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STONE E LE
AG
RESIDENTIAL STREETSCAPE
(SEE SPECIF'IGAT'IONS FOR ADDIT'IONAL, INF'ORIVIATION)
GENERAL NOTES: DEVELOPERW A CO
GRADING GENERAL NOTES: PLANTING GENERAL NOTES: (CONTINUED) ABBREVIATIONS: / 01�NER
1. THESE CONSTRUCTION DOCUMENTS, INCLUDING ALL PLANS, NOTES, DETAILS AND 1. CONTRACTOR IS TO REVIEW THE SITE IN THE FIELD PRIOR TO BIDDING TO DETERMINE THE 23.ALL SPECIMEN TREES TO BE FIELD LOCATED BY LANDSCAPE ARCHITECT OR OWNER'S @ = AT R = RADIUS LOW 1/E OPMENT
SPECIFICATIONS ARE INTENDED TO FACILITATE THE INSTALLATION CONTRACTOR BY EXTENT OF FINE GRADING ACTIVITIES REQUIRED. REPRESENTATIVE.SEE PLANT MATRIX SHEETS L2.1 THROUGH L2.3. It = PROPERTY LINE RG = ROUGH GRADE - O : o PROVIDING GENERAL GUIDELINES FOR DESIGN INTENT. IT IS THE GOAL OF THE DOCUMENTS = CENTER LINE SHT = SHEET 74-001 f SE VE DRIVE 0 N00
THAT THE WORK IS TO BE COMPLETED WITHOUT CHANGE ORDERS. ALL QUANTITIES SHOWN 2. CONTRACTOR SHALL GRADE TO MAINTAIN POS171VE DRAINAGE AWAY FROM ALL 24.ALL QUANTITIES SHOWN/N PLANT LEGEND ARE FOR THE LANDSCAPE ARCHITECTS' q b
IN THE DOCUMENTS ARE ESTIMATES ONLYAND ARE NOT GUARANTEED; THE CONTRACTOR RESIDENCES. REVIEW ENGINEERS PLAN FOR DRAINAGE. ESTIMATING PURPOSES ONLYAND ARE NOT GUARANTEED. CONTRACTOR SHALL PREPARE EA = EACH SIM = SIMILAR INDIAN WELLS, CA 92210 n a
SHALL SUPPLYALL MATERIALS LABOR AND EQUIPMENT IN ORDER TO FULFILL THE DESIGN HIS OWN QUANTITIES TO FULFILL THE INTENT OF THE DRAWINGS. QUANTTTlES LISTED REFLECT EJ = EXPANSION JOINT STA = STATION
INTENT. TOTAL QUANTITIES FOR THE PROJECT AND ARE NOT SPECIFIC TO EACH SHEET PHONE:(760)674 2262 b
3. FINISH GRADING SHALL BE BY THE DIRECTION OF THE L4NDSCAPEARCHITECT. EQ = EQUAL TC = TOP OF CURB W w
FG = FINISH GRADE TF = TOP OF FOOTING FAX: (760) 837-4848 W o
2. INTERPRETATION OF THE PLANS AND SPECIFICATIONS SHALL BE MADE BY THE'AUTHOR"OR 4. LANDSCAPE ARCHITECT SHALL APPROVE GRADING PRIOR TO PLANTING. 25. THE CONTRACTOR SHALL INSTALL ARBOR GUARDS AT ALL TREES LOCATED IN TURF CONTACT.• IVIZAR FARHA T
'ARCHITECT/ENGINEER-OF-RECORD"OF THE RESPECTIVE DOCUMENT AND SHALL BE AREAS. FL = FLOW LINE TP = TOP OF PILASTER
00
CONSIDERED FINAL. ANY POSSIBLE AMBIGUITY SHALL BESUBMITTED IN WRITING BY THE 5. GRADING FOR THIS PROJECT INCLUDES THEFOLLOWING: FS = FINISH SURFACE TR = TOP OF RETAINING Q
CONTRACTOR PRIOR TO SUBMITTING FORMAL BIDS. ALL CLARIFICATIONS SHALL BE PREPARED 26. CONTRACTOR TO PROVIDE AGRONOMY TESTING FOR THIS SITE AND COMPLY WITH GRAD BRK = GRADE BREAK TSW = TOP OF SIDEWALK
IN WR/71NG BY THE'ARCHITECT/ENGINEER-OF-RECORD"PRIOR TO BIDDING. THE AJ FINE GRADING OF EXISTING ROUGH GRADES IS REQUIRED TO TESTING LAB'S RECOMMENDATIONS FOR BACKFILL MIX. G = HIGH POINT TV = TOP OF VIEW WALL
CONTRACTOR SHALL ACCEPT THE INTERPRETATION OF THE PROVIDE SMOOTH,EVEN GRADE TRANSITION IN LANDSCAPE AREA. MAX = MAXIMUM TW = TOP OF WALL CONSULTANT TEAM
'ARCHITECT/ENGINEER-OF-RECORD"AS THE CORRECT AND FINAL INTERPRETATION. B) CREATION OF LOW MOUNDS IN THE STREET LANDSCAPE AND
3. ANYINCIDENTALINSTALLATION PROCEDURE MATERIAL COMMUNITY OPEN SPACE AREAS. HARDSCAPE GENERAL NOTES: MIN _ MINIMUM TYP = TYPICAL LANDSCAPE ARCHITECT
OR EQUIPMENT, NOT MENTIONED NIC = NOT IN CONTRACT 0.00 = PROPOSED GRADE
IN THESE CONSTRUCTION DOCUMENTS, THE SPECIFICATIONS NOR SHOWN ON THE PLANS, 6. IMPORTING AND PLACING"OFF-SITE 3/8"MINUS TOPSOIL"IN THE FOLLOWING AREAS: 1.ALL CONCRETE SIDEWALKS SHALL BE NATURAL GRAY IN COLOR UNLESS NOTED NTS = NOT TO SCALE
WHICH MAY BE NECESSARY FOR COMPLETION AND SATISFACTORY OPERATION OF THE OTHERWISE. (0.00) = EXISTING GRADE GREEY/ P/CKETT
DESIGN SYSTEM SHALL BE FURNISHED AND INSTALLED(AS BASED ON INDUSTRY STANDARDS) A) TURF AND ANNUAL AREAS(6"DEPTH). 7507 E. MCDONALD DRIVE, SUITE B ti
AS THOUGH SHOWN OR PROVIDED FOR. B) PLANT BACKFILL (CAN BE SCREENED ON-SITE SOIL). N2 ALL CONCRETE OTED OTHERWISE.LANDSCAPE HEADERS SHALL BE NATURAL GRAY IN COLOR UNLESS SCOTTSDALE, ARIZONA 85250
4. EXISTING CONDITIONS AND BASE INFORMATION ARE BASTED ON PLANS PREPARED BY: 7. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY CALICHE ENCOUNTERED ON SITE PHONE: (480, 609-0009
'THE KEITH COMPANIES"(TKC). ■
AT NO ADDITIONAL COST TO THE OWNER. 3.ALL HARDSCAPE ELEMENTS, WHETHER OR NOT GRAPHICALLY REPRESENTED ON THESE ^ ' -
SHEETS,SHALL MAINTAIN THE SAME SPECIFICATIONS AS DESCRIBED ON THIS SHEET ��Yv►�v �� ;- FAX: (480) 609-0068 9 `
5. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON THE DRAWING ARE APPROXIMA TE. 8. ON SITE AND OFF SITE TOPSOIL SHALL CONFORM TO CONTENT REQUIREMENTS AS UNLESS NOTED OTHERWISE. - APPROVED - CONTACT: RICK SCHWARZ
NEITHER THE OWNER,NOR THE LANDSCAPE ARCHITECT, NOR THE LANDSCAPE ARCHITECTS SPECIFIED IN PART 2 OF THE PLANTING SPECIFICATIONS.AGRONOMY TEST SUBMITTALS ARE a
SUB CONSULTANTS ASSUMES ANY RESPONSIBILITY FOR UTILITIES OR STRUCTURES NOT SHOWN REQUIRED FOR ALL MATERIAL USED FOR TOPSOIL AND BACKFILL.SUBMIT REPORT TO
4. REFER TO CIVIL PLANS PREPARED BY'THE KEITH COMPANIES(TKC)"FOR ALL / FINAL LANDSCAP CKAGE ~� 00
OR NOT IN THE LOCATION SHOWN ON THE DRAWINGS. CONTRACTOR SHALL VERIFY THE LANDSCAPE ARCHITECT FOR REVIEW. INFORMATION REGARDING ASPHALT AND CURB/GUTTER CONSTRUCTION. 0A �,o)1j,t76
�ER
EXACT LOCATION OF UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL USE EXTREME CIVIL ENGIN
CAUTION WHEN WORKING OVER OR NEAR EXISTING GAS MAINS. SPECIAL PRECAUTIONS 9. CONTRACTOR SHALL SUBMIT FOR APPROVAL AN AGRICULTURAL SUITABILITY AND 5.ALL DETAILS SHALL BE REVIEWED BY STRUCTURAL ENGINEER AND MODIFIED(IF r; auwa THE KE/TH OMPANIES(TKC)
SHALL BE TAKEN WHEN INSTALLING TREES NEAR EXISTING ELECTRICAL SWITCH PADS AND CHEMICAL ANALYSIS OF PROPOSED IMPORT SOIL. NECESSARY)PRIOR TO CONSTRUCTION.
73733 FRED WARING DRIVE, SUITE 100
UTILITY EASEMENTS. ■ ■
10. FINISH GRADE REFERS TO TOP OFSOIL ELEVATION WITHOUT GRAVEL MULCH 6. EXPANSION JOINTS IN CONCRETE PAVING SHALL BEA MAXIMUM OF20'-0"APART -
PALM DESERt CA 92260
6. THESE NOTES ARE TO BE USED FOR GENERAL REFERENCE IN CONJUNCTION WITH AND AS (DECOMPOSED GRANITE/DESERT COBBLE). UNLESS NOTED OTHERWISE ON THE PLANS. PHONE: (760) 346-9844 TT30438
A SUPPLEMENT TO THE WRITTEN SPECIFICATION,APPROVED ADDENDUMS,AND THE CHANGE
ORDERS AS ASSOCIATED WITH THESE LANDSCAPE CONSTRU'CT70N DOCUMENTS. 7. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL METAL FABRICATIONS FOR FAX: (760) 346-9368
7.SHOULD THE CONTRACTOR HAVE ANY QUESTIONS REGARDING THESE PLANS OR SHOULD
LAYOUT & POTHOLING: REVIEW BY OWNER AND LANDSCAPE ARCHITECT. VICINITY MAP: N.T.S. CONTACT: BERNY ZAMBRANA
THERE BE ANY DISCREPANCIES, HE SHALL CONTACT THE LANDSCAPE ARCHITECT FOR 8. GRIND ALL WELDS SMOOTH.
CLARIFICATION BEFORE PROCEEDING FURTHER. 1. CONTRACTOR IS REQUIRED TO ADEQUATELY POTHOLE TO DETERMINE EXACT LOCATION
SITE ._
AND DEPTH OF ALL UTILITY LINES. LOCATIONS AND DEPTHS ARE TO BE VERIFIED BY OWNER 9. CONTRACTOR SHALL SUBMIT A SAMPLE OF THE METAL FINISH FOR APPROVAL PRIOR
8.ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS AND PER GOVERNING REPRESENTATIVE, THEN PAINTED ON GROUND SURFACE AND MAINTAINED UNTIL ALL TREES TO CONSTRUCTION OF ANY METALWORK.SAMPLE FINISH WILL BE PROVIDED BY L.A. L
CODES AND/OR ORDINANCES. ARE PLANTED AND IRRIGATION INSTALLED. OR DISCUSSED IN PRE-BID. �O
HOMESTEAD ROADKQ
SHEET INDEX
9. THE CONTRACTOR SHALL PROVIDE BARRICADES AND TRAFFIC CONTROL ALONG PUBLIC 2. VERIFY CONDUIT SWEEPS PRIOR TO DIGGING TREE PITS AROUND ALL UTILITIES.
STREETS/F REQUIRED, DURING INSTALLATION :': ��.
• �P COVER SHEEN L0. 1 Q.
10.IT lS THE CONTRACTORS RESPONSIBILITY TO REPORT TO THE OWNERS AUTHORIZED PLANTING GENERAL NOTE (, DR.
S: CITY OF PALM DESERT NOTES: SITE PLAN
REPRESENTATIVE ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS PRIOR TO ..... DEL �� /MEET LA YOUT L 1. 1 V
INSTALLATION OF THE WORK. CONTRACTOR SHALL REVIEW PLANTING PLAN WITH LANDSCAPE ARCHITECT PRIOR TO 1. THE CITY OF PALM DESERT RESERVES THE RIGHT TO ADJUST PLANT COUNT BASED ON S� _O RESIDENTIAL STREETSCAPE MATRIX L2. 1
INSTALLATION FIELD CONDITIONS AND OBSERVATIONS. PLANTING PLAN L3. 1
11. BEFORE WORK BEGINS ON THE PROJECT, THE CONTRACTOR SHALL REVIEW THE PROJECT Q 0
WITH THE LANDSCAPE ARCHITECT AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE. THE 1, LANDSCAPE ARCHITECT OR HIS REPRESENTATIVE RESERVES THE RIGHT TO REFUSE ANY z IRRIGATION LAN L4. 1
LANDSCAPE ARCHITECT AND/OR THE OWNER S AUTHORIZE4 REPRESENTATIVE SHALL APPROVE PLANT MATERIALS HE DEEMS UNACCEPTABLE. SEE SPECIFICATIONS. PLANTING D AILS L5. 1 -'
ANY OR ALL CHANGES PRIOR TO THE START OF WORK. O Z -
2.ANY AND ALL SUBSTTT BONS TO BE APPROVED BY THE LANDSCAPE ARCHITECT. N IRRIGATION ETAILS L6. 1 L6.2 )
12. CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND COORDINATING EXISTING SITE SPECIF/CATI ITN L7. 1 - L7.2
CONDITIONS. 3. GROUNDCOVER, DECOMPOSED GRANITE, DESERT COBBLE AND/OR GRANITE RIP-RAP BIGHORN MOUNTAI S BIGHORN CANYONS `+-
NORM
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS SHALL EXTEND UNDER SHRUBS UNLESS OTHERWISE NOTED ON PLANS. GOLF CLUB GOLF CLUB MM O
ASSOCIATED WITH HIS/HER WORK. LOWE DEVELOPMENT SHALL NOT REIMBURSE FOR THE
4. LOCATE PLANTS AWAY FROM SPRINKLER HEADS, LIGHT FIXTURES AND OCHER •
COST OF PERMITS. OBSTRUCTIONS.
14. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES, WITH UTILITIES ON SITE, PRIOR 5. FINAL LOCA110N OF ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE PROJECT SITE MAP:
TO THE CONSTRUCTION OF THE PROJECT. THE CONTRACTOR SHALL ADHERE TO ALL
OWNER'S AUTHORIZED REPRESENTATIVE.
APPLICABLE LOCAL,STATE,AND OR FEDERAL LAW OR REGULATIONS PERTAINING TO THE
PROJECT. 6.PLANTING AND IRRIGATION DESIGN MAY BE MODIFIED TO ADAPT TO WALK E- � MAI, NCE,
CONFIGURATIONS THAT DIFFER FROM THESE PLANS, OR BECAUSE OF GRADE LIM/TA110NS - FACURr y
15. CONTRACTOR SHALL PROPELYWORK WffH -� cue
WORK PRIOR TO►NSTALLA ON.THE CONTRAI CTOR SI HALL BECOME OTHER
FAMILIAR WITH CONTRACTORS
ON SITE. WATER CONSERVATION CONCEPT STATEMENT: --- - '- `
LOCATIONS OF EXISTING AND FUTURE UNDERGROUND SERVICES AND IMPROVEMENTS WHICH 7. Manva�ner
FINISH GRADE OF ALL PLANTING AREAS/S TO BE 2"BELOW ADJACENT PAVING. � ��-- - pR.
MAY CONFLICT WITH THE WORK TO BE DONE. NOTIFY THE OWNER'S AUTHORIZED GLE
REPRESENTATIVE IMMEDIATELY SHOULD A CONFLICT ARISE. PROJECT SITE: STONE EAGLE TRACT OR PARCEL NUMBER: RESIDENTIAL STREEISCAPE j
8. WATER TEST ALL TREE PLANTING HOLES PRIOR TO PLANTING. IF TREE HOLE DOES NOT srR�sc,�PE ENE
DRAIN, DO NOT PLANT,SEE HARDPAN DETAIL.
16. THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING PROJECT LOCA110N: 48099 HWY 74 PALM DESERT, CA. 92260
IMPROVEMENTS AND THE PUBLIC FROM DAMAGE THROUGHOUT CONSTRUCTION. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR FULL IRRIGATION COVERAGE OF ALL PLANT NERDEMMI �( CLUBHOUSE
MATERIAL.
LANDSCAPE ARCHITECT: GREEY / PICKEiT (�
I Z CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGES IMPOSED, ��Q O\, y j
UNIN7EN110NALLY ORACCIDENTALLY TO EXISTING UTILITIES,STRUCTURES WALLS OR OTHER IRR/GA110N DESIGNER: COATES IRRIGATION CONSULTANTS
la REFERENCE CIVIL ENGINEERING DRAWINGS FOR GRADING AND DRAINAGE FLOWS,
AMENITIES DUE TO THE AC71ON OF THE CONTRACTOR, CONTRACTORS EMPLOYEES AND/OR LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE THAT THESE ARE PROVIDED FOR AND CONTRACTOR: LAND CONCEPTS, INC
C - O
THE CONTRACTOR'S SUBCONTRACTORS. DAMAGE OCCURRED DURING THE CONTRACTOR'S
OPERATION SHALL BE REPAIRED, AT THE EXPENSE OF THE CONTRACTOR, TO THE NOT IMPAIRED WITH OBSTRUCTIONS. � i/r - !�• �� ` � ,�� coo
SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. INCLUDED/N THIS PROJECT SUBMITTAL PACKAGEARE.•(CHECK TO INDICATE COMPLETION) e ?°\ \� t Q• f
11.ACCURATE LAYOUT OF TREES IS ESSENTIAL. PAINT LOCATION OF TREES IN LANDSCAPE
AREA AND HAVE OWNERS REPRESENTA 71 VE A PPRO VE PRIOR TO DIGGING HOLES. 1 5
18.STAGING AREAS ARE TO BE COORDINATED WITH THE OWNER'S REPRESENTATIVE. �1. MAXIMUM ANNUAL APPLIED WATER ALLOWANCE: ......
12. CONTRACTOR SHALL ADD TOPSOIL AMENDMENTS/N TURF AREAS AS SPECIFIED/N PART CONVENTIONAL LANDSCAPE: 446 100 CU. FT./YEAR•
19.MATCH GRADES, LAYOUT AND ELEVATIONS OFADJO/N/NG LANDSCAPE WORK BY 2 OF THE PLANTING SPECIF/CAO +RECREATIONAL TURFGRASS LANDSCAPE. 0 100 CU. FT./YEAR
TONS.REFER TO PLANTING SPECIFICA71ONSFOR FURTHER (IF APPLICABLE)
OTHERS. NOTIFY THE LANDSCAPEARCHITECT OF CONFLICTS BEFORE PROCEEDING WITH MAXIMUM ANNUAL APPLIED WATER ALLOWANCE:448 100 CU. FT./YEAR C BAJ
CONSTRUCTION. COORDINATE WITH CONCRETE WORK AND SIGN WORK OCCURRING INFORMATION ON SOIL PREPARATION AND SOIL MIXES. --- 'qD_A
• �2. ESTIMATED ANNUAL APPLIED WATER USE BY HYDROZONE:
SIMULTANEOUSLY WITHIN THE PROJECT LIMITS. RECEIVED
20. IN ADD/110N TO SUBMITTING MATERIAL SAMPLES, THE CONTRACTOR SHALL PREPARE A
11 ALL HYDROSEED PLANTING AND ANY DISTURBED AREAS TO RECEIVE FINE GRADE OF TURFGRASS HYDROZONES:_0 100 CU.FT./YEAR \�- _ l
NATURAL SOIL AND DESERT COBBLE TO REPRESENT THE NATURAL DESERT FLOOR ADJACENT RECREATIONAL TURFGRASS HYDROZONES: 0 lOD CU. FT./YEAR J - as revisions:
�� xEsro�ruu
4'X4'SAMPLE PANEL FOR EACH TYPE OF CONSTRUCTION MATERIAL, I.E.,AJ CONCRETE TO THE PROJECT. VERY LOW PLANT HYDROZONES: 0 100 CU. FT./YEAR "''E 0 J U N 7 `' a)6
PAVERS, B)EXPOSED AGGREGATE PAVING, C)INTEGRAL COLORED CONCRETE,ETC.,FOR ........
LOW PLANT HYDROZONES: 157 100 CU. FUYEAR _-_ _ _-- s '�
APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER'S AUTHORIZED REPRESENTATIVE 14. CONTRACTOR SHALL APPLY'I'ERMEON' OR APPROVED EQUAL TO MATCH ALL ROCK MEDIUM PLANT HYDROZONES: 109 100 CU. FT./YEAR G!/T = _ = _ _ = _ _ _ _ - �
PRIOR TO FINAL CONSTRUCTION OUTCROPPINGS AND AREAS DISTURBED BY GRADING/CONSIT?UCIION EQUIPMENT WITH THE HIGH PLANT HYDROZONES: 18 100 CU. FUYEAR18LIC WORKS DEPARTMENT
ADJACENT NATURAL DESERT VARNISH. �G PROJECT TRACT NUMBERS' CITY OF PALM DESERT
WATER FEATURES: 0 100 CU. FT./YEAR 0 100 CU. FT./YEAR F �- project#:
ESTIMATED ANNUAL TOTAL APPLIED WATER USE 278 100 CUBIC FEET/YEAR. �,,1 T�. W -- XXXXX RESIDENTIAL STREE1SCAPE LRC007
15. CACTI TO BE PLANTED 3'MINIMUM AWAY FROM ALL PEDESTRIAN ROUTES. -_ 2
DESERT COBBLE AND GRANITE RIP-RAP: �3. EATAWU<MAAWA -- __ , _,� ` i/ / scale:
IA
16. CACTI TO BE WELL ROOTED, NON-SCARRED PLANTS. cn / d fo
t; 4 issued for.
ANGULAR GRANITE RIP-RAP 17. CACTI TO BE PLANTED TO MAINTAIN ORIGINAL SOLAR ORIENTATION �4. LANDSCAPE DESIGN PLAN r _: ' -- 1 i St CVWD Review
j drawn bY:
1. INSTALL GRANITE RIP-RAP IN ALL DRAINAGE SWALES,AND WHERE INDICATED ON PLANS. 18. IF CACTI VARIETIES OR QUALITY ARE NOT AVAILABLE WITHIN THE COACHELLA VALLEY, _5. IRRIGATION DESIGN PLAN Tean'
TYPICAL.SIZE OF RIP-RAP SHALL BE 3"-6",SIZED. REFER TO MATERIALS SCHEDULE FOR COLOR THE CONTRACTOR WILL ACQUIRE THEM FROM ARIZONA AND DELIVER THEM TO THE SITE. 6. GRADING DESIGN PLAN(SEPERATE SET BY TKCJ SUBMITTALS REVISIONS date:
OF GRANITE RIP-RAP. CONTRACTOR SHALL SUBMIT SAMPLES TO LANDSCAPE ARCHITECT FOR
REVIEW AND APPROVAL PRIOR TO INSTALLATION. 19.ALL CACTI ARE TO BE HAND WATERED AS REQUIRED FOR THE DURATION OF THE 7.SOIL CHEMICAL ANALYSIS(OPTIONAL) /� drawing:
NATIVE DESERT COBBLE IMP OPERA WAJERINGINTENANCE �HALL BE REP PLANT
ED WITH SAME VAR AND SIZE OF CAC TERIAL IN THIS CATEGORY THAT DIES DUE TO
NA THE 06/06/06 1ST CITY REVIEW CVWD 1 "-ATU RE B LO K , Cover Sheet
DESCRIPTION OF PROJECT: (BRIEFLY DESCRIBE THE PLANNING AND DESIGN ACTIONS THAT
CONTRACTOR AT NO ADDITIONAL COST. ARE INTENDED TO ACHIEVE CONSERVATION AND EFFICIENCY IN WATER USE.
1. THE LANDSCAPE CONTRACTOR WILL BE REQUIRED TO PROVIDE AND SPREAD A NATIVE )� 00/00/06 SUBMITTAL - ■ ■
These plans h e viewed•by tho,Coachella Va"Wate 94trict in
DESERT COBBLE MIXTURE. AN EXAMPLE AREA WILL BE PROVIDED AT THE PRE-BID MEETING 20. REFER TO THE SPECIFICATIONS FOR ADD1710NAL REQUIREMENTS NOT SHOWN ON A 00/00/06 SUBMITTAL accordance adi Tithe 7 f:, on 1.Chapt�rr 3
FOR REVIEW. DRAWINGS. Section bS5 `etficien' ndscape antllrrt gn if}
'THE LANDSCAPE DESIGN PLANS FOR STONE EAGLE FOCUSES ON THE CREATION Of 0 00/00/06 SUBMITTAL coo ng c Denby(City ountyl sheet#
2. NATIVE DESERT COBBLE IS REQUIRED IN ALL PLANTING AREAS EXCEPT AREAS OF TURF NATURAL HABITAT BY USING THE COACHELLA VALLEY PLANT PALETTE IN ALL MAJOR OPEN
27. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR GRADING ALL AREAS AT THE DIRECTION 000/00/06 SUBMITTAL
AND GRANITE RIP-RAP. REFER TO PLANTING PLANS. OF THE LANDSCAPE ARCHITECT TO CREATE A NATURALLY UNDULATING GROUND PLANE. SPACES ON SITE.AS SUCH, WATER USAGE FOR MOST PLANT MATERIAL WILL MATCH NATIVE •Approvao 'by CVWD Staff does rot=_nk
+ ute a�srral to
SEE CIVIL ENGINEERING PLANS. VEGETA110N IN ADJOINING NATURAL AREA OPEN SPACES." encroach in, ' , trio and USBR Rights-of-Way.T woad
permanent ones of any Idnd may not be planted or installed in CVWD LO . 1
22. TREES SHALL BE PLANTED A MINIMUM OF 10'-0"FROM STREET LIGHTS/FIRE HYDRANTS and USBR easer wnts or right-of-way without rest obtaining an
3. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING NATIVE DESERT COBBLE/ANGULAR 6'-0"FROM EDGE OF UNDERGROUND PIPELINES AND A MINIMUM OF 5'-0"FROM WALKS encroachment Dermit from CVWD. O� O
GRANITE RIP-RAP QUANTITY WITH OWNER AND SECURING AMOUNT REQUIRED. CURBS AND WALLS.SHRUBS SHALL BE PLANTED A MINIMUM OF 3'-0"FROM CURBS AND DATE.' 06-6-06 PREPARED BY: ALLEN GEORGE, COATES IRRIGATION CONS Date:
WALKS. Water Management Supervisor
Development Service Supervisor ■ co •
Greey I P kett Prorofealo�d Corp.
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/ PLANTING SHEET INDEX.
S DESCRIPTION:
revisions:
ail ! L2.1 - PLANT MATRIX: RESIDENTIAL
STREETSCAPE PLANT ZONES ZL
roject#:
t l p
L3.1 - LANDSCAPE @ RESIDENTIAL D08007
`\ \ L �..z 1 scale:
i STREETSCAPE RECEIVED
� Per Plan
issued for.
,� \� �� �\ \, - ti _ / L4.1 - IRRIGATION @ RESIDENTIAL
lst CVWD Review
\� r — J U � 7
� STREETSCAPE " � �a drawn by:
5 � " ����
W1 �, ' Team
PUBLIC WORKS DEPARTMENT
date:
CITY OF PALM DES
RT 06/06/06
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drawing:
CVWD SIGNATURE BLOCK Sheet Layout
Site Plan
These plans ha*e been reviewed'by the Coachella Valley Water District in ■ ■
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3,
coo era' se4•requiring efficient landscapeg sheet#
Section 65597 t
P g g g agency( and►mg t y). design m
hon w�Fh the local governing a enc (City or County).
\ ' �
` l -Approval of this drawing by CVWD Staff does not constitute approval to
encroach into strict and USSR Rights-of-Way.Trees,plants,walls and
permanent structures of any Idnd may not be planted or installed in CVWD
and USBR easements or right-of-way without fist obtaining an L I
�� t / encroachment permit from CVWD. n p� O
f�� L `:_ - — Date: L
,\ f,— ��- y 0 100 200 300
Water Management Supervisor
i
Scale: 1 = 100r-0rr Development Service Supervisor Copyright®MW by
Greey I Pickett Professional Corp.
PLANT MATRIX. " R
E IDENTIAL STREETSCAPE"
PLANT ZONES
(REFER TO PLANTING SHEETS, L3.1 FOR PLANT ZONE LOCATIONS)
a�
Native Palette Z3
v F- •_
a
h � N 11.1 � .o 0
4SToN-r. f. AGUE
O 4 _ ` Q eo
Total �[ � x r o
0.160 Ac. 0.275 Ac. 00
Botanical Name Common Name 6,970 s.f. 11,985 s.f. 18,9W s,f. E o e
water o o
NOTE: l2 V b " a
Usage Trees FIELD LOCATED)NOT APPLICABLE Size Plant Quantities Remarks ro `
1. PLANT SYMBOLS
ECe dlum Wdum Blue Pale Verde per plan 100 10,000 Salvage or as noted on plan c o
REPRESENT SPECIMEN dium microphyllum Foothills Palo Verde per plan 10D 10,000 Salvage or as noted on plan w b o
� Q
le
sis Kneads Desert Willow per plan 100 10,000 Per min.required mitigation rrj
W 4�
ADDITIONAL atesotu Ironwood TREES INSTALLED PER
per plan 1 OC Salvage or as noted on plan o 5 c
CONTAINERIZED lus fremonm Freemont Cottonwood per plan lot Salvage ar as noted on plan
MATERIAL, AS pis alba"Colorado" Colorado Mesquite
per plan 1OC � T StandardINDICATED ON SHEET pisg(induloso Honey Mesquite per plan 10C P��1 `t 1 INEETStandardL2.1, SHALL BE FIELD pis pubescens Screw bean Mesquite per plan 100 10,000 Multi-TrunkLOCATED. velutina Native Mesquite per plan 100 10,00o Salvage or as noted on plan
v
Total number of plimb per zone rn
Avers on center spacft per zone in feet
NOTE: ••••
2. HATCH PATTERN Large shrubs Size Plant Quantities Remarks
INDICATES AREA OF L Acacia grew Cars Claw Acacia 5 gal 90 8,100 1 2 3 Salvage or as noted on plan ■ ■
NATIVE REVEGETATION ;•;; L cailiandra colffomica Red Faky Duster 5 gal 75 s,625 2 3 S
FROM CONTAINERIZED . .. L celtis palilda Desert Hackberry is gat eo 6,400 2 2 4
L Cordia bolssied Texas Olive 15 gal 90 8,100 1 2 3
PLANT MATERIAL.
• L Dalea(Psorothamnus)spinoso Smoke Tree 15 gal 90 81100 2 2 4
''. L Doles(Psorothamnus)spinosa Smoke Tree 24"box 90 8,100 1 2 3
"� 00
•• L Hyptis emoryl Desert Lavender 15 gal 90 8,100 2 3 5 e e
L Hyptis emorA Desert Lavender 24"box 90 8,100 1 2 3
q
L Justicia colifomica Chuparosa 5 gal 75 5,625 2 3 S �,1�
••..•: L Correa fridentato Creosote Bush 15 gal 65 4,225 2 3 S Salvage or as noted on plan ■ ■
L Larrea tridentata Creosote Bush 24"box 65 4.225 2 3 5 Salvage or as noted on plan
•• M Muhlenbergia lindhelmed Autumn Glow Deer Grass 5 gal 105 11,025 1 2 3
M Rhus ovata Sugar-Bush 5 gal 90 8,100 1 2 3
M Salvia clevlandil Chaparral Sage 5 gal 80 6,400 2 2 4
L Simmondsio chinensis J ' ba 5 gal 70 4,900 8 9 17
L Simmondsla chinensis JoJoba 15 gal 70 4,900 2 3 5
M Tecoma scans'oranjubilee' Tecoma SP.'Orange Jubilee 5 gal 85 7,225 1 2 3
Told number of plants per zone 33 47 f10
Averageon center zone in feet 15 16 L
0
.•, Medium Shrubs Size Plant Quantities Remarks
• L Anisocanthus thurbed Desert Honeysuckle 5 gal 75 5,625 2 3 5 U
M Bebble Juncea Sweet Bush 1 gal 75 5,625 2 3 s
L Buddleja(buddleja)marrubifoila Wooly Butt Bush 5 gal 65 4,225 2 3 5
U
•••. L Cardlo parvifola Little Leaf Cardin 5 gal 65 4,225 2 1 3 5 -�
• M Dalea frutescens'sierra Negro' Dalea'Cerro Negra' 5 gal 55 3,025 3 4 7 �1
L Enciila forinoso Brittlebush 1 gal 60 3,600 2 4 6 VQJ
M 81gairon divergens Fleabane 1 gal 75 5,625 2 3 5 '�-
L
Hymenoclea salsolo Cheese bush 1 gal 75 1 5,625 2 3 S �^
./
L Leucophytym loevigatum Chihuatwan Sage 5 gal 65 4,225 2 3 5 03
M Lotus rigldus Desert Rock Pea i gal 60 3,600 2 4 6T�
M Muhlenbergio dgens Deer Grass 5 gal 60 3,600 2 4 6 ~y C
M Tagetes lemonil Mt.Lemon Marigold 1 gal 65 4,225 2 3 70 ♦�
••• LVigulero deltlodea Golden eye 1gal 70 4,900 2 3 S
• Told numbs!d Ms zone 27 43 70 =�
•••' Avers on centers c zone in feet 16 17 V
Small Shrubs Size Plant Quantities Remarks
L Ambrosia dettoidea Triangle Leaf Bur-Sage 1 gal 30 900 8 14 22
L Cassandra eriophylo Pink Fairy Duster 5 gal 40 1,600 5 8 13
•• L Ericameria laricifolia Turpentine Bush 1 gal 40 1,600 5 8 13
M Salvia leucantha 1 McAcan Bush Sage I 1 gal 60 3,600 2 4 6
L Sphaeralcla ambi uo Globemasow Igal 35 1,225 6 10 16
Told number d pknk per zone 26 44 70
... Average on center spacing per zone In feet 16 17
:... Accents size Plant Quantities Remarks
L Asclepias subulatu Desert Milkweed 5 gal 1 55 3,025 3 4 7
L Baleya mutiradiato Desert Marigold 1 gal 30 900 8 14 14
L Ephedra aspera Mormon Tea 5 gal 65 4,225 2 3 s
M Penstemon eatonil Firecracker Penstemon 1 gal 95 9,025 1 2 3
M Penstemon palmed Palmees Penstemon 1 gal 95 9,025 1 2 3
-------------------------------
M Penstemon superbus Superb Penstemon 1 gal 95 9,025 1 2 2
M Penstemon thurbed Thurbees Penstemon 1 gat 95 9,025 1 2 3
L Pslostrophe coppers Paper Rower 1 gal 40 1,600 5 8 8
M Zinnia grandiflora Praiie Zinnia 1 gal 45 2,025 4 6 6
.•• Told number of zone 26 43 69 ■ ■
A on center c per zone in feet 16 17 reVISIOr1S:
.... Cvroundcover Size Plant Quantities Remarks
M Dalea copitata'Sierra Gold' Dales'Sierra Gold' 5 gal 40 1,600 5 8 13
M Oenothery berlandlerf Mex.Evening Primrose 1 gal 30 900 8 14 22
L Oenothera c osa Tufted Glory 1 gal 35 1,M5 6 10 16 project#•
M Verbena Gooddi 's verbena 1 Ali 30 9W 8 14 22 LRC007
.... Told number of zone 46 73 /r NIA
Average on seeder spockV per zone In feet 16 16
issued for.
1st CVWD Review
Caclus/Succulents Size Plant Quantities Remarks drawn by:
L Agave deserts Desert Agave 5 gal 65 4,225 2 3 S Team
L A epanyl Parrys Agave Sgal 75 5,625 2 3 5 PUBLiG��'�� � � �'qr r
IT r' �r �.tu �� � �,I date:
06/06/06
L Aloe vadegato Varigated Aloe i gal 80 6,400 2 2 4 drawing:
L DabyMon wheelers Desert Spoon,Sotol 5901 80 6,400 2 2 4
L Ferocacfix acanthodes Burrell Cactus bare root 80 6,400 2 2 4 CVWD SIGNATURE BLOCK Res. Streets Plant zones
L FouquIeft spiendens Ocotillo Bare Root) 8-12 Cane 80 6,400 5 8 13 Salvage or as noted on plan ■ ■
L Opuntta baslaris Beavertail Cactus 5 gat 80 6,400 2 2 4 Un-Scarred These plans helve been reviewed*by the Coachella Valley Water District in
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3,
... L p
Opuntb bigebvl Teddy bear Chosa s gat 60 3,600 2 4 6 Section 65597 et seq.requiring efficient landscape and irrigation design in sheet#
• L ntia nnil Engeimann's Priddy Pear 5 gal 70 4,900 2 3 S Un-Scarred cooperation with the local governing agency(City or County).
L Opuntia microdasys Bunny Ear Opuntia 5 gal 70 4,900 2 3 5 Un-Scarred *Approval of this drawing by CVWD Staff does not constitute approval to
L Opuntia ptlaecantha Priddy Pear Cactus 5 gal 100 10,000 1 2 3 Un Scarred encroach into district and USBR Rights-of-Way.Trees,plants,walls and
L Opuntra ramosissima Pencil Choilo 5 gal 80 6,400 2 2 4 permanent structures of any kind may not be planted or installed in CVWD L2 .and USBR easements or right-of-way without first obtaining an
..• M Pedlonthus macrocarpus Slipper Plant 5 gat Bs 7,225 1 2 3 encroachment permit from CVWD.L 3 of 10
Stenocerus thurbed Organ-Pipe Cactus 24"box 90 8,100 1 2 2 L.A.to a..• pprove Specimen Date:
L Yucca Baccato Banana Yucca 15 gal 70 4,900 2 3 5 Water Management Supervisor
Told number d pkmb per zone 30 43 73 ■ ■
A on center c zone te feet 15 17 p Supervisor Copyright t 02003 al
Development Service Su
creey i Pkkett Professional Corp.
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1 \ 02-06
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SEE STREETSCAPE & LAKE EDDGE
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IRRIGATION PLANS PREPARED BY ' �I�
I `\ i / ��. \ \ \ 4.)OPERATE BUBBLERS AS REQUIRED;DRIP APPROXIMATELY 2 HOURS
/ \ `• \ �F:: �\ ( ', COATES IRRIGATION. PER CYCLE,3 TIMES PER WEEK. .
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. �� 02-04 WALK-THROUGH:
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\ \ 1 I ( r / \ A CONSTRUCTION RECORD(AS-BUILT)DRAwNGs. ti ',
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n� " 'I'Ir 1 ' # :r7 J
:` -r ; ,; ` NOTES,DETAILS,AND SPECIFICATIONS ARE INTENDED TO FACILITATE THE •
1-1/4 �, �,, ;, � t? �h
�,
\'
:.t t C R°t°ta ar ,, "". ' � INSTALLATION CONTRACTOR BY PROVIDING GENERAL GUIDELINES FOR
• ,,,a , \ ` DESIGN INTENT. THEREFORE,ALL IRRIGATION ELEMENTS GRAPHICALLY
LkSLL'
F , I I ?,' ' f d "i, 1 REPRESENTED III THESE CONSTRUCTION DOCUMENTS ARE SCHEMATIC. �`9 I
.\\ = \\ `\ jT' , 'r' ` FIELD MODIFICATIONS MAY OCCUR IN ORDER TO FULFILL THE DESIGN 1
�� a INTENT OF THE DRAWINGS. CONTRACTOR SHALL CONSULT WITH
/ / ti) V • �� �� A� �� ,? r irF IRRIGATION DESIGNER AND PREPARE AS-BUILT PLANS SHOULD FIELD
°= / j 6� MODIFICATIONS BE NECESSARY..,
F � t
1. - 1 � > A Q . : _ -- -
�`�.,
• \ \ \ ` \ —= �� 9.)VALVE KEY: CONTROLLER LETTER STATION NUMBER
. ;' O \ \ ' / / \ \ \ �"-= = /4 VALVE 511E GALLONS PER MINUTE
0 ' PIPE SIZING SCHEDULE: 6�
. 0 , I
r \ `� /4 _ „ + _ — - GPM SIZE
—
,
�� _
\\ __ram =; ' • , -
\\ V <� �'` '� ~,_ � � 1 1- / 2-2"SLVS - �■"� ---
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\ ^----- -. ., it : 1 % . . �L _ 0— I211
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\ / / / LOT $ ` ''�' l/T �. -\ \. ` ` / r / 11 16 1 -�=' rn
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�' � / O ♦ '\. 4"WIRE SLV 17-30 1-1/4rr
\ LOT 1 s \:' .. \' / \
_ � r \ \
1
0
• f \ o 61-90 2-1/2' N 4 .
r - - - - - •—
'V / \ �� / I / - � \ b _ _ - CLUBHC)USE NOTE: MINIMUM PIPE SIZE TO EACH SPRINKLER O .>
I I . .,�,
\ / I \ _...- -_ SEE STREETSCAPE & LAKE SHALL BE THE SIZE OF THE SPRINKLER HEAD INLET.
. .
/f - \' ,
- �. _ EDGE IRRIGATION PLANS
- U
/ - I � I 11 -
�� I - - 11
. I / \ 1 ` ; PREPARED BY COATES
\— ; � IRRIGATION. . . .�
> .
LOT 2 / \ \ ;.� 03-19 , ' ` • ,• \ I
J I t t
_ '
\ -
\ \
I� — ) 1 6• - W
.I
�\ � NOTE. �i.
__ ---j / \ / I ,— - , '' PER C.V.W.D., THE CONTRACTOR SHALL ,";
�� > / - - - 1\ '�
�` / / \ ,\ •, \ NOT INSTALL ANY PLANT MATERIAL l 1
\ \
• \� • ' WITHIN 10'-0" OF THE EDGE OF THE '_
,\ \ 1
- - - • - - �►
. - - -- I I \
/ / -
\ \ \ FLOOD CONTROL CANAL.
\ % 1
\ • O
. v p.
...
_ ; / \ -
- - - LOT 7
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\ / \• \` \ T
.v / / / / `. \ W V I ,1"1 �
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PI
/1 - - \. 0 20 40 6o N
/ - \ • \:
` - � \ \ `\ I \ \ Scale: 1" = 20'-0„
V `
_ / '� �' -- � � .�� �, ` '' revisions: -
`� } ,\ A K MAP (SEE SHEET L1 1 FOR SITE PLAN/SHEET LAYOUT)
` '7 % L \ \ �- __ �� .\�� \ '4 N.T.S. .
/ I 1► �. • E �, — � , 0
/ � \ \ . A'
r J / \ - - A '� - 1 .� ��< J17 roject#:
v V I % .\� / y �LRC007
/ tv r. / � `� ,
l
\ / P i scale:
j,
i i \
TEM ARY
x
_ -- / \ - \ CLUBHOUSE d Per Plan
�,
\ r
/ \ .S �. �\
'� ��' \ \ �� i • \ LOCATION �' •\ '��,.� t _._ RECEIVED issued for.
�i� \ • u \ _ \ ��,t, S 1st CVWD Review
i
\ - i \ \ \
,
J \ /� _ _P drawn by
/ \
" -' \ \ �/' \ / -'\ \ . ~ y J U N 7 2!06 Team
• `\ / % % \ �`\ \ oh \ SHEET date:
i \ \ ' Q• /�/ PUBLIC WORKS DEPARTMEI06/06
` \ ,
// / \ \ `\� // I \ � ♦ ♦ ` \ \.. 1 b, CITY OF PALM DESERT drawing:
\ \ / \ 0, \ o ___ CVWD SIGNATURE BLOCK tion Plan
Irriga
These plans have been reviewed'b '\ t�✓;, p y the Coachella Valley Water DTsfict in
\ \\
\ \ _ I \ \ , accordance with Water Code Title 7,Division 1,Chapter 3,Article 70.3,
` / \ \ \ J ' \ `,\ l \ M \\ \
I Section 65597 et seq.requiring efficient landscape and irrigation design in
t \ ' } \\ \ ` / / \ \X , \ ` ` \ \ ___ cooperation with the local governing agency(City or County). sheet#
t,. \ \ \ / �,/ \ ' 'Approval of this drawing by CVWD Staff does not constitute approval to
.._._.__._-
\i`\
/ '
encroach into disfict and USSR Rights-of-Way.Trees, lams,walls and
\ , A \
nd US easements or g t-of-way without first obtains g n d C
_ _--
ncroa
�`'` a ma BR e s ores o ra h n m don nsatalle
\ /
. \ \ ,.. ---- - - __--- _ __ ._.._- � � \ ` : >�� c ment permit from CVWD.
1
\ , j I \ - - - - h 5 of 10
{
_.,_-
\ '
\ - .. - ,��
\ \ / % \ _ _./� \\ \� �10� Water Management Supervisor
\ D e:
\ \, ____
I , "/ /
�/ \ \\%. . , t,- .\ \ \ :' '/ _ r � — `- " �� �i � . \ �/ I c� g - - G"�I Development Service Supervisor copyright®MW by IiiI
\\ \ '
Greey I Pickett Professional Corp,
C i
h
N
2-12'LODGEPOLE LL 00
STAKES „ o 0
POSITION STAKES TO
SHRUB SHRUB AVOID RUBBING U y 00
00 Qo
BRANCHES AND PIERCING _ n
ROOT BALL c
?
-',SLQp O (AS PER SPECS) �- O b a
E
_ 4 :o CINCH TIES OR EQUAL 4) o " a
SWALE
ROOTBALL Y _ ROOTBALL UJ
EA
1TMT i NATIVE SOIL BACKFILL = NATIVE SOIL BACKFILL = WNO
= ,I'i t
(AS PER SPECS) S PER SPECS
)S ��-- _ � � ROOT BALL
00
--
:=lCl -- L IT
-�.z :. ROOTBALL� NAT VE SOIL BACKFi _ :�` MIXI(AS PER SPECS)IL �.
UNDISTURBED SUBGRADE — . i _-_ �. UNDISTURBED
—a 1 SUBGRADE
='.ter ms -m: 3TT ; . .aTT�T _ _W_� BACKFILL
(SEE SPEC.)
9M M -� u _ _ UNDISTURBED
W W il} � - ��' � �� �I ,�;;1= j1� .- II SUBGRADE ,�`,' HARDPAN/CALICHE
I _
W , (( I + mm Ili LAYER Q
3W 3W 1 m:-
8" DIA. BY 5-9'
3W _ , i_._. AUGER DUG WELL
FILL W/ DA C3
I
CRUSHED ROCK
Shrub Planting Detial Shrub Planting on Slope Tree Planting Detail Hard Pan Planting Detail
1 Scale: N.T.S. 2 Scale: N.T.S. Scale: N.T.S. Scale: N.T.S.
3 4
a 4
7 00
-06
Q~ CALF
BARREL CACTUS / CACTUS OCOTILLO
BOULDER LEGEND:
rN 4 Size of boulder Quantity Quantity Quantity Quantity
l' _ ROOT ZONE � 1 ROOT ZONE i
8 tons 2 1
�- NATIVE SOIL NATIVE SOIL 6 tons 4 2 1
� - BACKFILL I =� BACKFILL 5 tons 6 4 2
1
T�3.11'� i � ' � II I EI` I� ROOTZONE i
. _ Mil wl �- 4 tons 8 5 3
UNDISTURBED SUBGRADE _ - , �� UNDISTURBED SUBGRADE _ � ;�� i _ _�
y�{
1T NATIVE SOIL 3 tons 12 6 4 3
BACKFILL 2 tons 10 12 8 10 •
2'-3' DIA. HOLE 2'-3' DIA. HOLE , � ill I . _._ I ,1 - 1
!� �� UNDISTURBED U
SUBGRADE 1 ton 9 17 11 12
1/2 ton 16 24 16 18
NOTE: NOTE: .3H �
MAINTAIN ORIGINAL ORIENTATION TO SUN MAINTAIN ORIGINAL ORIENTATION TO SUN
Total tonnage 175 125 1 75 1 50 4� �
Cactus PlantingDetail PricklyPear PlantingDetail Ocotillo PlantingDetail Zones E2 E4, E9, E8 Ell El, E7, E10 � 0
�-
5 Scale: N.T.S. 6 Scale: N.T.S. 7 Scale: N.T.S. E12, E13 w 4-
O
O -
con V
PLANTING PALETTE NOTE:
This project will adhere to the requirement of the "Enhanced Coachella Valley Palette" as outlined in 'The Reserve Landscaping and Habitat Creation
Desert pavement Program" dated October 13,1997, with the exception of the 0.05 acres of wetland/drainage denoted on the plan, which will adhere to the "Desert
ALL BOULDERS TO BE SURFACE SELECT, FREE FROM SCARS, Riparian Woodland" requirements as set forth in the Mitigation Monitoring Proposal and EIR, prepared by LSA.
CHIPS AND ABRASIONS. LANDSCAPE CONTRACTOR TO TREAT
ALL DEFECTS WITH 'EONITE'TO PROVIDE A WEATHERED,
NATURAL APPEARANCE. ENHANCED COACHELLA VALLEY ;.
11—III=1+ —� 1 i i—i i i�i i i-i I ICI I F9 I F11 ICI I El I I" I I 1 "'III=I 1 I—I 4 �
i T� i; , This plant palette is comprised of a minimum of 80% Coachella Valley native species and a maximum of 20% Southwestern Desert species. This =�
IE�1_
(- I I 1III I I DEPRESS BOULDER MASS 1/3 BELOW GRADE AS SHOWN. palette will be installed on smaller pockets of land which include the narrow strips of land between the golf course and homes and the areas around
_t _.
—ii ; _III.
Note: Subgrade and between homes. Care will always be taken to ensure that animal corridors and habitat spaces are planted with the correct planting. This
All materials for desert paving shall be taken from on-site activity will be monitored by the project biologist. Monitoring will include the use of line-intercept surveys to ensure that the specified plant cover � t
stockpile areas as directed by landscape architect. SURFACE ratios are met.
SELECT
Desert paving shall be scattered over all disturbed soil surfaces % =< —- GRANITE
in an uneven layer 1/4'to 1"max. depth. See specifications _ ___ BOULDER DESERT RIPARIAN WOODLAND
for additional information. co
P "Desert Riparian Woodland will be enhanced along the small drainage channel on the west side of the property. This channel will largely be
Size of desert pavement material shall include a mix of granular „ -- y , ��, avoided by the development: however, minor grading will be necessary to enlarge and enhance the habitat potential. Exotic species (e.g.,
stones up to 6 diameter rocks. See specifications. ; , tamarisk) will be removed from the area and will be replaced with native plants. About 0.2 acres of riparian wetlands will be created or enhanced.
A typical natural soil surface area shall be flagged by the Owner's SUBGRADE
t r ,n
representative for review by the contractor prior to starting work. The riparian community will be buffered from adjacent developed areas by desert dry wash/transitional habitat. This buffer area will provide
Desert Pavement SurfacingBoulder Detail additional habitat, and will help screen the wetland areas from human activities. . .
9Revegetation will Involve a combination of container plantings and cuttings. The planting method may vary depending on availability of stock or revisions:
8Scale: N.T.S. Scale: N.T.S. recommendations from the Project Biologist / Restoration Specialist. Trees and shrubs will be planted in clumps or scattered throughout the habitat A
zone, depending on the species. As this community is relatively dense, with well developed canopy and understory strata, the goal for the total
cover at the end of the monitoring period (five years) is 70 percent"
roject#:
LANDSCAPE GOALS FOR "STONE EAGLE" iRc007
scale:
N/A
The planting concept for Stone Eagle focuses on the creation of natural habitat by using the Coachella Valley Plant Palette in all major open spaces RECE:I V E_D issued for:
on-site. The concept also includes all areas in the habitat mitigation plan which combines with the Enhanced Coachella Valley Plant Palette, in 1st CVWD Review
other limited areas on-site, resulting in the creation of viable wildlife habitat within the borders of Stone Eagle. This high quality habitat on-site, is drawn by:
expected to provide stable and productive wildlife habitat in perpetuity. Team
date:
PUBLIC WOI KS Ci=`'ARTI MENT 06/06/06
CITY OF PALM, bESF_i-;i drawing:
CVWD SIGNATURE BLOCK Punting Details
These plans have been reviewed*by the Coachella Valley Water District in
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3,
Section 65597 et seq.requiring efficient landscape and irrigation design in sheet#
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 L591
and USBR easements or right-of-way without first obtaining an
encroachment permit from CVWD. L Of 10
Date: o
Water Management Supervisor
Development Service Supervisor Copyright C 2003 by
Greey I Pickett Professional Corp.
C
FINISH GRADE MAIN LINE,
LATERAL, LATERAL
t� & WIRE SUB-MAIN PIPING
VALVE BOX � •—
FINISHED GRADE (10" PIT) QUICK 2" DECOMPOSED GRANITE 18' 2rr 12' FINAL BACKFILL w j o00
TAN COLOR COUPLER 2 2, " I COVER �L
VALVE 6"VALVE PIT �2" y 00 o
PLASTIC VALVE PIT AND TAN COLOR -� 2" BEDDING U
COVER - 10" ROUND PVC STAINLESS STL tl
STREET ELL U-CLAMP (2) 0.. U N
_ FINISHED GRADE 7� �2„ 24-VOLT WIRE a
TNOTE:
COMPACT SOIL AROUND VALVE PVC SCHEDULE 3/4" HOSE THREAD , < 2"
b � o
PIT ASSEMBLY TO SAME DENSITY 80 NIPPLE END CAP FOR FLUSHING MIN LATERAL PIPING ® EXCAVATED MATERIAL w o
AS UNDISTURBED ADJACENT SOIL (LENGTH AS 12" y o
18" PVC TEE OR ELL REQUIRED) PVC ADAPTER -SLIPXMHT PVC MAIN LINE 0 BEDDING AND COVER MATERIAL .� 00
PVC LATERAL 1/8"X 1"ANGLE STEEL REBAR STAKE
NOTES IRON--24' LONG SECURE TO STAKE IN 120-VOLT CONTROL WIRE
6 PVC PIPE EXTENSION BACK INDICATOR OR COMPUTER NOTE: ALL PIPE TO BE INSTALLED PER
2 PLACES - MINIMUM
(LENGTH AS REQ D.) 1. EACH QUICK COUPLER SHALL BE IN A SEPARATE DRIP LATERAL CABLE WIRING MANUFACTURERS SPECIFICATIONS Q,
VALVE BOX 6" RND. PERFORATED PIPE TAPE & BUNDLE EVERY 10', PLASTIC PIPE TO BE "SNAKED"
2. PROVIDE (1) QUICK COUPLER KEY FOR EACH SIX QUICK EXTENSION W/CUT-OUT TO PROVIDE LOOSE 20" LOOP AT ALL IN TRENCHES
COUPLER VALVES. ACCEPT LATERAL CHANGES OF DIRECTION OVER 300
MAIN SUPPLY LINE 3. PLACE 4"-6" DEPTH PEA GRAVEL UNDER VALVE BOX. NOTE: APPROVED "ELECTRICAL POWER WIRES BELOW" WARNING TAPE
FULL-PORT 4. QUICK COUPLER SHALL HAVE LOCKING RUBBER COVER 3/4" GRAVEL SUMP -4" DEPTH SHALL BE INSTALLED 12" ABOVE ALL POWER WIRING IN TRENCHES
BALL VALVE
BALL VALVE ASSEMBLY QUICK-COUPLER VALVE IN BOX DRIP SYSTEM FLUSH PLUG TRENCHING DETAIL
2 3 4
1/2rr
00
NOTE: ELBOW AT TOP OF RISER SHALL BE CPVC MATERIAL.
USE SOLVENT RECOMMENDED BY MANUFACTURER. CALF
1. STRIP ENDS OF WIRE 1 . WIDTH LENGTH
12"xl8" PLASTIC VALVE BOX w/TAN COLORED LOCKING COVER, 6"CR.L
E:W MARKED"IRRIGATION CONTROL VALVE", AND VALVE SEQUENCE PAINTED WELD MESH TO
ON TOP, OR METAL ENGRAVED TAGS WITH METAL TIES PIPE,ANGLE IRON
AND STEEL STRAP
2. SECURE WIRES INTO WIRE NUT 2. CONNECT WIRES BY CRIMPING AND PER DETAIL: TO BE MOUNTED TO QUICK COUPLER VALVE (INSTALL 1/7'NO.13FLATTENED
WATERPROOFING PATTERN
OUTSIDE BOX) STEEL MESH
1-1/4"STD.WT.
3. INSERT WIRE NUT
A-53 E.W.BILK.STL.PIPE
INTO CAPSULE ELECTRIC REMOTE CONTROL VALVE
FULL-PORT BRASS
WITH PRESSURE REGULATION IF SPECIFIED W
BALL VALVE WITH
NOTE:
ALL WLDED AREAS
FINISHED GRADE STAINLESS STEEL HANDLE BEAMENIMUM OF 1/4"ALL 0
WELD 4"STL.
HINGES(2)ON BEAD EVERY 4" n
� V
Eta
Eta
L
PVC SCH. 80 450 ELL GS-3&GS-4 5 ' `
CLASS 200 PVC 0 0 0 00 0 0 •
COMMON WIRE CPVC SCH. 80 900 ELL (SxS) ► . •. ; �• R .. A
TO OTHER tn
tn
GS-1-2-3 GS-1 -17' Q
VALVE(S) ON DRILL 2 DRILL 2-5/16"HOLES 1
3. 4. 5. CONTROLLER HOLES AS NOTED 6 L
GS-1 EACH END GS-4
EACH SIDE.BRACKETS GS-2-16" T
TO CONTROLLER CAN BE LOCATED ON r�1 Go
CONTROL WIRE GS-2 EACH END 9" }�n
- ..+ GS-3 ONE END ONLY SIDES OR ENDS AND GS-3-4" v/J
OPP.HINGED END SECURED WITH TAMPER 0
GS-3.5 SAME AS GS-2H PROOF BOLTS GS 4-4" -T l ^
TO SPRINKLERS NOTE: USE TEFLON TAPE GS-4 SAME AS GS-2H w �L•
r 6" PEA GRAVEL BASE 4.� O
ON ALL THREADED STD. WEIGHT
t IIIIII SCH. 80 T.O.E. NIPPLE SCH. 80 NIPPLE FITTINGS NOTE: SIZES CENTERLINE DIMENSIONS GS CGS
IIIIIII AFTER ALL WELDING, ENTIRE UNIT SHALL GS-.5 1 "W x 18"H x 121 LIFT OFF Uls IT 35 30 -�
0000000 SCH. 80 T.O.E. NIPPLE BE PROCESSED WITH IRON GS-1 1 "W x 24"H x 241 LIFT OFF U IT 40 34 con
PRETREATMENT. GS-2 1 "W x 24"H x 32"L LIFT OFF U IT 45 40 �J
MAIN SUPPLY LINE ELECTROSTATIC APPLICATION OF POWDER SHALL GS-3 1 "W x 24"H x 421 HINGED Ut IIT 51 46
4. PUSH WIRE NUT TO BOTTOM OF CAPSULE BE FUSION BONDED-PRS-8-4004-C (BEIGE) OR CGS-3.5 2"W x 30"H x 421 HINGED NIT N/A 55
PRS-8-4003-C (LEAF GREEN) OR APPROVED EQUAL. GS-4 1 "W x 30"H x 48"1 HINGED U IT 67 60
5. CLOSE COVER OF CAPSULE, SEPARATING WIRES INTO CHANNELS WHERE QCV IS LOCATED REMOTE
ALL UNITS ALSO AVAILABLE IN 304 S.S.
NOTE: VISUALLY CHECK THAT CONNECTOR IS BELOW LOCKING "FINGERS" FROM VALVE BOX, THE DISCHARGE MAIN LINE FITTING - CAST OR DUCTILE IRON SERVICE GS-3.5 AVAILABLE IN 304 S.S.ONLY. NOTE:
(SCH). 80 NIPPLE SHALL BE T.O.E. TEE, OR TAPT COUPLING (3"AND LARGER), GS= POWDER COATED STEEL GUARD SHACK
AND PIPE INSTALLED TO Q.C. OTHERWISE PVC SCH. 80. ALL BOLTS FOR HINGES AND HASPS SHALL BE
ZINC PLATED TAMPER PROOF, EXCEPTION-USE CGS=STAINLESS STEEL COAST GUARD SHACK ;
SS HARDWARE FOR SS UNITS. W/SAND BLASTED SATIN FINISH
t,
DIRECT-BURY WIRE SPLICE REMOTE CONTROL VALVE ASSEMBLY ACKFLOW PREVENTER ENCLOSURE
FULL-PORT PRESET PRESSURE
BRONZE BALL VALVE
PLANT CENTERLINE REGULATOR
FINISHED GRADE
THREADED ADAPTERS
EMITTER SHALL BE INSTALLED 2" DECOMPOSED GRANITE 12"xl8"VALVE BOX 12"xl8"VALVE BOX
MIN. 2 ABOVE FINISHED GRADE TAN IN COLOR TAN IN COLOR
FINISHED GRADE ELECTRIC
WYE STRAINER
VALVE
revisions:
-ROOTBALL 12"
2-1/2" MAX. Q
SINGLE-OUTLET EMITTER
PLANT PIT pRCroject#:
L007
scale:
1/2" PVC SCH. 40 ANGLE DOWN
O MALE ADAPTER 6„ PEA REC N -
issued fo
GRAVEL BASE �s r.
t CVWD Review
1 T 1/2 PVC CL. 315 PIPE drawn by:
1/2" PVC SCH. 40 450 ELL 24-VOLT WIRES 12" PVC GRAVEL SUMP v - Team
date:
FROM CONTROLLER PVC SCH. 80 T.O.E. NIPPLE PUBLIC UVORKS D PARTMENT 06/06/06
M DFSEF;F drawing:
NOTE: 90° ELL MAY BE USED 1/2" PVC CL. 315 PIPE PVC COUPLING CVWD SIGNATURE BLOCK Irrigation Details
IN LIEU OF 45° IF PLANTER PVC SCH. 80 NIPPLES CITY OF PAL
WIDTH IS LESS THAN THAT SHOWN. 1/2" PVC SCH. 40 FITTING 9
PVC MAIN LINE PIPE PVC LATERAL TO EMITTERS
CPVC SCH. 80 NIPPLE These plans have been reviewed*by the Coachella Valley Water District in
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3,
Section 65597 et seq.requiring efficient landscape and irrigation design in sheet#
9 EMITTER VALVE MANIFOLD i o BACKFLOW PREVENTER BY CVWD cooperation with the local governingagency(CityorCounty).
8 SiNGLE-OUTLET EMITTER *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 L6 . I
and USBR easements or right-of-way without first obtaining an
encroachment permit from CVWD. 7 Of 10
Date:
Water Management Supervisor
Development Service Supervisor Copyright®2003 by
Greey I Pk:keft Professional Corp.
NOTE: DATE PALM .�
1. ALL WIRING TO BE INSTALLED AS PER LOCAL CODE IRR ION TUB RT DRIP
N
2. SEE MANUAL FOR MOUNTING INSTRUCTIONS NOTE: SEE SPECIFICATIONS EMITTER G INTO
3. 120-VOLT AND GROUND CONNECTIONS INSIDE HIGH FOR ADDITIONAL SL G.) I- >,
VOLTAGE BOX IN CONTROLLER REQUIREMENTS 4-
.
4. 24-VOLT CONNECTIONS INSIDE CABINET OR ACCESS ERFO TED VIE E ~
COVER OF PEDESTAL LU 00
NOTE: ALL EMISSION POINTS SHALL BE ET-BASED EXTE D TO OTBALL 10
CONTROLLER E
LOCATED ON UPHILL SIDE OF o
GRA D RAP WITH U E °
PLANT MATERIAL. ONE EMISSION F R FAB CAN AP. 0 N
POINT SHALL BE DIRECTLY TO
PLANT BALL AS INDICATED. CONTROLLER
ADDITIONAL EMISSION POINTS TREEDISTANCE EMITTER o o looa �,,, nIx
SHALL BE WITHIN PLANT PIT SIZE FROM TRUNK TYPE
PERIMETER- 18" FROM TREE 1st 6 27d 6 CONDUIT FINISH GRADE. CAI R16E12 W °
CENTER FOR TYP. 24" BOX TREE. TUBES TUBES CONNECTION U CONDUIT a o
15 G 3-12 1-1 GPH 1"CONDUIT CONNECTION %
24" 4-18" 1-1 GPH .y. w -n y o
PLANT ROOT BALL (TYPICAL) ACCESS 1/2"CONDUITy ; ; ' , ;; ;!' F•r-I a
30 6-21 1-1 GPH COVER >-r '
TREE EMITTER- 0 6 o J 3?;'oj•,. •.;41t• •'4.� •�L;er� V
MULTI 60 0 EMISSION POINT (TYPICAL) 36" 6-24' 1-2 GPH STEEL 1-1/4"CONDUIT a
42" 6-27' 1-2 GPH PEDESTAL
o PLANT PIT (TYPICAL) 48 6-12 4-30 2-2 GPH ANCHOR BOLTS (4) O ROOTBALL.
r i,
10 FINISHED o, : i° • ,� .
54 6-15 5-33 2-2 GPH ( /4 k 3 ) GRADE `_'_'" ' �''� ~ '' ' '
• •�'Nts�i• t�+1
BACKFILL WITH 100%WASHED EMITTER (TYPICAL) 60 6-18 6-36 2-2 GPH FINISHED _.., . , : ;,,;�: ;::�M ; ;�:k, �
72 6-20 6-42 3-2 GPH 1 {,«{
�� �� �� GRADE CONCRETE SAND TO GRADE.
PLANT CENTER (TYPICAL) _ ; .y f > • ~' DO NOT COVER WITH MULCH
- 120-VOLT WIRE
THIS IS A WATERING GUIDE
'•'' `• • ••• �^UFULDIRECT- • ,,, '�" . ' •; �,: ��. OR TOPSOIL. SAND MUST
ONLY.SITE,SOIL AND PLANT 120-VOLT WIRE BURIAL WIRES BREATHE.
6"MIN., 12"MAX. CONDITIONS VARY GREATLY. TO CONTROL 4" PERF D BE E
CONTRACTOR MUST OBSERVE VALVESE:
THE PLANT MATERIAL AND 18'k18"x8" V NO6TURt3� ' ROOT BALL
SECOND EMISSION POINTS IF
NEEDED AS DIRECTED BY MAKE ADJUSTMENTS AS CONCRETE BASE NA n V� 6011, (RB) WRAPP R FABRIC.
IRRIGATION CONSULTANT NECESSARY FOR THE WELL- OTH ENDS. �� ra
UFUL DIRECT- �
FOR TREES 42" BOX & LARGER BEING OF THE PLANTS. BURIAL WIRES a CIDRBx2sq. 7
SHRUB EMITTER- TO CONTROL VALVES NOTE:
378rx"F-0"COPPER-CLAD 6
SINGLE
GROUNDING ROD SHALL
o EMITTER (TYPICAL) 2"900 SWEEP ELL (INSTALL BE INSTALLED PER EXCAVATED TREE HOLE. �'LI
FLUSH W/CONCRETE BASE) MANUFACTURER.
IRRIGATION TUBE, DRIP EMITTER
4 EMITTER LOCATION 5 CONTROLLER DETAIL SLEEVE, TYPICAL OF (2).
PALM TRUNK.
ROOT BALL. •�
i
PERFORATED VIEW TUBE, (2) Q
LOCATIONS.
U
Q)
City of Palm Desert Plan View a�
Water Calculation Chart "'
6 PALM TREE PLANTING DETAIL W
a)
Maximum Water Allowance a 0
Plant/Irri anon System g y Type: Zone Irr.Eft. Area Seasonal Plant Factor: Plant/Irrigation System Type: Zone Irr.Eft. Area Seasonal Plant Factor: Q ty _F•>-1-
Input Zone I Spray/Bub/Drip 1 0.9 4163.526 3 Mod Spray/Bub/Drip 1 0.9 0.000 9 Mod/High Tree r;
Season Zonal Eto Plant Area onversion Factors Estimated Season Zonal Eto Plant Area onversion Factors Estimated V
Value Factor s .ff. 0.62 748 Irri.Eff. Water Use Value Factor s .ft. 0.62 748 Irri.Eff. Water Use
Square Footage Calculations Spring 12.54 0.5 4163.526 0.62 748 0.9 24.04 Spring 12.54 0.65 0 0.62 748 0.9
Summer 34.77 1 0.5 4163,526 0.62 748 0.9 66.66 Summer 34.77 0.65 0 0.62 748 0.9
Tree&Shrub Square foot 18955 Fall-Winter 1 9.7 1 0.5 4163,5261 0.62 748 1 0.9 18.60 1 Fall-Winter 9.7 0.651 01 0.62 1 748 1 0.9
Turf Square foot TOTAL 109.30 ITOTAL 0.00
Total Square foot Cobble/Boulder
Total Waterfeasture Square footage Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor
Total Lanscape Square foot 18955 Spray/Bub/Drip 1 0.9 0.000 4 Mod/High Spray/Bub/Drip 1 0.9 438.266 10 High Tree N
Season Zonal Eto Plant Area C onversion Factors Estimated Season Zonal Eto Plant Area C onversion Factors Estimated
r
Zone No. Eto Water Adj. Total C version Factors Total Value Factor s .ff. 0.62 748 Ini.Eff. Water Use Value Factor s .ft. 0.62 748 lid.Eff. Water Use x'
--off
Factor Sq.ff. 0.62 748 MWA Spring 12.54 0.65 0 0.62 748 0.9 Spring 12.54 0.8 438.2659 0.62 748 0.9 4.05 `
1 57.01 0.5 18955 0.62 748 447.8524 Summer 34.77 1 0.651 01 0.62 748 0.9 Summer 34.77 0.8 438.2659 0.62 748 0.9 11.23
2 66.82 0.6 0 0.62 748 0 Fall-Winter 9.7 0.651 0 0.62 748 0.9 Fail-winter 1 9.7 0.81 438.2659 0.62 748 0.91 3.13
3a 75 0.5 0 0.62 748 TOTAL 0.00 ITOTAL 18.41
3b 1 881 0.51 01 0.62 7481 0
4 1 93.91 0.51 01 0.62 7481 01 Total Tree And Shrub 278.43
Plant/Irrigation System Type: Zone Iff.Eff. Area Seasonal Plant Factor.
Spray/Bub/Drip 1 0.9 0.000 5 High Plant/Irrigation System Type: Zone Iff. Eff. Area Seasonal Plant Factor.
Total Number of plants 1 346 Season Zonal Eto Plant Area Estimated Spray/Bub/Drip 1 0.75 0 11 Turf -
Number of plants by water use %of Total Landscape Square Footage Value Factor sq.ff. 0.62 748 Ini.Eff. Water Use Season Zonal Eto Plant Area C onversion Factors Estimated
1 Low 245 0.708 13421.893 Spring 12.54 0.8 0 0.62 748 0.9 value Factor s .ft. 0.62 748 lni.Eff. Water Use
2 Low/Mod 0 0.000 0.000 Summer 34.77 0.8 0 0.62 748 0.9 Spring 12.54 0.76 0 0.62 748 0.75
3 Mod 76 0.220 4163.526 1 Fail-Winter 9.7 0.8 0 0.62 748 0.9 Summer 34.77 0.6 0 0.62 748 0.75
4 Mod/Hi 0 0.0W 0.Wo ITOTAL 0.00 1 Fall-winter 9.7 0.76 0 0.62 748 0.75
5 High 0 0.000 0.000 TOTAL 0.00 revisions:
6 Low Trees 17 0.049 931.315
7 Low/Mod Trees 0 0.000 0.000 Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Total Turf 0.00
8 Mod Trees 0 0.000 0.000 Spray/Bub/Drip 1 0.9 931.315 6 Low Tree
9 Mod/Hi Tree 0 0.0W 0.Wo Season Zonal Eto Plant Area C onversion Factors Estimated Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor:
10 High Trees 8 0.023 438.266 value Factor sq.ff. 0.62 748 Irri.Eff. Water Use Waterfeature 1 1 0 12 Moving
Total 346 Spring 12.54 0.2 931.315 0.62 748 0.9 2.15 Season Zonal Eto Plant Area onversion Factors Estimated project LRC007
Summer 34.77 0.2 931.315 0.62 748 0.9 5.96 value Factor s .tt. 0.62 748 Ini.Eff. Water Use scale:
Fall-Winter 1 9.7 1 0.21 931.3151 o.62 748 0.91 1.661 Spring 12.54 1.2 0 0.62 748 1 RECEIVED
TOTAL 9.781 Summer 34.77 1.2 0 0.62 748 1 issued for.
Fall-Winter 9.7 1.2 0 0.62 748 1 1st CVWD Review
Plant/Irrigation System Type: Zone Iff.left. Area Seasonal Plant Factor: Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor. TOTAL 0.00
Spray/Bub/Drip 1 0.9 13422 1 Low Shrub Spray/Bub/Drip 1 0.9 0.000 7 Low/Mod Tree drawn Team
Season Zonal Eto Plant Area C onversion Factors Estimated Season Zonal Eto Plant Area C onversion Factors Estimated Total Waterfeature 0.00 PUBLIC WORKS DEPARTMENT date:
Value Factor s .ff. 042 748 Irri.Eff. Water Use Value Factor s .ff. 0.62 1 748 Irri.Eff. Water Use CITY OF PALM DESERT 06/06/06
Spring 12.54 0.2 13421.89 0.62 748 0.9 31.00 Spring 12.54 0.35 0 0.62 748 0.9 Total Estimated Water Use 278.43 drawing:
Summer 34.77 0.2 1 13421.89 0.62 748 0.9 85.96 Summer, 34.77 0.35 0 0.62 748 0.9 CVWD SIGNATURE BLOCK Irrigation Details
Fall-winter 1 9.7 0.2 1 13421.89 aw 748 0.91 23.98 1 Fall-Winter 9.7 0.35 0 0.62 748 0.9
TOTAL I I I I I 1 1 140.94 TOTAL I I 1 0,00
These plans have been reviewed*by the Coachella Valley Water District in
Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: Plant/Irrigation System Type: Zone Irr.Eff. Area Seasonal Plant Factor: accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3,
Section 65597 et seq.requiring efficient landscape and irrigation design in sheet #
Spary/Bub/Drip 1 0.'9 0.000 2 Low/Mod Shrub Spray/Bub/Drip 1 0.9 0.000 8 Mod Tree cooperation with the local governing agency(City or County).
Season Zonal Eto Plant Area C onversion Factors Estimated Season Zonal Eto Plant Area C onversion Factors Estimated
*Approval of this drawing by CVWD Staff does not constitute approval to
Value Factor s .ff. 0.62 748 Irri.Eff. Water Use Value Factor sq.ff. 0.62 748 Irri.Eff. Water Use encroach into district and USSR Rights-of-Way.Trees,plants,walls and
Spring 12.54 0.35 0 0.62 748 0.9 Spring 12.54 0.5 0 0.62 748 0.9 permanent structures of any kind may not be planted or installed in CVWD L6 ,02
Summer 34.77 0.35 0 0.62 748 0.9 Summer 34.77 0.5 0 0.62 748 0.9
and USSR easements or right-of-way without first obtaining an
Fall-Winter 9.7 1 0.35 0 0.62 748 0.9 Fall-Winter 1 9.7 1 0.5 0 0.62 748 0.9 encroachment permit from CVWD. 8 of 10
TOTAL 0.001 ITOTAL 0.00 Date:
Water Management Supervisor
Development Service Supervisor Copyright®2003 by
Greey I Pickett Professional Corp.
C I
PLANTING SPECIFICATIONS .N
PART 1 - GENERAL a1.11 WARRANTY PART 3 - EXECUTION >,
1.01 WORK INCLUDED Submit warranty to Owner's Representative. 3.01 GENERAL
• Landscape finish grading. 3.11 WATERING
•Soil preparation. Trees,Saguaros and Ocotillos iW C
00
Warrant that trees and saguaros will be alive and in good health for a period Install in accordance with the methods,techniques and specifications of Water all e
• Tree supports and headers. plants immediately after planting,except for saguaros,with hose in � or o
of I year after acceptance except for defects resulting from neglect by each representative manufacturer. If x7 conflict occurs between h o
• Planting planting hole until material about the roots is completely saturated from the
• Owner, abuse or damage by others. manufacturers and these specifications,consult with Owner's bottom of the hole to the to of the round to avoid drying out until the entire y h Watering Representative for a decision. p g M g 0 a
• Maintenance Owner must follow Landscape Architect's maintenance schedule and planted area is thoroughly watered and the soil soaked to the full depth of U e
provide current maintenance to to Owner's Representative. Do not begin planting until the irrigation system is completely Installed,is each plant hole. Water stream shalt not Cause damage to planting hole or - O = o
p 9 p 9 p 9 9 Y P ly� plant. Keep exposed roots wet by means of moist sawdust,peat moss or , a
Definitions: adjusted for full coverage and is completely operational. burlap at all times during 0- U
Remove and replace dead,unhealthy or girdled trees,saguaros and p g planting operation. Repeat watering as often as
Plants-all shrubs and cacti other than trees,saguaros,ocotillos,palms and ocotillos that lose original form and size during warranty period with material necessary to keep the ground moist but not soaked,well below the root a
turf. equal to that specified. Replace an material which does not meet system of the plants. p� a
Plant Material-all trees,saguaros,ocotillos,palms,shrubs,cacti,ground
4 p p Y 3.02 BACKFILL,IMPORTED FILL OR ARTIFICIAL SOIL AND GRAVEL � o
requirements within fifteen days of notification. 3.12 CLEAN UP ;3tl o
cover,and other plants. Inspect the integrity of all dam
All replacement trees,saguaros and ocotillos shall be subject to an p g tY damp-proofing and water-proofing membranes W w � •�
p 9 1 which occur over,on or against any construction to be fully or partially Keep all areas clean and orderly during and after execution of work. v c
1.02 RELATED WORK additional one year maintenance period. concealed by earthwork prior to the placement of any imported soil,backfill, Burning of trash is not permitted. w H e
gravel fill or sub-base. o y o
Contractor: Minimum 5 years experience in supply and installation of Shrubs and Other Plantings
landscape materials. 3.13 ADJUSTMENT w a
A Foreman with a minimum of 5 ears experience in related work shall be on Correct defects prior to proceeding with the work. v
Y p Guarantee all other planting will be alive and in satisfactory condition fora
site at all times. period of 90 days from date of acceptance or will be replaced at no Repair or replace injured plants as directed. Limit pruning only to remove
additional cost to the Owner. 3.03 TOPSOIL dead or injured twigs and branches.
41
1.03 SOURCE QUALITY CONTROL All plant material shall be maintained in a healthy,sturdy condition during Import additional topsoil only as required to bring
Provide certificates of inspection for all materials as required b law or p Y g p P Y 4 g planting areas up to finish 3.14 MAINTENANCE PERIOD tr
the warranty period by the Contractor.
grade. Spread and cultivate soil so that no settling takes place at any time. �
regulation. U
When the Owner's Representative determines the work to be Substantially Cn
All replacement plants,including shrubs,cacti,groundcovers,vines and 3.04 LANDSCAPE FINE GRADING Complete in accordance with the Conditions of the Contract,he will advise
Package standard materials with manufacturers certified analysis. Provide perennials shall be subject to an additional 90 day maintenance period. the Contractor,in writing,that the maintenance period is to begin.
analysis by recognized laboratory made in accordance with methods Allow for the addition of soil amendments,conditioners and any specified top
established by the Association of Official Chemists for all other material. dressing when determining and executing finish grade. Landscape contractor shall be responsible for maintenance of landscaped
Provide trees and shrubs grown in a recognized nursery in accordance with areas for a period of 90 days. Maintenance includes watering,
good horticultural practice. Provide healthy,undamaged,vigorous stock PART 2 - PRODUCTS AND MATERIALS Set finish grade 2 inches below adjacent paving,curb and headers for weeding and cultivating of beds.
grown under climatic conditions similar to conditions at project site and free shrubs and ground cover beds and areas unless shown otherwise.
of disease,insects,eggs,larvae and defects such as sun-scald,knots, The Landscape Contractor,in order to protect his guarantee and in
2.01 FILL MATERIALS At all planting areas, make entire area smooth and even to finish grade. conjunction with the Landscape Maintenance Schedule supplied b th .q�
injuries,abrasions or disfigurements. Provide trees and shrubs of the sizes J p pp y e
Cultivate all areas so that there are no or hollows,and the area bumps
indicated. Trees and shrubs of sizes larger than those indicated may be Provide dry,loose material for fill, backfill,planting backfill and topsoil for p Landscape Architect,shall provide a supplemental typewritten
drains as indicated. Grade and maintain all flow lines,designated or not,to
used provided roots,root ball,staking and planting pits are increased planter beds. Frozen or muddy salts not to exceed 1500 ppm,and free of ti a
allow free flow of surface water. Cultivate entire maintenance instruction booklet on the care and feeding of the
area es e to a depth of 6 inch u
proportionately. debris,noxious weeds,ingredients or objects detrimental to healthy plant landscape to the Owner. .o
growth. minimum and remove all rock in excess of 1-1/2 inches,all building rubble,
building construction material,waste and any other material that may impair Contractor shall request,in writing,a Final Inspection at the completion of 7
1.04 REFERENCE STANDARDS satisfactory growth.
Topsoil: Screened,fertile,friable,from well drained arable land,free of the maintenance period. If the Owner's Representative determines the work
ANSI 60.1 -American Standards for Nursery Stock. refuse,roots, heavy clay, noxious weeds or any material toxic to is satisfactory,the maintenance period will end on the date of the Final
plant growth;contents as follows: Inspection. If the maintenance is unsatisfactory,the maintenance period will `91, ~�
1.05 SAMPLES SiIt:20-45% be extended,at the Contractors expense,until such time as all corrections OF CpLl
Submit the followingmaterial samples to Owner's Representative a minimum Clay: 3.05 HERBICIDE APPLICATION--NOTE:PRE-EMERGENT HERBACIDE SHALL are made and the work is inspected and approved by the Owner's
p NOT BE USED DURING THE LANDSCAPE INSTALLATION PROCESS WITHIN THIS Representative.approval
issued
will not be released until anal Inspection is
of 48 hours prior to start of work. Sand:30-60% made and approval issued by the Owners Representative.
Topsoil for backfill mix(trees and shrubs). Organic Material PROJECT.
Compost (natural or otherwise): 27o minimum 3.15 FIELD QUALITY CONTROL
Tree supports. pH:7.0-8.3 Apply contact herbicides in accordance with manufacturers
Decomposed granite. Soluble salts:1,500 ppm. recommendations. Prior to application, moisten areas for fourteen days to Notify Owner's Representative of the requirement for inspection at feast 48
Boulders. Nutrients: enough to bring levels of acceptable plant encourage weed germination and growth. Apply before weeds attain a hours in advance. Inspections are required, but not limited to,the following:
growth. height of 6 inches. Remove taller weeds manually.
The Owner's Representative reserves the right to take and analyze samples . Inspection and acceptance of plant material prior to
of materials for conformity to specifications at any time. Furnish samples Percolation rate shall be between 3 to 4 inches per hour. Areas to be landscaped shall be maintained in a weed-free condition at all shipping.
upon request by Owner's Representative. Rejected materials shall be Existing top soil may be used provided it meets these requirements. times during construction. o At completion of rough grade and boulder placement .�
immediately removed from the site and replaced at the contractors a At completion of landscape finish grading and soil
additional expense. 2.02 COMMERICAL GRADE FERTILIZERS preparation, prior to planting. L
As required per agricultural suitability and chemical analysis 3.06 TREE SUPPORT • At installation of irrigation system,prior to backfflling
Submit samples of decomposed granite for 4 P 9 ty lysis of existing soil.
p p g approval of graduation and color. trenches and planting.
soils
specific
t i specc sos report from which a
obtain
shall h oan a project t tracor sa
Sample shall be representative of variations within size and color to be Con Stake trees as required for adequate support as shown on the drawings. • During installation of specimen tree,or other specimen
provided. qualified agronomist can recommend fertilizer type,quantity and plant material.
application. e After staking locations for plant holes,but nor to � t Tree supports may be installed to prevent lodging,yet allow for trunk g P P• `J
1.06 PRODUCT DATE movement. Pliable cinch ties or equal that encircle trunks shall be large enough planting;for approval.
2.03 SOILAMENDMENTS to allow for normal growth of the trunk during the first year without girdling. • During the planting process.
Submit to Owner's Representative a minimum of 48 hours prior to start of • During the placement and aiming of all light fixtures.
work manufacturers comprehensive product description,including As required per agricultural suitability and chemical analysis of existing soil. . Q)
p P P 9 3.07 TREES,SHRUBS,AND VINES At Substantial Completion of the Work. V
specifications and installation instructions. Contractor shall obtain a project specific soils report from which a • During
warranty period to observe maintenance �
qualified agronomist can recommend soil amendment type,quantity and Layout locations with stakes or procedures.
y gypsum. Coordinate with Owners e t final Completion of the Work. � Q)
1.07 CERTIFICATES AND TEST REPORTS application. Representative to assure appropriate location. p a) Q
-�
Provide and pay for all materials testing. Testing agency shall be No soil amendments are required for salvaged plant material and cacti Test drainage of plant beds and pits by filling with water. Notify Owners � �
acceptable to the Landscape Architect. unless otherwise specified. Representative of areas where water is retained more than 24 hours.
CITY OF PALM DESERT SUPPLEMENTAL INFORMATION bA
Submit to Owner's Representative a minimum of 48 hours prior to start of Where rock,underground construction or other detrimental conditions are �-T work 2 copies of certificates of inspection as required b governmental 2.04 TREE SUPPORTS LANDSCAPE INSPECTION SCHEDULE Cqd
p p 4 Y 9 encountered at plant pits, Owner's Representative may select alternate
authorities,and manufacturers'vendors certified analysis for soil Tree Stakes: Copper napthenate impregnated lodge pole 12 feet in length location. w C
amendments,fertilizer materials,and chemicals. Submit other data for 24 inch box. No tree stakes are required for salvaged plant material. 1) Sleeving/Grading
substantiation that materials comply with specified requirements. Do not expose roots to air except during transplanting.Finish grade at plants a. Sleeve diameter,type,depth and location Q
Certificates are required to determine the quality and quantity of all specified Tree Ties: Provide a minimum of two per tree;pliable cinch ties or equal. shall be top of root crown. Cut plant containers on 2 b. Soil surface drainage,elevations and trash(including weeds& v�
soil amendments. sides without injuring root ball and carefully remove plant. Do not cut -�
2.05 HERBICIDES-NOTE:PRE-EMERGENT HERBACIDE SHALL NOT BE USED container with spade. Damaged plants will be rejected. rubble)
Materials certification to be submitted include,but are not limited to: 2) Hardscape/Boulders-Cobble
Topsoil source and nutrient analysis DURING THE LANDSCAPE INSTALLATION PROCESS WITHIN THIS PROJECT. Di a. Sidewalk and wall layout
g pits with perpendicular sides to a minimum of 2 to 3 times the width(see
Mulch Contact Herbicides: details) of the root ball for containerized trees and shrubs. Dig pits only as b. Utilities location
Fertilizers/soil amendments/chemicals deep as the root ball to prevent settling of the tree or shrub. c.Boulder type,size,weight and placement
Test representative material samples proposed Contact herbicide (if necessary) shall conform to local and/or state codes, 3) Irrigation System Rough-In
p p p posed for use. Provide the Planting Mixture:
ordinances,restrictions and recommendations and shall be applied in a. Trench depth and location
following data: pp As required per agricultural suitability and chemical analysis of existing soil.
accordance with manufacturers instructions. b. Pipe size and class
Topsoil and planting backfill: Contractor shall obtain a project specific soils report from which a
Soil PH qualified agronomist can recommend a planting mixture type,quantity c.Pressure test(125psi for 6 hours)
Particle size, percentage soil texture 2.06 PLANTING MATERIAL and application. 4) Plant Material (trees&shrubs)
Percentage organic material a. Condition
Nutrient level analysis Plant Material: Healthy,shapely and well rooted. Roots shall show no 3.08 BACKFILLING b. Type
all macro,secondary and micronutrient evidence of having been restricted or deformed at any time. All plants shall c.Placement
salinity be representative of their normal species and variety. They shall have Backfill plant pits and form shallow basin around the plant to hold enough 5) Ground Cover(decomposed granite) `f
ESP normal) developed branch systems. Plants shall be free from disfiguring z
Y p Y 9 9 water to saturate the root ball and backfill(only form basins if specified on a. Type
free line knots,sun scald injuries and abrasions of bark. Plants not meeting these detail). Water plants immediately after planting and allow backfill to settle in
percolation rate requirements shall be considered defective and shall be replaced b. Depth and spacing
4 p plant pit. Do not water saguaros after planting. Do not raise basin rim t ,
immediately. All plants shall be true to name and shall be to c.Compaction
Y p tagged,one of above surrounding grade. {
Recommendations on type and quantity of amendments required to bring each variety. All plant material shall be grown in nurseries inspected by the 6) Final t#
levels into acceptable ranges as detailed in Part 2-Products of Materials of State Department of Agriculture unless otherwise approved by the Owners Puddle planting mixture when pit is 2/3 full of plant mix. Continue back filling a. Irrigation: m sir
these specifications. Representative. Do not use trees or shrubs. to within 1 inch of surrounding grade. f) Valves, boxes and wrong , ; �►
ii) Controller operation and schedule
Separate recommendations to be submitted for each crop. Crop to be Provide specimen plants with a special height,shape or character. Tag at Finish grade to 2 inches below headers or concrete work. iii) Sprinkler, bubbler and/or drip
identified as: the source of supply prior to notifying Landscape Architect for inspection. and
p emitter type,flow rate
and quantity per plant
Irrigated trees and shrubs The Landscape Architect shall inspect selections at source of supply for Top dress planting areas with 2 inches of decomposed granite/desert iv) Overall operation
suitability and adaptability selected location. When specimen plants cannot cobble after planting. v) As built
1.08 MAINTENANCE DATA beapp purchased locally, provide sufficient photographs of proposed material for b. Tree staking
Landscape Architect shall submit 2 copies of typewritten instructions 3.09 ANNUALS c. Overall
recommending procedures to be followed by the Contractor and Owner for Plants may be inspected and approved at place of growth for compliance
the maintenance of the landscape work for one full year. with specification requirements for quality,size,and variety. Such approval At time of transplanting,soil in flats shall be sufficient so as not to fall apart
shall not impair the right of inspection and rejection upon delivery at the site when lifting plants. Install each plant with its proportionate amount of the flat
or during the progress of the work. soil in a manner that will ensure a minimum disturbance to the root structure.
Install flat material sufficiently deep to cover all roots. Firmly tamp the earth
1.09 PRODUCT DELIVERY,STORAGE AND HANDLING around each plant to force out large air pockets.
Deliver packaged material in containers showing weight,analysis and 3.10 DESERT PAVEMENT/DESERT COBBLE revisions:
identification of manufacturer. Protect materials from deterioration at all Q
times. Q
Installation of Desert shall occur as the final step in the landscape process
Provide protective covers to plant life and trees during delivery. Do not and shall be implemented in such a way as to blend with the undisturbed native Q
prune trees prior to delivery. Do not bend-tie trees or shrubs in such a areas. The methods and sequencing proposed in this specification may
manner as to cause damage or destroy shape. require adjustment to match existing conditions in each specific area. Perform
all work with hand tools rather than powered equipment. project#:
Deliver materials after preparation for planting have been completed. Plant LRC007
immediately. If planting is delayed for more than 6 hours after delivery,set Upon completion of landscaping ensure that final grade has been established
plant material in shade, protect from weather and mechanical damage and including removal of irrigation wells, and blending and rounding of slopes. C r-i 0 /;_ [ NIA
scale:
keep roots moist. Create troughs of varying shapes no less than 2'x8'and approximately 2"deep issued for.
Do not remove container grown stock including ground cover,from and rake in any cobble sized rock that was exposed during the landscape process. 1st CVWD Review
containers until planting time. Cover the trough with soil to expose only the top half of the cobbles. The cobble drawn b should appear as an outcropping. and should be placed in locations and at a Y:
frequency that matches the existing native areas. The quantity of cobble used will Team
1.10 SITE CONDITIONS vary depending on the quantity of cobble exposed during the landscape operation. PU13t,!G WORKS DERAF'TMENT date:
Determine location of underground utilities. Execute work as required to CI-TY OF PAL'v, DLSEF'r
prevent damage. Randomly shovel or scatter the soil/aggregate mixture over the disturbed areas in 06/06/06
varying depths no greater then 1/2". Cover approximately 8017o of the disturbed drawing:
Maintain grade stakes set by others until directed otherwise. areas with the landscape aggregate. CVWD SIGNATURE BLOCK Plant Specifications
Protect all existing plant life not scheduled for removal. if any plant material Cobbles N'and greater,that were collected with the soil/aggregate mixture should
that is to remain is damaged,the Contractor,at his expense,will pay for a be half buried. Cobbles less than 4"can be left on the surface. No special
replacement plant of the same size and species(to be approved by Owners placement of these cobbles is intended. These plans have been reviewed*by the Coachella valley Water District in
agent), accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3,
Pass over all landscape aggregate and cobble outcrop areas with a straw boom Section 65597 et seq.requiring efficient landscape and irrigation design in sheet #
Protect existing utilities, paving and other facilities from damage during to blend. cooperation with the local governing agency(City or County).
landscaping operation. Wet down entire area by simulating rainfall to encourage the larger granite materials *Approval of this drawing by CVWD Staff does not constitute approval to
Coordinate with other contractors. materials to surface and the finds to Compact. encroach into district and USSR Rights-of-Way.Trees,plants, walls and
permanent structures of any kind may not be planted or installed in CVWD L7 . I
and USSR easements or right-of-way without first obtaining an
encroachment permit from CVWD. ^ Of 10
Date: �/
Water Management Supervisor
Development Service Supervisor Copyright®2003 by
Greey I Pickett Professional Corp.
Valve Boxes: N
1.Install one valve box for each type of valve installed as detailed flush with grade for all sodded areas,and above-grade for all seeded areas.
2.Valve box extensions are not acceptable,except for master valve and flow sensor. C
3.Install gravel sump after compaction of all trenches. Valve box to rest on gravel sump. Place final portion of gravel inside valve box after 0)
valve box is backfilled and compacted. '-
IRRIGATION SPECIFICATIONS a)
Electrical Control Wiring: 4.Install"Christy"stainless steel or 2.5"x 5"plastic valve label tags for each valve box(1-800-258-4563). Entire controller�station number shall be Q)
1.05 DELIVERY,STORAGE and HANDLING
printed on each tag. Letter and number size shall be no smaller than 118 inch and no greater than 1/4 inches. Label each valve box as follows:
1.Low Voltage: t Conrol valves-Controller letter and station number.
PART I - GENERAL Deliver,unload,store and handle materials,packaging,bundling,products,in dry conditions,or a weatherproof manner,to prevent damage, a.Electrical Control Wire-AWG OF UL approved No.14 gauge direct-burial copper wire for all control wires,and No.14 gauge direct-burial a. I..- >,
breakage,deterioration,intrusion,ignition,and vandalism. Deliver in original unopened packaging containers prominently displaying manufacturer copper wire for all common wires. b.Quick Coupler Valves-Label"QCV." _
1.01 WORK INCLUDED name,volume,quantity,contents,instructions,and conformance to local,state,and federal law. Remove and replace cracked,broken, b.Wire Colors: c.Wire Splices-Label wire splices with the letters"W.S"
or contaminated items or elements prematurely exposed to moisture,inclement weather,snow,ice,temperature extremes,fire,or job site damage. 1 Control Wires-Red. W C .o �
Work of this Section generally includes a provision of an underground irrigation s em incudi the followii ) d.Drip Piping Blow-out Stubs-Controller letter and station number of each drip piping blow-out.
g Y2)Common Wires-White. � o NCI
1. Trenching,stockpiling excavation materials,and refilling trenches. Handling of PVC Pipe-Exercise care in handling,loading and storing of PVC pipe. All PVC pipe shall be transported in a vehicle which allows 3)Master Valve Wires-Blue and yellow, e.Gate Valves-Label with letters"GV"typical. Ne E A N o
2. Complete systems including but not limited topiping,backflow reventer,assemblies,valves,fittin s,heads,controller wiring,and the entire length of pipe to tie flat so as not to subject it to undue bending or concentrated external loads. All sections of pipe that have been 4 Future Wires-Same as control and common wire labeled at terminations). Two per controller unless noted,at each extreme end. f.Air-Relief Valves-Label with letters"ARV"typical. y a
P Y 9 P g �' dented or damaged shall be discarded,and if installed,shall be removed and replaced with new piping. ) ( ) P " " U o
final adjustments to ensure efficient coverage as determined by Consultant. gP P g g.Manual Drain Valve-Label with letters MDV. V , e
3. Water connections. c.If multiple controllers are utilized,and wire paths of different controllers cross each other,both common and control wires from each - O r c
4. Replacements of unsatisfactory materials. controller shall be different colors approved b Consultant. h.Pressure Reducing Valves-Label with letters"PRV" typical. IZ U � N 't
P rY 1.06 JOBSITE CONDITIONS PP Y I.Flow Sensors-Label with letters"FS" typical. � Z
5. Clean-up,inspection,and approval. Protection of Pro d.Control wire connections and splices shall be made with 3M direct-bury splice,SureSplice SK 12-14 connectors,or approved similar dry ti '3 a
6. Tests. splice method. 5. install"Tan"colored valve boxes in all locations where valve box is located in a decomposed granite planting area. Install"Green"colored valve boxes � _ • o
1.Preserve and protect all trees,plants,monuments,structures,and paved areas from damage due to Work in this Section. In the event where valve box is located in turf grass areas. These guidelines are typical of all installations unless water source is effluent. In that case all valve b o 0
1.02 REFERENCES damage does occur,all damage to inanimate items shall be completely repaired or replaced to the satisfaction of the Owner. All injuries 2.High Voltage-Type required by local codes and ordinances,of proper size to accommodate needs of equipment serviced. boxes no matter the location are to be purple in color and meet all applicable codes and ordinances. w w e •
101,
Perform Work in accordance with requirement of Conditions of the Contract and Division 01-General Requirements as well as provisions of all to living plants shall be repaired by the Owner,and all costs of such repairs shall be charged to and paid by the Contractor. v
applicable laws,codes,ordinances,rules and regulations. Conform to requirements of reference info Badkflow Preventer-Install as detailed on Drawings. w o) o ermation listed below,except where Sprinkler Heads-As shown on drawings. Purple caps or nozzles for Reclaimed Water use. ,,,,
more stringent requirements are shown or specified in Contract Documents. 2.Protect buildings,walks,walls,and other property from damage. Flare and barricade open ditches. Damage caused to asphalt,concrete,or Pump Station-Install as detailed on Drawings. y o
1.American Society for Testing and Materials ASTM -Specifications and Test Methods specifically referenced in this section. other building material surfaces shall be repaired or replaced at no cost to the Owner. Restore disturbed areas to original condition. Electric Control Valves-As noted on drawings. Purple handles for Reclaimed Water use. 04 ,� � a
ty 9 (ASTM) P P Y Electric Control Valves:
2.Underwriters Laboratories(UL)-UL Wires and Cables. Pipe bedding material-Construction grade sand approved by Consultant. � �
Existing Trees: Install top of cross handle a maximum of 3 inches below finished grade where shown on Drawings and as detailed. When grouped together,allow a minimum �
1.03 QUALITY ASSURANCE 1.All trenching or other Work under limb spread of any and all evergreens or low branching deciduous material shall be done by hand Automatic Controller-As shown on drawings. of 12 inches between valve box sides. Space control valves accordingly. Install each remote control valve in a separate valve box. Install valve boxes
or by other methods so as to prevent damage to limbs or branches. flush with grade. When parallel to roadway,sidewalk or other permanent element or structure,control valve and box are to be installed perpendicular 4)
Installer Qualifications-Installer shall have had considerable experience and demonstrated ability in the installation of irrigation system(s) Badkflow Preventer-As shown on drawings. Q.,
of specified type(s)in a neat,orderly,and responsible manner in accordance with recognized standards of workmanship. To demonstrate ability, 2.Where it is necessary to excavate adjacent to existing trees,use all possible care to avoid injury to trees,and tree roots. Excavation in areas to element or structure,spaced equally. t3
experience,and financial stability necessary for this project,submit if requested by Consultant,prior to contract award the following: where 2 inch and larger roots occur shall be done b hand. Roots 2 inches and larger in diameter,except directly in the path of i conduit, Manual Drain Valve- As shown on drawings. �
r9 Y 9 Pt Y� Pa pipe Main Line Gate Valves-Install as detailed on Drawings.
1.List of 3 projects completed in the last 2 years of similar complexity to this Project. Description of projects shall include: shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a trenching machine is operated Air-Relief Valve-As shown on drawings. Air-Relief Valves-Install as detailed on Drawings. �
a.Name of project. dose to trees having roots smaller than 2 inches in diameter,the wall of the trench adjacent to the tree shall be hand trimmed,making dean aft
b.Location. through roots. Roots 1 inch and larger in diameter shall be painted with two coats of"Tree Seal". Trenches adjacent to trees shall be dosed Pressure Reducing Valve-As shown on drawings. Control Wiring:
c.Owner. within 24 hours,and when this is not possible,the side of the trench adjacent to the tree shall be kept shaded with moistened burlap or canvas. 1.All control wiring to be laid to bottom and side of pressure supply fine trench. Separate wire trenches will not be allowed unless approved by Consultant
d.Brief description of work and project budget. Master Control Valve- As shown on drawings. prior to installation.
2.Current company financial statement. Protection and Repair of Underground Lines:
Flow Sensor and Monitor or Transmitter-As shown on drawings. Backfillin Do not begin backfiliin operation until required s tem tests have been completed. Badcfill shall not be done in freezing weather except with prior S
Special Requirements: g g PP g
�1 1.Request proper utility company to stake exact location(including depth)of all underground utilities. Take whatever precautions necessary written approval by Consultant. Leave trenches slightly mounded to allow for settlement after backfilling is complete. Trenches shall be finished graded prior to 0
a.Tolerances-Specified depths of pressure supply lines and laterals and pitch of pipes are minimums. Settlement of trenches is cause for to protect these underground lines from damage. In the event damage does occur,all damages shall be repaired by Contractor unless Pump Station-As shown on drawings. V I
removal of finish grade treatment,refilling,recompaction,and repair of finished grade treatment. other arrangements have been made. walk-through of system by Consultant. ,a
b.Coordination with Other Contracts-Protect,maintain,and coordinate Work with Tasks under other sections. Replacement of Paving and Curbs-Where trenches and lines cross existing roadwa paths,curbing,etc.,damage to these shall be kept 1.All pressure supply lines shall be bedded with construction grade sand 4 inches below invert of pipe,to 6"above to of i and width of trench when ' � a,,`
P 9 9 Ys.P 9 9 P _ P PPly 9 P P P pipe `� `� oo
c.Damage to Other Improvements-Contractor shall replace or repair damage to grading,soil preparation,seeding,sodding,or planting done to a minimum and shall be restored to original condition. PART III EXECUTION site conditions are rocky or otherwise unfavorable. ��
under other Sections during work associated with installation of irrigation system at no additional cost to the Owner. • •
3.01 INSPECTION 2.Materials-Excavated material is generally considered satisfactory for badkfiltin purposes after completing bedding requirements. Backfilt materials shall 6
d.Work involving substantial plumbing for installation of backflow preventers,copper service,and related work shall be executed by licensed 1.07 WARRANTY/GUARANTY g Y ry g P � P g g� �
and bonded lumbers,performed in accordance with all prevailing codes and regulations. be free of rubbish,vegetative matter,frozen materials,and stones larger than 2 inches in maximum dimension. Do not mix subsoil with topsoil. Material not 9
P ( ) P 9 9 Examine areas and conditions under which Work of this Section is to be performed. Do not proceed with Work until unsatisfactory
Contractor shall warrant materials against defects for a period of one year from the date of Substantial Completion. Contractor shall guarantee suitable for backfill shall be hauled away. Contractor shall be responsible for providing suitable backfill if excavated material is unacceptable,e.Work involving connection to,installation,or extension of 120 volt or greater electrical service shall be executed by a licensed and bonded conditions have been corrected. Y• P P 9 or not
workmanship for similar period. Contractor shall be responsible for coordinating material warranty items with the manufacturer/distributor.
electrician,performed in accordance with all prevailing codes and regulations. sufficient to meet backfill,compaction,and final grade requirements.
Settlingof backfilled trenches which may occur during guaranty period shall be repaired b Contractor at no e g Grading operations,with the exception in final grading,shall be completed and approved by Owner prior to staking or installation of any
1.04 SUBMITTALS Y 9 9 ty P P Y expense to the Owner,including portion of irrigation system except sleeving. 3.Do not leave trenches open for a period of more than 48 hours. Open excavations shall be protected in accordance with OSHA regulations.
complete restoration of damaged property.
Prepare and make submittals in accordance with conditions of the Contract prior to installation. 4.Compact backfill to 90%maximum density in 6"lifts,determined in accordance with ASTM D155-7 utilizing the following methods:
Expenses due to vandalism before substantial completion shall be bome by Contractor. 3.02 PREPARATION a.Mechanical tamping.
CONSTRUCTION RECORD DRAWINGS(As-Builts): b.Puddling or ponding. Puddling or ponding and/or jetting is prohibited within 10'-0"of building or inundation walls.
Owner or representative maintenance company will maintain turf and planting areas during warranty period,so as not to hamper proper operation Staking shall Occur as Follows:
1.At onset of irrigation installation the contractor shall secure from the landscape architect one dean bond copy of irrigation plan,to use as of the irrigation system. 1.Mark with powdered lime or marking paint routing of pressure supply lines and flag heads and control valve locations for first series of zones
Project Record Print. At end of every day,revise Project Record Print for all work accomplished that day in RED ink. Project Record Print Piping Under Paving:
as directed by Consultant. Contact Consultant a minimum of 48 hours in advance and request a review of staking. Consultant will review staking and
shall be brought up-to-date at dose of working day on every Friday by a qualified draftsperson. One up-to-date print shall be mailed 1.08 MAINTENANCE 1.Provide for a minimum cover of 24 inches between the top of the pipe and the bottom of the aggregate base for all pressure and non-pressure piping 0
direct changes if required. Staking review does not relieve installer from coverage problems due to improper placement of heads after staking.
to Consultant on Monday of each week.The Project Record Print plan(s)shall be available at the Project Site for review. Upon completion of installed under asphalt concrete or concrete paving. Provide sleeving as required by municipality,or as shown on plans.
- Project,contractor shall submit Project Record Print for review,prior to final acceptance.Dimension from two permanent points of reference, Furnish the following maintenance items to Owner prior to final Acceptance: C
1 P Po Install sleeving under all asphalt paving and concrete walks,prior to the installation of concrete or paving operations,to accommodate piping and 2.Piping shall be bedded with construction grade sand-6 inches below pipe to 6 inches above pipe and the width of the trench. h..,
1.2 sets of special tools required for moving,disassembling,and adjusting each type of sprinkler head and valve supplied on this project. o , O
(building comers,sidewalks,road intersections,or permanent structures),location of the following items: wiring. Compact backfill around sleeves to 95/a Standard Proctor Density within 2/a of optimum moisture content in accordance with ASTM D1557.
2.2 keys for each automatic controller. 3.Compact backfill material in 6-inch lifts at 95/o maximum density determined in accordance with ASTM D1557 using manual or mechanical tamping devices. y�
a.Connection to existing water lines. 3.3 quick coupler keys and matching hose swivels.
b.Routing of pressure supply lines(dimension every 100 feet along the routing). Trenching-Trench excavation shall follow,as much as possible,layout shown on Drawings. Dig trenches straight,and support the pipe continuously on the 4.Set in place,cap,and pressure test all piping under paving,in presence of Consultant or Owner prior to backfilling and paving operations.
c.Electric control valves. bottom of trench. Trench bottom shall be clean and smooth with all rock and organic debris removed. Pressure supply line trenches shalt be over-excavated
1.09 EXTRA STOCK as required to allow for bedding material. Trench depth shall be uniform as required to meet minimum depth requirements for the g g Piping g p y jacking, g y g g g V
d.Quick couplingvalves. q 9 P q P q • type of piping being installed. 5.Pi in under existing walk or concrete pavement shall be done b adkin ,boring,or hydraulic driving, where cuffing or breaking of walks and/or �
e.Drip line blow-out stubs. In addition to installed system fumish the following items to Owner concrete is necessary,it shall be done and replaced at no cost to the Owner. Obtain permission and prior approval from Owner to cut or break walks Q
f.Control wire routing(if not with pressure supply line). 1. 4 per 100 installed drip emitters of each type used. 1.Clearances: and/or concrete.
g.Other related equipment as directed by Consultant. 2. 2 pop-up heads of each type used. a.Piping smaller than 3 inches-Trenches shall have a minimum width of 7 inches.12 inches for 3"and larger pipe. V
b.Line clearance-Provide not less than 6 inches of clearance between each line,and not less than 12 Inches of clearance between lines of other trades. 3.04 FIELD QUALITY CONTROL -ti in
Contractor shall provide a Digital version of the Project Record Print with ALL changes,additions and modifications performed during the project c.For Reclaimed Water systems,2-foot vertical(below)and 6-foot horizontal separations from potable lines are required per industry standards.
installation. This digital file shall be compatible with the Adobe Acrobat*format(also known as Portable Document Format or PDF),and submitted Flushing-After piping,risers,and valves are in place and connected,but prior to installation of emitter heads,quick coupler valves,and air relief valves, Q)
PART II - PRODUCTS a) a
on asingle-session,closed CD-ROM disc in the ISO-9660 format to Consultant. Each sheet is to be saved into separate PDF files. 2.Pipe and Wire Depth: thoroughly flush piping system under full head of water pressure from dead end fittings. Maintain flushing for 5 minutes through furthestmost valves. i
2.01 MATERIALS a.Pressure Supply Piping-24 inches from top of pipe(30 inches where 6"and larger pipe is on project). Cap riser after flushing. Q> 4,--
Contractor shall also provide both a hard copy and Electronic Form version of the Controller Data Sheets to the Consultant. Hard copy and b.Non-pressure piping 12 inches from to of pipe. �� �
Electronic Forms shall be provided to the Contractor b Coates Irrigation Consultants Inc. General Piping: P P P g ' P P P Testing-Conduct tests in presence of Consultant. Arrange for presence of Consultant a minimum of 48 hours in advance of testing. Supply force pump and �A -
P YC.Control Wiring-Side and bottom of pressure supply line. --
Note: All piping for reclaimed waters stems shall be purple colored or wrapped with reclaimed"sock"or reclaimed marking to and main all other test equipment. 1
*Several vendors provide for the scanning of oversize documents such as plans into the Adobe Acrobat format. ff required,contact P P 9 Y P rP PP n9 Pe. d.Drip piping-12 inches from top of pipe. T_
lines shall have detectable reclaimed marking tape in trench 12"above top of pipe. e.Emitter tubing 12 inches from to of i p p g ) p pipe(slopes greater). 1.After backfilling,and installation of all control valves&quick coupler valves,fill pressure supply fine with water,and pressurize to 40 PSI over the designated W Coates Irrigation Consultants Inc.for recommended vendors. g- p pipe(non sloe lantin s. 4 inches from the to of i e sio es 2:1 or reater. C: a-
1.Pressure Supply Lines(downstream of backflow prevention units)-Class 200 PVC,Solvent Weld Belled End for 2-1/2'and smaller, static pressure or 120 PSI,whichever is greater,for a period of 2 hours. Q) ` -
2.Consultant will not certify any pay request submitted by the Contractor if the as-built drawings are not current,and processing of and rubber-ring joint for 3"and larger with ductile iron fittings. 3.Boring will be permitted only where pipe must pass under obstruction(s)which cannot be removed,and must be approved by Consultant if not ,0 Q
pay request will not occur until as builts are updated. Also,if Data Sheets and As-Built drawings are not given to the Consultant within the 2.Leakage,Pressure Loss-Test is acceptable if no leakage or foss of pressure is evident during test period.
specified time frame,Consultant shall collect the data for 2.Non-pressure lines-Class 200 PVC,Solvent Weld Belled End. specifically indicated on construction drawings. Final density of backfill shall match that of surrounding soil. Use of sleeves of suitable diameter is kid
programming purposes,and charge the Contractor for time and materials.
3.Drip Piping-1/2'Class 315 PVC,Solvent Weld unless otherwise specified on plans. acceptable if installed first by jacking or boring,and pipe laid through sleeves. Observe same precautions as though pipe were installed in open 3.Leaks-Detect and repair leaks. C> �
3.Prior to scheduling walk-through for substantial completion,Contractor is to submit all as-built information to the Consultant for approval. trench. 4.Retest system until pressure can be maintained for the duration of the test. �
4.Emitter Tubing-by emitter manufacturer. inn U
CONTROLLER CHARTS-Do not prepare controller charts until record(as-built)drawings have been approved by the Consultant. 3.03 INSTALLATION 5.Before final acceptance,pressure supply fine shall remain under pressure for a period of 48 hours.
1.Provide controller chart,automatic controller. Plastic Pipe and Fittings: Locate other equipment as near as possible to location designated on construction drawings. Deviations shall be approved by Consultant prior to
a.Controller drawing may be same size reproduction of the record drawing,if scale permits fitting them inside the controller door without 1.Identification Markings: installation. Walk-Through for Substantial Completion:
folding drawing. If photo reduction prints are required,keep reproduction to maximum size possible to retain full legibility. Chart may a.All pipe to be identified with following indelible markings: 1.Arrange for Consultants presence a minimum of 48 hours in advance of walk-through.
also be Controller Data Sheet as for central-satellite systems,if approved by Consultant. PVC Piping:
1)Manufacturers Name. 2.Entire System shall be completely installed and operational prior to scheduling of walk-through. All sodded areas are to be complete with head height
b.Controller chart shall be bond print of actual as-built system,showing area covered by that controller,or Controller Data Sheet showing 2)Nominal pipe size. 1.Snake pipe in trench as much as possible to allow for expansion and contraction. and valve boxes adjusted accordingly.
information on each station,and with complete description of each station's location. 3)Schedule or class.
4 Pressure Rating. 2.When pipe laying is not in progress,or at end of each day,close pipe ends with tight plug or cap. (Perform work in accordance with good practices 3.Operate each zone in its entirety for Consultant attime ofwalk-through,and open ail valve boxes.
c.Identify area of coverage of each remote control valve,using a distinctly different pastel color for each zone. Highlight heads,lateral piping, ) g
and control valves. 5)NSF(National Sanitation Foundation)seal of approval. prevailing in piping trades).
6)Date of extrusion. 4.Consultant shall generate a fist of items to be corrected prior to Final Completion("Punch List").
d.Following review of controller drawings by Consultant,hermetically seal each chart between two layers of 20 mm thick clear plastic. 3.Coordinate pressure supply line installation with required bedding operations. Concrete thrust blocks or steel joint restraints shall be utilized �-, �1,,,
e.Controller chart shall be completed and approved by Consultant prior to final completion walk-through of irrigation system. b.All fittings including valve taps for rubber-ring pipe shall be cast or ductile iron,rubber-ring joint for PVC. for all rubber-ring joint fittings per industry standards. In sandy soil,mechanical joint fittings shall be used with thrust blocks. 5.Furnish all materials and perform all Work required to correct all inadequacies due to deviations from Contract Documents,and as directed by Consultant. `: x
4. Stake all above-grade rode PVC piping per "r
f.Attach approved controller chart to inside of each controller door using sell adhesive velcro strips. 2.Solvent Weld Pipe-Manufactured from virgin polyvinyl chloride(PVC)compound in accordance with ASTM D2241 and ASTM D1784: e-9 pip' g p details. 6.During walk-through,expose all drip emitters and sprinklers under operations for observation by Consultant to demonstrate that they are performing and xo '
cell classification 12245-B Type 1,Grade 1. installed as designed;prior to plating of all mulch material. Schedule separate walk-through if necessary. �
YP 5.Use 45-degree ells when making perpendicular crossings of above grade PVC piping,to depress bottom pipe.
CENTRAL CONTROL SYSTEM PROCEDURES:(If shown on plans): a.Fittings-Standard weight,Schedule 40,injection molded PVC;complying with ASTM D1784 and D2466,cell classification 12454-B. ``
1)Threads-Injection molded type(where required). 6.Lay pipe and make all plastic-to-plastic joints in accordance with manufacturer's recommendations.
Walk-Through for Final Completion: ; I
1.Contractor shall be responsible to provide and install all specified central control equipment to result in a complete and working system, 2)Tees and ells-Side gated.
whether or not all appurtenances are shown on plans. System shall include central computer;data output unit(CCU);satellite controllers; Drip Piping: ,
PP P Ys P tp ( ) b.Threaded Nipples-ASTM D2464,Schedule 80 with molded threads. 1.Arrange for Consultants presence a minimum of 48 hours in advance of walk-through.
all grounding and surge protection;radio equipment if specified;communication cable wiring if specified;master valves and flow sensors c.Joint Cement and Primer-Type as recommended by manufacturer of pipe and fittings. 1.Install fitting connections per manufacturer's recommendations. 2.Show evidence to Consultant that Owner has received all accessories,charts,record drawings,and equipment as re required before Final Completion
if specified;and weather station if specified. gq
Low PressureNolume Systems: 2.Use threaded risers and Sch.40 or Sch 80 fittings per details when making connections in drip piping for emitters and fittings. walk-through is scheduled. 4
2.Following installation of each controller,contractor shall record all station data on a"Data Sheet"provided by the Consultant. This data n drawings. 3.Install drip line blow-out stubs at all dead ends of drip piping. 3.Operate each zone identified as deficient at substantial completion walk-through for Consultant to review at time of final completion walk-through
shall include the a and quantity of irrigation devices on each station,nozzle e,arc,area of control turf,trees,shrubs,etc.), 1.Emitters as indicated o dre gs 4.An deviations from drip pipe muting shown on drawings must be approved b consultant nor to installation. to ensure correction of all incomplete items.
type q ty 9 type, ( ) Y P P•P 9 9 PP Y P• P
valve size,gpm,location,etc.as shown on the Data Sheet. 2.Drip Piping-manufactured of polyvinyl chloride compound conforming to ASTM D2241 and ASTM D1784,Type 1,Grade 1.
4.Items deemed not acceptable by Consultant shall be reworked to the complete satisfaction of Consultant. J
3.Fittings-Schedule 40 PVC,or as recommended by piping manufacturer. Control Wiring
3.Prior to final walk-through for each area of the project,contractor shall confirm that the following has been accomplished: 4.Drip Valve Assembly-Type and size shown on drawings. 1.Low Voltage Wiring: 5.If after request to Consultant for a walk-through for Final Completion of the irrigation system,Consultant finds items during walk-through to be deficient,
a.Construction record drawings per 1.04.1. a.Wye Strainer-Plastic/Fiber lass construction with 150 mesh nylon screen and blow out assembly. a.Bury control wiring between controller and electric valves in pressure su I line trenches,with wires consistently located below and to one side of Contractor shall be charged for all subsequent walk-throughs. Funds will be withheld from final payment and/or retainage to Contractor,in amount equal
b.Data Sheets for Controllers. Y g YI Y ry � P PP Y Y
c.Proper communication between computer and output unit(CCU). b.Control Valve-2-way,solenoid pilot operated type made of synthetic,non-corrosive material;diaphragm-activated and slow dosing. Pipe,on top of initial pipe bedding,or in separate trenches. to additional time and expenses required by Consultant to conduct and document further walk-throughs as deemed necessary to ensure compliance
d.Proper communication between output unit(CCU)and Satellite Controllers. Include freely pivoted seat seal;retained(mounted)without attachment to diaphragm. b.Bundle all 24-volt wires at 10-foot intervals with electrical or duct tape. with Contract Documents.
revisions:
e.Proper communication between Flow Sensors and Monitors. c.Pressure Regulator-Plastic/Fiberglass construction,preset type with pressure setting per drawings. c.Provide an expansion loop at pressure supply line angle fittings,every electric control valve location(In valve box),and at minimum 500 feet 3.05 ADJUSTING 0
f.Verify continuity on all communication cables. intervals. Form expansion loop by wrapping wire at least 8 times around a 1-inch pipe and withdrawing pipe.
g.Arrange for the certification of"RainSafe"controller cabinets by Horizon and/or Rain Bird to confirm components Copper Pipe and Fittings: d.Make splices and electric control valve connections using SureSplice SK 12-14 connectors or similar dry splice method. Upon substantial completion of installation,fine-tune entire system by regulating valves,adjusting spray patterns and break-up armsiscrews,and setting pressure Q
for extended warranty(if applicable). 1.Copper Pipe-Type K hard tempered. e.Install control wire splices not occurring at control valve in a separate splice valve box. reducing valves or throttling electric valve flow control stems to proper pressure settings to provide optimum and efficient coverage. Flush and adjust all sprinkler heads Q
4.Extended Warranty: Rain Bird's Five-Year Professional Warran includes the followi 2.Fittings-Wrought copper,solder joint for optimum performance and to prevent overspray onto walks,roadways,and buildings as much as possible. Heads of same type shall be operating
hl" rig PP o o o f.Install one control wire for each control valve. at same pressure+/-7%. roject#:
a.Extends the conditions of the three-year,over-the-counter product warranty to five years. 3.Joints-Soldered with solder,45/o silver, copper,16/o zinc,and 24/o cadmium and solids at 1125 F and liquids at 1145F. g.Run 2 spare#14-1 control wires from controller pedestal to last electric control valve operated by controller on each and every leg of pressure
b.It shall insure that an authorized Rain Bird representative will be at the job site within 24 hours of notification of a product problem. " If it is determined that irrigation adjustments will provide proper and more adequate coverage,make such adjustments prior to Final Acceptance,as directed, �RC007
P 1 P P supply line. Label spare wires at controller and wire stub box. Loop a minimum of 24 from all spare wires inside every control valve box operated by scale:
c.Warranty includes a five-year product and labor warranty. If the product fails to meet Rain Bird specifications,and the Rain Bird Brass Pipe and Fittings: controller. at no additional cost to Owner. Adjustments may also include changes in nozzle sizes,degrees of arc,and control valve throttling. ,.�r- r_1�/ ._r-,
representative is unable to resolve the deficiency,the product will be replaced at no cost to the client with the product of their choice. 1.Brass Pi 85%red brass,AMSI Schedule 40 screwed pipe. " r i_ v h..,.Lr N/A
�" P P h.Run all future control wires from controller edestal to ornt indicated on drawin s Coil a minimum of ten 10 feet at termination and install in 10 All sprinkler heads shall be set perpendicular to finish grade unless otherwise designated.
This includes Contractor's labor for product replacement at their normal hourly rates. P P 9 ( ) issued for.
d.in the event of a product problem,and the Consultant is required to spend additional time not covered by their contract as a result 2.Fittings-Medium brass,screwed 125 pound lass. round valve box. Label all wires at termination. Areas which do not conform to designated operation requirements due to unauthorized changes or poor installation practices shall be immediately corrected at no 1st CVWD Review
of this problem,then Rain Bird will reimburse the Consultant for time and materials at their normal hourly rates. Quids Coupling Valves-Brass two-piece body designed for working pressure of 150 psi,operable with quick coupler. Equip quick coupler with 2.High Voltage Wiring for Automatic Controller additional cost to the Owner. Idrawn by:
*Project Qualifications: locking rubber cover(purple for reclaimed water if specified). a.Provide 120-volt power connection to automatic controller. Team
a.The Consultant must be currently certified as an irrigation designer by the Irrigation Association,the American Society of Irrigation 3.06 CLEANING PuBUC WORKS -.PAR T ME1vT date:
06
Consultants,or licensed in the project state to practice landscape architecture which includes irrigation design. Valve Boxes: Automatic Controller. Maintain continuous cleaning operation throughout duration of Work. All trash or debris generated by installation of irrigation system shall be properly disposed of C1iY OF PALiri DE6LZ-i=:T /06/06
b.The project must consist entire) of Rain Bird products where applicable i.e.:excluding pipe,fittings,&wiring).If an competitive Note: All box covers for reclaimed water systems shall be purple colored,and marked for reclaimed. 1.Install controller in accordance with manufacturer's instructions as detailed and where shown on Drawings. drawing:
P 1 Y P PP ( 9 P�P g � 9)• Y P by Contractor off-site. 9:
products are INSTALLED on the project,the warranty will be the standard trade warranty as delineated in the Rain Bird product catalog. 2.Connect remote control valves to controller in numerical sequence as shown on Drawings. CVWD SIGNATURE BLOCK Irrigation Specifications
c.The Rain Bird representative must be notified in the event of a product problem at least twenty-four(24)hours prior to an in-field meeting. 1.1-i Line Blow-out Stubs,and Wire Stub Box-Carson#910-12. 3.Final location of controller shall be approved by Consultant prior to installation. g p
2.1-inch through 2-inch Control Valves-Carson#1419-136.
d.Installation must be certified by authorized Rain Bird representative in conformance to plans. 4.Each controller shall have a dedicated separate ground wire and surge protection.
3.Drip Valve Assemblies-Carson#1419-13B. 5.Above-ground conduit shall be rigid galvanized with appropriate fittings. Below-ground conduit shall be Schedule 40 PVC. These plans have been reviewed*by the Coachella Valley Water District in
Operation Manual: 4.Control Wiring Splices-Carson#910-12. accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3,
Submit 3 sets of Operations Manual to Consultant for approval,prior to scheduling the final completion walk-through. Manual is to include Quick Coupler Valves: Section 65597 et seq.requiring efficient landscape and irrigation design in
5.Main Line Gate Valves-Carson#910-12. cooperation with the local governing agency(City or County).
Sheet #
the following in a 1 x 3 ring binder. 6.Air-Rellef Valves-Carson#1419-13B. Install quick couplers on double swingloint assemblies of Schedule 80 PVC piping;flush to grade. Angled nipple relative to pressure supply line shall be
1.Index sheet stating project name,and listing Contractor name,address,phone number,and contact person. include same information for 7.Manual Drain Valves-Carson#1419-13B, no more than 45 degrees and no less than 10 degrees.Install quick coupler as detailed. *Approval of this drawing by CVWD Staff does not constitute approval to
Primary Sub-Contractors. encroach into district and USBR Rights-of-Way.Trees,plants,walls and
8.Pressure Reducing Valves-As shown on detail. Drip Valve Assemblies-Install drip valve assembly as detailed. permanent structures of any kind may not be panted or installed in CVWD L7 ,02
2.Manufacturer cut sheets for all material components of irrigation system. Highlight or circle specific models or items. and uSBR easements or right-of-way without first obtaining an
Drip Emitters-Install drip emitters as detailed. encroachment permit from CVWD.
10 of 10
Date:
Water Management Supervisor
Development Service Supervisor ICopyright®2003 by
Greey i Pickett Professional Corp.
-- - ._------___ - - - -. --- .- --- - ------- - - -- -
&
------- ..... KEY NOTES
PLANTING AREA W/NATIVE DESERT COBBLE.
.... .. ....
...... (1) TURF AREA
NOTEt
------- ---
LIMIT OF CONSTRUCTION
M go Olin 'M_ ......... ------- RAMMED EARTH WALL. (BY OTHERS)
- --- ------ E MATERIAL ORTHE WEST AND:: Q)
viol
ft
MEMO 0 EMENUM NEWMENE&NOMMENEEN WMENNEMEREENNEEMENE%MEN MUNIESEEN ONEWER an 11."ALL,TRE
...... ........ ..... .......... .... ..... ...... ...... ...... .........*........ ....... .... ... ...... . ....... .......... - - ------ — ---- - ------ ---- (:K) -STONE COLUMN. (BY OTHERS)
........ .. . .... ..........
46V I. .... -----------------
.................. ........ ... ... ..... ............... ......
........ ---...... ...... ....... .:�*�'.�.'��........... . ...................................... ---------- -
...... ..... ......... ...................... .................................. - - - - -------------- ------------- �NORTH SIDE OF. THE MAINTENANCE FACILITY,,
...................... ......... .............. ... ...................... ... ...............I-................................................................. ............ ---- -------- --- ---- ...... ......
..... . ..............................
e4, ..... ........ ..................... ............ . ...... ------
..........................!... ....... (1) -GOLF CART PARKING
.. ... ....................... ......._. .............................................................................................................................. -------- --------- ,SHALL NOT BE PRUNED ALL BRAN
...........
.... .... ......
............ .......... ............... .... . . .......... .
........................... ... .............. ........... ... . .... HALL BE ALLOWED TOJAKE A NATURAL: (D -RETAINING WALL. (BY OTHERS)
. ... ........................ ..... ................ ... ......... ..............................I.........
- - ..:� ...I ................................ .... ....... ........... .... ......
........ ...........
............ ...........................
. ...............
.......... . ....... .. ............
........... .. .... ............. . ....... . . ....
........ ... :FURM AND GROWTO
........................ . ----—------ ...... ..
............ ............
417 I.:... ......... .... .... ........... ....... ..... ..... .... . .............. BRIDGE. (BY OTHERS)
.. ....... THE GROU N D FOR.-:,.",. (D LU
.... ...... ........ ..... ....... ... .. . ..............I....... ........................ .....
---M.Tw............... ........ ------
............ ..... ............... ....... ...... .......... . .........
........ ................. ------- ....................... ......... ............................ ..... ................ ................. ........... "SCREENING PURPOSES... .. . ...
........ .........z. .............. ....... 1LJ... ................ ........... LAKE FEATURE
.............. .......... ......
.......... ....................
...... ............... ..................... .................... ............................ ....... .......
. ... ..................11............ ......... ............ ....... ......... ........ 2. LANDSCAPE ARCHITECT SHALLINSPECT:
... .............. ............................ .... ..........................I.................. ..... .......
........... .............. (E) DESERT STREAM FEATURE
4 .............
............. ............. ................. ao
............. ........ ........ ..... .... ...................... ......
................. ...................... ......... ............. . ... .. . .... ...
..........
.......... ..... ..............:"..
................... ...... ........ ......... .. .............. ... ..................... .............. ................. ........ .............................
............... . .........I...... ........ ......
......... .......... ........ ........ . .. ......... .......... ............ ...........Z................ ...... AN D APPROVE ALL TREE MATERIAL�FOR MAIN ENTRY MONUMENT
....... ............ ... ...................... ....... ... .....
....................... -- _;.............. _-_.: .--. ................. .................................................... .... . ..... ......... .......
..... ....... ....... ............ ... ...... 0
............
................. ..... ........ ........ ........ ............. ...... ......... ...............
............... ..... ... ......................
...........:................... ....... ........I........ ......... .......... . ........ ................. t;ALIPER HEIGHT AND WIDTH
.............. .............. ................. ......................... ... .......... .......... ...... ......... . ........... SALES CENTER,SEE ARCHITECTURAL PLANS. 0
................ ...........
.. ........................... ..... ........................ ....... .................... ...... ................... ....... ........
..................... ........ .................. .......... ....
...... ..... ............. ........... -- �-:�..............
...... ......... ...... : ........................ ....... .......... ............ ..... .............. ....... ....... q-w
............. .. ............ ........... . ................. .... .......... ....... ...........
..........
..........
...... .............. ............... ......... :CONFORMANCE PRIOR TO INSTALLATION
f4��- ........ ... ..... . .... ...... ...... 41 ASPHALT PARKING Cx
...... .................:................... . ...........z.......... ... ......... ............. ...... ............................. ............. ................. ...................
AW I I I : I. I ,I . . I I
4 . ..... ... ............... ..... ......... .........
........... .. . ......... ...... ........... .... .
..... ................ ....... ...........
40 .............. ........ ......... ......
......;.... .......... .............. ........... .................
........... ... ....I.. ......... .............
................. ........... .......
................ ................ . ..... GUARDHOUSE,SEE ARCHITECTURAL PLANS.
................ ...
...... .................. ................. ........ ......
.............. ..............
............ .3. DEPENDING ON TREE MATERIAL��:
................. ........ ... . .......
......................... ... ................. ........................ ... ... ................
.............. ........ ................. . .......
......... ...
.............. ...... ........................ . ................. .... ............. ........ ......
....... ...
AVAILABILITY, ADDITIONAL TREES MAY BE:
... .................I......... .. ............... ............. ................
(9) C.V.W.D.CANAL
...........
...............
........... ............. . ...... ... ......... ................... ....................... .................... ....... ......... .. .... .....
........... ....... ........... ...... . ...................... ........... ..... ...... .......... ............... :NEEDED TO ADEQUATELY SCREEN
........................ ............. .. ......................... ....... .. . ............... ......... ......
............................ ...... ..... .........
-$4��' ....... ...... ... ......... ..........
4 ....... .... ...................I... .... ..... .. ...... .... .... ............. .................. ......
4W........... ...... ........ ........................... ........... ........ ......... ....... ........ ........... ......
. ..................I......... .............. PAVERS. (BY OTHERS)
.......... .......... . ..... ...... ............................... ................
............ ............ ......... ... ... .......... ...I ..............!
... .. .......
...................... ..... ........... ................................... MAINTENANCE FACILITY. LANDSCAPE
.............. ....... ....... ........ .................. ................ .. ........... ........................ ....... ':`:V�*Z.,�... ..... ......
.....................
................ ...................................... ............... ...... ......... .... ...... ......... . ........... .... ... .................
........................... ....
........... BERMING,SEE CIVIL ENGINEERING PLANS.
................. ...................... .........I ...... . ......... ... .... ... ........... ..................
......... ............. ................ ....... ....... ...................... ................. ...
............ .................. .......
..........
......... .... ....... ................ ......... ....... ............I....................
............... ...... . ........ ....... ............................... ....... ...... WNER'S REP. SHALL.
..... ..... .......... ............. . . .... ...
................ .....................I............ ... ........................"I........... . ................... ........... .......................... .. ............................................................................ .. ........... ....................... ....... . .... .... ........ ARCHITECT AND 0
............... ......7. ........... ; .. . I........... ....... ........... ..............
4 04W. .... .................. .. ........ .... . ............ ..............*.*.'.':V..*..: .......... .....
. ................. ... ......
............. ........ ....... ....... ...... .....
R
.................................. ... .. ........ ..................... ....... ... ...... .... ... ........... ...
............................... .................... .. ....... ......I......
:PROPERTY:LINE :'
........ EVIEW TREE MATERIAL:FOR ADEQUATE
.....................*.,.*, ;6.
PROPERTY LINE:............... ...... .......... .... PLANT LEGEND
.......... ................... ... ...... . ....................................
. .......................... ....... ........ ........... .. ....... - - - - - - - SYM. PLANT NAME SIZE USE
................ F THIS-:::
............... ............................... ---------- COVERAGE PRIOR,TO:COMPLETION 0
WATER
... ..........
.... ........ .........
PROPERTY LINE ....... .......
................... ..... ..... ....................................................................
........................................ .....................................I.. .......... ............ ...... .......... ...... .......
# , ....A -*::, ., - 1 3
............ ..::.:.:-::::::),::::, -` -
............... ..... . .... ..................
.......... ............. ....... ...... ..................................... ... ..... ...... ...... .. REA. 14)
................. ..................... . ............... ............ . .....
.............. .............. .....:71 ---
.. ........ TREES
04 .... i- �� ..................
........ A . 77.......... ........ .... ......
...............
........... ................. .... 50
...........
CERCIDIUM FLORIDUM
......... SEE PLAN LOW 0.2
................... BLUE PALO VERDE
W I
... .... ......... ......... ......
CERCIDIUM MICROPHYLLUM SEE PLAN LOW 0.2
.................
FOOTHILLS PALO VERDE
........... CHILOPSIS LINEARIS
SEE PLAN MOD 0.5
DESERT WILLOW
....... .... ......
...... ... ........ OLNEYA TESOTA SEE PLAN LOW 0.2
IRONWOOD
...... ......
POPULUS FREMONT11
FREMONT COTIONWOOD SEE PLAN HIGH 0.8
PROSOPIS ALBA'COLORADO' UF
... ...... .......... 54 SEE PLAN MOD 0.5
.. ...... COLORADO MESQUITE IUF&
ZONE-S8
PROSOPIS GLANDULOSA 4uui
SEE PLAN LOW 0.2
TEXAS HONEY MESQUITE
... .........
PROSOPIS PUBESCENS
MAINTENANCE MAINTENANCE ....4#7 SEE PLAN MOD 0.5
. .. .. ... SCREW BEAN MESQUITE
PROSOPIS VELUTINA SEE PLAN MOD 0.5
NATIVE MESQUITE
BUILDING BUILDING .... .... ...
ITW WASHINGTONIA FILIFERA
........ MOD O.S
CALIFORNIA FAN PALM
...... .....
WASHINGTONIA FILIFERA
<7 MODO.5
CALIFORNIA FAN PALM
SHRUBS
.... .. ....
..... ....... .....
... ...... (DALEA)PSOROTHAMNUS SPINOSA
...... ...... ... .... SMOKE TREE 24!'BOX LOW 0.2
... ... ......
...... HYPTIS EMORYD
24!'BOX LOW 0.2
36
.. ........ ... ...
... ....... ......... ..... ...... ..... DESERT LAVENDER
........... ....
LARREA TRIDENTATA
2,C BOX LOW 0.2
........ CREOSOTE
Uf
....... PARKING & MAINTENACE SIMMONDSIA CHINENSIS
. ...... 15 GAL LOW 0.2
....... JOJOBA
36
...... LLJ
CACTI &SUCCULENTS
YARL-1; ......
.... ........
FOUQUIERIA SPLENDENS
ZONE-S7 8-12 CANE LOW 0.2
OCOTILLO
24
..........
........ 36 PLANT ZONES
................................................
....................................................................
..........................................................
.................
............... .......
.............................. ..........
..........
..........
STORAGE/SERVICE L* ZONE-S4
............ ..... ...... NOTE:
------ ---- CL
............... ..........
---------- ... .................. ... . . ......... ..........
....................I................. ..............
.......... ........... .............. ....... ...... 1. PLANT SYMBOLS REPRESENT SPECIMEN U
............. .......
.............: ...........:� ...............
......... .......... .......
.. ............ .. ....... ...... MATERIAL ADDITIONAL CONTAINERIZED... ..............................................
FACILITY z4"
......................... ............... ................ ...................... .............. .... ....... ....... .. ... ..... MATERIAL,AS INDICATED ON SHEET L2.1,
............. ................................. ...... ... ..... ....
---------------- ------------- - U
.... ...... ...... ... .... .....
.......... ..........
.......... ... ... .....
....................... ............................... ..... SHALL BE FIELD LOCATED.
-41..................................
..................................... .......... ... . .... ..... 2. HATCH PATTERN INDICATES AREA OF
................
...................
...................... NATIVE REVEGETATION FROM
40
.........................
......................... ....... U
.................... .... . ........
............
...........
.... ........... CONTAINERIZED PLANT MATERIAL. REFER TO
.......................
........ .....
... .......
.0106fow low .... .. SHEET L2.1 FOR INFORMATION REGARDING
PLANT MATERIAL TYPE, QUANTITY PER ZONE
.............
AND SIZE.
**........ ................ ..............
...................
. ......................
................ ............... ..... ......
..... .... .......
.... ..... ...... ...
.. .............
... ........ ....... .... . ....
................
.................. .... .......
.................
................. .
................. .... ...... .... ...
................ ..
............... ...
................ .. .... .. ....
............... . . .. ...... . ....... . .... ..
... ... . ...
.............. .. ... ... ...
.. ...... ... ...
......... ...
. ....... ...... ........ ... ..
......... .. .... ........ ........
..... ......... ...
NOTE:
................... ......... .....
------ .............. PER C.V.W.D., THE CONTRACTOR SHALL
...... ......
... ............... ....... ... .... .....
..... ........ . .... ......... ...
........ ...
. ..... ---------- .... ... ... ........ . ... .... ......... NOT INSTALL ANY PLANT MATERIAL
. .... ........ ...
..... .. ... .......
....... .....
........ ... ... .........
.. ....... WITHIN 1 0'-O!' OF THE EDGE OF THE
.......... .... ..... .. .........
FLOOD CONTROL CANAL..... .. .........
................ ...... ............
7
..................... .... ....
...... ........ ..... .......
... ..............
.................
... .............. ......
............
... ... .... .........
........... 0 20 40 60
N
LO ...N&S6
r
.............
Scale: I" 20'-U'
ZONE Li
... . ......
.......... revisions:
KEYMAP (SEE SHEEr L1.1 FOR SITE PLAN/SHEET LAYOUT)
...... ......
N.T.S.
8
..............
........ . ...
.... ........
LU
......... wave .......... project#:
41 ......
LRC007
............ ..........
.... ............ ... .....
LU
..... ..... ... ..............
............ ..... ... ..... ....
........... ...........
...... .... scale:
. ...... ...
.......... ......... .... .. ....... ....... ...
......L,.... . ::........ -PerP]an
......... ... ......
J#'
THIS
.................... .... .. ............ .................
.......................... . ... .. .. ................. ........
. .....................
..... .........
4i,'
Issued for
W ................ ...........
.... ..............
............. .... . .
drawn by:
ZON
LLA
..................... ..... ........ ......
............ TeamJ
...........
E-L2 SHEETRECE1Yr5QVWD Review
. ..............
.... ........
................ ......
Jate:................................ ....... ....
............
.1....I.......... ......
.................
....... ........ *........ -APPROVED- 07/23/06
...... .. ..... ............ ........
............. ...... An ded in Retn ENT
...........
drawing
36r .............. PUBLIC
Plan
�6 WORKS DEPARTM
............
.............
........ ......N . CITY OF P
. .....I .. . 4 - CVWIJ SIGNATURE BLOCK ALM IlEsEPTanting Plan
.................
....... Reviewed W.
..... Lan e
.... ............ ................
.... ............... .................. . . ..... .......... ..
...............
.. ..... Date
.............. ...
... ......... ... .......;
........... ...... These plans have been reviewed*by the Coachella Valley Water District in
J... ........ ... .. .............. ...................
............................ .....................................
. .. .............................i........................................................
........ ............ ................................. ............... DESERT accordance with Water Code Tittle 7,Division 1,Chapter 3,Article 10.3,
................I.................................. CITY of et seq.requiring efficient landscape and irrigation design in
......................................................... Section 6559
..... Pupuc WORKS DEPT. sheet
..................... cooperation with the local governing agency(City or County).
...........
...... ........
*A
1 pproval of this drawing by CVWD Staff does not constitute approval to
encroach into district and USBR Rights-of-Way.Trees,plants,walls and
lit aw permanent structures of any kfnd may not be planted or installed in CVWD L34, 2
-IM-no J111 N�TRUCTION and USBR easements or right-ot-way without first obtaining an
OEIT OF 0
LIM encroachment permit from CVWD.
7 of 27 ',
Date:
Water Management Supervisor
PqDevelopment Service Supervisor CopyW(D 2DO3 by
Greey I Pickett Professiond Corp.
�� U U
BH �� (REFER TO PLANTING SHEET LV
PLANT MATRIX. L E PLANT Z N
E
Native Palette FOR PLANT ZONE LOCATIONS)
c N
u
0
ZOOKti ^ N CO) RT N %o ap
ST�r^'�
V N Itt� A tL O o U U U U U U U U Total
T 1G 1 L 0.321 Ac. 0.118 Ac. 0.119 Ac. 0.082 Ac. 0.118 Ac. 0.187 Ac. 0.375 Ac. 0.050 Ac. 1.370 AC. '-
Botanical Name Common Name 13,971 0. 5,128 s.f. f75,191 s.f. 3.589 s.f. 5,153 s.f. 8,134 s.f. 16,346 s.f, 2,164 11 59,676 sl.
Water
usage Trees(FIELD LOCATED)NOT APPLICABLE Size Plant Quantities Remarks .]r 'G.. y � Q
NOTE: �.J
L Cercidium floddum Blue Pale Verde per plan 100 10,000 2 1 1 1 1 1 2 1 10 From Salvage or as noted per plans _ o `o
1. PLANT SYMBOLS t
REPRESENT SPECIMEN L Cercidium microphyllum Foothills Palo Verde per plan 100 10,000 2 1 1 1 1 1 2 1 10 From Salvage or as noted per plans N 00
M Chilopsis linearis Desert Willow per plan 100 10,000 2 1 1 1 1 1 2 1 10 As per min.mitigation requirements <s
MATERIAL. ADDITIONAL L olneya tesota Ironwood - '^^ '^^^^ ' ' ' ^ ,� ______._�___ 4) r °
CONTAINERIZED M Prosopis alba"Colorado" Colorado Mesquite �° O
4.
0
O
MATERIAL, AS G M Prosopis glandulosa Honey Mesquite (TREES INSTALLED PER PLANTING Sw
INDICATED ON SHEET M Prosopis pubescens Screw bean Mesquite 0> a NO
L3.0 SHALL BE FIELD 0
M Prosopis velutina Native Mesquite per plan 100 1 10,000 2 1 1 1 1 1 1 2 1 1 10 From Salvage or as noted per plans 00
LOCATED. ;11:4 h
U
H Washingtonia fllifera Califomia Fan Palm 15 gal 100 10,000 2 1 1 1 1 1 2 1 10 �
H Washingtonia filifera Califomia Fan Palm 20'min 100 10,000 2 1 1 1 1 1 2 1 10
4�
NOTE' Total number of plants per zone 20 10 10 10 10 10 20 10 y
2. HATCH PATTERN Average on center spacing per zone In feet 26 23 23 19 23 29 29 15
INDICATES AREA OF
NATIVE REVEGETATION
FROM CONTAINERIZED Large Shrubs Size Plant Quantities Remarks
PLANT MATERIAL. ;; L Acacia greggii Cat's Claw Acacia 5 gal 90 8,100 2 1 1 1 1 2 3 1 12 From Salvage or as noted per plans
L Calliandra californica Red Fairy Duster 5 gal 75 5,625 3 1 1 1 1 2 3 1 13 � n,
,,, L Celtis pallida Desert Hackberry 15 gal 80 6,400 3 1 1 1 1 2 3 1 13 Q
:. L Cordia boissied Texas Olive 15 gal 90 8,100 2 1 1 1 1 2 3 1 12 00
;.;; L Dalea(Psorothamnus)spinosa Smoke Tree 15 gal 90 8,100 2 1 1 1 1 2 3 1 12 e , ; •
L Dalea(Psorothamnus)spinoso Smoke Tree 24'box 90 8,100 5 2 2 1 2 2 4 1 19
CD
•;•; L Hypfis emoryii Desert Lavender 15 gal 90 8,100 2 1 1 1 1 2 3 1 12 I
® L Hyptis emoryii Desert Lavender 2N'box 90 8,100 4 2 1 2 1 2 3 1 16
•; L Justicia califomica Chuparosa 5 gal 75 5,625 3 1 1 1 1 2 3 1 13
;•;;• L Larrea tridentata Creosote Bush 15 gal 65 4,225 4 2 2 1 2 2 4 1 18 From Salvage or as noted per plans
L Larrea tridentota Creosote Bush 24"box 65 4,225 9 5 4 1 2 2 9 1 33 From Salvage or as noted per plans
M Muhlenbergia lindheimeri Autumn Glow'Deer Grass 5 gal 105 11,025 2 1 1 1 1 1 2 1 10
M Rhus ovata Sugar-Bush 5 gal 90 8,100 2 1 1 1 1 2 3 1 1.2
M Salvia cievlandii Chaperrai Sage 5 gal 80 1 6,400 3 1 1 1 1 2 3 1 13
L Simmondsia chinensis Jojoba 5 gal 70 4,900 3 2 2 1 2 2 4 1 17
,,, 6L Simmondsia chinensis Jojoba 15 gal 70 4,900 7 4 5 1 2 3 1 10 2 34
M Tecoma stans'oran a jubilee' Tecomo SP.'Oran a Jubilee 5 gal 85 7,225 2 1 1 1 1 2 3 1 i 1 12 LL z
0
Medium Shrubs Size Plant Quantities Remarks
L Anisacanthus thurberi Desert Honeysuckle 5 gal 75 5,625 3 1 1 1 1 2 3 1 13 r ,
M Bebbie juncea Sweet Bush 1 gal 75 5,625 3 1 1 1 1 2 3 1 13 `J
L Buddleja(buddleja)marrubifokia Wooly Butterfly Bush 5 gal 65 4,225 4 2 2 1 2 2 4 1 18 �
L Cordia parvifolia Little Leaf Cordia 5 gal 65 4,225 4 2 2 1 2 1 2 4 1 18
M Delea frutescens'sierra Negro' Dalea'Cerro Negra' 5 gal 55 1 3,025 5 2 2 1 2 2 3 6 1 23 ^V)^,
L Encilia farinosa Brittlebush 1 gal 60 3,600 4 2 2 1 2 3 5 1 20 W
M Erigerron divergens Fleabane 1 gal 75 5,625 3 1 1 1 1 2 3 1 13
... L Hymenoclea salsola Cheese bush 1 gal 75 5,625 3 1 1 1 1 2 3 1 13
L Leucophykkym laevigatum Chihuahuan Sage 5 gal 65 4,225 4 2 2 1 2 2 4 1 18
M Lotus rigidus Desert Rock Pea 1 gal 60 3,600 4 2 2 1 2 3 5 1 20 a3 /��
M Muhlenbergia rigens Deer Grass 5 gal 60 3,600 4 2 2 1 2 3 5 1 20 �"-
M Tagetes iemonii I Mt.Lemon Marigold 1 gal 65 4,225 4 2 2 1 1 2 2 1 4 1 18 Q
;• L vi uiera deltiodea Golden eye 1 gal 70 4,900 3 2 1 2 1 2 2 4 1 17 -^�^ o
C j --
Small Shrubs Size Plant Quantities Remarks U
V
L Ambrosia deltoidea Triangle Leaf Bur-Sage 1 gal 30 900 16 6 6 4 6 10 19 1 3 70
L Calliandra eriophylla Pink Fairy Duster 5 gal 40 1,600 9 4 4 3 4 6 11 2 43
. L Ericameria Iadcifolia Turpentine Bush 1 gal 40 1,600 9 4 4 3 4 6 11 2 43
M Salvia leucantha Mexican Bush Sage 1 gal 60 3,600 4 2 2 1 2 3 5 1 20
Sphaerakcia ambi ua Globemailow 1 gal 1 35 1 1,225 12 5 5 1 3 1 5 1 7 1 14 2 41
Total number of plants per zone 1 156 1 71 1 70 1 46 1 65 1 96 1 179 1 41 1 724
Average on center spacing per zone In feet 1 9 1 8 1 9 1 9 9 9 1 10 7
Accents Size Plant Quantities Remarks to
L Asclepias subulata Desert Milkweed 5 gal 55 3,025 5 2 2 2 2 3 6 1 23 r.
'',' L Baileya mutiradiata Desert Marigold 1 gal 30 900 16 6 6 4 6 10 19 3 70 K
L Ephedro aspera Mormon Tea 5 gal 65 4,225 4 2 2 1 2 2 4 1 18 s
.....
M Penstemon eatonii Firecracker Penstemon 1 gal 95 9,025 2 1 1 1 11 1 2 1 10
M Penstemon palmed Palmer's Penstemon 1 gal 95 9,025 2 1 1 1 1 1 2 1 10
M Penstemon superbus Superb Penstemon 1 gal 95 9,025 2 1 1 1 1 1 2 1 10 '-
... g M Penstemon thurberi Thurbers Penstemon 1 al 95 91025 2 1 i 1 1 1 2 1 10
L Psikostrophe copped Paper Flower 1 gal 40 1,600 9 4 4 3 4 6 11 2 1 34 {
M Zinnia grandiflora Prairie Zinnia 1 gal 45 2,025 7 3 3 2 3 5 9 2 34
Total number of plants per zone 491 21 1 21 1 16 1 21 1 30 1 57 1 13 179
Average on center spacing per zone In feet 1 17 1 16 1 16 1 15 1 16 1 16 1 17 1 13
Groundcover Size Plant Quantities Remarks ' PR \/ D ■
... M Dalea capitata'Sierra Gold' Dalea'Sierra Gold' 5 gal 40 1,600 9 4 4 3 4 6 11 2 43 1-aandsca l�a Re revisions:
-Fit Plan
Amended
M Oenothera beriandieri Mex.Evening Primrose 1 gal 30 900 16 6 6 4 6 10 19 3 70 Q
• L Oenothera caespitosa Tufted Morning Glory 1 gal 35 1,225 12 5 5 3 5 7 14 2 53 Reviewed BY'•
M Verbena gooddingil I Gooddin 's Verbena 1 gal 30 900 16 1 6 6 4 1 6 1 10 1 19 3 170 Land Cape mgr.
Date O
Total number of plants per zone 1 53 1 21 1 21 1 14 1 21 1 33 1 63 1 10 1 236 CITY Of F, DESERT
Average on center spacingper zone in feet 16 16 16 16 16 16 16 15 PUBLIC VVORKB DEPT. LRC007
scale:
..'' Cactus/Succulents Size Plant Quantities Remarks
EC:E N :o.L) N/A
L Agave desertii Desert Agave 5 gal 65 4,225 4 2 2 1 2 2 4 1 is issued for.
C
L Agave parryii Parry's Agave 5 gal 75 5,625 3 1 1 1 1 2 3 1 13 1st ITY REVIEW
L Aloe variegata Varigated Aloe 1 gal 80 6,400 3 1 1 1 1 2 3 1 13 drawn by:
L Daisylirion wheeled Desert Spoon,Sotol 5 gal 80 6,400 3 1 1 1 1 2 3 1 13 TEAM
PUBLIC'NOFKS DEPA, N( , date:
.; L Ferocactus acanthodes Barrell Cactus bare root 80 6,400 3 1 1 1 1 1 2 3 1 13 CITY OF PALM DESER 1' 04112106
L Fouquieria spiendens Ocotillo(Bare Root) B-12 Cane 80 6,400 5 3 3 1 3 4 11 O 30 From Salvage or as noted per plans
drawing:
L Opuntia basilaris Beavertail Cactus 5 gal So 6,400 3 i 1 1 1 2 3 1 13 Un-Scarred CVWD SIGNATURE BLOCK Clubhouse Plant Zones
L Opuntia bigelovii Teddy bear Cholio 5 gal 60 3,600 4 2 2 1 2 3 5 1 20
L Opuntia engekmannii Engelmann's Prickly Pear 5 gal 70 4,900 3 2 2 1 2 2 4 1 17 Un-Scarred
L Opuntio microdasys Bunny Ear Opuntia 5 gal 70 4,900 3 2 1 2 1 2 2 4 1 17 Un-Scarred These plans have been reviewed'by the Coachella Valley Water District in
L Opuntio phaecantha Prickly Pear Cactus 5 gal 100 10,000 2 1 1 1 1 1 2 1 10 Un-Scarred accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3,
L Opuntia ramosissima Pencil Cholla 5 gal 80 6,400 3 1 1 1 1 2 3 1 13 Section 65597 et seq.requiring efficient landscape and irrigation design in sheet#
cooperation with the local governing agency(City or County).
M Pedilanthus macrocarpus Slipper Plant 5 gal 85 7,225 2 1 1 1 1 2 3 1 10
L Stenocerus thurbed Organ-Pipe Cactus 2r box 90 8,100 2 1 1 1 1 2 3 1 10 L.A.to a 'Approval of this drawing by CVWD Staff does not constitute approval to
approve Specimen encroach into district and USBR Rights-of-Way.Trees,plants,walls and
L Yucca Baccato Banana Yucca 15 gal 70 4,900 3 2 2 1 2 2 4 1 17 permanent structures of any kind may not be planted or installed in CVWD L3 * 0
and USBR easements or right-of-way without first obtaining an
Total number of lanti;per zone 46I M 22 15 22 32 58 14 1 231 encroachment permit from CVWD.
4 of 12
Average on center spacing per zone In feet 17 1 15 1 15 15 1 15 16 1 17 12 1 Date:
Water Management Supervisor
Development Service Supervisor copyright Q 20M by
Greey I Pickett Professional Corp.
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♦ :♦"' " r ' Z�ON DEPARTMENT
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drawing:
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.� . . / � CVWD SIGNATURE BLOCK Planting Plan
tr ` •' b :;
6 These plans have been reviewed*by the Coachella Valley Water District in
\ 1 \\ ♦ 11 1 accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.3,
\ \, 36 7ONE—C�3
3GSection 65597 et seq.requiringefficient landscape rnd Irrigation design in
`' � `'\ t �\ • L P 9 9 sheet STREETSCAPE & LAKE " 11 cooperation with the local governing agency(City or County), II
1 640 � *Approval of this drawing by CVWD Staff does not constitute approval to
Q
', EDGE �✓ 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 L3 I
SEE STREETSCAPE & LAKE EDGE and USBR easements orright of-way without first obtaining an
\ ♦• a�a 11 encroachment permit from CVWD.
P
LANDSCAPE PLANS PREPARED BY 5 of 12
GREEY PICKETT. �� Date:
Water Management Supervisor
,
age upery
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Develo ment Service Su ervisor
\
`"T f e .- u \ p p by
c�reey I Pickett Copyright
Profes and Corp.
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