to ®D@Q� encroach into district and USBR Rights-of-Way. Trees,plants,walls,and Va permanent structures of any kind may not be planted or installed in CVWD SCSIe: r �Or _ ,,% -?°� ,��-,I and USBR easements or right-of--way without first obtaining an E I ASE 11 tonal KOHL'S RT NOTE: NO CONFLICTING UNDERGROUND OR Nola, encroachment permit from CVWD. ` ` OVERHEAD UTITIES WITHIN PROJECT AREA. DESERT GATEWAY m OVERALL IRRIGATION PLAN 0 30 68 120 FT. III DATE WATER MANAGEMENT SUPERVISOR CVWD PLAN# . DEVELOPMENT SERVICES SUPERVISOR 0 O ENGINEER'S NOTE TO CONTRACTOR: TXIHSIRUCTiON acEEs THAT NNE No. DATE REVISIONS A d �o ,ANDSCgpF PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAPING N0. N Underground Service alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION COWMTOR WILL BE REQUIRED M Assu 03.23.07 2ND PLAN CHECK i cur ley R� 1, t m COMPLETE RESPONSI81MY FOR THE JOB STtE CONDMONS DURING THE COURSE OF CMSTRUCTIONOF THE PROJECT, INCLUDING 5� �' o tin - I- � i LOCATION: NO. 155 RC .o ekFORE TOG SAFEiY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE M APPLY CONTINUOUSLY AND NOT BE �,���` u n 2.5" BRONZE DISK STAMPED LS 4146 BM LZO v y o c Ca(l. TOLL FREE LIMITED TO r WORIONG HOURS,AND CONSRUCnON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD � a �w�k VP c DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABLRY,REAL OF ALLEGED. IN CONNECTION Will THE PERFORMANCE OF Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II o 1 -800DR WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering Land Surveying • Land Plonntng THE E0901i:E AND LOCATION OF ANY UNDERGROUND URLMES OR STRLMRES SHOYM IN THESE PLANS WERE OBTAINED BY A GERALD FORD DR. AT THE EAST B.C.R. F: SEARCH OF AVNLABIE RE(X)RDS. TO THE 86T OF OUR IWOWIEDGE,THERE ARE NO DfLSTING tRiLiRES D(CEPT TlIOSE SHOWN 800 S. ROCHESTER AVENUE, SUITE 4c EAST ON MONTEREY AVE. 2.0' E'LY OF DA- O O ON THESE PLMNS. THE CONTRACTOR LS REQUIRED TO TAKE ALL PRECAUtiONSRY MEASURES TO PROTECT THE URLTRFsSHOWN, * ONTARIO, CA 9t761 (909) 230-5241, FAx (sos) 23o-524s C U M M I N G S CURL E Y ANCASS0 CI A T E S, i N C Irrination Plan a AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 31-07 L A A o E a w e A P c r, , F NI e T 1 B.C.R.IiR r_ 776 EAST GREEN STREET,SUITE 240,PASADENA,CAUFORNIA 91 I01 CHECKED BY: ORTH EAST CORNER OF W.WTE TWO WORKING DAYS s �P TEL.626.683.8182 MONTEREY AVENUE AND 35th STREET o BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN AQ;COR MM WITH ArF of CAT %f CA 3583 AZ 30100 Ur 377204 NM 31 2 NV 578 CLAR5 310 ELEV.: 316.435 (NGVD29) W GENERALLY ACCEPTED CONSTRUCTION PRACTICES. CONSTRUCTION CONTRACTOR WILL BE REQUIRED M ASSUME SOLE AND COMPLETE RESPONSIBILiT1'FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSMIX rOW THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX i -.< ,. - - - -- -. - r .a► . �R i I GATEWAY DRIVE p NOTE: KOHL'S PARCEL P.O.0 LOCATION, — ------------- -- ----- — ---- — — — I \ _ i 4 ' ' 'i 2.1 7177 -J/ / -� - / I �\ \� I - f r � I I v Q „ ' -T i 1 A I ----- 9.0 i it 19 B-T \_� \ - 213 Q 2.7 �,■D-P (� \� 3B • t� On \ - �■ �' - ' 4B 9.0 D-T J ' � 2\� I , - Oman + ) - `; N I I % I a i I . -- co NOTE. REMAINING PARCEL SITE .O.0 ` _ — ' — O LOCATION, SEE SHEET L2. / L2.1 •• \' SEEL2 . 3/2 . 11 - IRRIGATION NOTES IRRIGATION LEGEND --- -- - - - - - _ VERIFICATION: CHECK VALVES - SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS Prior to planting,installer shall test irrigation system and provide check valves at the base of The system is based on a 80p.s.i. and 40 g.p.m. minimum available at the discharge any heads that display low end drainage. These shall be included in the contractors price and ® Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as per Detail 9 outlet of the meter or other point of connection. The contractor shall verify the same shall be added as directed by the Landscape Architect and provide the owner with a complete O at the award of the contract. The contractor shall notify the Landscape Architect project with no additional cost to the owner. Rain Bird Xeri-Bug PC-10-1032/PFR-FRA24 Emittier Mounted on FRA2d 30 10.0 GPH Install as per Detail 8,See Emitter Schedule for Qty. 1 - immediately if the data is significantly different and would adversely affect the operation GUARANTEE Meter/POC As Specified by CVWD-100 PSI Available, Contractor to Verify Prior to Installation - of the system. Such notice shall be in writing and shall occur within 5 days of contract The contractor shall guarantee the irrigation system and all its components for the period of _ DQ TBS RP Backfiow as Specified by CVWD By CVWD - award for projects anticipated to take two weeks or longer or 72 hours prior to commencement one year after final acceptance by the Landscape Architect. The contractor shall be responsible Rain Bird GB Series Remote Control Valve w/PRS-D Install as per Detail 4 for projects anticipated to take two weeks or less. for all materials and labor associated with the guarantee, including but not limited to the for Flows less than 5 GPM, Install Rain Bird RBY-150C-LSS Upstream from Valve SCHEMATIC loss of plant material or damage to structures due to the failure of the irrigation system. Rain Bird RAIN BIRD XCZ-100-B-COM Install as per Detail, See Below for Specifications The system features are shown schematically for graphic clarity: install all piping and - 0 Aqua Conserve ET-24SP-1 Controller, Pedestal Mount Install as per Detail 1 valves in common trenches(the minimum cover noted in the legend is required for the upper © Aqua Conserve ET-32SP-1 Controller, Pedestal Mount Install as per Detail 1 most line)where feasible and inside planting areas. Valves and main lines shall be located The co NG H in planter areas. The contractor shall be responsible for providing adequately sized sleeving for all irrigation. Red&White Valve Co. 5044F Full Port Brass Ball Valve Install as per Detail 2 ® Rain Bird Rain Bird 33DRC Quick-Coupling Vavle Install as per Detail 3 lighting, and other landscape components. The drawings are intended to be a guide only. Sleeves - shall be clearly marked during construction and shall occur under all paved areas and shall CODES Pacific Plastics-Lateral Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2"and Larger Install as per Detail 11 The irrigation system and all other mechanical, electrical, and structural systems shall be extend 1'minimum beyond all paving. % /%�.\ __- Ean°ts�'�E Pacific Plastics-Mainline Schedule 40 PVC Pipe 1-1/2"And Smaller,Class 315 2"and Larger Install as per Detail 11 installed in accordance with all federal, state, and local codes and manufacture specifications %'' ' �— •: _= Pacific Plastics-Sleeve Schedule 40 PVC Pipe Twice Pipe/WIre Bundle Size Install as per Detail 11 recommendations and requirements. Notify the Landscape Architect immediately In writing prior , ELECTRICAL SERVICE Drip Circuit-Trees Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 to signing a contract with the owner of any conflicts. Conflicts noted after signing or after North All exposed 110V wires shall be placed in rigid metal conduit and hard wired directly to 110V �, I the commencement of work shall be the sole responsibility of the contractor. Drip Circuit-Palms Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 _ service. All exposed low voltage wire for irrigation and lighting shall also be placed in ,.SEESHEET I.Y2f1 / / SEESHEETU 2 rigid metal conduit. . Drip Zone-Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 - HEAD ALLOWANCE ' The contractor is required to provide the owner with a complete project. He/she shall install any EMITTER SCHEDULE STATION NUMBER additional heads, nozzle changes, valves, irrigation lines, wire, etc. as necessary to accommodate P' 17 QTY PLANT MATRIAL EMITTER TYPE any necessary field changes. The contractor shall make all needed changes as directed by the - 77 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-10321 PFR-FRA24 1.0 GPH Landscape Architect and provide the owner with a complete project at no additional cost to the - - :SCiBIe. '� 2� owner, The contractor is to also notify the Landscape Architect should an major changes are 2 Moderate Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 6.7 VALVE GPM fY p Y 1 9 _ w 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-10-1032/PFR-FRA24" 10.0 GPH VALVE SIZE1" neccessary in the field prior to installation. y M "EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-#X' INDICATES DRIP ZONE VALVE- ag 0 10 20 40 FT. ' i y l VALVE �- D-T INDICATES TREE DRIPVA p N j DRIP IRRIGATION LATERAL PIPE SIZING CHART 'D-P' INDICATES PALM DRIP VALVE IT L ht 1 CONTRACTOR TO VERIFY PRIOR TO INSTALLATION 'B-T' INDICATES TREE BUBBLERS VALVE __ \9 SHEET CVWD SIGNATURE BLOCK AREA I ' GPM PIPE SIZE n These plans have been reviewed by the Coachella Valley Water District In 0-5 1/2"CLASS 315 PLASTIC PIPE accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, 5-9 3/4"CLASS 315 PLASTIC PIPE + � Section 65597 at seq.requiring efficient landscape and Irrigation design in " 9+ 1"CLASS 315 PLASTIC PIPE cooperation with the Iota{governing agency(City or County). NOTE: N O CONFLICTING UNDERGROUND O R 1ao�r�R�\��F 1.,��.�:�E,A�� � *Approval of this drawing by CVWD staff does not constitute approval to NOTE:SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE IN PLANTING AREA. �O� Q� encroach into district and USBR Rights-of-Way. Trees,plants,walls,and CONTROLLER PEDESTAL: (1)HIT DW SS IM40 OPT RD-MV-FS200P MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL OVERHEAD UT I T I E S WITHIN PROJECT AREA permanent structures of any kind may not ou planted ai installed in CVWD Contact HIGH TECH IRRIGATION Inc. 760-773-9224 BE PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE Key � and USBR easements or right-of--way without first obtaining an INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE. encroachment permit from CVWD. r DATE WATER MANAGEMENT SUPERVISOR DESERT GATEWAY LANDSCAPE IRRIGATION PLAN TREES and PALMS CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR to ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN Accommm wIrNN No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING N0. N Underground Service AlertpNDSCgp 9 GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK ���° Curie �qR � ._..e � COMPLETE RESPONSIBILITY FOR THE JOB SiTE CONDITIONS WRING THE COURSE OF CONSiRUCTiONOF THE PROJECT, INCLUDING y� y o �'6, .. 1 LOCATION: NO. 155 RC L2.1 EfORE ySAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE � e� er » oCall: s o 2.5 BRONZE DISK STAMPED LS 4146 BM TOLL FREE LIMITED TO NORMAL woRIaNG HOURS, AND cONSRucrION CONTRACTOR FURTHER AGREES To DEFEND, INDEMNIFY AND HOLD o t d+ + DESIGN PROFESSIONAL HARMLESS FROM MY AND ALL LIABILITY, REAL OF ALLEGED. It CONNECTION WiTH THE PERFORMANCE OF � w Development Resource Consultants, Inc, 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II o 1 —800 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGUGENCE OF DESIGN PROFESSIONAL civil Engineering • Land Surveying . Land Planning GERALD FORD DR. AT THE EAST B.C.R. THE EXISTENCE ARID LOCATION OF ANY UNDERGROUND LMUTIES OR SIRUCiLIRES SHOWN IN THESE PLANS WERE OBTAINED BY A ,r 800 S. ROCNESTER AVENUE, SUITE 4C E SEARCH OF AVAILABLE RECORDS, TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN EAST ON MONTEREY AVE. 2.0' E•LY OF DA* •,�,,, * D � � � ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C � MMINGS CU R L E Y ANDA SS O C I A T E S, I N C Irri Ilion Plan 2 2 2 6 O ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, L A N O 8 C A P E A R C H 1 T 6 C 'r 9 B.C.R. g AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 2.31-07 776 EAST GREEN STREET,SUITE 240,PASADENA,CALIFORNIA 91 101 ® NORTH EAST CORNER OF ,.,�" CHECKED BY: MONTEREY AVENUE AND 35th STREET g TWO WORKING DAYS > TEL.6215.683,8182 ELEV.: 316.435 (NGVD29) UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH qr a CA 3583 AZ 30100 Ur 377204 NM 31 2 NV B78 CLARB 319 BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSBIUtY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF THE PROJECT, INCLUDING of cAL�F RC W.O. U01-230 FOR: XX F.B. XX E I I IRRIGATION LEGEND GA� EWAY DRIVE I SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS • i I ® Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as per Detail 9 ...-.___..._. ____----------.._..._.__---__-_ ---.--_---._-----..____..__—. --_--._..-------------------... _�--_---_--..-----------___— -------____--------._..._-- — --_..._._-----------..___.-- -------_.._--_-.. I_--_- Rain i Xen-B P 1 1 2/PFR-FRA24 Emittier Mounted on F 4 30 10.0 PH Install a r Detail 8, See Emitter Schedule for Qty. I � Bird ug C- 0- 03 d RA2 G s pe Meter/POC As Specified by CVWD- 100 PSI Available, Contractor to Verify Prior to Installation - r TBS RP Backfiow as Specified by CVWD By CVWD �` -- r 3"3" ��'U _ „;5 I Rain Bird GB Series Remote Control Valve w/PRS-D Install as per Detail 4 41s�� 'lay4 j-4 \. ,� /1 ® S for Flows less than 5 GPM, Install Rain Bird RBY-15OC-LSS Upstream from Valve 4" 4" } ..- 4 Rain Bird RAIN BIRD XCZ-100-B-COM Install as per Detail, See Below for Specifications _ z.z Q Aqua Conserve ET-24SP-1 Controller, Pedestal Mount Install as per Detail 1 y »,. \� 2 1 \ ——————— I © Aqua Conserve ET-32SP-1 Controller, Pedestal Mount Install as per Detail 1 \ N Red &White Valve Co. 5044F Full Port Brass Ball Valve Install as per Detail 2 i i Rain Bird Rain Bird 33DRC Quick-Coupling Vavle Install as per Detail 3 Pacific Plastics-Lateral Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2"and Larger Install as per Detail 11 - Q Pacific Plastics-Mainline Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2"and Larger Install as per Detail 11 Pacific Plastics-Sleeve Schedule 40 PVC Pipe Twice Pipe/Wire Bundle Size Install as per Detail 11 Drip Circuit-Trees Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 2rr Drip Circuit-Palms Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 i ■ « -�\ Drip Zone-Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser - Install as per Detail 8 EMITTER SCHEDULE STATION NUMBER 2A -� Locate Pedestal QTY PLANT MATRIAL EMITTER TYPE Mount Irrigation ' "2 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032!PFR-FRA24 1.0 GPH 2 ■ D_2 ` 2 Moderate Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 6.7 VALVE GPM Controller - 2 Trees/Palms RAIN BiRD XERI-BUG EMITTER PC-10-1032/PFR-FRA24* 10.0 GPH VALVE SIZE1u I "EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-#X' INDICATES DRIP ZONE VALVE I D-T INDICATES TREE DRIP VALVE DRIP IRRIGATION LATERAL PIPE SIZING CHART 'D-P' INDICATES PALM DRIP VALVE CONTRACTOR TO VERIFY PRIOR TO INSTALLATION 'B-T' INDICATES TREE BUBBLERS VALVE GPM PIPE SIZE 0-5 1/2"CLASS 315 PLASTIC PIPE 5-9 3/4"CLASS 315 PLASTIC PIPE j i 1 9+ 1"CLASS 315 PLASTIC PIPE NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE IN PLANTING AREA. - LO MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL CONTROLLER PEDESTAL: (1)HIT DW SS IM40 OPT RD-MV-FS200P BE PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE _ • \, ' Contact HIGH TECH IRRIGATION Inc. 760-773-9224 INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE. NOTE: KOHL'S PARCEL P.O.0 LOCATION, --- j SEE SHEET L2.4 / L2Y 12 3A �, �� ------- - - B-T , -r • I ----- 4A — ---------- - 6.0 _ ------ -----— D-T , I _._. 2n SEE SHEET L2 . 4/ �' -7 NOTE: NO CONFLICTING UNDERGROUND OR OVERHEAD UTITIES WITHIN PROJECT AREA. r -4 �LnTEOlR9'�RR/E"•� / __.__'�vn'�\, i//�;% North y AOLLrf SEE SHEET a.=Ai / AEA SH ES L2 2 = os� SE YY I II 1 SHEET LO ° P Scale: T 20' • it _u wN I Id1 I' ! �nwe 0 10 20 40 FT. T SHEET - CVWD SIGNATURE BLOCK AREA uanarr ! '' These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 at seq.requiring efficient landscape and irrigation design in ` cooperation with the local governing agency(City or County). 1°VIERCYF.Vc "°"'`""n°" *Approval of this drawing by CVWD staff does not constitute approval to ® encroach into district and USBR Rights-of-Way. Trees,plants,walls,and JM O� Q permanent structures of any kind may not be planted or installed In CVWD KOHL'S Key Map and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. DESERT GATEWAY PHASE 11 f�w 5 M DATE WATER MANAGEMENT SUPERVISOR DESERT GATEWAY LANDSCAPE IRRIGATION PLAN TREES and PALMS CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR L ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d �ANos�gp PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY- APPROVED BY: CITY OF PALM DESERT DRAWING NO. N 1 Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK e�° cur leCOMPLETE F 8�f ORE y0 SAFETY PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL BE MADE APPLY CONTINUOUSLY AND NOT �`5�� y cy'� � t ''a FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE i LOCATION: NO. 155 Rc L2.2 N Call: TOLL FREE �TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY MID HOLD ��' `�,`�� 2.5" BRONZE DISK STAMPED LS 4146 BMa�i oP c+ DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UUBILITY,REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF w Development Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: 0 1 —8 O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering Y Land Surveying • Land Planning DESERT GATEWAY PHASE ti o THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN N THESE PUNS WERE OBTAINED BY A r 600 S. ROCHESTER AVENUE suirE ac 5 GERALD FORD DR. AT THE EAST B.C.R. —2 6 0 SFaRCH OF AYAILABLF RECORDS. TO THE BEST OF OUR IwoWLEDCE,THERE ARE No EXLSTING u11L1ITEs EXCEPT THOSE SHOWN a -qi DRC ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N S C U R L E Y AND A S S 0 C I A T E S, I N C EAST ON MONTEREY AVE. 2.0 E LY OF DA ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, L A N o s c A P c M A c ri A E c r s B.C.R. Irrigation Plan 00 AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31-07 776 EAST GREEN STREET,SUITE 240,PASADENA,CAUFORNIA 91101ORTH EAST CORNER OF TWO WORKING DAYS .YnTE P CHECKED BY: c UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDMICE WITH rq �� TEL.626.683.8182 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND 35th STREET o BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND TF OF CA%.1F0� CA 3583 Az 30l00 ur 377Z04 NM 31 2 NV 576 ClAR6 319 01 COMPLETE RESPONSIBILITY FOR THE JOB SHE CONDITIONS DURING THE COURSE OF�THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX '0 .ca to I I I I P' w -SEE SHEET L2 . 1 /2 . 9 NOTE: z z KOHL'S PARCEL P.O.0 LOCATION, SEE SHEET L2.4 / L2.12 SEE KOHL'S PARCEL FOR LANDSCAPE & IRRIGATION PLANS 'Err t fir, �GC3s7 3;? c ll� fi ", Ll 4 1V L------- Bill N5) 7.5 61 CN 1 ---- ---- �� 1_ �`� �Cy S 1.1J• • ,� �.�' / t �.,r/.... / �.1` ', _ _--_ -_ __L , a.. �-�-4 __ ----___ ---._-___.--.___ —...._._ _—_ ___--_ _._._ ...._. 5 1:'2.8 -_ _ _.._ _ __•.._ ..._ Fr li AB I- D— A .� ''--� r_. /_� n�A.. - ; 4 x )T P S TOST P T_ it • - 4 - i � - ---- i ------- -- --- 4 - — --- -- -- -_—— t LL —---- Q 813 s`" ----- -- 10.3 4`. 4 -- 1r�3• 3- --- -- --- ---- , f ---"------ -- i ---- ---..--- , - I I U) a _ _ I i i • l 7. �) n i r NOTE: r y r - REMAINING PARCEL SITE P.O.0 ---- — - ----- -------- LOCATION SEE SHEET L2.7 / 1-2. 1E"' • • T _ I I _ 4 Ixl I - ? L2m5 n -------- IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION P.S.I. _GJP-.M. —- -- COMMENTS Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as per Detail 9 O Rain Bird Xeri-Bug PC-10-1032/PFR-FRA24 Emittier Mounted on FRA24 30 10.0 GPH Install as per Detail 8, See Emitter Schedule for Qty. Meter/POC As Specified by CVWD-100 PSI Available, Contractor to Verify Prior to Installation - --�tP Backflow as Specified b CVWD -- -- ---__---- - - � CVWD ---- _- -- ----------- -- - -- -- _ - ---- -- --- -CBS - - - --- p Y y - r9 Rain Bird GB Series Remote Control Valve w/PRS-D install as per Detail 4 for Flows less than 5 GPM, Install Rain Bird RBY-150C-LSS Upstream from Valve - Rain Bird RAIN BIRD XCZ-100-B-COM Install as per Detail,See Below for Specifications Aqua Conserve ET-24SP-1 Controller, Pedestal Mount Install as per Detail 1 © Aqua Conserve ET-32SP-1 Controller, Pedestal Mount Install as per Detail 1 N Red&White Valve Co. 5044F Full Port Brass Ball Valve Install as per Detail 2 Q� Rain Bird Rain Bird 33DRC Quick-Coupling Vavle Install as per Detail 3 Pacific Plastics-Lateral Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2"and Larger Install as per Detail 11 Pacific Plastics-Mainline Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2"and Larger Install as per Detail 11 Pacific Plastics-Sleeve Schedule 40 PVC Pipe Twice Pipe/Wire Bundle Size Install as per Detail 11 M ORI MIT Drip Circuit-Trees Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 -" North / Drip Circuit-Palms Schedule 40 Backbone w/Class 315 Laterals,RB-PFR-FRA24 Riser Install as per Detail 8 Drip Zone-Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser install as per Detail 8 to - • EEEWEETlt M11 *EE WEET 2 - EMITTER SCHEDULE STATION NUMBER QTY PLANT MATRiAL EMITTER TYPE y 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH f 2 Moderate Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 6.7 VALVE GPM - c 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-10-1032/PFR-FRA24 10.0 GPH VALVE SIZ 1 - _ _ *EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-#X' INDICATES DRIP ZONE VALVE - wn Ste: r zol .t D-T INDICATES TREE DRIP VALVE — LLy DRIP IRRIGATION LATERAL PIPE SIZING CHART 'D-P' INDICATES PALM DRIP VALVE ° - Qj :l �(Il;lli�l CONTRACTOR TO VERIFY PRIOR TO INSTALLATION 'B-T' INDICATES TREE BUBBLERS VALVE Pil , GPM PIPE SIZE �{! ;I,� ,a , o 10 20 40 Fr. 0-5 1/2"CLASS 315 PLASTIC PIPE z 6 5-9 3/4"CLASS 315 PLASTIC PIPE _ - - CVWD SIGNATURE BLOCK AREA 9+ 1"CLASS 315 PLASTIC PIPE These plans have been reviewed by the Coachella Valley Water District In NOTE:SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE IN PLANTING AREA. accordance with Water Code Title 7,Division 1 Chapter 3 Article 10.8, hft♦ p , „ Section 65597 at seq.requiring efficient landscape and Irrigation design in CONTROLLER PEDESTAL: (1)HIT DW SS IM40 OPT RD-MV-FS200P MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL cooperation with the local governing agency(City or County). Contact HIGH TECH IRRIGATION Inc.760-773-9224 PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE IN NOTE: NO CONFLICTING UNDERGROUND OR WNTEREYME. N.°'NTERE1AVE *Approval of this drawing by CVWD staff does not constitute approval to INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE. encroach into district and USSR Rights-of-Way. Trees,plants,walls,and OVERHEAD UT I T I E S WITHIN PROJECT AREA. �o��o� permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an Key Map encroachment permit from CVWD. DESERT - DATE WATER MANAGEMENT SUPERVISOR DESERT GATEWAY LANDSCAPE IRRIGATION PLAN TREES and CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR Underground Service Alert ENGINEER'S NOTE TO CONTRACTOR: woRucnoN ewiRacm AGREES THAT IN ACCORDaMcE wITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: o g GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK ��a ,ANDSCgpF BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING No. co cli FORE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONS�UCDOIWF THE PROJECT, INCLUDING �� cur Iey q o g ., _ LOCATION' NO. 155 9E YO SAFELY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �`' ° ' • o ° Calk TOLL FREE -� "� RC L2.3 ., o uMnm ro NorAl woRlaNc HouRs, AND coNSRucTwN coNTRACTDR FURiHtR AGREEs iD DEFEND, INDEMNIFr AND HolO - s 2.5" BRONZE DISK STAMPED LS 4146 BM DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UABlU1Y, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF Development Resource Consultants Inc, , 1 —800 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL-'� N i 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: o THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN DI THESE PLANS WERL OBTAINED BY A civil Engineering - Land Surveying - Land Planning � DESERT GATEWAY PHASE II -- � " � . GERALD FORD DR. AT THE EAST B.C.R. - o 2 2 7—2 6 O 0 SEARCH OF AVAILABLE RECORDS. To THE 80 OF OUR KNOWLEDGE,THERE ARE NO EXISTING UiIUiIES EXCEPT THOSE SHOWN •ter DRC 800 S.O,OCA ESTER (EN 23SUITE �FAx (sos) 2so-etas EAST ON MONTEREY AVE. 2.0' E'LY OF DA \\\\ ON THESE PLANS THE CONTRACTOR S REQUIRED TO rAl�ALL PRECAUf10HSRY MEASURES TO PROTECT THE UTILITIES SHOWN, C U M M I N G S C U R L E Y AND A S S O C I A T E S, I N C B.C R. Irrigation PlanAND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12 1-07 L N o s c s. P E sa a e r, 1 E c r a QTWO WORKING DA co YS E�,.A,E 776 EAST GREEN STREET,SuRE 240,PASADENA,CAUFORNIA 911OIBEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH r �� TEL.626.683.8182 CHECKED BY: ORTH EAST CORNER OF C GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REWIRED TO ASSUME SOLE AND TE OF CAL%F� CA 3583 Az 30100 ur 377204 NM 312 Nv 578 CLARB 319 ELEV.' 316.435 (NGVD29) MONTEREY AVENUE AND 35th STREET o COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCITONOF THE PROJECT, INCII)DN 07 RC W.O. U01-230 FOR: XX F.B. XX M E .a In t l+ it EE SHEET , "'7777 '41 ALM i - I i I 1 i »p ' j I IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS h ?' Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as per Detail 9 US Rain Bird Xeri-Bug PC-10-1032/PFR-FRA24 Emittier Mounted on FRA24 30 10.0 GPH Install as per Detail 8, See Emitter Schedule for Qty. i Uzi. I C 3 C 3 ..._. i T Meter/POC As Specified by CVWD- 100 PSI Available, Contractor to Verify Prior to Installation - — - - 7 I ,zi %�//. 1��/�/ --" DQ TBS RP Backflow as Specified by CVWD By CVWD ----- -- -- f - - Rain Bird GB Series Remote Control Valve w/PRS-D Install as per Detail 4 10A - - 9A I 8A �� \� t I for Flows less than 5 GPM, Install Rain Bird RBY-15OC-LSS Upstream from Valve ' 22.0 � \,Y�' 1 • ' II ' i , Rain Bird RAIN BiRD XCZ-100-B-COM Install as per Detail, See Below for Specifications 25.0 - - 10.1 - --- - 0 Aqua Conserve ET-24SP-1 Controller, Pedestal Mount Install as per Detail 1 g T all�� i - --_-_-___- -.: ' , -----------_-__- --.__. _;__, r� � � ��� r ! B T- 2 P-1 , Pedestal Mount Install as per Detail 1 -� .- . � Aqua C E 3 S I - — — ---- - _-_ 2" ! ! I N Red&White Valve Co. 5044E Full Port Brass Ball Valve Install as per Detail 2 - ® Rain Bird Rain Bird 33DRC Quick-Coupling Vavle Install as per Detail 3 STO 2 4 ST P r f /-. �._ 1" 3" 4 3 1 ,`� / ! Pacific Plastics-Lateral Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2"and Larger Install as per Detail 11 �.i i ` E I it 1 Pacific Plastics- Mainline Schedule 40 PVC Pipe 1-1/2 And Smaller, Class 315 2 and Larger Instal as per Detail 1 P 9 P Pacific Plastics-Sleeve Schedule 40 PVC Pipe Twice Pi e/Wire Bundle Size Install as per Detail 11 cj:) : P - Drip Circuit-Trees Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 -- - ---- /� �• •� Drip Circuit-Palms Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 Drip Zone-Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 ----- — — - _--- ------- \ — ------�_. —.—-- —I— ._— --- I a 16 z - '" EMITTER SCHEDULE " "" ( STATION NUMBER - - "�-----�-- --- -------- �'��_ ! QTY PLANT MATRIAL EMITTER TYPE �■■r■� X I EMITTER XB 1 P 1 2 PFR-FRA24 1.0 GP Locate POC/Bac ow 5A - - - " 1 Cactus/Low Category Shrubs RAIN BIRD ER BUG EM 0 C 03 / 2 - --- --- --I--- - ------ - -- ------ --- � i I Moderate Ca RAIN BIRD XERI-BUG EMITTER XB-10PC-1032i PFR-FRA2 1 0 PH 6 7 VALVE GPM 2.0 �1,r ! I Trees/Palms Sh SIN BIRD XERI-BUG EMITTER PC-10-1032/PFR-FRA24" 410.0 GPHSIZE1" k oh l 2" Landscape ter Q ��,� %i- 2 - �_. � ; I VALVE - With 2" RP Back flow D-P "EQUIP EACH EMITTER WITH APC-DIFFUSER 'D-#X' INDICATES DRIP ZONE VALV t f K%OHL5 2 " LANP50A PE METER 6QPKILOON 'D- ' INDICATES TREE DRiP VALVE LATERAL PIPE SIZING CHART D-P INDICATES PALM DRIP VALVE Installed lled b C.V. .D. --~- S a CONTRACTOR TO VERIFY PRIOR TO INSTALLATION 'B-T' INDICATES TREE BUBBLERS VALVE GPM PIPE SIZE R' 3 '� )" l�to •� 0-5 1/2"CLASS 315 PLASTIC PIPE - - _ " - I 1� E 4 4 11 _ % N'� 1 5-9 3/4 CLASS 315 PLASTIC PIPE >> 4 -- - -v-- ' I 9 + 1"CLASS 315 PLASTIC PIPE 1 NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE IN PLANTING AREA. 4 _ .- _----- _______ —.__.- ___ I � ) = CONTROLLER PEDESTAL: (1)HIT DW SS IM40 OPT RD-MV-FS200P MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL Contact HIGH TECH IRRIGATION Inc. 760-773-9224 BE PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE INTERIOR DIAMTER OF E LARGEST MAINLINE PIPE 1" 4 1 " 1S E SHEET L2 . 6/2 . 14 h . r I j TEIAMIVE ' North (-k t .•3 } SEE1HEETU",11 SEE SHEET U.4 2 - 00 f ' Id _ _ Scalia: T 20' - I ¢I /s w A- nC ItbrlwljlMill - 0 10 20 40 FT __LL SHEET s - - N CVWD SIGNATURE BLOCK AREA These plans have been reviewed b the Coachella Valle Water District in aan � aff 7 1 H P Y Y accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, lPU Section 65597 at seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). NOTE: N O CONFLICTING UNDERGROUND O R EovTEEEYA�. MONTEREY1 T "Approval of this drawing U CVWD staff does not constitute approval to encroach into district and USER Rights-of-Way. Trees,plants,walls,and OVERHEAD U T I T I E S WITHIN PROJECT AREA. permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an Key encroachment permit from CVWD. DESERT GATEWAY PHASE KOHL'S- DATE WATER MANAGEMENT SUPERVISOR DESERT GATEWAYI, LANDSCAPE IRRIGATION PLAN — TREES and PALMS CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR I No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. Underground Service Alert ENGINEER'S ACCEPTED S CO TOE CONTRACTOR: CONSTRUCTION c mR INTO�� �O ,pNDSCgpF CV �� AND 03.23.07 2ND PLAN CHECK ��� Cur ley q 4) n,,aA"' COMPLETE RESPONSIBILITY FOR THE JOB SHE CONDMONS DURING THE COURSE OF=6TRUCTIONOF THE PROJECT, INCLUDING LOCATION: NO. 155 5 RC eEFORf yOG SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NDT BE c�` v° , �`� I „ E L2.4Calk TOLL FREE LIMED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD 2.5 BRONZE DISK STAMPED LS 4146 BMw cp DESIGN PROFESSIONAL.HARMLESS FROM MY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WiTH THE PERFORMANCE OF w Development Resource Consultants, Inc, 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II o 1 —8 O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. Civil Engineering - Land Surveying - Land Planning D R C GERALD FORD DR. AT THE EAST B.C.R. '� 800 S. ROCHESTER AVENUE SUITE 4C � � - �EXISTENCE AND��°F��DQ �unLmEs°R �sHowN �THESE PtANs wERE����A �°-�� ���- EAST ON MONTEREY AVE. 2.0 E LY OF DA 2 2 / —2 6 O SENtCH OF AYNLABLE RECORDS. 70 THE BEST OF OUR IWOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y►�D A S S 0 C I A T E S, INCI N B.C.R. Irrigation Plan ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTIUTIES SHOWN, LAN o6CAP E ARc H ITe: CT3TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12- 07776 EAST GREEN SrREEr,SUITE 240, PASADENA,CALaFDRNiA 91 III ORTH EAST CORNER OF s °"TE P CHECKED BY: c r � TES.626.683.8 18 2 MONTEREY AVENUE AND 35th STREET O UNAUTHORIZED CHANGES & USES. CONSTRUCTION CTORAWILL AGREES THAT IN ACCORDANCE WITHU 9T CA 3583 AZ 30100 UT 377204 NM 31 2 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29 -- BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED 1O ASSUME SOLE AMU F A`,F� � � COMPLETE RESPONSIBILITY FOR THE JOB SiTE CONDITIONS DURING THE COURSE OF CONSiRUCTiONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX Ao ra I : . 4 1E SH 2N3/ Ap NOTE: , t KOHL'S PARCEL P.O.0 LOCATION, ' I - SEE SHEET12.4 112.1 2 - 1 x ;z > { -- - ----- 4 XD 4 ` i --- — -— — -- -- —— —— —-- ----- T 1S 1= a O � � - 0 _ E L -L�' �:ziroi;' 'x?aid � �.r '»y•) 'm)>) 1)�: t� ` 4. ® i Il.. _ II -- J i _ ■ 2.0 ITS I Z 1„ - 1 _1_; -- ---- - --- --- —-- - -.. a IL , - S T a , 11 ,. 11., .,,rstJ�,;;/ s,,�z.�?,\�y�{�� ,.. , ,..,.. -:. r, ly;,,�r"��+,� _ L.:.. +,i3 =4.� � � '•i(�i ^�f t'�'��I u - ..\ - I 1 : I 7=' �� r -- — ---- --- - --- ---,-- - - ---- - �r I _ I .�� 10B ! 1 - > I I 2.0 Dam I I ! IA _ y � I I I I I I . 11B it 1- /4 I I B-T I I i 12 U) : ,• ,I � i � j � I I I , i I � � , 16.2 I i 1 I 011�1" j - ----- - ' NOTE. - ! I REMAINING PARCEL SITE P.O.0 I ! i LOCATION, SEE SHEET L2.7 / L2. 15� i ►� '7/21 — - - - - -S ET L2 - - v, ■ ■ --—-_----------------------------- ------- J. A IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS - ® Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 install as per Detail 9 Rain Bird Xeri-Bug PC-10-1032/PFR-FRA24 Emittier Mounted on FRA24 30 10.0 GPH Install as per Detail 8, See Emitter Schedule for Qty. Meter/POC As Specified by CVWD- 100 PSI Available, Contractor to Verify Prior to Installation - TBS RP Backfiow as Specified by CVWD By CVWD t9 Rain Bird GB Series Remote Control Valve w/PRS-D Install as per Detail 4 ' for Flows less than 5 GPM, install Rain Bird RBY-150C-LSS Upstream from Valve Rain Bird RAIN BIRD XCZ-100-B-COM Install as per Detail,See Below for Specifications 0 Aqua Conserve ET-24SP-1 Controller, Pedestal Mount Install as per Detail 1 © Aqua Conserve ET-32SP-1 Controller, Pedestal Mount Install as per Detail 1 Red&White Valve Co. 5044F Full Port Brass Ball Valve Install as per Detail 2 © Rain Bird Rain Bird 33DRC Quick-Coupling Vavle Install as per Detail 3 Pacific Plastics-Lateral Schedule 40 PVC Pipe 1-1/2"And Smaller,Class 315 2"and Larger install as per Detail 11 --- Pacific Plastics-Mainline Schedule 40 PVC Pipe 1-1/2 And Smaller, Class 315 2 and Larger Install as per Detail 11 �•'� FWIVE „ „ — — — — — — Pacific Plastics-Sleeve Schedule 40 PVC Pipe Twice Pipe/Wire Bundle Size Install as per Detail 11 -Nor 46 �/ _ Drip Circuit-Trees Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser install as per Detail 8 `� 15 Laterals RB-PFR-FRA24 Riser Install as per Detail 8 ?t k n w/Class 3 Aa`a"` � Drip Circuit-Palms Schedule 40 Bac bo e , Drip Zone-Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 _. „ A: EMITTER SCHEDULE STATION NUMBER QTY PLANT MATRIAL EMITTER TYPE 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 2 2 Moderate Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 6.7 VALVE GPM i` �C�e �. 20` 41 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-10-1032/PFR-FRA24* 10.0 GPH VALVE SIZ 1 ��%��� *EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-W INDICATES DRIP ZONE VALVE " D-T INDICATES TREE DRIP VALVE DRIP IRRIGATION LATERAL PIPE SIZING CHART 'D-P' INDICATES PALM DRIP VALVE !� w ��' ,�(�' 0 10 20 40 FT. ii� yr II CONTRACTOR TO VERIFY PRIOR TO INSTALLATION 'B-T' INDICATES TREE BUBBLERS VALVE GPM PIPE SIZE -- -- CVWD SIGNATURE BLOCK AREA 0-5 1/2"CLASS 315 PLASTIC PIPE l42 5-9 3/4"CLASS 315 PLASTIC PIPE �' h�l � • These plans have been reviewed by the Coachella Valley Water District in ururcar ! g+ 1"CLASS 315 PLASTIC PIPE accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 at seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). NOTE:SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE IN PLANTING AREA. NOTE: N O CONFLICTING UNDERGROUND O R *Approval of this drawing by CVWD staff does not constitute approval to MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL MOMEREYAVE. MONTEkEY AVE. CONTROLLER PEDESTAL: (1)HIT DW SS IM40 OPT RD-MV-FS200P BE PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE OO encroach into district and USER Rights-of-Way. Trees,plants,wails,and Contact HIGH TECH IRRIGATION Inc.760-773-9224 OVERHEAD UTITIES WITHIN PROJECT AREA. INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE. permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of--way without first obtaining an f i Key encroachment permit from CVWD. i DESERT GATEWAY PHASE 11 KOHL'S 1�y 4 DATE WATER MANAGEMENT SUPERVISOR DESERT GATEWAY LANDSCAPE IRRIGATION PLAN TREES and CVWD PLAN DEVELOPMENT SERVICES SUPERVISOR o > ENGINEER'S NOTE TO CONTRACTOR: coNsTRium cowitwOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING N0. N Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL REQUIRED TO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK ���rGo �cuDs eypF ARo '. MIX Underground RC I COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSIRUCTIONOF THE PROJECT, MKXUDING �y ti, , � � I LOCATION: N0. 155 e�FORF y0G SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT� �� ;� � '�� ��� 2.5" BRONZE DISK STAMPED LS 4146 BM L2.5 U PTV o a, Call: TOLL FREE LIMITED To NORMAL WORKING HOURS,AND CONSRUCTiON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD a Development Resource Consultants IncDR C 1#0" , 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: a� o DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY,REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF p , ! DESERT GATEWAY PHASE II a 4 1 —S O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. CIWI Engineering • Land Surveying • Land Planning GERALD FORD DR. AT THE EAST B.C.R. 4 THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES DR STR MRES SHOWN IN THESE PLANS WERE OBTAINED BY A �j 7_ G SEARCH OF AVAIUBIE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING unLrnEs EXCEPT t}K)SE SHOWN 800 S. ROCHESTER AVENUE, SUITE 4c EAST ON MONTEREY AVE. 2.0 Ell OF DA `2 ` 2 V OO ON THEE PLANS, THE CONTRACTOR TO T REQUIRED TOR K ALL PRE,THERE RY MEASURES TO PROTECT THE UTILITIES SHOWN, * w. ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS C U R L E Y mo A S S 0 C I A T ES, INC Irrigation Plan CIS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. L A G s e w r Apt a A, F NI c r s B.C.R. -31.07 776 EAST GREEN STREET,SURE 240,PASADENA,CALIFORNIA 91 101 ® NORTH EAST CORNER OF ' TWO WORKING DAYS sT ' �P TEL,626,683.8182 CHECKED BY: MONTEREY AVENUE AND 35th STREET a BEFORE YOU DIG UNAUTHORIZED CHANGES & USES' CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH qrF �F CAL�F°�� CA 3583 AZ 30100 ur 377204 NM 31 2 NV 57a CIARB 319 ELEV.: 316.435 (NGVD29) � GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTKONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX s { /i 4 i - i y J ICIN 1\ SEtE SHEET L2 . 4/2 . 12 — rr_ — - -- -- - ---4- — -- - -- — -- 6A - -- ---- _,� 4.3 I I >r -- --- --- ---- lit ---- -- - ' NOTE: - -- -- -_ _- - -- - - -- — -- I -6 '• KOHL'S PARCEL P.O.0 LOCATION, 7 SEE SHEET L2.4 / L2.12 VZ 1.3 ---- -- "-a— ------ — ---- --------- ----- ----- -- r ------ - -;------ — - I IRRIGATION LEGEND I SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS I I I � I ! ® Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as per Detail 9 --- -- - ------- - - t_. --"--- ----- --- -- - ; Rain Bird Xeri-Bug PC-10-1032/PFR-FRA24 Emittier Mounted on FRA24 30 10.0 GPH Install as per Detail 8, See Emitter Schedule for Qty. KOHL'S -- � � � � � � dPOC sAvailable, ontractor to V Prior to Installation -_ Is �� Mete A Specified by CVWD- 100 PSI C Verify { , , is 'ry k i CIS ois :f - d TBS RP Backflow as Specified by CVWD By CVWD I�,;; i Rain Bird GB Series Remote Control Valve w/PRS-D Install as per Detail 4 ■ �.PI ! I for Flows less than 5 GPM, Install Rain Bird RBY-150C-LSS Upstream from Valve LAN05C� 'E CONTROLLER Rain Bird RAIN BIRD XCZ-100-B-COM Install as per Detail, See Below for Specifications � � � il� � � � � � � 01111111111111 � NIIIII� illlll� � — llill� OMNI ® � C, Aqua Conserve ET-24SP-1 Controller, Pedestal Mount Install as per Detail 1 SOUSE EL EOfi� I NG LOT L I C� T� Aqua Conserve ET-32SP-1 Controller, Pedestal Mount Install as per Detail 1 _ �...,,�,� '• ~\, I I N Red &White Valve Co. 5044E Full Port Brass Ball Valve Install as per Detail 2 ��- - I O TN51=0 'MEN' �l't� ® P g P T, = Rain Bird Rain Bird 33DRC Quick-Coupling Vavle Install as per Detail 3 + r_1STO Pacific Plastic -Lateral Schedule 40 PVC Pipe 1-1/2 And Smaller, Class 315 2 and Larger Install as per Detail 11 - n ? L ,: _ — — — _ I to ate Pedestal Pacific Plastics- Mainline Schedule 40 PVC Pipe 1-112"And Smaller, Class 315 2"and Larger Install as per Detail 11 Pacific Plastics- Sleeve Schedule 40 PVC Pipe Twice Pipe/Wire Bundle Size Install as per Detail 11 ---� Mount Irrigation — — — — — — �� I _- ---- - ? _ i DripCircuit-Tress Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 ontroller / I I / sop � Drip Circuit- Palms Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 i I 25B V• Q Drip Zone-Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 I I ) 1 D-T EMITTER SCHEDULE STATION NUMBER - i QTY PLANT MATRIAL EMITTER TYPE 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 2 - - I 2 Moderate Category Shrubs i - 24B g rY RAiN BiRD XERi-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 6.7 VALVE GPM -' 6.3 I 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-10-1032/PFR-FRA24 10.0 GPH VALVE SIZE1 ' *EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-#X' INDICATES DRIP ZONE VALVED lit - I -24 IN `y��J�-_,� 'D-T' IN DICATES TREE DRIP VALVE LDRIP IRRIGATION LATERAL PIPE SIZING CHART 'D-P' INDICATES PALM DRIP VALVE --- i CONTRACTOR TO VERIFY PRIOR TO INSTALLATION 'B-T' INDi�ATES TREE BUBBLERS VALVE GPM PIPE SIZE 1 I 0 -5 1/2" CLASS 315 PLASTIC PIPE ( ! I I I ® , 5-9 3/4" CLASS 315 PLASTIC PIPE - i 9 + 1"CLASS 315 PLASTIC PIPE �\ I NOTE: SEE DETAILS FOR DRiP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE 1N PLANTING AREA. _ CONTROLLER PEDESTAL: (1) HIT DW SS IM40 OPT RD-MV-F5200P MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL BE PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE , Contact HiGH TECH IRRIGATION Inc. 760 773 9224 , it I INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE. I , od F Ire I i I 2" LAND5CAi�E MET CATION ! S E SHEET L2 . 8/2 . 16 � I I I I I I I I I I I I I I r I I I I I I r NOTE: - _ - - - REMAINING PARCEL SITE P.O.0 LOCATION, SEE SHEET L2.7 / L2.15 - _ a l —tAT A,EV�TG�RiVL Northy �* ' SEESHEETU.312.11 BEE SHEET l2" 2 SEE SHEET F p i � 1 g c/� w/ e l /%% Scale: Ir 20� I t I 1 Idi 1`1i�1'I 'Tl ,� 0 10 20 40 FT. S SHEET --- CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District in /� accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 at seq.requiring efficient landscape and Irrigation design in ` cooperation with the local governing agency(City or County). , NOTE: N O CONFLICTING UNDERGROUND O R WN LkErAV oNT HEYA E *Approval of this drawing by CVWD staff does not constitute approval to �O�qO� encroach into district and USBR Rights-of-Way. Trees,plants,walls,and u fJ� �w OVERHEAD U T I T I E S WITHIN PROJECT AREA. permanent structures of any kind may not be planted ai installed in CVWD ;. Key Mapand USBR easements or right-of--way without first obtaining an encroachment permit from CVWD. H: D SER GATEWAY PHASE 11 KOHL'S DATE WATER MANAGEMENT SUPERVISOR DESERT GATEWAY LANDSCAPE IRRIGA ION PLANTREES s• and CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR LO O ENGINEER'S NOTE TO CONTRACTOR: cQNSrRUm coNTRACTOR AGREES THAT IN AcxoRDANCE wn No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCHMARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. N Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK `��DS BgpF qR •. _ COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING y�� y LOCATION: NO. 155 RC �� 9EFORE YOG SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE ��' 0�ti ' 2.5" BRONZE DISK STAMPED LS 4146 BM Call: TOLL FREE UMRED TO NORMAL WOR19NG HOURS, AND C,ONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD � o �., DESIGN PROFESSIONAL HARMLESS FROM MY AND ALL LIABILITY,REAL OF ALLEGED. N CONNECTION WiTH THE PERFORMANCE OF w Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II o 1 —8 0 0 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering - Land Surveying • Land Planning THE 0119 NCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN N THESE PLANS WERE OBTAINED BY A DR c GERALD FORD DR. AT THE EAST B.C.R. SEARCH of AVAULABLE RECORDS. TO THE SST OF OUR KNOWLEDGE,THERE ARE NO EXISDNG UITLrnEs EXCEPT 1> SHOWN 800 S. ROCHESTER AVENUE, SUITE 4C EAST ON MONTEREY AVE. 2.0' E'LY OF DA 2 2 7—2 60(� E * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS C U R L E Y AHD A S S O C I A T ES, I N C B.C.R. Irrigation Plan , ON THESE PLANS. THE CONiRACTOR IS REQUIRED TO TAIE ALL PRECAUTTONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, LAN D s C A P E A R C M I T E C T 3 AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 31.07 776 EAST GREEN STREET,SUITE 240, PASADENA,CAUFORNIA 91 101 ® NORTH EAST CORNER OF TWO WORKING DAYS TEL.626.683.8182 CHECKED BY: 0 ` UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH 9T a" CA 3583 AZ 30100 Ur 377204 NM 31 2 NV 578 CLARB 319 MONTEREY AVENUE AND 35th STREET 53 53 ` BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND a of CA�%F� ELEV.: 316.435 (NGVD29} co COMPLETE fESPOtJSI81UT1'FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX - 7 �� I �■ I ■�� , �� I �� f �� , �■ I ��■ I �■� f �■ I �� I' �,�r��� � }-�• I ■■�� ; ; I I i I � I I ■�i� �■ I I I I i —_ L at PQC/I ycflo - Arl ' „ , ` SHL20 Ste 11; L n6 e ; et r F171 ith 2' P flow - , - 14 pit U) £l� .. --- - -1-4B I, 2.3 woe er— 1-- ;i 1,r ICY I Nay ST -r. • , , 54 Aw 15B x u 1.3 8' X 10' TEA ORMER PAD (00 - D � tivar.� f 16B I - 22.5 i = - -- � I i I i 1 I I { I 7 ( 17B i 5.5 i W • I 11, I _ -17 I i I LLJ - U) - •=;ice / I 71 / See aster SiteICI � / F/Somm M �/z �/_M / r -- / / IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS ® Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as peree�e�ail 9MONTEREY 0 Rain Bird Xed-Bug PC-10-10321 PFR-FRA24 Emittier Mounted on FRA24 30 10.0 GPH Install as per Detail 8, See Emitter Schedule for Qty. AVE . Meter/POC As Specified by CVWD- 100 PSI Available,Contractor to Verify Prior to Installation - - i TBS RP Backfiow as Specified by CVWD By CVWD Detail 4 as per ----Rain Bird ---- -�B Series Remote Control Valve / - Install p for Flows less than 5 GPM, Install Rain Bird RBY-150C-LSS Upstream from Valve Rain Bird RAIN BIRD XCZ-100-B-COM Install as per Detail, See Below for Specifications Q Aqua Conserve ET-24SP-1 Controller, Pedestal Mount Install as per Detail 1 Aqua Conserve ET-32SP-1 Controller, Pedestal Mount Install as per Detail 1 H Red&White Valve Co. 5044F Full Port Brass Ball Valve Install as per Detail 2 © Rain Bird Rain Bird 33DRC Quick-Coupling Vavle Install as per Detail 3 Pacific Plastics-Lateral Schedule 40 PVC Pipe 1-1/2"And Smaller,Class 315 2"and Larger Install as per Detail 11 —■ Pacific Plastics-Mainline Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2"and Larger Install as per Detail 11 - — — _ — - Pacific Plastics-Sleeve Schedule 40 PVC Pipe Twice PipeMire Bundle Size Install as per Detail 11 — �A TEN�EiVE _ Install as per Detail 8 aY *� Drip Circuit Trees Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser p NiOrtil • - w �e Drip Circuit-Palms Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 Drip Zone-Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 1.� -` E BMEET L2.3Yl.tt EE 9XEET L2A � EMITTER SCHEDULE STATION NUMBER w ' i QTY PLANT MATRIAL EMITTER TYPE T 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1,0 GPH 2 y Moderate Category Shrubs 6.7 VALVE GPM { _ aIRMIEET 2 9 rY RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH ! 1. - - t Im RAIN BIRD XERI-BUG EMITTER PC-10-1032/PFR-FRA24* 10.0 GPH VALVE SIZE _ - Pa s -2 Trees/ - _ "EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-#X' INDICATES DRIP ZONE VALVE 'D-T' INDICATES TREE DRIP VALVE -% — DRIP IRRIGATION LATE RAL PIPE SIZING CHART 'D-P' INDICATES PALM DRIP VALVE �� I 'B-T' INDICATES TREE BUBBLERS VALVE av CONTRACTOR TO VERIFY PRIOR TO INSTALLATION t 'i � � � GPM PIPE SIZE r ��� 20 40 FT. u. 0-5 1/2"CLASS 315 PLASTIC PIPE , S SHEET ` - - CVWD SIGNATURE BLOCK AREA 5-9 3/4"CLASS 315 PLASTIC PIPE 9+ 1"CLASS 315 PLASTIC PIPE These plans have been reviewed by the Coachella Valley Water District in NOTE: MAINLINE WILL BE PLACE IN PLANTING AREA. accordance with Water Code Title 7,Division 1,Chapter 3,Article design DRIP ZONE LAYOUT AND COMPONENTS NOTE:SEE DETAILS FOR ' MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL Section 65597 et seq.requiring efficient landscape and irrigation design in j CONTROLLER PEDESTAL: (1)HIT DW SS IM40 OPT RD-MV-FS200P BE PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE cooperation with the local governing agency(City or County}. i/ , Contact HIGH TECH IRRIGATION Inc.760-773-9224 INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE. o,T F,;v „F `Approval of this drawing U BR Ri staff does not constitute approval n NOTE. NO CONFLICTING UNDERGROUND OR ®o a� encroach into district and USBR Rights-of-Way. Trees,plants,walls,and OVERHEAD U T I T I E S WITHIN PROJECT AREA. permanent structures of any kind may not ou planted ai installed in CVWD and USBR easements or right-of--way without first obtaining an Key encroachment permit from CVWD. DESERT GATEWAY - .A DATE WATER MANAGEMENT SUPERVISOR DESERT GATEWAY �■ LANDSCAPE IRRIGATION PLAN TREES and PALMS OYl9�D P DEVELOPMENT SERVICES SUPERVISOR to O No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY- APPROVED BY: CITY OF PALM DESERT DRAWING NO. N Underground Service Alert GENERALLY ACCEP NOTE TS 0�ON PWTICES, CO S� N CC TON>WILLL BE WRREDTTO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK ��° _ANDS egPF ° � � ,, oy � �� $ LOCATION: N0. 155 RC L2.7 2.5" BRONZE DISK STAMPED LS 4146 BM GATEWAY PHASE II`��°� ����`'' 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT G y���F�RQE roG COMPLETE RESPONSIBILITY FOR THE JOB SITE CONOMNS DURING THE COURSE OF CONSTRUCTIONOF•NNE PROJECT,INCLUDING �y 1 SAFETY OF ALL PERSONS AND PROPERLY,THAT THIS REQUIREMENT SHALL�MADE TO APPLY CONTINUOUSLY AND NOT BE o Call: TOLL FREE ,.�TO NORMAi.woRIGNc Hours, AND CONSRUCTION CONTRACTOR ruRTHER AGREES To DEFEND, INDEMNIFY AND HOLD ' � Development Resource Consultants, Inc. � oP �, DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LUBUTY,REAL OF ALLEGED• N CONNECTION WI1H THE PERFORMANCE OF Civil Engineering Land Surveying Land Planning � _ � GERALD FORD DR. AT THE EAST B.C.R. 1 —800 THE ST THIS PROJECT, EXF MY U UABIUTYERGROUN ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. �! DR � � � Irrigation Plan .. ,1+ „ ,�EXSIENCE AND�p�OF�UNDERGROUND UOUiiES OR STRUCTURES SHOWN N THESE PLANS WERE OBTAINED BY A 800 S. ROCHESTER AVENUE, SUITE 4C EAST ON MONTEREY AVE. 2.0 E LY OF DA //�7 /' 6 SEARCH OF AVAILABLE RECORDS. To THE BEST OF OUR KNOWLEDGE.THERE ARE�NNO��yEIXII5�RNG UTeLMEE�S�EXCEPT THOSE SHOWN yt ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S CURL E Y ANo ASS 0 C I ATE S, I N C C 2 2 / IS REQUIRED TO T/Y1G TCAUTIVIF71cY"1WVnw TO PnVILV� THE Vnu�w SIN11R, L A N O 5 C A P E A R C N I T E C T 3 B.C.R. ® NORTH EAST CORNER OF � ON THESE PLANS. THE CONTRACTOR QU 31-07 776 EAST GREEN STREEr,SUITE 240,PASADENA,CALIFORNIA 91 10 I CHECKED BY: _ TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE UNES OR STRUCTURES. 10 �•�•*• TEL.826,683.8182 UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH sr9r C CA 3583 AZ 30100 Ur 377204 NM 31 2 Nv b78 CLARB 31® ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND 35th STREET BEFORE YOU DIG GENERALLY ACCEPT® CONSTRUCTON PRACTICES, CONSTRUCTION CONTRACTOR will BE REQUIRED TO ASSUME SOLE AND B of cnL�F 0 FOR THE Joe SITE CONDITIONS DURING THE COURSE OF ODPISIRUCTIONOF THE PROJECT,INCLUDING RC W.O. U01-230 FOR: XX F.B. XX "�' E .a COMPLETE RESPONSIMUTY �sx 0 IvS E SHEET L2 . 6/2 . 14 U����. iS 4 \ _ :e. -- y , t , I i!I 21B -: -- --- - -- .IS 17 I ORMFWF � \ O __ - - I iIRRIGATION LEGEND .(A � t SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as per Detail 9 -r= I I \ I O Rain Bird Xeri-Bug PC-10-1032/PFR-FRA24 Emittier Mounted on FRA24 30 10.0 GPH Install as per Detail 8, See Emitter Schedule for Qty. MetedPOC As Specified by CVWD - 100 PSI Available, Contractor to Verify Prior to Installation - n _ = / TBS RP Backflow as Specified by CVWD By CVWD - Rain Bird GB Series Remote Control Valve w/PRS-D Install as per Detail 4 ` I _ I for Flows less than 5 GPM, Install Rain Bird RBY-150C-LSS Upstream from Valve 1 ■ 1. - _..--- -- _._.._.� ! r c' �: - -- 4._• I Rain Bird RAIN BIRD XCZ-100-B-COI Install as per Detail, See Below for Specifications I i Aqua Conserve ET-24SF-i Controller, Pedestal Mount Install as per Detail 1 Aqua Conserve ET-32SP-1 Controller, Pedestal Mount Install as per Detail 1 20B Q Y ! 1.0 I H Red &White Valve Co. 5044F Full Port Brass Ball Valve Install as per Detail 2k A 1" j 12 1 I 2 1 1" I ® Rain Bird Rain Bird 33DRC Quick-Coupling Vavle Install as per Detail 3 19B Pacific Plastics - Lateral Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2" and Larger Install as per Detail 11 j 37 + Pacific Plastics - Mainline Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2" and Larger Install as per Detail 11 - - - - - - - / ___� _ — _ — — — _ Pacific Plastics -Sleeve Schedule 40 PVC Pipe Twice Pipe/Wire Bundle Size Install as per Detail 11 U ` I Drip Circuit-Trees Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 Drip Circuit- Palms Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail $ I! \ ! I 18B Drip Zone -Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser0.7 Instal! as per Detail 8 I II D-T EMITTER SCHEDULE STATION NUMBER I I , �\ .t QTY PLANT MATRIAL EMITTER TYPE • -' _ 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 211 • 11• 1" - ----- - - -- - - 2 Mode,a.e Catey.,.ry Shrub., RAlfv BIRD XERI-BIG EMITTER XB-10PC-1032, PFR-FRA24 1.0 GP. . 6.7 VALVE GPM Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-10-1032/ PFR-FRA24* 10.0 GPH VALVE SIZ 111 *EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-#X' INDICATES DRIP ZONE VALVE D I 'D-T' INDICATES TREE DRIP VALVE DRIP IRRIGATION LATERAL PIPE SIZING CHART D-P INDICATES PALM DRIP VALVE CONTRACTOR TO VERIFY PRIOR TO INSTALLATION B-T' INDICATES TREE BUBBLERS VALVE GPM PIPE SIZE 0 -5 1/2" CLASS 315 PLASTIC PIPE 5 -9 3/4" CLASS 315 PLASTIC PIPE / I 9 + 1" CLASS 315 PLASTIC PIPE ' I NOTE. SEE DETAILS I FOR DRIP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE IN PLANTING AREA. CONTROLLER PEDESTAL: (1) HIT DW SS IM40 OPT RD-MV-FS200P MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL BE PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE Contact HIGH TECH IRRIGATION j Inc. 760-773-9224 ! I / I INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE. fee aster iteng qndsaqn / _ _ r�l IL T �E �K� E Y y� I M 0 AVEm I I NOTE: - I REMAINING PARCEL SITE P.O.0 LOCATION, SEE SHEET L2.7 / L2.15 uATEV7MRIV Nwth 9EE SHEET l2.32.i7 SEET .G .— U. 11 QED !I M 1 . P =, _ Scale: r - 20' I •CIE''1 I i411 A��l �- T � ( I I I+YI!•�I �I, 0 10 20 40 FT. IT CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District in a : SAT accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 et seq.requiring efficient landscape and irrigation design in / cooperation with the local governing agency(City or County), y NOTE. NO CONFLICTING UNDERGROUND OR MONTEREVAVE one. �� / ; "Approval of this drawing by CVWD staff does not constitute approval to ®0��O� encroach into district and USBR Rights-of-Way. Trees,plants,walls,and permanent structures of any kind may not be planted or installed in CVWD OVERHEAD UT I T I E S WITHIN PROJECT AREA. and USBR easements or right-of--way without first obtaining an Key encroachment permit from CVWD. DESERT GATEWAY PHASE 1' KOHL'S DATE WATER MANAGEMENT SUPERVISOR _ LANDSCAPE IRRIGATION PLAN TREES and PALMSCVWD PLAN# DESERT GATEWAYDEVELOPMENT SERVICES SUPERVISOR to O No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. N ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH %,ANDSCApN Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK �•��`�°, cUT qR LOCATION: NO. 155 RC L2.8 COMPLETE RESPONSIBILITY FOR THE JOB SIZE CONDITIONS DURING THE COURSE OF CONSIRUCTIONOF THE PROJECT, INCLUDING 5 o i � � 9iF0oE Yo�o SAFELY OF ALL PERSONS RO PROPERTY, THAT THIS REQUITEMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT ��'�;`� 'F� 2.5" BRONZE DISK STAMPED LS 4146 BM Calk TOLL FREE LIMITED M NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD o. GP DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WiTH THE PERFORMANCE OF Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II 0 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering - Land Surveying - Land Planning GERALD FORD DR. AT THE EAST B.C.R. 1 —8 O O THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILrnEs OR srRUcruREs sNiowN IN THESE PLANS WERE OBTAINED ev A THE SST OF OUR THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ' 800 S. ROCHESTER AVENUE, SUITE 4C EAST ON MONTEREY AVE. 2.0' E'LY OF DA H OF AVAILABLE RECORDS, TD KNOWLEDGE, * a * D R C C U M M I N G S C U R L E Y AaD A S S O C I A T E S, INCIrrination Plan Cd 22 — G0 �� ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-52467 V - 2 O ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUiIONSRY MEASURES TO PROTECT THE UTg1RES SHOWN, I- AN G3CAPrE ARC A, 1TNICT8 B,\j,R,AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. W.A.To7 778 EAST GREEN STREET,SLIME .68 PASADENA,CALIFCRNIA 9 i I0I ORTH EAST CORNER OF CHECKED BY: a TWO WORKING DAYS sr �'°"TE �P TEL.626.683.8I82 MONTEREY AVENUE AND 35th STREET o BEFORE You DIG UNAUTHORIZED CHANGES & USES: crosTRl=m CDNTRACTOR AGREES THAT iN ACCORDANCE WITH rT�c OF CAL%F�a CA 3883 AZ 3010o yr 377204 NM 312 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29) .0 j GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDMONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR:XX F.B. X IF I ,..1 - i GATEWAY DRIVE U) O KOHL'S PARCEL P.O.0 LOCATION AN — — \� ,._. _ - _ SEE SHEET L2.4 / _ + (125 _ - -- - __-_-_ _- _ - _ _ - _ -� ._ ._ 1 1 A 9.0 � LM (21, G-P ------------- <7- 1 9, , Q J - 2.7 n 1" D-P INA 8B *v D-3B �■� �� \ U) 07- 4B 9.0 1 G_D/ T D-T U) CL • I � a = NOTE: REMAINING PARCEL SITE P O.0 �, =;:� 0 LOCATION, SEE SHEET L2.7 L . 15noSEESHEETL2 . 3/2 . 1 ��� , �� i �� I �� I �� I �� i �� i ■..r�rrr� I i I I I i � I �� i �� I �� i �� I �� i �� I � 1 �� I i ��� I �� I �� I ��� I �� I I IRRIGATION LEGEND -- - - - _ - - - SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as per Detail 9 - Rain Bird Xeri-Bug PC-10-1032/PFR-FRA24 Emittier Mounted on FRA24 30 10.0 GPH Install as per Detail 8, See Emitter Schedule for Qty. Meter/POC As Specified by CVWD- 100 PSi Available, Contractor to Verify Prior to Installation - TBS RP Backflow as Specified by CVWD By CVWD Rain Bird GB Series Remote Control Valve w/PRS-D Install as per Detail 4 for Flows less than 5 GPM, Install Rain Bird RBY-150C-LSS Upstream from Valve Rain Bird RAIN BIRD XCZ-100-B-COM Install as per Detail, See Below for Specifications OA Aqua Conserve ET-24SP-1 Controller, Pedestal Mount Install as per Detail 1 © Aqua Conserve ET-32SP-1 Controller, Pedestal Mount Install as per Detail 1 - H Red&White Valve Co. 5044F Full Port Brass Ball Valve Install as per Detail 2 ® Rain Bird Rain Bird 33DRC Quick-Coupling Vavle Install as per Detail 3 Pacific Plastics-Lateral Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2"and Larger Install as per Detail 11 �/ �� i';/ ' � �`� � North Pacific Plastics-Mainline Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2"and Larger Install as per Detail 11 / T - - - - - - P P Pacific Plastics-Sleeve Schedule 40 PVC Pipe Twice Pi e/Wire Bundle Size Install as per Detail 11 00 Drip Circuit-Trees Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 ♦♦ MT t2.4 I 00 Drip Circuit-Palms Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 Drip Zone-Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 _ - n � EMITTER SCHEDULE STATION NUMBER ES I26t QTY PLANT MATRIAL EMITTER TYPE ' _ .Scale: Ir 20' 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 2 rll 2 Moderate Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 6.7 VALVE GPM 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-10-1032/PFR-FRA24* 10.0 GPH 1° - ' VALVE SIZ '' "��"4 ► � *EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-#X' INDICATES DRIP ZONE VALVEi � `j¢ } 2O 4O FT. E 9 T 11 II tl`. 9NEET 'D-T' INDICATES TREE DRIP VALVE DRIP IRRIGATION LATERAL PIPE SIZING CHART 'D-P' INDICATES PALM DRIP VALVE CVWD SIGNATURE BLOCK AREA I • These plans have been reviewed b the Coachella Valle Water District in CONTRACTOR TO VERIFY PRIOR TO INSTALLATION 'B-T' INDICATES TREE BUBBLERS VALVE H� y y GPM PIPE SIZE mrr ���� accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, ° 0-5 1/2"CLASS 315 PLASTIC PIPE Section 65597 at seq.requiring efficient landscape and irrigation design in 5-9 3/4"CLASS 315 PLASTIC PIPE cooperation with the local governing agency(City or County). NOTE' NO CONFLICTING UNDERGROUND OR g- 1/CLASS 315 PLASTIC PIPE MONTEREYAVE .WWEREYAVE *Approval of this drawing by CVWD staff does not constitute approval to * D��OC� encroach into district and USER Rights-of-Way. Trees,plants,walls,and NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE IN PLANTING AREA. OVERHEAD UT IT I ES WITHIN PROJECT AREA. permanent structures of any kind may not be planted or installed in CVWD I - MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL Key Map and USER easements or right-of--way without first obtaining an CONTROLLER PEDESTAL: (1)HIT DW SS IM40 OPT RD-MV FS200P encroachment permit from CVWD. Contact HIGH TECH IRRIGATION Inc.760-773-9224 BE PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE. DATE WATER MANAGEMENT SUPERVISOR DESERT GATEWAY LANDSCAPE IRRIGATION PLAN SHRUBSCVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR O No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING N0. o Underground Service Alert GENERALLY R'SACCEPTED EEDOTE TUCTON PRACTICES, CONSTRUCTION CONTRACT CONSTRUCTION �LLRBE RREEQQUIREDT IN TO ASSUME E�SU E AND �°WITH `ANDSCAPF µ 03.23.07 2ND PLAN CHECK �� Cur Is LOCATION: NO. 155 RC L2.9 COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE Of CONS(RUCTIONOF THE PROJECT, INCLUDING 5� y, ; e�FORE 0 SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �o m` F rya' » o Y G Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CDNSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD �`� s�� 2.5 BRONZE DISK STAMPED LS 4146 BM Development Resource Consultants Inc, 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II °' DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABIIJTY, REAL.OF ALLE(;ED. AI CONNECTION WITH TFE PERFORMANCE 0 f 0 80p WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering . Land Surveying - Land Planning k�' GERALD FORD DR. AT THE EAST B.C.R.1 THE DIETENCE AND LOCATION OF ANY UNDERGROUND U ILTIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A 800 S. ROCHESTER AVENUE, SUITE 4C EAST ON MONTEREY AVE. 2.0 E LY OF DA SEARCH OF AVAILABLE RECORDS. TO THE BESt OF OUR KNOWLEDGE,THERE ARE NO EXETiI� lfiLmES EXCEPT THOSE SHOMM * T * ® RC x'`' ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y mo A S S 0 C I A T E S, I N C IrriRation Plan 227-2"OOON THESE PLANS. THE CONTRACTOR IS iMIRED To TAKE a iiWCAUTIoNSRY MEASURES TO PROTECT THE ORES SHOWN, LAN osc APc o. wcH 1Tcc T s B.C.R.AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE ONES OR STRUCTURES, z-31-07 776 EAST GREEN STREET,SUITE 240,PASADENA,CALIFORNIA 91 I01 CHECKED BY: ORTH EAST CORNER OF TWO WORKING DAYS UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONiRACTOR AGREES THAT IN ACCORDANCE WITH EV.WTE S� �P TEL.626.683.8182 MONTEREY AVENUE AND 35th STREET O BEFORE YOU DIG GENERNLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND ELEV.: 316.435 (NGVD29) q j. CA 3583 AZ 30 100 l!r 377204 NM 31 2 NV 678 CLARB 3 19 R OF CAL�F� COMPLETE RNSPOiJSBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX � E v7 f Y . l I l l ' I i I s-_._._ate-__- .._,!_i�� GATEWAY DRIVE __JI..I.11.�.IR___.__Illlllpl,Il _. .....___._,�-I -.•�'.-.._.-��--^--___._- .._. ..-_.. - -+ `\ __.. - - NOTE: KOHL'S PARCEL P.O.0 LOCATION, -i- SEE SHEET L2.4 / L2.12 0�; IRRIGATION LEGEND r` V 9J I SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS 'ri I \ l Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as per Detail 9 Rain Bird Xeri-Bug PC-10-1032/PFR-FRA24 Emittier Mounted on FRA24 30 10.0 GPH Install as per Detail 8, See Emitter Schedule for Qty. Meter/POC As Specified by CVWD - 100 PSI Available, Contractor to Verify Prior to Installation - Da I TBS RP Backflow as Specified by CVWD By CVWD Rain Bird GB Series Remote Control Valve w/PRS-D p Install as er Detail 4 ■ �, ' for Flows less than 5 GPM, Install Rain Bird RBY-15OC-LSS Upstream from Valve _I- Rain Bird RAIN BIRD XCZ-100-B-COM Install as per Detail, See Below for Specifications CAI , �r `' i Q Aqua Conserve ET-24SP-1 Controller, Pedestal Mount Install as per Detail 1 Locate Pedestal 2A - °I 11.2 ' © Aqua Conserve ET-32SP-1 Controller, Pedestal Mount Install as per Detail 1 ' Mount Irrigation 1" - H Red &White Valve Co. 5044E Full Port Brass Ball Valve Install as per Detail 2 m � Rain Bird Rain Bird 33DRC Quick-Coupling Vavle Install as per Detail 3 Controller ❑ l ��,� Pacific Plastics- Lateral Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2"and Larger Install as per Detail 11 Pacific Plastics- Mainline Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2" and Larger Install as per Detail 11 ' Install as r Detail 11 Pacific Plastics- Sleeve Schedule 40 PVC Pipe Twice Pipe/Wire Bundle Size per I /�' i Drip Circuit-Trees Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 Drip Circuit- Palms Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser install as per Detail 8 Drip Zone -Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 W -__-- STATION NUMBER EMITTER SCHEDULE CoQTY PLANT MATRIAL EMITTER TYPE 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/ PFR-FRA24 1.0 GPH 2 , I 2 Moderate Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-Ff�4 1.G GPH 6.7 VALVE GPM -- j% 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-10-1032/PFR-FRA24* 10.0 GPH VALVE SIZE _—__- *EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-#X' INDICATES DRIP ZONE VALVED --- --- — i 'D-T' INDICATES TREE DRIP VALVE j Uj DRIP IRRIGATION LATERAL PIPE SIZING CHART 'D-P' INDICATES PALM DRIP VALVE ----- +- CONTRACTOR TO VERIFY PRIOR TO INSTALLATION 'B-T' INDICATES TREE BUBBLERS VALVE ------- - _-- --.-- 'OIL GPM PIPE SIZE f"1 0-5 1/2" CLASS 315 PLASTIC PIPE -- ----" 3A --- --- - ! I 5-9 3/4" CLASS 315 PLASTIC PIPE _ &0 , i 11 9 + 1 CLASS 315 PLASTIC PIPE _ -- -� Q I i NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE IN PLANTING AREA. � CONTROLLER PEDESTAL: (1) HIT DW SS IM40 OPT RD-MV-FS200P MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL ' - - ----j-------- I Contact HIGH TECH IRRIGATION Inc. 760-773-9224 BE PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE i 4A � � ! INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE. - ---- i ------- D-'T 1 4)$j, , SEE SHEET I . I 1 > x I L2 . 4/ i .Mom. In NOTE: REMAINING PARCEL SITE P.O.0 - --- - -LOCATION, SEE SHEET L2.7 � L2.15 - -- - - - „ty 77 North ••, / /� / / r � f' ,7 SHEET Scale: 'r 2a 771". � ��s e I J14, l i " '�'�"° 0 10 20 40 FT.E9 TLS f2.1A_ SHEET _ I S SHEET CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District in s accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 at seq.requiring efficient landscape and irrigation design in cooperation with the local governing agency(City or County). MQMTEFEY AVE 1 MONTEEEY-r�ME "Approval of this drawing by CVWD staff does not constitute approval to NOTE: NO CONFLICTING UNDERGROUND OR encroach into district and USBR Rights-of-Way. Trees,plants,walls,and OVERHEAD UT IT I E S WITHIN PROJECT AREA permanent structures of any kind may not be planted or installed in CVWD y and USBR easements or right-of-way without first obtaining an Key encroachment permit from CVWD. DESERT GATEWAY PHASE 11 KOHL'S DATE WATER MANAGEMENT SUPERVISOR CVWD PLAN# .,_. DESERT GATEWAY LANDSCAPE IRRIGATION PLAN SHRUBS DEVELOPMENT SERVICES SUPIEFtVtS6R to O No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO. N Underground Service Alert ENGINEER'S ACCEPTED NOTE TO CONTRACTOR:CO CCORAOLL AGREES RHAT O ASSUME SOLE WITH y���o ,AND3C ypNo cy • - . L2.10 GIENERALLY CONSTRUCTION caNrRacroR WILL REQUIRED TO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK Cure Roat y COMPLETE RESPONSIB31iTY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF a�BiRUCTIONOF THE PROJECT, KLUOINc LOCATION: N0. 155 Rc SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE d 0� ,� � 2.5" BRONZE DISK STAMPED LS 4146 BM Call: TOLL FREE LIMrTED To NORMAL woRKING HOURS,AND CONSRUCTON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DRAWN BY. VPy Cc �,i PROFESSIONAL HARMLESS FROM ANY AND ALL LUE�InY REAL OF ALLEGED IN CONNECTION WITH THE PERFORMANCE OF ��� mw�� Development Resource Consultants, Inc. �, 1987 IN TOP OF CURB. NORTH SIDE OF DESERT GATEWAY PHASE n o WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Ctvil Engineering • Land Surveying • Land Planning GERALD FORD DR. AT THE EAST B.C.R. ■ 1 8 0 0 THE DWETNCE AND LOCATION OF ANY UNDERGROUND UTILtM OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A DR TxcEPr THOSE sHOWN * ON S. ROCHESTER176 AVENUE, SUITE 4C EAST ON MONTEREY AVE. 2.0' E'LY OF DA Irrigation Plan SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE„THERE ARE NO EXISTI * ONTARIO, CA 91761 {909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y AND A S S 0 C I - TES, ! N C 2 2 7—2 6 0 0 CIVITIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, L A N G s C A P E A R C M 1 T E C T 3 B.C.R. ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRE ® NORTH EAST CORNER OF o AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. �r 776 EAST GREEN STREET,SUITE ,68 .8182NA,CALIFORNIA 91 I OI CHECKED BY TWO WORKING DAYS P.o.,E & USES: coHsiRucnoN CONTRACTTNt AGREES THAT IN aAr;c■ORoaNCE WITH EEL.626,683.8182 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND 35th STREET BEFORE YOU DIG UNAUTHORIZED CHANGES CA 3893 AZ 30 oo uT 377204 NM 31 2 Nv s78 CLARB 319 _ Y ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND srgT6 of cAL�F°�\P N �� RC W.O. U01-230 FOR: XX F.B. XX COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF THE PROJECT, INCLUDING E 4 _._ — --- it 04 I I I I I � I I � I � I � I � I � I � I � I I � I � I � I � I � I � I �SEE SHEET L2 . 1 /2 . 9 W � r' = NOTE: KOHL'S PARCEL P.O.0 -LOCATION, Y I SEE SHEET L2.4 / L2. 12 SEE KOHL'S PARCEL FOR LANDSCAPE & IRRIGATION LAJ PLANS a ---- -- — -------------� �Ilrr n7f C�zt? rr i G �5i 0 �1 `3� &L�5 64 _-)7), 7.5 5K _..-B- 2142-.A5- - —-- --- -- ---17-12 -. - ..-_.__...._ _ ..1-1/2 ---_. _._. . . _ y-._----- ------.-__-___ 1: D5B 1 11/2 1 1 - -- C l y 1 2 8 -� rv� CIF, 4 v _ ,�, 1 Tpv STOP A , .... .... .. ...... ----- ------- i I . , I STOPe-q . ....... --- I A. -------5_0 ., I ,i I � II 103 I 1 T..._ I �L } sy aT --- -- ---- ----- - i NOTE: NOTE: ' ? - - ---_ __------.-- ___--------- -------- I ------- ---- -- ------ --- --- _._ -------- KOHL'S PARCEL P.O.0 LOCATION, REMAINING PARCEL SITE P.O.0 r --- - --_ - SEE SHEET L2.4 , LOCATION, SEE SHEET L2.7 / L2. 15 i - V, t 23 --- - -- --------—..__.__._ - -- ----- _—. ---._.._.. %y5 - -- - - - _. I IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS - ® Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as per Detail 9 Rain Bird Xeri-Bug PC-10-1032/PFR-FRA24 Emittier Mounted on FRA24 30 10.0 GPH Install as per Detail 8, See Emitter Schedule for Qty. _. Meter/POC As Specified by CVWD- 100 PSI Available, Contractor to Verify Prior to Installation �} _-TBS -RP Backflow as Specified by CVWD -By CVWD Rain Bird GB Series Remote Control Valve w/PRS-D Install as per Detail 4 for Flows less than 5 GPM, Install Rain Bird RBY-150C-LSS Upstream from Valve Rain Bird RAIN BIRD XCZ-100-B-COM Install as per Detail, See Below for Specifications OA Aqua Conserve ET-24SP-1 Controller, Pedestal Mount . Install as per Detail 1 © Aqua Conserve ET-32SP-1 Controller, Pedestal Mount Install as per Detail 1 J Red&White Valve Co. 5044F Full Port Brass Ball Valve Install as per Detail 2 © Rain Bird Rain Bird 33DRC Quick-Coupling Vavle Install as per Detail 3 Pacific Plastics-Lateral Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2"and Larger Install as per Detail 11 Pacific Plastics-Mainline Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2"and Larger Install as per Detail 11 —4.AT — E, va"' ' �l — — — — — — Pacific Plastics-Sleeve Schedule 40 PVC Pipe Twice Pipe/Wire Bundle Size Install as per Detail 11 - - - - - - � _• ♦ � NOrth �/ Drip Circuit-Trees Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 �,y /♦ - t W f Drip Circuit-Palms Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 Drip Zone-Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 0EE9"EETU. 11 $EEeMEET P. 2Y 1 EMITTER SCHEDULE STATION NUMBER w w QTY PLANT MATRIAL EMITTER TYPE 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 2 ; ! b 2 Moderate Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 6.7 VALVE GPM1577 = Scale: or ■ W �* ....�.. 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-10-1032/PFR-FRA24* 10.0 GPH VALVE SIZE 1" Let« *EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-#X INDICATES DRIP ZONE VALVEwQ - �- 'D-T' INDICATES TREE DRIP VALVE 7 DRIP IRRIGATION LATERAL PIPE SIZING CHART 'D-P' INDICATES PALM DRIP VALVE IH CONTRACTOR TO VERIFY PRIOR TO INSTALLATION 'B-T' INDICATES TREE BUBBLERS VALVE - IF+ 10 20 40 FT. T , 8 9"E GPM PIPE SIZE - CVWD SIGNATURE BLOCK AREA 0-5 1/2"CLASS 315 PLASTIC PIPE i 5-9 3/4"CLASS 315 PLASTIC PIPE It . t}{ {{}� These plans have been reviewed by the Coachella Valley Water District in 9+ 1 CLASS 315 PLASTIC PIPE /� accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, 11I} �1t Section 65597 at seq.requiring efficient landscape and irrigation design in 611 cooperation with the local governing agency(City or County). NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE IN PLANTING AREA. NOTE: N O CONFLICTING UNDERGROUND O R THAT RUNS BETWEEN PLANTER AREAS WILL M��t"_rA�E MON,�"tY��E "Approval of this drawing by CVWD staff does not constitute approval to MAINLINE CONTROLLER PEDESTAL: (1)HIT DW SS IM40 OPT RD-MV-FS200P ® encroach into district and USBR Rights-of-Way. Trees,plants,walls,and Contact HIGH TECH IRRIGATION Inc. 760-773-9224 BE PLACED iN A SCHEDULE 40 PVC SLEEVE TWICE THE OVERHEAD U T I T I E S WITHIN PROJECT AREA permanent structures of any kind may not be planted or installed in CvwO J INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE. Key Map and USBR easements or right-of-way without first obtaining an encroachment permit from CVWD. DESERT GATEWAY PHASE 11 KOHL'S -7 r DATE WATER MANAGEMENT SUPERVISOR DESERT GATEWAY iiIiiiim LANDSCAPE IRRIGATION PLAN iiiiIiiiiio SHRUBSCVWD PLAN# — DEVELOPMENT SERVICES SUPERVISOR u7 O ENGINEER'S NOTE TO CONTRACTOR: crosmucnm CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING No. N Underground Service Alert pNOSCgp g GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED To ASSUME SOLE AND 03.23.07 2ND PLAN CHECK ��° cur le �qR -�`� 1 Rc °' y I LOCATION: N0. 155 COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDItiONS DURING THE COURSE OF C�ISTRUCTiONOF THE PROJECT, INCLUDING y� �• No 9, �:���: ve EoQE raG Call: TOLL FREE WETY IF AL PERSONS AND PROPERTY,THAT THIS REQUIREMENT'SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE ,, �s'm, ' 2.5" BRONZE DISK STAMPED LS 4146 BM L2.11 LIMITED TO NORMAL WMMLE HOURS,AND AND ALL LIABILITY, CONTRACTOR FURTHER AGREES EC DEFEND, INDEMNIFY AND HOLD DESERT GATEWAY PHASE II (� DESIGN PROfESIONAL HARMLESS FROM ANY AND ALL UABILJTY, REAL OF ALl°EGED. W CONNECTION wTitl THE PERFORMANCE OF .; �- Development Resource Consultants, Inc. � r' 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: o 1 —8O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering - Land Surveying - Land Planning GERALD FORD DR. AT THE EAST B.C.R. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IS THESE PLANS WERE OBTAINED BY A DRC ■SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN 800 S. ROCHESTER AVENUE, SUITE 4C orlrARlo, CA 91761 (909) 230-5241, FAX (909) 230-5246 EAST ON MONTEREY AVE. 2.0 E LY OF DA227-2600 CUMMINGS CURLEYMiDASSOCIAT ES, INC B.C.R. Irrigation Plan o ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PREGAUtiONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, LAN O 5 C A P E Am C N 1 T E C -r s f AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12 31�� 778 EAST GREEN STREET,SuIT'E 240,PASADENA,CAUFORNIA 91 101 ® NORTH EAST CORNER OF TWO WORKING DAYS s �"°"'E �P CHECKED BY: UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH rq UT s2s4 NM 312 MONTEREY AVENUE AND 35th STREET a BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND T CA 3s83 AZ 30100 UT 377204 NM 3 12 NV 578 Cu+R6 31® e OF CAI�F� ELEV.: 316.435 (NGVD29 �� COMPLETE RMPONSIBILTiY FOR THE JOB SUE CONDITIONS DURING THE COURSE OF�THE PROJECT,INCLUDING RC W.O. U01-230 FOR: XX F.B. XX E .n c 5 d:41 I i ) A SEE SHEET L2 . 2/ - - _ ..... „r IRRIGATION LEGEND y SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS ;; *X` „fey 4 ® Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as per Detail 9 b Rain Bird Xeri-Bug PC-10-1032/ PFR-FRA24 Emittier Mounted on FRA24 30 10.0.GPH Install as per Detail 8, See Emitter Schedule for Qty. Meter/POC As Specified by CVWD - 100 PSI Available, Contractor to Verify Prior to Installation ! : Ols ' _> '"�''' r DQ TBS RP Backflow as Specified by CVWD By CVWD �. a�,. y«M C3 C3 — — ��)�� - >' >� I�'1 Rain Bird GB Series Remote Control Valve w/PRS-D Install as per Detail 4 /--- ----- --'--- -- T 1 77 J 7' / ;� ;; '7 - ! � for Flows less than 5 GPM, Install Rain Bird RBY-150C-LSS Upstream from Valve Rain Bird RAIN BIRD XCZ-100-B-COM Install as per Detail, See Below for Specifications 't - ! Aqua Conserve ET-24SP-1 Controller, Pedestal Mount Install as per Detail 1 10A - -- - - - 9A 8A 3 - 1 25.0 -- -- - . -- 10.1 22.0 (�. ' I ;! i'I 1 I �': / I © Aqua Conserve ET-32SP-1 Controller, Pedestal Mount Install as per Detail 1 ■ _ — __ ! � Red & White valve Co. 5044F Full Port Brass Ball Valve Install as per Detail 2 -- - - --- r -- - Rain Bird Rain Bird 33DRC Quick-Coupling Vavle Install as per Detail 3 - , l_ artd Pacific Plastics - Lateral Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2" and Larger Install as per Detail 11 , STOP STOP ' i I Pacific Plastics - Mainline Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2" and Larger Install as per Detail 11 �- -f "�_1 ft.� I �— - — — — — — - Pacific Plastics - Sleeve Schedule 40 PVC Pipe Twice Pipe/Wire Bundle Size Install as per Detail 11 �\ � Drip Circuit-Trees Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 ---" ? Drip Circuit- Palms Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 Drip Zone - Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 _ z _ _ � ,>d EMITTER SCHEDULE STATION NUMBER QTY PLANT MATRIAL EMITTER TYPE Locate OC Bac OW 5A »�.- 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/ PFR-FRA24 1.0 GPH 2 2.0 t �,�ui, U� �■■ ) Oh1��' 2�� La ��C 1' 1 `��� f 2 Moderate Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/ PFR-FRA24 1.0 GPH 6.7 VALVE GPM , I D-P ------ _ 5 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-10-1032! PFR-FRA24 10.0 GPH VALVE SIZE1 _ -wft!� 2 RP Back ,o�. II 'EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-#X' INDICATES DRIP ZONE VALV U �, KOHL5 2 LAND50AFF META , _ , Installe �/ C.V W.�. �D T INDICATES TREE DRIP VALVE ,T �I ; DRIP IRRIGATION LATERAL PIPE SIZING CHART D P INDICATES PALM DRIP VALVE ?' CONTRACTOR TO VERIFY PRIOR TO INSTALLATION 'B-T' INDICATES TREE BUBBLERS VALVE � I GPM PIPE SIZE 0 - 5 1/2" CLASS 315 PLASTIC PIPE I ----------- :,� --------__----- ------- ------------ _------------- � ! 5 - 9 3/4" CLASS 315 PLASTIC PIPE 9 + 1" CLASS 315 PLASTIC PIPE Y I NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE IN PLANTING AREA. x i CONTROLLER PEDESTAL: (1) HIT DW SS IM40 OPT RD-MV-FS200P MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL j BE PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE - Contact HIGH TECH IRRIGATION Inc. 760-773-9224 INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE. Al a ! 3 y --- --------- --- ---- ---------'— -----— ----- �. :� , ' — I E SHEET L2 . 6/2 . 14 _ _ ---- - k' I I i t TEVr/FI tv �� tTH m _ s seesHEETL2.32.11 SEE SHEET L24 2 - a ® - _ mm Scale: T 20' w ,� . •I "j is ,, •i :!„ :ri "`" �` ,��, 0 10 20 40 FT. : 1TMI A4V L CVWD SIGNATURE BLOCK AREA ' These plans have been reviewed by the Coachella Valley Water District in , accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.6, Section 65597 et seq.requiring efficient landscape and irrigation design in - cooperation with the local governing agency(City or County). NOTE: NO CONFLICTING UNDERGROUND OR g g g yc ��' MONTEREYAW. WNTFREY"E. Approval of this drawing by CVWD YYD staff does not constitute approval to encroach into district and USSR Rights-of-Way. Trees,plants,walls,and r,- OVERHEAD UTITIES WITHIN PROJECT AREA. permanent structures of any kind may not be planted or installed in CVWD 1y h i Mapand USBR easements or right-of-way without first obtaining an ' Key encroachment permit from CVWD. , , DESERT GATEWAY PHASE 11 KOHL'S DATE WATER MANAGEMENT SUPERVISOR - DESERT GATEWAY LANDSCAPE IRRIGATION PLAN SHRUBSCVWD PLAN# I DEVELOPMENT SERVICES SUPERVISOR No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: DRAWING NO. O Underground Service Alert ENGINEER'S NOTETOCONTRACTOR: so CONSTRUCTION orr> LLR AGREES I THAT IN �o ,ANosCgpF s CITY OF PALM DESERT N ACCEPTED CONSTRUCTION BE SOLE AND 03.23.07 2ND PLAN CHECK �•�� cur ley �� LOCATION: N0. 155 COMPLETE RESPONSIBILTIY FOR THE JOB SITE CDNDIiIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING 5 o yi s I RC L2.12 e .. OEFORE y0G SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE c�` 0A` e " P,>. o a, Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND ODNSRuc0 CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD ��' w�a �` 2.5 BRONZE DISK STAMPED LS 4146 BM c, c+ DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED' IN CONNECTION WITH THE PERFORMAN(�0 � Development Resource ConsultantsD R Ow , Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE 11 1 -800 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering - Land Surveying - Land PlonningLlqc "�� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UIIUTIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A GERALD FORD DR. AT THE EAST B.C.R. _ O 800 S. ROCHESTER AVENUE, SUITE 4C ' aj 2 2 2 Q SFNtCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO IXISTINc unLrnEs EXCEPT THOSE SHOWN yy ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y mo A S S 0 C I A T E S, I N C EAST ON MONTEREY AVE. 2.0 E LY OF DA Irrination Plan ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, L A N D S C A F- E A R C H 1 T E C T S B.C.R, -AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12;31-07 776 EAST GREENSTREET,SUITE 240,PASADENA,CALIFORNIA 91 101 ORTH EAST CORNER OF TWO WORKING DAYS s �.arE P CHECKED BY: c UNAUTHORIZED CHANGES & USES' CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH ry a. TEL, 626.583.8I82 MONTEREY AVENUE AND 35th STREET o i T CA 35e3 AZ 301 00 UT 377204 NM 31 2 NV 578 CLARB 319 '� 4-T.I BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND F of CAL1F� ELEV.: 316.435 (NGVD29) COMPLETE RESPONSIBILITY FOR THE�SITE CONDITIONS DURING THE COURSE OF CONSIRl1CnONOF THE PROJECT, IHCWDII� RC W.O. U01-230 FOR: XX TF.B. XX to ` ,,ww^A , a, I'd I � � - E 2 . 3/2 - I � NOTE: -. �. � ,� -r— --- --------- � — ------ __ _—_----- ,-))a�;�° -------- -- COHL'S PARCEL—P.O.0 —1..-OCATION, -- ------ _� —_---- -- ------ --___ -- - - ---_ — SEE SHEET L2.4 / L2.12 C— ` -, 0 I I g1 ( IdOi� dOiS 1>1 0 S dOi �— _ 2.0 i Ittllit. ■ , ----- ; I / _ —� l STOP -- Mfg \. � ..,. .. yr.a �/•r�sa��a�i�' '.\ ) �°-.`. ✓,.. _ �"; T I 110B - I i I I I i I I � 2.0 LL C L— D-T O � I � i r � ! :� I I , I B - - -- .0 --- - - --- -- — I --- - — - --r— ---- -{ i - I I I ' ' 1 i � I 16.2 -12 tV I i I ! . I NOTE: 41 REMAINING PARCEL SITE P.O.0 I I O LOCATION, SEE SHEET L2.7 / L2.15 , 11 BNE '712 --- -- .io E S ET L2 1 >v' ■ _ I I — — - __ ... _ _ _ - - IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as per Detail 9 ,! O Rain Bird Xeri-Bug PC-10-1032/PFR-FRA24 Emittier Mounted on FRA24 30 10.0 GPH Install as per Detail 8,See Emitter Schedule for Qty. Meter/POC As Specified by CVWD- 100 PSI Available, Contractor to Verify Prior to Installation . - - -- -- - - -- --TBS - - -- -- RP Backnow as Specified b CVWD CVWD - --- -- --- ----- -- ---- ----- - - ---- - -- - - - -- -- - -- - -- -- - - - - -- - - - - -- - p Y Y - - Rain Bird GB Series Remote Control Valve w/PRS-D Install as per Detail 4 for Flows less than 5 GPM, Install Rain Bird RBY-150C-LSS Upstream from Valve Rain Bird RAIN BIRD XCZ-100-B-COM Install as per Detail,See Below for Specifications Q Aqua Conserve ET-24SP-1 Controller, Pedestal Mount Install as per Detail 1 © Aqua Conserve ET-32SP-1 Controller,Pedestal Mount Install as per Detail 1 i - -- -R Whit Valve 44F Full P Br Ball Valve Install as per Detail 2 Red& e a e Co �0 u Port ass a e ® Rain Bird Rain Bird 33DRC Quick-Coupling Vavle Install as per Detail 3 Pacific Plastics-Lateral Schedule 40 PVC Pipe 1-1/2"And Smaller,Class 315 2"and Larger Install as per Detail 11 Pacific Plastics-Mainline Schedule 40 PVC Pipe 1-1/2"And Smaller,Class 315 2"and Larger Install as per Detail 11 Pacific Plastics-Sleeve Schedule 40 PVC Pipe Twice Pipe/Wire Bundle Size Install as per Detail 11 _ ..V ! Drip Circuit-Trees Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 »* North /A / Drip Circuit-Palms Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 "`f Drip Zone-Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 +? EEESMETL2 it T 2 a EMITTER SCHEDULE STATION NUMBER }, QTY PLANT MATRIAL EMITTER TYPE _ 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 2 -r 2 Moderate Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 6.7 VALVE GPM - 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-10-1032/PFR-FRA24' 10.0 GPH VALVE SIZ "EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-#X' INDICATES DRIP ZONE VALVE `Scale: T 2O�'D-T' INDICATES TREE DRIP VALVE DRIP IRRIGATION LATERAL PIPE SIZING CHART D-P INDICATES PALM DRIP VALVE CONTRACTOR TO VERIFY PRIOR TO INSTALLATION 'B-T' INDICATES TREE BUBBLERS VALVE / 0 '0 20 40 FT. SHEET GPM PIPE SIZE s-s 3/4"CLASS Ass sus PLASTIC PIPE c - _ - CVWD SIGNATURE BLOCK AREA 9+ 1"CLASS 315 PLASTIC PIPE caa�rcnr I _ These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, �rliH� 14'° Section 65597 at seq.requiring efficient landscape and irrigation design in NOTE:SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE IN PLANTING AREA, cooperation with the local governing agency(City or County). CONTROLLER PEDESTAL:(1)HIT DW SS IM40 OPT RD-MV-FS200P MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL NOTE: N O CONFLICTING UNDERGROUND O R o�,.h, M��r G,A 'Approval of this drawing by CVWD staff does not constitute approval to Contact HIGH TECH IRRIGATION Inc.760-773-9224 BE PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE QO encroach into district and USER Rights-of-Way. Trees,plants,walls,and I INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE. O� pC OVERHEAD U T I T I E S WITHIN PROJECT AREA. permanent structures of any kind may not be planted or installed in CVWD and USBR easements or right-of-way without first obtaining an KOHL'S Key Map encroachment permit from CVWD. DESERT GATEWAY PHASE 11ttttt■ y 1 DATE WATER MANAGEMENT SUPERVISOR � s DESERT GATEWAY LANDSCAPE IRRIGATION PLAN tipSHRUBS CVWD PLAN# �.x DEVELOPMENT SERVICES SUPERVISOR : to ENGINEER'S NOTE TO CONTRACTOR: t�aasTRucnoN coNTRAcroR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PR PARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: DRAWING NO. GENERALLY ACCEPTED PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 0� F O Underground Service Alert o3.23.07 2ND PLAN CHECK DS qR CITY OF PALM DESERT N LOCATION: N0. 155 L2.13 QORr y COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONS'IRUCTIONOF THE PROJECT, INCLUDING \c��'�v' y N eti � � RC SAFETY OF ALL PERSONS AND PROPERLY THAT THIS tQUIROJtNT SHALL MADE TO APPLY CONTINUOUSLY AND NOT I2.5 BRONZE DISK STAMPED LS 4146 BMa: Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTiON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY MID HOIA ��o o` ��`�� I " DESIGN PROFESSONAI.HARMLESS FROM ANY AND ALL LIABILITY REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF x. w Development Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL —�OO THE EXiStM MID LOCATION OF ANY UNDERGROUND UTILITIES OR SIRUMRE5 SHOWN RI THESE PLANS WERE OBTAINED BY A Civil Engineering Land Surveying Land Planning GERALD FORD DR. AT THE EAST B.C.R. DESERT GATEWAY PHASE 11 r� DRC „ 800 S. ROCHESTER AVENUE, SUITE 4C "�~ 2 2 7—2 6 O O SEARCH of AVAILABLE RECORDS. ,n THE BEST of OUR KNOWLEDGE,THERE ARE No EXISTING lliiLTTIES EXCEPT THOSE SHOWN * * f ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y ANo A S S 0 C I A T E S I N C EAST ON MONTEREY AVE. 2.0' E'LY OF DA Irrigation Plan ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL.PRECAUItONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, B.C.R. 1 L A N D 9 C A P E A R C H 1 T E C T s d TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. �� 776 EAST GREEN STREET,SuIrE 240,PASADENA,CAUFORNIA 91 I01 � UNAUTHORIZED CHANGES & USES' CONSTRUCTION COMRACrOR AGREES THAT IN ACCORDANCE WITH s P CHECKED BY: ® NORTH EAST CORNER OF rqr �� EEL,626.683.8182 MONTEREY AVENUE AND 35th STREET o '— BEFORE YOU DIG GENERALLY ACCEPTED COWRUC71ON PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND F OF CA%-% o cn35e3 nz soioo ur377204 NM siz Nv578 cu,RB st9 ELEV.: 316.435 (NGVD29) N COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRWVNOF THE PROJECT, MWDING RC W.O. U01-230 FOR: XX F.B. XX ML E L, v, I SE i SHEET L2 . 4/2 . 12 -- -— ---- --------- -- T_ 4.3 ---------- ------------- - - -- o-� ? KOHL'S PARCEL P.O.0 LOCATION SEE SHEET L2.4 / L2.12 �. �— IRRIGATION LEGEND / \ I � SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS Rain Bird RWS-BCG02-SOCK Dee WateringDevice 30 0.50 Install as per Detail 9 KOHL'S O Rain Bird Xeri-Bug PC-10-1032/PFR-FRA24 Emittier Mounted on FRA24 30 10.0 GPH Install as per Detail 8, See Emitter Schedule for Qty. i 4.3 ® � - �- 4 I ��� �r � . ;_„ -- r �^ I � Meter/POC As Specified by CVWD- 100 PSI Available, Contractor to Verify Prior to Installation �. , � T dOIS � _5_a a dOiS y ��� s dOiS ` � d)iS - a ' -y-- ]� TBS RP Backflow as Specified by CVWD By CVWD I Rain Bird GB Series Remote Control Valve w/PRS D Install as per Detail 4 ■ ' '� ! for Flows less than 5 GPM, Install Rain Bird RBY-15OC-LSS Upstream from Valve - LANDSGA�'F CONTROLLER p i - - - Install as per Detail See Below for Specifications Rain Bird RAIN BIRD XCZ 100 B COM p p - - - - - - - - .■�■ - - - -■ - - - - - - - - - - -. •- � - - - •- - - - •� ,, _ ' OUS� F'AEL FOR �',�RKING LOT LIGHTS o q p ' A Aqua Conserve ET-24SP-1 Controller, Pedestal Mo..Lt Install as per Detail 1 Aqua Conserve ET-32SP-1 Controller, Pedestal Mount Install as per Detail 1 Red&White Valve Co. 5044F Full Port Brass Ball Valve Install as per Detail 2 /� I O T NSORMR 'AD d RC Quick-Coupling I Install D t l 3 aln Ir aln Irav aa r e al R Bird R B 33D V � p STOP �__L_L " "I t . u ! p Class 315 2 and Lar er Install as er Detail 11 toi Pacific Plastics-Lateral Schedule 40 PVC Pie 1-1/2 And Smaller, g pocalte Pedestal Pacific Plastics-Mainline Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2"and Larger Install as per Detail 11 - - - - - - _ _ _ _ _ _ Pacific Plastics Sleeve Schedule 40 PVC Pipe Twice PipeNVire Bundle Size Install as per Detail 11 ought rrlgatlon Install as per Detail 8 Drip Circuit-Trees Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser ' - orlro ler Drip Circuit- Palms Schedule 40 Backbone w/Class 315 Laterals, FHB-PFR-FRA24 Riser Install as per Detail 8 - - f ---' I r—� Drip Zone-Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 25B f" 1 6 r I. i - 1 \� I EMITTER SCHEDULE STATION NUMBER W I � _, I QTY PLANT MATRIAL EMITTER TYPE I I 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 2 2 Moderate Category Shrugs RAIN BIRD XERI-BUG EMITTER X8-10PC-1032/PFR-FRA24 1.0 GPH 6.7 VALVE GPM •_ 24B _ \ 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-10-1032/PFR-FRA24* 10.0 GPH VALVE SIZE1" *EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-#X' INDICATES DRIP ZONE VALV �� j I 1" 1 --- D-T INDICATES TREE DRIP VALVE - ------`— — -- - ?�c�,.-; -24 ! I' i DRIP IRRIGATION LATERAL PIPE SIZING CHART 'D-P' INDICATES PALM DRIP VALVE CONTRACTOR TO VERIFY PRIOR TO INSTALLATION 'B-T' INDICATES TREE BUBBLERS VALVE GPM PIPE SIZE I I � I 0-5 1/2"CLASS 315 PLASTIC PIPE I i I 5-9 3/4"CLASS 315 PLASTIC PIPE i 9 + 1"CLASS 315 PLASTIC PIPE U) NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE iN PLANTING AREA. CONTROLLER PEDESTAL: (1) HIT DW SS IM40 OPT RD-MV-FS200P MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL Cf] BE PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE I i1 i ! Contact HIGH TECH IRRIGATION Inc. 760-773-9224 INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE. t it I I I y ! ill � i i I o Tla N I 2 LANI�SGAfi'E METE LJ - , -� r -----.— I SEE SHEET L2 . 8/2 . 16 TI NOTE: -- REMAINING PARCEL SITE P.O.0 t I LOCATION, SEE SHEET L2.7 / L2.15 M. North r i - --c.,rEe, Ewnvt�*rvE s•S Zrm •` e 8lE 8HEETl1,8R.N an SH ET d= - tt_ G SHE- a - C - I / ✓i i 'r 20' 0 10 20 40 FT. .__-. °•t'..._. - .+a.,a.,.w.e..,, S SHEET - CVWD SIGNATURE BLOCK AREA C�ICiATp1Y • These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 at seq.requiring efficient landscape and irrigation design in r cooperation with the local governing agency(City or County). NOTE: NO CONFLICTING UNDERGROUND OR a�°i U'AVE °°�rtHFr "Approval of this drawing by CVWD staff does not constitute approval to ®D� Q� encroach into district and USBR Rights-of-Way. Trees,plants,walls,and OVERHEAD U T I T I E S WITHIN PROJECT AREA. permanent structures of any kind may not be planted or installed in CVWD and USER easements or right-of-way without first obtaining an Key encroachment permit from CVWD. DESERT GATEWAY PHASE 11r• KOHL'S DATE WATER MANAGEMENT SUPERVISOR DESERT GATEWAY LANDSCAPE IRRIGATION PLAN 4 SHRUBS CVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: F PALM DESERT DRAWING NO. o Underground Service Alert ENGINEERS NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE wTIH o 1,ANDSCAP CITY O GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK �� cur le a� COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF COISiRUCTiONOF THE PROJECT INCLUDING y�`` y No��''Si , LOCATION: NO. 155 RC FORE yOp SAFETY OF ALL PERSONS AND PROPERTY,THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE n� 0�, ,,, �� , . " L2.14 E Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND,INDEMNIFY AND HOLD �� �� 2.5 BRONZE DISK STAMPED LS 4146 BM _ O DESIGN PROFiSSIONAL HARMLESS FROM ANY AND ALL LIABILITY,REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF " Development Resource Consultants, Inc, 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE 11 0 1 80 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. Civil Engineering . Land Surveying . Land Planning IN-, GERALD FORD DR. AT THE EAST B.C.R. 11iE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN �THESE PLANS WERE OBTAINED BY A 800 S. ROCHESTER AVENUE, SUITE 4C DR M N T R Y A 2.0 E LY OF DA ,- 2 Z —Z 600 SEARCH OF AVNLABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN aE ONTARIO, CA 917f1 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C G R L E Y AND A S S 0 C i A T E S, INC B C R ON 0 E E VE Irri Plan o ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, LAN O ^3 C A w E A R C M 1 T E C T 9 AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE M THESE LINES OR STRUCTURES. 12-31-07 776 EAST GREEN STREET,SurrE 240,PASADENA,CALIFORNIA 91 I01 CHECKED BY: ORTH EAST CORNER OF �°°"� MONTEREY AVENUE AND 35th STREET TWO WORKING DAYS sr �P TEt..626,683.8182 O UNAUTHORIZED CHANGES & USES: WNSRXM NI CONTRACTOR AGREES THAT IN ACCORDANCE WITH qrF �� CA 3Se3 AZ 30100 UT 377204 NM 31 2 NV 576 CLARB 319 ELEV.: 316.435 (NGVD29) W BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND OF CALF N i l COMPLETE RESPONSIMUiY FOR THE J�SHE CONDITIONS DURING THE COURSE OF CONSRUCTIDNOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX E E 0 `4�_ jo at POC/P3 flo Ste L dsc p0 4et r i I ; -1 Q I2E SHEET L ■ ■ � ! , I 1 ith'l2" P c o I - T �✓ j -- --' I ---- - - ---------- - _ -� _ A El L __ ..- - — -tt- -----'- --- - - --'— ----- - --- .` i I 1 Cf) �I D-T \ N ST' 7 ., -4- �klz , — — • a i f 15B I '�''') ul (.J I X (O I T RA O '�MF PAD - -� 911 I ■ i 16B __ I (NI 2.500 r i C1114 a h �e 1 / 17B 5.5 „ I 1 _ _ -17 i f -}I <\ `wl 5 I I i — I I I i , I I Master SiteP1 .qnR 12ndac See IRRIGATION LEGEND z! SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTSONTEREY - -- ® Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as per Detail 9 AVE . i Rain Bird Xeri-Bug PC-10-1032/PFR-FRA24 Emittier Mounted on FRA24 30 10.0 GPH Install as per Detail 8, See Emitter Schedule for Qty. Meter/POC As Specified by CVWD-100 PSI Available,Contractor to Verify Prior to Installation - . - -- -B CVWD - - TBS RP Backflow as Specified by CVWD Y Rain Bird GB Series Remote Control Valve w/PRS-D - install as per Detail 4 i for Flows less than 5 GPM, Install Rain Bird RBY-150C-LSS Upstream from Valve Rain Bird RAIN BIRD XCZ-100-B-COM Install as per Detail,See Below for Specifications Aqua Conserve ET-24SP-1 Controller, Pedestal Mount Install as per Detail 1 © Aqua Conserve ET-32SP-1 Controller, Pedestal Mount install as per Detail 1 - - _ _ _ Install as per Detail 2 -_ -- - - --- - -- - - — - - - - - - - - - - - - - -_ -Red&White Valve Co. 5044E Full Port Brass Ball Valve ® Rain Bird Rain Bird 33DRC Quick-Coupling Vavie install as per Detail 3 T. t ' Pacific Plastics-Lateral Schedule 40 PVC Pipe 1-1/2"And Smaller,Class 315 2"and Larger Install as per Detail 11 -- Pacific Plastics-Mainline Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2"and Larger Install as per Detail 11 �A(f^A4�RAJE'�'� -- EevAO'JRILe Pacific Plastics-Sleeve Schedule 40 PVC Pipe Twice Pipe/Wire Bundle Size Install as per Detail 11 "' North Drip Circuit-Trees Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 •3 Drip Circuit-Palms Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 `` n Drip Zone-Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 9EESHEEi 39 A, EEESHEET Id 2 _ n p EMITTER SCHEDULE STATION NUMBER QTY PLANT MATRIAL EMITTER TYPE d o y{9 Y 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 2 2 Moderate Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/PFR-FRA24 1.0 GPH 6.7 VALVE GPM 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-10-1032/PFR-FRA24* 10.0 GPH VALVE SIZE = ��� 11" 20� *EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-#X' INDICATES DRIP ZONE VALVEw - - - � 'D-T' INDICATES TREE DRIP VALVE DRIP IRRIGATION LATERAL PIPE SIZING CHART 'D-P' INDICATES PALM DRIP VALVE 0 '0 20 40 FT. ' CONTRACTOR TO VERIFY PRIOR TO INSTALLATION 'B-T' INDICATES TREE BUBBLERS VALVE GPM PIPE SIZE CVWD SIGNATURE BLOCK AREA �J B SHEET 0-5 1/2"CLASS 315 PLASTIC PIPE /�T 5-9 3/4"CLASS 315 PLASTIC PIPE These plans have been reviewed by the Coachella Valley Water District in aJ 9+ 1"CLASS 315 PLASTIC PIPE accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, Section 65597 at seq.requiring efficient landscape and Irrigation design in 1 NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE IN PLANTING AREA. cooperation with the local governing agency(City or County). / :r `Approval of tl>Ifs drawing by CVWD staff does not constitute approval to CONTROLLER PEDESTAL: (1)HIT DW SS IM40 OPT RD-MV-FS200P MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL NOTE: NO CONFLICTING UNDERGROUND OR Contact HIGH TECH IRRIGATION Inc.760-773-9224 BE PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE encroach into district and USBR Rights-of-Way. Trees,plants,walls,and INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE. ®� permanent structures of any kind may not be planted or installed in CVWD , OVERHEAD UTITIES WITHIN PROJECT AREA. and USBR easements or right-of--way without first obtaining an Key encroachment permit from CVWD. DESERT GATEWAY PHASE 11 KO L'S DATE WATER MANAGEMENT SUPERVISORS I DESERT GATEWAY ■� LANDSCAPE IRRIGATION PLAN SHRUBSCVWD PLAN# DEVELOPMENT SERVICES SUPERVISOR o � CITY OF PALM DESERT DRAWING NO. No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: cw ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH l ANDSCgp L2,15 Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 03.23.07 2ND PLAN CHECK ���° cur x COMPLETE RESPONSMUTY FOR THE JOB SiTE CONDITIONS DURING THE COURSE OF CONSiRUCIIONOF THE PROJECT,INCLUDING ��� y oti,A LOCATION: N0. 155 RC FORE TOG SAFELY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �o �` �s F� 2.5" BRONZE DISK STAMPED LS 4146 BM o call. TOLL FREE LIMITED TO NORMAL WORKING HOLM, AND CWSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD p DESERT GATEWAY PHASE II _ a - � DevelO meet Resource Consultants Inc, f� 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UARI Y, REAL OF ALLEGED. N CONNECTION WITH THE PERFORMANCE Of I —8 0 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering . Land Surveying . Land Planning GERALD FORD DR. AT THE EAST B.C.R. THE DSTENCE AND LOCATION OF ANY UNDERGROUND URLTITES OR STRUCTURES SHOWN N THESE PLANS WERE OBTAINED W A DR 800 S. ROCHESTER AVENUE, SUITE 4C l SEARCH OF AVALABLE RECORDS. M THE SST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTIUTIES EXCEPT THOSE SHOWN * DaE * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS C U R L E Y mo A S S 0 C I A T ES, INC EAST ON MONTEREY AVE. 2.0' E'LY OF DA Irrination Plan227-26OO oN TIiESE PLANS. THE fX)NIRACTOR IS REQUIRED TO TAKE ALL MEASURES TO PROTECT THE ummEs sHONM, j LAN CsGAPE Ai4C H 1TECTs B.C.R. I 776 EAST GREEN STREET,SUITE 240,PASADENA,CALIFORNIA 91 101 ORTH EAST CORNER OF 1 TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CHECKED BY: p ST .DATE `P TEL.826.683.8182 MONTEREY AVENUE AND 35th STREET BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCTION cWRACTOR AGREES THAT N ACCORDANCE WITH qrF �� CA 3583 AZ 30100 LIT 377204 NM 312 NV 578 CLAR6 319 GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR NAIL BE REQUIRED TO ASSUME SOLE AND OF CALIF ELEV.: 316.435 (NGVD29) N COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSiRUCT10NOF THE PTIO,ECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX -9 � 1 ., -�•� x ? „ > I n 11 Jul S E S H E ET L2 m6/2 s 1 4 /1 4 i I X c0is _3 \ \\ j — I l- 1 f r6 --- - _ bb4 y r i II 23B — -- 2B _._.. ------ lot _-- 21 -- ! I I 1" 1- r • I OL Y is IRRIGATION LEGEND SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS - - STOP � Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as per Detail 9 Rain it X ri-Bu PC-10-1032/ PFR-FRA24 Emitti r Mounted n FRA24 30 10.0 GPH Install as per Detail 8 See Emitter Schedule for t . a Bird e e o Q g P � Y � ! � � I •,� eta, O I .. `r As Specified by CVlND - 100 PSI Available, Contractor to Verify Prior to Installation _ LO I � v ���,��y�,� I � Meter/POC _ TBS RP Backflow as Specified b CVWD B CVWD v� A p Y Y Rain Bird GB Series Remote Control Valve w/PRS-D Install as per Detail 4 ■ ■ i.. -- — --- - - ��y P I for Flows less than 5 GPM Install Rain Bird RBY-150C-LSS Upstream from Valve yI t I , � %' ■� Rain Bird RAIN BIRD XCZ-100-B-COM Install as per Detail, See Below for Specifications �Ik I 0 Aqua Conserve ET-24SP-1 Controller, Pedestal Mount Install as per Detail 1 0 I �� ! 20B Q ! g Aqua Conserve ET-32SP-1 Controller, Pedestal Mount Install as per Detail 1 Red & White Valve Co. 5044F Full Port Brass Ball Valve Install as per Detail 2 1" I Ilr ■ j I I { ! D-P ! ! Q Rain Bird Rain Bird 33DRC Quick-Coupling Vavle Install as per Detail 3 C"'k+4p g I , 19B Pacific Plastics - Lateral Schedule 40 PVC Pipe 1-1/2" And Smaller, Class 315 2" and Larger Install as per Detail 11 ! ! 3.7 - I Pacific Plastics - Mainline Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2" and Larger Install as per Detail 11 Pacific Plastics - Sleeve Schedule 40 PVC Pipe Twice Pipe/Wire Bundle Size Install as per Detail 11 ■ I 7" I � i Drip Circuit-Trees Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 1 8B / ; i� �.� Drip Circuit- Palms Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 Drip Zone - Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8 I ' t _ ! EMITTER SCHEDULE STATION NUMBER =' QTY PLANT MATRIAL EMITTER TYPE _. 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/ PFR-FRA24 1.0 GPH 2 LO 2 Moderate Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/ PFR-FRA24 1.0 GPH 6.7 VALVE GPM 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-10-1032/ PFR-FRA24* 10.0 GPH VALVE SIZE11 *EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-#X' INDICATES DRIP ZONE VALVED 'D-T' INDICATES TREE DRIP VALVE ' DRIP IRRIGATION LATERAL PIPE SIZING CHART 'D-P' INDICATES PALM DRIP VALVE i CONTRACTOR TO VERIFY PRIOR TO INSTALLATION 'B-T' INDICATES TREE BUBBLERS VALVE I GPM PIPE SIZE 0 - 5 1/2" CLASS 315 PLASTIC PIPE - I 5 - 9 3/4" CLASS 315 PLASTIC PIPE 9 + 1" CLASS 315 PLASTIC PIPE i —1— I NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE IN PLANTING AREA. I CONTROLLER PEDESTAL: (1) HIT DW SS IM40 OPT RD-MV-FS200P MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL i -- = - - - -- - - Contact HIGH TECH IRRIGATION Inc 760 773-9224 BE PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE. --- - / -fee --ICI aster ite I I I I qndRC2 nA Ans rv, MONTEREY AVE . 71, W, NOTE: - - REMAINING PARCEL SITE P.O.0 LOCATION SEE SHEET L2.7 / L2.15 , MATE � �TF..'r)Ti9•I$fiIVF. T�" NWh . 9 �n aR - 9EE 8HEE7 Lt.313.77 SEESHMTLI./ — J 7*:'4j, "�i. ,I a p �' - -- - , 8 • ■ ij 11 _ u l f i A'a 0 10 20 40 FT. " � r� A Z CVWD SIGNATURE BLOCK AREA These plans have been reviewed by the Coachella Valley Water District in accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8, ` Section 85597 et seq.requiring efficient landscape and irrigation design In % cooperation with the local governing agency(City or County). NOTE: N O CONFLICTING UNDERGROUND O R MONTERE AVr -f n 67��' *Approval of this drawing by CVWD staff does not constitute approval to encroach into district and USBR Rights-of-Way. Trees,plants,walls,and , OVERHEAD U T I T I E S WITHIN PROJECT AREA. uu permanent structures of any kind may not ou planted or installed M CVWD and USBR easements or right-of--way without first obtaining an Key encroachment permit from CVWD. , a ' DESERT GATEWAY PHASE 11 KOHL'S �,�� .• :+,"a§�". -'rob .�.,� DATE WATER MANAGEMENT SUPERVISOR DESERT GATEWAY ■� LANDSCAPE IRRIGATION PLAN ■� SHRUBSCVWD PLAN# ,_._. „�• ` ' DEVELOPMENT SERVICES SUPERVISOR No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: DRAWING NO. o ENGINEERS NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH %,NNDSCAp CITY OF PALM DESERT N Underground Servlce Alert GE 4MIY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND �a e q 03.23.07 2ND PLAN CHECK �� curleY R� i LOCATION: NO. 155 -- L2,16 ORE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS WRING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING 5� �'• 'Yo 'yi �'�"� ` RC .Ct 0EF YOG SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE c�` e�ti ,;, �� _ " a Call: TOLL FREE UMRTED TO NORMAL WORKING HOURS,AND CONSRUCTDN CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD �� —= 2.5 BRONZE DISK STAMPED LS 4146 BM c+P DESIGN PROFESSIONAL.HARMLESS FROM ANY AND ALL UABIUTY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMN�E OF w Development Resource Consultants, Inc, , 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL DESERT GATEWAY PHASE II o 1 — O O THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A Civil Engineering . Land Surveying . Land Planning � :--- " DRC Soo S. RocliESTER AVENUE, SUITE 4C � ,� ' 1 GERALD FORD DR. AT THE EAST B.C.R. hi _ 2 2 7—2 6 0 C) SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR I(NOWLEDGE,THERE ARE No EXISTING UTILlREs EXCEPT THOSE SHOWN p .,�� * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS C U R L E Y AND A S S 0 C I A T ES, INC EAST ON MONTEREY AVE. 2.0 E LY OF DA IrriRation PlanON THESE PLAN$. THE CONTRACTOR S REQUIRED TO TAKE ALL MEASURES TO PROTECT THE UTILTTES SHOWN. — L A N D a C A P E A P! C M 1 T E C T 8AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12.31-07 776 EAST GREEN STREET,SUITE 240,PASADENA,CALIFORNIA 91 101 ® ORTH EAST CORNER OF ` TWO WORKING DAYS �•«n CHECKED BY: BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCTION coNtRAL,rroR AGREES THAT IN ACCORDANCE wmi srq F���P TEL.626.683. 312 ELEV.: 316.435 (NGVD29) v cn GENERALLY ACCEPTED CONSTRUCTION PRACTICES, COrISTRUCTTON CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND r OF CALF cA 3Se3 <z 3010o ur377204 NM 312 Nv spa cLaRe 319 MONTEREY AVENUE AND 35th STREET COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS WRING THE COURSE OF CONSTRUCTIONOF THE PROJECT, IIKWDING RC W.O. U01-230 FOR: XX F.B. XX E ter, 1. � - ..