HomeMy WebLinkAboutCircuit City Desert Gateway1 A,
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Locate POC/Backflow
- - - - - - - - - - - - - - - - -
Site 1 1/2" Landscape Meter
with 2" RP Backflow
ins+ y-C:V:W D.
C� 0 IRRIGATION LEGEND
Fu SYM MANUFACTURER DESCRIPTION P.S.I. G.P.M. COMMENTS
® Rain Bird RWS-BCG02-SOCK Deep Watering Device 30 0.50 Install as per Detail 9
® Rain Bird Xeri-Bug PC-10-10321 PFR-FRA24 Emittier Mounted on FRA24 30 10.0 GPH Install as per Detail 8, See Emitter Schedule for Qty.
% Meter/POC As Specified by CVWD - 100 PSI Available, Contractor to Verify Prior to Installation -
» • _ — TBS RP Backflow as Specified by CVWD By CVWD
` ST Ram Bird Series a Valve w/PRS-D Install as per Detail
...:..>�� GB Se 'es Remote Control V � 4
- - _ 4 for Flows less than 5 GPM, Install Rain Bird RBY-150C-LSS Upstream from Valve
» ,•'' '� \ 91 Rain Bird RAIN BIRD XCZ-100-B-COM f Install as per Detail, See Below for Specifications
TF Rain Bird Automatic Flush ValveIx
-
'� ' ® Aqua Conserve ET-24SP-1 Controller, Pedestal Mount Install as per Detail 1
A Conserve ET-32SP-1 Controller Pedestal Mount Install as per Detail 1
qua ,
D-T 2��� a
/ 4 N Red &White Valve Co. 5044F Full Port Brass Ball Valve Install as per Detail 2
Install as per Detail 3
® Rain Bird Rain Bird 33DRC Quick-Coupling Vavle
i \
Pacific Plastics- Lateral Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2" and Larger Install as per Detail 11
\ �6B P - -- Pacific Plastics- Mainline Schedule 40 PVC Pipe 1-1/2"And Smaller, Class 315 2"and Larger Install as per Detail 11
0 � ���� - - - - - -
� _ _ _ _ _ _ Pacific Plastics-Sleeve Schedule 40 PVC Pipe Twice Pipe/Wire Bundle Size Install as per Detail 11
^ Backbone w lass 315 Laterals RB-PFR-FRA24 Riser p
_1' - :; ' ' • .� Drip Circuit-Trees Schedule 40 Bac bo e /C
®� � /j f_ � / / ` Install as er Detail 8
- - _ / Drip Circuit- Palms Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8
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j Drip Zone -Shrubs Schedule 40 Backbone w/Class 315 Laterals, RB-PFR-FRA24 Riser Install as per Detail 8
, EMITTER SCHEDULE STATION NUMBER
S crI one QTY PLANT MATRIAL EMITTER TYPE
p
1 1 Cactus/Low Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/ PFR-FRA24 1.0 GPH 2
,. M=i 2 Moderate Category Shrubs RAIN BIRD XERI-BUG EMITTER XB-10PC-1032/ PFR-FRA24 1.0GPH 6.7 VALVE GPM
�':���` / 17B GPM
vl — _ _ _ _ 2 Trees/Palms RAIN BIRD XERI-BUG EMITTER PC-10-1032/ PFR-FRA24 10.0 GPH VALVE SIZE1"
Ad st Existin Landscap a tO i 1$ t,{�, *EQUIP EACH EMITTER WITH A PC-DIFFUSER 'D-#X' INDICATES DRIP ZONE VALVED
, ; v .r..:.4 v
j -17 � �: ;.a � \ � � D-T INDICATES TREE DRIP VALVE
Accommodate ew Plantin g S v DRIP IRRIGATION LATERAL PIPE SIZING CHART D-P INDICATES PALM DRIP VALVE
.{.a . i
^ � � _ GPMTRACTOPRPEOSIZE VERIFY PRIOR TO INSTALLATION 'B-T' INDICATES TREE BUBBLERS VALVE
4 L I 0 - 5 1/2" CLASS 315 PLASTIC PIPE
5 -9 3/4 CLASS 315 PLASTIC PIPE
�a
9 + 1" CLASS 315 PLASTIC PIPE
NOTE: SEE DETAILS FOR DRIP ZONE LAYOUT AND COMPONENTS NOTE: MAINLINE WILL BE PLACE IN PLANTING AREA.
j \ \ MAINLINE THAT RUNS BETWEEN PLANTER AREAS WILL
• \ t � CONTROLLER PEDESTAL: (1) HIT DW SS IM40 OPT RD-MV-FS200P
BE PLACED IN A SCHEDULE 40 PVC SLEEVE TWICE THE
« \ Contact HIGH TECH IRRIGATION Inc. 760-773-9224
�1:-- INTERIOR DIAMTER OF THE LARGEST MAINLINE PIPE.
-- — — -- 3"
1 IIA�
SCE SEME T LNE
- - ---- --— — — — — — — — — — — — —
Vicinity Map
See Master ite 0�300m
1 .:} ( � �i,,,,Illlllllaiid� s
900ft.
;..
a P arras
Miriam Way
SCE POLE LOCATION
15'CLEARANCE AREA �
s
Dinah Shore Dr. 0
0
MONTEKFmmkEY
r
AVE . 10
Market Place Way \
i
0
IRRIGATION NOTES ° a
VERIFICATION: CHECK VALVES , Site
as
Prior to planting, installer shall test irrigation system and provide check valves at the base of
0
The system is based on a 80p.s.1. and 40 g.p.m. minimum available at the discharge any heads that display low end drainage.These shall be included in the contractors price and
outlet of the meter or other point of connection. The contractor shall verify the same shall be added as directed by the Landscape Architect and provide the owner with a complete
at the award of the contract. The contractor shall notify the Landscape Architect project with no additional cost to the owner.
immediately if the data is significantly different and would adversely affect the operation GUARANTEE
of the system. Such notice shall be in writing and shall occur within 5 days of contract The contractor shall guarantee the irrigation system and all its components for the period of
award for projects anticipated to take two weeks or longer or 72 hours prior to commencement one year after final acceptance by the Landscape Architect. The contractor shall be responsible >�
for projects anticipated to take two weeks or less. for all materials and labor associated with the guarantee, including but not limited to the
SCHEMATIC loss of plant material or damage to structures due to the failure of the irrigation system. x
The system features are shown schematically for graphic clarity: install all piping and - VAR 2 C 2003 1 North X
valves in common trenches (the minimum cover noted in the legend is required for the upper s X
most line)where feasible and inside planting areas. Valves and main lines shall be located
SLEEVING
NT
in planter areas.
The contractor shall be responsible for providing adequately sized sleeving for all irrigation. PUfs!
lighting, and other landscape components. The drawings are intended to be a guide only. Sleeves Ci Y
CODES shall be clearly marked during construction and shall occur under all paved areas and shall _ _S .,. NL X
extend 1' minimum beyond all paving. 't
The irrigation system and all other mechanical, electrical, and structural systems shall be — APPROVED •. I Vn o C,
installed in accordance with all federal, state, and local codes and manufacture specifications Scale: �" " 20 l' ""'"N' tCS
F1N L DSCAPE CKAGE e W �,:��o�::��.I.
recommendations and requirements. Notify the Landscape Architect immediately in writing prior pA -
ELECTRICAL SERVICE `�C rJ f"4r: —+
to signing a contract with the owner of any conflicts. Conflicts noted after signing or after Bl'
sal responsibility of the contractor. All exposed 110V wires shall be placed in rigid metal conduit and hard wired directly to 110V LANUSCAP I ;;?.S.F 0- t �
the commencement of work shall be thee p y EMANgt 0 10 20 40 FT.
service. All exposed low voltage wire for irrigation and lighting shall also be placed in ; '.0 L'
rigid metal conduit.
hw� CVWD SIGNATURE BLOCK AREA �
HEAD ALLOWANCE
These plans have been reviewed by the Coachella Valley Water District in
The contractor is required to provide the owner with a complete project. He/she shall install any c�•~�� -""' ``" ""'�'`` '` '"' n � `
C._` _ accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,
additional heads, nozzle changes, valves, irrigation lines,wire, etc. as necessary to accommodate - L�
any necessary field changes. The contractor shall make all needed changes as directed by the / Section 65597 seq.requiring efficient landscape and irrigation design in
cooperation withh the local governing agency(City or County).
NOTE: NO TREE PLANTING WITHIN C.V.W.D.
Landscape Architect and provide the owner with a complete project at no additional cost to the *Approval of this drawing by CVWD staff does not constitute approval to ir
(1)owner.The contractor is to also notify the Landscape Architect should any major changes are EASEMENTS O R RIGHT O F WAYS oo�' a 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
neccessary in the field prior to installation. and USBR easements or right-of--way without first obtaining an
encroachment permit from CVWD, j
NO CONFLICTING UNDERGROUND OR
OVERHEAD UTITIES WITHIN PROJECT AREA. DATE WATER MANAGEMENT SUPERVISOR
CVWD PLAN
DEVELOPMENT SERVICES SUPERVISOR
ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING No.
Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 01.2-8.08 SITE PLA4 CHANGES �o sCgPF I
COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING ��� cur ley NoR.y LOCATION: N0. 155 Rc CIRCUIT CITY 1.1.0
.FORErSAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL.BE MADE TO APPLY CONTINUOUSLY AND NOT BE �y '� ��
Go Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRucnoN CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD ��'o ������ 2.5 BRONZE DISK STAMPED LS 4146 BM
vP cn DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED. W CONNECTION WITH THE PERFORMANCE OF w Development Resource Consultants, Inc. 19$7 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASEII
1 —8 O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL -'"
Civil Engineering . Land Surveying . Land Planning GERALD FORD DR. AT THE EAST B.C.R.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A / 800 S. ROCHESTER AVENUE, SUITE 4c _ EAST ON MONTEREY AVE. 2.0' E'LY OF tNlDR Irri atl�n Plan
2 2 7—.2 6 0 0 SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN * F,', ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y AND A S S O C I A T E S, I N C
ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECA MNSRY MEASURES TO PROTECT THE UTILITIES SHOWN, L. A N D 5 C A ,- E ARCH , T E C T 5 B.C.R.
AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12 1-0 776 EAST GREEN STREET,SuiTE 240,PASADENA,CALIFORNIA 91 101 CHECKED BY: ® NORTH EAST CORNER OF
TWO WORKING DAYS UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH sr �`P TEL,6264 NM l e2 MONTEREY AVENUE AND 35th STREET
BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND qTF OF CAL CA 3583 AZ 30100 UT 377204 NM 31 2 NV 576 CLARB 319 ELEV.: 316.435 (NGVD29)
RC W.O. U01-230 FOR: XX F.B. XX
COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING
Ir
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Adjust Existi nLandscape to CITY 2
Accommodate ew Plantings I • r
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4 �Y --- ------ ----
Hepa I -- --�- 1-
10 J ---- --- ----- !
g LanNG Ih - 1'
LanNG Hepa CerciP
Trees and Palms
• " '; 3 Symbol Scientific Name Common Name Code Name Planting Size Mature Size CPD Character**
Water Use
;L 40 .� - -- ':' LanNG
' A, Acacia step p y a Shoestring Acacia Acst 24"-Box 25' 30'x 15' 20' Single run Branch24"
..A o h II n AOD 0 n le
{ .35
Acst Parkinsonia praecox'AZT' Palo Brea CerciP 24"-Box 20'-25'x 25'-30' LOW 0.2 Single Trunk/Low Branch
I I �
'AZT' Denotes Arid Zone Trees Variety: Mesa,Arizona:480-987-9094
- ** g
SCE SEM b tY�
- ---� I I ranching height indicates maximum clearance from grade
Shrubs, Cacti
+ O Symbol Scientific Name Common Name Code Name Planting Size CPD Plant Spacing
+ f. + .. / \ ■ + r. Water Use
+ Ster {-
� �• O Acacia redolens'Desert Carpet' Prostrate Acacia Acre 5-Gal LOW 0.2 12'O.C.
3N + P s ------ � Dalea greggii Trailing Indigo DaIGr 5-Gal LOW 0.2 6'O.C.
� l
Hesperaloe parviflora Red Yucca Hepa 1-Gal LOW 0.2 4'O.C.
_ Lantana'New Gold' Lantana LanNG 5-Gal MOD 0.5 4'O.C.
SCE POLE LOCATION o Rosmarinus officinalis'Prostratus' Dwarf rosemary Roll 1-Gal LOW 0.2 Y O.C.
15' CLEARANCE AREA
Groundcovers
Symbol Scientific Name Common Name Code Name Planting Size Water Use
K" EY AVE ■ Southwest Boulder&Stone- Sangria Fines Decomposed Granite-2"Layer After Compaction
MONTEwl
All Planting Areas Unless Otherwise Noted
Southwest Boulder&Stone-Chamois Beige 3%5" Diameter Crushed Rock-Full Layer
Southwest Boulder&Stone -Cresta Landscape Boulder Boul See Plan, 4'-8'0
GENERAL PLANTING NOTES PERCOLATION TEST
Landscape Calculations: IRRIGATION STATEMENT
Approximate Site Area:821,966 sgft. The irrigation system shall use both drip irrigation and fixed flow bubblers for applying
1. Installer shall be responsible for making himself familiar with all underground utilities, pipes and structures. 14. Remove stakes and trellis from vines and espaliers and secure to walls, fences and posts as per detail The landscape installer shall dig (as test areas) four (4) plant pits of 24" box size, or larger, at four (4) locations Total Landscape Area: 146,840 sqft water to proposed landscape areas. Complete irrigation plans will be submitted with
I Total Shrub Area: 134 299 sgft construction documents.
Installer shall take sole responsibility for any cost incurred due to damage of said utilities. minimum within the job site. Pits are to be filled with water. The results of this test shall be reported to the The system shall utilize a moisture and wind sensing and ET calculating controller.
15. In all cases "Root Bound" trees will not be accepted. landscape architect and owner 48 hours after initiating. test pits shall be in actual location of trees as shown on the See note on Sheet L-2.1 to verify controller
2. Installer shall not willfully proceed with construction as designed when it is obvious that unknown obstructions plan. Failure to carry out this test shall make the landscape installer liable for any and all trees that die due to poor
and/or grade differences exist that may not have been known during design. 16. All Washingtonia Palms shall be skinned except Washingtonia filifera to the green fronds above and shall be water percolation beyond the agreed guarantee period.
mat rials. as per the brown trunk height (BT) as indicated on the planting plan and legend.
3. Ail plant material shall be approved prior to installation. OPTION 1
17. All Phoenix Palms shall be "Pineapple Cut" skinned and shall be as per the brown trunk height I as Should the water drain out of the test pits at a normal rate indicating good percolation then tree detail "A" and shrub
4. Final location of all plant material shall be subject to the approval of the Construction Manager. indicated on the planting plan and legend and matched to be of equal height in each area of use. planting detail "A" shall be utilized. X
North x
5. See details for stakingmethod and plant It dimensions. 18. Brown Trunk Height "BT" shall mean as measured from the round line to the base of the heart leaf. X
p p� 9 9 OPTION 2 ,
In the event any amount of water is left standing in the test pit (per the above procedure) 24 hours after initiating � �•,
6. If conflicts arise between size of areas and plans, Installer to contact Construction Manager for resolution. 19. All Palms must be certified by a licensed Plant Pathologist for "Verticylium Wilt" and "Black Diamond" disease. the percolation test then the vertical mulching details for tree detail "B" and shrub detail "B" shall apply to all trees �
Failure to make such conflicts known to the Construction Manager will result in Installer's liability to relocate the Written documentation must be provided prior to planting. and shrubs regardless of size. These details shall supersede all other planting details however the tree staking X
requirements of tree planting detail "A" shall remain intact in either case, as will the "Agriform Tablets."
20. No trees are to be planted within or above site storm drain pipes, swales or retention basins. Scale: T 20'
7. All ground covers to be held back 36" from edge of curb. ���}�� :'"'
21. Final tree staking to be determined based on tree trunk structure. Related detail for bidding purpose only. DECOMPOSED GRANITE NOTES : E
8. Ground covers shall be informal spacing. 0 10 20 40 FT.
22. The following shall be submitted to the Landscape Architect for review and approval of all plant material, LAYER OF 'SANGRIA FINES' DECOMPOSED GRANITE TO BE COMPACTED :
9. Trees shall be located minimum 5' from walls, overhead, walks, headers and other trees within the project,
decomposed granite, and cobble/stone prior to installation: TO A 2" DEPTH W/ STABILIZER CONTINUOUS IN ALL PLANTERS UNDER CVWD SIGNATURE BLOCK AREA V)
BM c up���} 1. Photo of all materials (including trunk structure of trees) noting nursery location. DECOMPOSED GRANITE D.G. - INSTALL MIN. These plans have been reviewed by the Coachella Valley Water District in
prlTe3�'1�1T'1@'rVV'ISe shown. ( ) (MIN.)
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,
2. A review of all trees and shrubs shall take place prior to delivery from the nursery. ALL TREES AND SHRUBS AS INDICATED. AVAILABLE THROUGH �(���� tU
10. All planting areas to be top dressed with a layer of D.G. 3. A review of all lant material on-site and prior to installation Section 65597 et seq.requiring efficient landscape and irrigation design in
p p SOUTHWEST BOULDER & STONE (760)751-3333. BEFORE / cooperation with the local governing agency(City or County). •>
4. Provide samples and sources of all D.G. and cobble material PLACING GRANITE, COMPACT SUB-GRADE TO 85%. AFTER NOTE: NO TREE PLANTING WITHIN C.V.W.D. *Approval of this drawing by CVWD staff does not constituteapproval to Q) 11
11. Separate all ground cover and shrub areas from lawn areas with headers as per the installation details. 5. The Landscape Architect reserves the right to reject and material at any time prior to the end of the end of the PLACING GRANITE: RAKE SMOOTH, WET TO ENTIRE DEPTH, EASEMENTS OR RIGHT OF WAYS OO� Q� encroach into district and USBR Rights-of-Way. Trees,plants,walls,and (r
permanent structures of any kind may not be planted or installed in CVWD
maintenance period. ALLOW TO DRY, THEN LIGHTLY SCARIFY SURFACE WITH A LEAF RAKE. and USBR easements orright-of-way without first obtaining an
12. No root barriers. ,� encroachment permit from CVWD.
KEEP TOP OF GRANITE 1 BELOW ADJACENT WALKS AND CURBS.
13. All slopes greater than 3:1 in shrub areas shall be covered jute mesh to prevent soil erosion during plant DO NOT ALLOW GRANITE TO TOUCH THE TRUNK OF ANY NO CONFLICTING UNDERGROUND OR
PLANT. INSTALL AFTER INSTALLATION OF PLANT MATERIAL
MAKING NOTE OF PLANT HEIGHT SO THEY ARE NOT BURIED BY D.G.. OVERHEAD UTITIES WITHIN PROJECT AREA. DATE WATER MANAGEMENT SUPERVISOR
CVWD PLAN#
DEVELOPMENT SERVICES SUPERVISOR
ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING No.
Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 01.2-8.08 SITE PLA4 CHANGES o �P"DS�A F � CIRCUIT COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRWTIONOF THE PROJECT, INCLUDING ��, � Aar Rc y j LOCATION: N0. 155 R� VIRVUIT CITY L2,0
e�FORE YpG Call: TOLL FREE SAO OF ALL PERSONS AND PROPERTY, THAT THIS REQUITEMENT SHAH.BE MADE TO APPLY CONTINUOUSLY AND NOT BE 2.5 BRONZE DISK STAMPED LS 4146 BM
F
LIMITED TO WORKING HOURS,AND CONSRUCTWN CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD m
e. DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIAB1LrrY, REAL OF ALLEGED. PI CONNECTION Ill THE PERFORMANCE OF a� �' � Development Resource Consultants Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY:
1 -800 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. " . Civil Engineering . Land Surveying . Land Ptunntng GERALD FORD DR. AT THE EAST B.C.R. DESERT GATEWAY PHASE II
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A D.R800 S. ROeering R AVENUE, SUITE 4C ' ' ■ ■
2 2 2 6 0 O SEARCH OF AVAILABLE RECORDS. TD THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILTIES EXCEPT THOSE SHOWN10_1� ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U R L E Y AND A S S 0 C I A T E S, I N C EAST ON MONTEREY AVE. 2.0 E LY OF ML Irrigation Plan
ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, L A N D s C A P e A R C H I T e C T 5 B.C.R.
AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31-09 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 CHECKED BY: ® NORTH EAST CORNER OF
TWO WORKING DAYS UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH srgr a`P TEL•626.683.8182 MONTEREY AVENUE AND 35th STREET
BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND F OF �gL1F� CA 35e3 Az 30100 UT 377204 NM 312 NV 57B CLARB 3I9 ELEV.: 316.435 (NGVD29)
COMPLETE RLSIMBIL11Y FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX
f
2"IN SHRUB/GROUNDCOVER AREAS\
INDEPENDENT STATION COMPUTER FLUSH IN TURF AREAS
SEE LEGEND FOR CONTROLLER SPEC. 6"ROUND PLASTIC VALVE BOX
OUTDOOR WALL MOUNT W/COVER MARKED'FLUSH VALVE'
TAN IN COLOR. REFER TO PLANS
AND SPECIFICATIONS FOR APPROVED
MANUFACTURERS -----DIFFUSER BUG CAP
PC—DIFFUSER AS NEEDED
RAIN BIRD
3/4"BALL VALVE XBV-075
TEFLON TAPE ALL FITTINGS 4"
FINAL GRADE
6"MIN. I.D. PLASTIC PIPE EXTENSION POLYFLEX RISER 'CINCH TIE'#32 INSTALLATION
CrF LENGTH AS REQUIRED RAIN BIRD PFR/FRA24 (SINGLE TRUNK)
16" REQUIRED
CONCRETE PAD: 6-INCH
MINIMUM THICKNESS
PR D
12" PVC "T» "CINCH TIE"#32
FINISH GRADE SCHEDULE 315 PVC TREE (DOUBLE
STAKING
d,
DRIP PVC LINE TRUNK INSTALLATION)
i
4 3-INCH PVC SCH 40 CONDUIT,
FITTINGS AND SWEEP ELL DIRECTION OF
�--- CLASS 315 PVC LATERAL PREVAILING
WIRES TO REMOTE CONTROL SEE SIZING CHART WIND LU
VALVES1111#4111111 m
NOTE: COMMON BRICKS w
DRIP IRRIGATION M (MIN.2 REQUIRED) STAKES o
WITH GLUED FITINGS MINIMUM 1 CUBIC SEE TREE PLANTING DETAIL 1-INCH PVC SCH 40 CONDUIT, NOTE: FOR STAKES
FITTINGS AND SWEEP ELL TO ALL VALVE BOXES TO BE INSTALLED IN FOOT GRAVEL
POWER SUPPLY GROUND COVER AREAS; REFER TO PLAN
FINISH GRADE
FOR LOCATIONS ALL LIDS TO BE TAN IN DG AREAS
1 PEDESTAL MOUNT CONTROLLER NOT TO SCALE 5 DRIP FLUSH VALVE (AUTOMATIC)NOT TO SCALE 8 DRIP EMITTER w/ RISER D12 TREE STAKING TIE DETAIL NOT TO SCALE
NOTE:
2"IN SHRUB/GROUNDCOVER AREAS\ ALL VALVES TO BE INSTALLED 4-INCH GRATE
FLUSH IN TURF AREAS IN GROUND COVER AREAS 0
WHERE POSSIBLE FINISH GRADE BUBBLER
10"X 10-1/4"ROUND PLASTIC VALVE BOX 2"IN GROUND COVER AREAS FLUSH IN TURF AREAS FINISH GRADE TEMPORARY WATER BASIN � ^' PLANT CROWN OF ROOTBALL
W/COVER MARKED'IRRIGATION GATE' FLUSH WITH FINISH GRADE
REFER TO PLANS AND SPECIFICATIONS SCHEDULE 40 PVC mot,` ;� `�w W '�
FOR APPROVED MANUFACTURERS NON-PRESSURE LATERAL LINE w v tom.+ 2"MULCH
PVC SCH$0 NIPPLE(LENGTH AS REQUIRED AGRIFORM PLANTING
i / / / TABLETS OR EQUAL.
CU
LINE-SIZE BALL VALVE
REFER TO PLAN AND SPECIFICATIONS 9-1/2"X 16"X 11"PLASTIC VALVE BOX MARKED'RCV'AND SPACED EQUALLY
FOR TYPE AND APPROVED STATION NUMBER ON COVER;REFER TO PLANS&SPECS j\j\\j \j\\j` AROUND ROOTBALL u- oD
MANUFACTURERS FOR MANUFACTURERS �\jv \�\j/ ROOT WATERING SYSTEM: PER MANUFACTURER'S — __—, s J
RAIN BIRD 12"RWS-BCG-SOCK SPECIFICATIONS
6"MIN. I.D. PLASTIC PIPE EXTENSION 'SNAP-TITE'WIRE CONNECTOR KIT OR APPROVED EQUAL; //\\ j// i —1 _ _ I—I w H
\ \ \�\\ (INCLUDES BUBBLER) PREPARED NATIVE SITE LI I I—: I I—I I—�
LENGTH AS REQUIRED PROVIDE MIN. 24"CURL TYPE EXPANSION LOOP �`�/j� \//\/ —� I =I ;. — — �'' —III—III= 0
SOIL FOR PLANTS X
e PEA GRAVEL-FILL TO BOTTOM SPECIFIED PLANTING MIX —
N ` 1/2-INCH PVC SCH 80 NIPPLE FOR ALL OTHERS WATER
BACK FLUSH FILTER CONTROL &TAMP TO REMOVE AIRI—
ZONE KIT: '9 POCKETS AT BOTTOM OF
RAIN BIRD MODEL XCZ SEREIS 1/2-INCH 90-DEGREE ELBOW PIT
UNDISTURBED EARTH
(INCLUDES 100-DV VALVE,
BACK FLUSH FILTER, SWING PIPE, 12-INCH SWING ASSEMBLY
SCHEDULE 40 PVC CHECK VALVE AND d
�—PRESSURE MAINLINE SCH 80 NIPPLES) 2X DIA. OF ROOTBALL
5" MIN. DUCK BILL BOOT, — OR CONTAINER
PRESSURE REGULATOR, — — CONTAINER SIZE&#OF TABLETS:
SCHEDULE 80 PVC COUPLING I FOR 1 GALLON
(2 REQUIRED) PVC SCH 40 TEE OR ELL 2 FOR 5 GALLON
6"SCHEDULE 80 PVC NIPPLE SCHEDULE 40 PVC LATERAL PIPE 4 FOR 15 GALLON
(2 REQUIRED) PRESSURE MAIN LINE FERTILIZER TABLETS SHALL BE'GRO-POWER' 12-8-8,7-GRAM
Trr COMMON BRICKS O 91�V o `�' �� PLANTING TABLETS AS SUPPLIED BY SOUTHERN CALIFORNIA
NOTE: (MIN.2 REQUIRED) p0 oo o o°Op o COMMON BRICK 4-INCH BASKET WEAVE CANISTER ORGANIC FERTILIZER
ALL VALVE BOXES TO BE INSTALLED IN GROUND 1 OF 4 CUT TO 12"MAX. FROM GRADE
COVER AREAS; REFER TO PLAN FOR LOCATIONS. MINIMUM 1 CUBIC 3W WASHED GRAVEL
WATERING BERMS:
FOOT GRAVEL 3-INCH MINUMUM DEPTH
TEFLON TAPE SHALL BE APPLIED TO ALL THREADED DIRECT BURIAL CONTROL 1.5 GALLON OR LARGER 4"HIGH
CONNECTORS AND GROUND WIRES 2.LESS THAN 5 GALLON 2"HIGH
2 BALL VALVE NOT TO SCALE 6 DRIP CONTROL VALVE XCZ SERIES 9 DEEP WATERING BUBBLER NOT TO SCALE 13 SHRUB PLANTING DETAIL "A" NOT TO SCALE
*PLANT CROWN OF TREE FLUSH WITH
LEGEND SECTION VIEW SEE STAKING TIE DETAIL FINISH GRADE.
FINISH GRADE/TOP OF MULCH *PAINT ALL CUTS OVER 1"DIA.
1 DRIP CONTROL ZONE KIT MAINLINE, MAINLINE LATERAL WIRING IN 2"DIA COPPER *STAKE ABOVE FIRST BRANCHES OR
QUICK-COUPLING VALVE REFER TO LEGEND) LATERAL,AND PIPE PIPE CONDUIT NAPHTANATE TREATED SPREAD S NECESSARY FOR FIRM SUPPORT.
2. BACKBONE LATERAL — PVC SCHEDULE 40 WIRING IN THE LODGEPOLE PINE STAKES x
VALVE BOX WITH COVER: 3. MANUAL FLUSH VALVE. SAME TRENCH 12'LONG; PLACE STAKE ON
�— 6-INCH SIZE WINDWARD SIDE MIN.8"
4. DRIP LATERAL — CLASS 315 PVC FROM TRUNK; DO NOT
BRASS NIPPLE / N � N �� �� N \ ALLOW STAKE TO
(LENGTH AS REQUIRED) PENETRATE ROOTBALL
3-INCH MINIMUM DEPTH OF r .� \/�\ �\\�i, / �\/�\
PERFORATED PIPE
3/4-INCH WASHED GRAVEL 4 \ \ /\ /�/ 2-4 O BOTTOM OF PIT
BRASS STREET ELL CAP AT GRADE W/
m 2"MULCH
C-1 in 6"ROUND VALVE BOX
BRICK(1 OF 2) PLAN VIEW TREE ROOTBALL
BRASS NIPPLE 3 4 X WIRE W/O CONDUIT
(LENGTH AS REQUIRED) O TEMPORARY
X WATERING BASIN
X X X SCARIFY SIDES
BRASS STREET ELL FINISH GRADE OF PLANTING PIT
• X JD-
X AGRIFORM PLANTING
FL �--PVC MAINLINE PIPE 40 4Cx) TABLETS SPACED EQUALLY
X AROUND ROOTBALL -�_� I� =III--}}}_; X
- 2 I I—III=III=
0
TIE A 24 INCH LOOP IN
SPEARS TRANSITION FITTING RUN WIRING BENEATH ALL SOLVENT WELD ALL WIRING AT CHANGES PREPARED NATIVE SITE SOIL
WITH SS COLLAR AND BESIDE MAINLINE. PLASTIC PIPING TO OF DIRECTION OF 30° FOR PLANTS
BRASS ELL TAPE AND BUNDLE AT BE SNAKED IN OR GREATER, UNTIE SPECIFIED PLANTING MIX
10 FOOT INTERVALS. TRENCH AS SHOWN AFTER ALL CONNECTIONS FOR ALL OTHERS WATER& 2 X BALL DIA.
TAMP TO REMOVE AIR POCKETS.
HAVE BEEN MADE. CONTAINER SIZE&#OF TABLETS:
2"X2"REDWOOD STAKE
GEAR PUDDLE AND SETTLE AFTER 2 FOR 5 GALLON 7 FOR 42"BOX
W/STAINLESS STEEL
CLAMPS OR SETTING TREE 4 FOR 15 GALLON 8 FOR 48"BOX
EQUIL GE
5 FOR 24"BOX 12 FOR 60"BOX
SUPPORT SYSTEM NOTES: UNDISTURBED EARTH
NOTE: 6 FOR 36 BOX
1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL 1. SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC TWICE THE DIAMETER OF
TO NOMINAL QUICK COUPLING VALVE INLET SIZE. ENLARGED DETAIL THE PIPE OR WIRE BUNDLE WITHIN. FERTILIZER TABLETS SHALL BE'GRO-POWER' 12-8-8,7-GRAM
2. FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. PLANTING TABLETS AS SUPPLIED BY SOUTHERN
2. TEFLON TAPE SHALL BE APPLIED TO ALL THREADED CONNECTORS x CALIFORNIA ORGANIC FERTILIZER
3 QUICK-COUPLING VALVE NOT TO SCALE 0 10 PIPE & WIRE TRENCHING NOT TO SCALE 14 T R E E PLANTING DETAIL "A" NOT TO SCALE
X 2
NOTE: 2"IN GROUND COVER AREAS 3 x
ALL VALVES TO BE INSTALLED FLUSH IN TURF AREAS 4"MIN.CLEARANCE
IN GROUND COVER AREAS SCHEDULE 40 PVC TO QUICK 4 X ° .d . °
WHERE POSSIBLE COUPLER(SEE PLAN)
9-1/2 X 16 X 11 PLASTIC MIN. 18 �/�� �� \� PAVING
VALVE BOX MARKED'RCV'AND MAX.24"
STATION NUMBER ON COVER; 2a-- 2a-- BENEATH PAVING p o DITCH
REFER TO PLANS&SPECS \ x
FOR MANUFACTURERS j/ /
'SNAP-TITE'WIRE CONNECTOR x
KIT OR APPROVED EQUAL; -- 2 SLEEVES x
PROVIDE MIN.24"CURL 2&— 3
JR. TYPE EXPANSION LOOP
DRIP AREA x
SCHEDULE 40 PVC PVC CAP(TYPICAL}
to (LENGTH AS REQUIRED LLEESg � 18"MIN. x
ELECTRIC CONTROL VALVE: * NOTEDS OTHERWISE
REFER TO IRRIGATION 24"1.TO
LEGEND LEGEND FINISH GRADE .E•.,
SCHEDULE 40 PVC MALE 1. SCH 40 PVC LATERAL LINE FROM ELECTRIC CONTROL VALVE PAVING +E
ADAPTER(2 REQUIRED) 2, CLASS 315 PVC (SEE LEGEND FOR SIZES)
3. COMPRESSION TEE FITTING — SIZE AS REQUIRED.
SCHEDULE40PVC 4• DRIP EMITTER ASSEMBLY (SEE DETAILS) j//� / / / / / / / � CVWD SIGNATURE BLOCK AREA
OOp LINE
LATERAL 5. MANUAL FLUSH VALVE (SEE DETAILS) � ��\��\��j��j�������� �j\ 18; MIN. These plans have been reviewed by the Coachella Valley Water District in
6. DISTANCE TO SHRUB/GC CENTER 24 MAX.
v�uo� QOo oo�o� I n r,?tio� accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,
c4 � c�°8o MIN. 1 CU. FT.GRAVEL 7. SHRUB AS PER PLANTING PLAN W ll L5 _
Section 65597 et seq.requiring efficient landscape and irrigation design in
�( on n OoO�p�00r / cooperation with the local governing agency(City or County). •>
��I�11111 PVC CAP(TYPICAL) *Approval of this drawing by CVWD staff does not Constitute approval to CID
DIRECT BURIAL CONTROL NOTE:WHENEVER POSSIBLE PLACE EMITTER UPHILL y encroach into district and USBR Rights-of-Way. Trees,plants,walls,and Q[
AND GROUND WIRES NOTES: �� u ��
FROM PLANT MATERIAL permanent structures of any kind may not be planted or installed in CVWD
1. ALL PVC IRRIGATION SLEEVES TO BE SCH.40 PIPE. and USBR easements or right-of-way without first obtaining an
SCHEDULE 40 PVC PLACE EMITTERS AS SPECIFIED BY 2. ALL JOINTS TO BE SOLVENT WELDED AND WATERTIGHT. encroachment permit from CVWD.
PRESSURE MAIN LINE IRRIGATION LEGEND 3. WHERE THERE IS MORE THAN ONE SLEEVE,
EXTEND THE SMALLER SLEEVE TO 24-INCHES MINIMUM ABOVE FINISH GRADE.
SCHEDULE 40 PVC TEE 4. MECHANICALLY TAMP TO 95%PROCTOR.
DATE WATER MANAGEMENT SUPERVISOR
4 ELECTRIC REMOTE CONTROL VALVE :7) TYPICAL DRIP LAYOUT SYSTEM NOT TOSCALE 11 SLEEVING NOT TOSCALE CVWD PLAN#
DEVELOPMENT SERVICES SUPERVISOR
ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH NO. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: DRAWING NO.
Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOIL AND 01.2-9.08 SITE PLA4 CHANGES o LANDSCgPE CITY OF PALM DESERT
@FORE y COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING a�P� Curf'ey LOCATION: N0. 155 RC
@ O SAFETY OF ALL. PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �`' `�` i o 9, ?
0o Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCIION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD �" m � ¢ 2.5" BRONZE DISK STAMPED LS 4146 BM CIRCUIT CITY L3.0
vp c+ DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL UABIUIY, RFAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF k ` Development Resource Consultants, Inc. w. 2.5" IN TOP OF CURB. NORTH SIDE OF DRAWN BY:
1 —8 O 0 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL DESERT GATEWAY PHASE II
Civil Engineering Land Surveying Land Planning
K,::• THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UITLmEs OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A ,r i DR � , ,• • ,• ` ; GERALD FORD DR. AT THE EAST B.C.R.
/((( SEARCH OF AVAILABLE RECORDS. TO THE 00 OF OUR KNOWLEDGE,THERE ARE NO EXISTING LiTUTIES EXCEPT THOSE SHOWN i s ON S. ROCHESTER AVENUE, SUITE 4C � , ■
2 2 7—2 6 0 0 „� ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N 0 S C U R L E Y AND A S S 0 CIA T E S, I N C EAST ON MONTEREY AVE. 2.0 E LY OF ML Installation Details
ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, � A N o s c A R m A r¢ c H i T � c T s B.C.R.
TWO WORKING DAYS AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. �z-a 9 775 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101
UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH s>q `� a`" TEA...626,683.8182 CHECKED BY: E NORTH EAST CORNER OF
BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND tF F ALNFC� CA 3583 Az 30100 LJT377204 NM 312 NV 578 CLAR8 319 ELEV.: 316.435 (NGVD29) MONTEREY AVENUE AND 35th STREET
COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 1 FOR: XX F.B. XX
LANDSCAPE IRRIGATION
PART 1 - GENERAL
1.01 WORK INCLUDED
A. Requirements of the Landscape General Conditions, and Division One Sections apply to all Work in this Section as fully as 1.06 SUBMITTALS 1.07 GUARANTEE AND REPLACEMENT
- if repeated herein.
A. Material List A. The Contractor shall guarantee the entire system against all defects in materials, equipment and workmanship for one (1)
B. The Work of this Section includes all labor, materials, supplies, equipment, tools, services, and transportation in order to year from the date of final acceptance by the Owner's Representative, without cost to the Owner.
perform all operations in connection with and reasonably incidental to the complete installation of the irrigation system as 1. A complete material list shall be submitted prior to performing any work. The material list shall include the manufacturer,
shown on the drawings and in these Specifications. The work shall include, but not necessarily be limited to, the following: model number, description and quantities of all materials and equipment to be used. B. The guarantee shall be in writing, and a copy shall be in accordance with the following form. A copy shall be included in
the Operations and Maintenance Manual.
1 . Procurement of all applicable licenses and permits, including payment of associated fees. B. Record and As-Built Drawings
2. Ascertainment of utility locations prior to construction. 1. The Contractor shall provide and keep up to date on a daily basis a complete as-built record, re-lined on blueprint, THIS SPACE INTENTIONALLY LEFT BLANK
showing all deviations from plans to actual installation. The drawings shall also show approved substitutions of size,
3. Trenching and excavation, stockpiling or removal of excavated materials, and backfilling with compaction. material and manufacturer's name, model number and catalog number. These drawings shall be available for inspection
at all times. C. Guarantee Form
4. Furnishing and installation of all materials required for a fully automatic irrigation system as shown on the drawings and
described in these Specifications. 2. The Contractor shall dimension the location of the following items from two (2) permanent points of reference, such as GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
building corners, sidewalks, road intersection, etc:
5. Supply and installation of Irrigation sleeves. We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials,
a. Point of connection to existing water lines. equipment and workmanship, and that the work has been completed in accordance with the drawings and specifications;
6. Testing of the system. b. Connection to existing electrical power. ordinary wear and tear and unusual abuse or neglect excepted. We agree to repair or replace any defects in material,
c. Gate valves. equipment or workmanship which may develop during the period of one year from date of final acceptance, and also to repair
7. Replacement of unsatisfactory materials or equipment. d. Routing of sprinkler pressure lines (dimension or replace any damage resulting from repairing or replacing of such defects at no additional cost to the owner. We shall
maximum 100 feet along routing). make such repairs or replacements within a reasonable time, as determined by the Owner, after receipt of written notice. In
8. Cleanup. e. Remote control valves. the event of our failure to make such repairs or replacements within a reasonable time after receipt of written notice from the
f. Routing of control wiring. Owner, we authorize the owner to proceed to have said repairs or replacements made at our expense, and we will pay the
9. Submission of Record Drawings. g. Ends of all pipeline stubs. costs and charges, therefore, on demand.
h. Remote control valve wire splices.
10. Maintenance of Irrigation system. Owner:
3. Before the date of the final inspection, the Contractor shall deliver as-built Record Drawings as required by Section 01720
11. Guarantee of Irrigation system. to the Owner's Representative. Delivery of the as-built drawings will not relieve the Contractor of the responsibility of Project:
furnishing required information that may be omitted from the drawings.
C. Any discrepancies found between the Specifications and the Drawings, or between Drawings, shall be brought to the
immediate attention of the Owner's Representative before installation, purchasing, and/or delivery. The Owner's C. Controller Charts
Representative shall be the sole judge as to the resolution of the contradiction or discrepancy. Signed:
1. As-built drawings shall be approved by the Owner's Representative before controller charts are prepared.
1 .03 RELATED WORK SPECIFIED ELSEWHERE Address:
2. Provide one controller chart for each controller supplied.
A. Earthwork Phone:
B. Protection of Existing Work 3. The chart shall show the area controlled by each remote control valve. A different color shall be used to indicate the area
C. Protection of Existing Trees and Shrubs of coverage for each station. Valve station numbers shall correspond to the Record Drawings. A reproduction of the Date of Acceptance:
Record Drawings shall be used for this purpose.
D. The Contractor shall be responsible for coordinating the work with all other trades. Date of Expiration:
4. Following approval of charts by the Owner's Representative, they shalt be hermetically sealed between two (2) layers of
1.03 VERIFICATION OF EXISTING CONDITIONS ten (10) mil thick plastic sheeting. D. Manufactuere's warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only
A. Verify drawing dimensions with actual field conditions. Inspect related work and adjacent surfaces. Report all conditions
5. Controller charts must be completed and approved prior to final review of irrigation system. supplement the guarantee.
which prevent proper execution of this work to the Owner's Representative prior to beginning work. D. Operation and Maintenance Manual E. All guarantee periods shall commence from the time of final acceptance by the Owner's Representative.
B. Note the location of all existing underground and above-ground features (utility lines, conduits, cables, plant material, etc.), F. Determination of defective materials or workmanship shall be made by the Owner's Representative. Defective materials or
subject to damage in the course of this work. Problems arising from such features Burin or before work begins shall be 1. Provide two (2) individually bound manuals detailing operation and maintenance requirements for irrigation systems. workmanship shall be replaced promptly b the Contractor, with materials as originallys ecified, at no expense to the
g g g g Manuals shall be delivered to the Owners Representative no later than ten (10) days prior to completion of work. p p p p y y p p
called to the attention of the Owner's Representative before commencement of further work. The Contractor shall be Owner.
responsible for the replacement or repair of features damaged through failure to comply with the above procedure at no 2, Provide the following in each manual:
expense to the Owner. 2.01 GENERAL
1.04 RULES AND REGULATIONS a. Index sheet, stating irrigation contractor's name, address, telephone number, and name of person to contact. A. All materials shall be new, without flaws or defects and as specified on Irrigation Plans. All materials shall have a
b. Guarantee statement.
minimum guarantee of one (1) year against material defects or defective workmanship.
Equipment list providing the following for each item:ui manufacturers name, make and model number; name and address of
Eqp
A. The Contractor is obligated to follow all regulations, ordinances, and codes governing the type of work on the job site. Any C. ,
permits that are needed for installation or construction of an work included under this contract, which are required b the local manufacturers representative; spare parts list, product brochures, service and maintenance manuals on all items in
p y q y B. All equipment required but not specified shall be provided by Contractor.
the installation, and detailed operating and maintenance instructions for major equipment.
authorities of jurisdiction, shall be obtained and paid for by the contractor following whatever ordinances, regulation, and d. Manufacturer's warranties and guarantees for all equipment installed.
codes requiring permits. It the authorities of the jurisdiction require inspection at said points of the installation, the C. No substitutions will be accepted without written approval from the Owner's Representative or written approval by City of Palm Desert.
Contractor shall arrange for and be present at any such inspections. E. Tools and Equipment
2.02 PVC IRRIGATION PIPE AND FITTINGS
B. Any additional work or furnishing of materials required due to inspection by the authorities of jurisdiction shall be furnished 1. Furnish the following tools and equipment as a part of this contract:
at no cost to the Owner. A. Pipe shall be solvent-welded Schedule 40 PVC for all below grade mainline and laterals, and solvent-welded Schedule 40
a. Two (2) sets of special tools required for removing, disassembling and adjusting each type of sprinkler and valve supplied on "Brownline" UVR (ultraviolet resistant) PVC for all above grade mainline and laterals.
C. When the construction documents call for materials or construction of a better quality or larger size than required by the this project.
above-mentioned rules and regulations, the provision of the construction documents shall take precedence over the B. Fittings shall be solvent-welded Schedule 40 PVC for all below grade mainline and laterals, and solvent-welded Schedule
requirements of said rules and regulations. b. Two (2) keys for each automatic controller. 40 "Brownline" UVR PVC for all above grade mainline and laterals.
c. Six (6) quick coupler keys and matching hose swivels for each type of quick coupling valve installed.
D. Provide, erect, maintain and later remove temporary safeguards such as barricades, bridges, guard rails, signs, lights and d. Five (5) compression repair couplings for each size of PVC pipe. C. All PVC pipe must bear the following markings: manufacturer's name, nominal pipe size, Schedule or Class, pressure
flares for the protection of personnel, the public, equipment and materials as required by site conditions and state and local e. Twenty (20) control wire connector kits. rating in P.S.I., NSF (National Sanitation Foundation) approval, date of extrusion.
codes and ordinances. f. Five (5) repair couplings for main line pipe of each size.
g. Five (5) elbows, tees, and couplings for each size of PVC pipe. D. All fittings shall bear the manufacturer's name or trademark, material designation, size, applicable I.P.S. Schedule, and
1.05 QUALITY ASSURANCE NSF seal of approval.
2. The above mentioned equipment shall be turned over to the Owner's Representative at the conclusion of the project. Before
A. The Contractor, whether personally or through an authorized and competent representative, shall supervise the work final inspection can occur, evidence must be shown that the Owner's Representative has received this material. E. Solvent cement and primer for PVC pipe and fittings shall be of type and installation methods prescribed by the pipe
constantly. The workmanship of the entire job must, in every way, be first class. F. Provide the Owner's Representative with instructions for major equipment, and show evidence in writing at the conclusion manufacturer.
B. The selection of materials and execution of operations required under these drawings and specifications are subject to of the project that this service has been rendered. F. Below grade sprinkler and swing joint risers and nipples shall be Schedule 80 PVC with molded threads, length as
approval of the Landscape Architect or Owner's Representative. The Landscape Architect or Owner's Representative will required. Cutoff type risers are not permitted. Poly-ethylene 'funny pipe' minimum 1/2" I.D., may be used in place of PVC
have the right to reject material and work which does not conform to the contract documents at any stage of the operation. G. Checklist: to make the transition from lateral lines to sprinkler heads. 'Funny pipe' must have one (1) Marlex Street ell and one (1)
All rejected material shall be promptly removed and corrected by the Contractor as directed at no expense to the Owner. spiral barb fitting at each end.
1. Provide a signed and dated checklist and deliver to the Owner's Representative prior to final review of the work.
C. The sprinkler system has been designed according to the operation characteristics of the specified equipment. Therefore, G. Risers for above grade installation shall be Schedule 80 "Brownline" UVR PVC.
no substitution will be allowed from the equipment specified. If any specified material is not available, the Contractor shall 2. Use the following format:
notify the Landscape Architect or the Owner's Representative and request an approved substitute before proceeding. a. Plumbing permits: if not required, so note. I. Riser nipples for all sprinkler heads shall be the same size as the riser opening in the sprinkler body.
D. The Contractor shall furnish the articles, equipment, materials or processes specified by name in the drawings and b. Material approvals: approved by and date.
specifications. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc., which may c. Pressure line tests: by whom and date.
be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and d. Record drawings: received by and date.
plan accordingly, furnishing such fittings, etc., as may be required to meet such conditions. e. Controller charts: received by and date. 2.03 POLYETHYLENE IRRIGATION PIPE AND FITTINGS
f. Operation and maintenance manuals: received by and date. X
E. Equipment or materials installed or furnished without prior approval of The Owner's Representative may be rejected, and g. Manufacturer's warranties: received by and date. A. Pipe shall be flexible polyethylene. PE2306 SDR15, rated at 100 psi working pressure for below grade laterals as noted IX
the Contractor required to remove such material from the site at his own expense. h. Written guarantee: received by and date. per plan. X
i. Tools and equipment: received by and date.
i B. Fittings shall be Type 1, PVC barb insert fittings designed for use with flexible pipe, stainless steel wormgear clamps X
F. The Contractor shall exercise care in handling, unloading, and storing of PVC pipe and fittings. All PVC pipe shall b e
transported in a vehicle which allows the length of pipe to lie flat, so as not to subject it to undue bending or concentrated (including stainless steel screw) shall be used to join pipe and fittings. X
load at any point. Any section of pipe that has been dented or damaged will be discarded, and, if installed, shall be
C. Fittings shall be insert type in accordance with ASTM D2609 standard, with stainless steel wormgear clamps (including
replaced with new, undamaged piping.
stainless steel screw) to join pipe and fittings. S
G. Special care shall be exercised with the storage of PVC pipe and fittings so that they are not subject to prolonged E
exposure to sunlight.
CVWD SIGNATURE BLOCK AREA U
These plans have been reviewed by the Coachella Valley Water District in
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,
Section 65597 at seq.requiring efficient landscape and irrigation design in ..�
cooperation with the local governing agency(City or County).
"Approval of this drawing by CVWD staff does not constitute approval to
R
050,
encroach into district and USBR Rights-of-Way. Trees,plants,walls,and Cc
W permanent structures of any kind may not be planted or installed in CVWD
and USBR easements or right-of-way without first obtaining an
encroachment permit from CVWD.
DATE WATER MANAGEMENT SUPERVISOR
CVWD PLAN#
DEVELOPMENT SERVICES SUPERVISOR
ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO.
Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 01.28.08 SITE PLA4 CHANGES �o "°S •LOCATION: N0. 155 RC L4 O
COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSIRUCTIONOF THE PROJECT, INCLUDING F,Q` Cur y qQc 3
��9�FOoe O SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE •��� er °. y'� » CIRCUIT CITY
y Ga Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD �"ye �s�� 2.5 BRONZE DISK STAMPED LS 4146 BM
CrP c DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL.OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF ¢ w Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II
1 -g p p WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering • Land Surveying • Land PlanningCCA GERALD FORD DR. AT THE EAST B.C.R.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A ��
800 S. ROCHESTER AVENUE, SUITE 4C �`""
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDt;E,THERE ARE NO EXISTING UITLmEs EXCEPT THOSE SHOWN DR C `` EAST ON MONTEREY AVE. 2.O' E'LY OF ML
\\\\ 2 2 7-2 "O O ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, * ,p„ it ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S CURL E Y AND F S S 0 C I ATE -- I N C /'� SR�5ificationsL. A N � S C A P E A R C H I T E C T S B.Q.I.R.
AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31 776 EAST GREEN STREET,SuITE 240,PASADENA, CALIFORNIA 91 101 CHECKED BY. EAST CORNER OF
TWO WORKING DAYS srgT TEL,626.683.8182 MONTEREY ENUE AND 35th STREET
BEFORE YOU DIG UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH F OF CA0f CA 3883 AZ 30100 UT 377204 NM 31 2 NV s78 CLARB 319 ELEV.: 316.435 (NGVD29) AV
GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REWIRED TO ASSUME SOLE AND
COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX
i
2.04 BRASS PIPE AND FITTINGS C. Any changes from the plan shall be noted on the as-built drawings. Locate all main lines by dimension from two 3.08 ELECTRICAL WIRING AND SERVICE
permanent, above grade points of reference.
A. Brass pipe shall be 85% red brass screwed pipe conforming to Federal Specifications #WW-P-351. A. Electrical connections for automatic controller(s) shall be made using methods as required by local code. Connections
D. Manufacturer's directions and detailed drawings shall be followed in all cases where the manufacturers of equipment used shall be made to electrical points of connections as shown on the drawings or as directed by the Owner's Representative.
B. Fittings shall be red brass conforming to Federal Specifications #WW-P-460. in this contract furnish directions covering points not shown on the drawings or described in the Specifications. Verify exact location in field. The Contractor is responsible for any changes caused by actual site conditions.
2.05 SLEEVES 3.02 PREPARATION B. Unless otherwise indicated on the drawings, 120-volt electrical power supply at the automatic controller location shall be
provided by the Owner. It shall be the responsibility of the Irrigation Contractor to make the final connection from the
A. Piping less than two (2) inch diameter shall be installed in three (3) inch diameter sleeves; piping two (2) or two and one- A. Coordinate installation of sprinkler irrigation materials, including pipe, so there shall be no interference with utilities or other electrical outlet to the automatic controller.
half(2-1/2) inches in diameter shall be installed in four (4) inch diameter sleeve; piping three (3) inch or four (4) inch construction, or difficulty in planting trees, shrubs, vines and ground cover.
diameter shall be installed in six (6) inch diameter sleeves. C. Low voltage control wire shall run in the same trench with pressure supply lines whenever possible and shall be taped to
B. Cause minimum interference with workers, materials or equipment of other trades on the project. the pipe at ten (10) foot intervals. Control wires shall be laid loosely in trench without stress or stretching of control wire
B. Sleeves four (4) inches and smaller shall be Schedule 40 PVC pipe. conductors.
C. Sprinkler irrigation systems shall be connected to water supply point(s) of connection using methods as required by local
C. Sleeves larger than four (4) inches shall be Schedule 80 PVC pipe. code. Connections shall be made at approximate locations as shown on the drawings, or as directed by the Owner's D. An expansion coil shall be provided within three (3) feet of each wire connection, and at each change of direction.
Representative. Verify exact location in field. The Contractor is responsible for any changes caused by actual site Expansion coil shall be of sufficient length at each splice connection and at each remote control valve, so that in case of
D. Extend all sleeves a minimum of twelve (12) inches beyond edges of paving, walls, or other structures. conditions. repair, the valve bonnet may be brought to the surface without disconnection of the control wires.
2.06 BACKFLOW PREVENTION DEVICES E. Field splices between the automatic controller and electrical control valves shall be avoided. Splices shall only be made at
A. Backflow prevention devices shall be of the size and type specified on plans and details and shall be installed as required
3.03 PIPING BELOW GRADE valve locations, and shall be placed in the valve box.
by CVWD. A. Provide for a minimum cover of twenty-four 24 inches for all pressure mainline piping where machine trenching is F. All splices shall be made with Scotch-Loc #3576 connector sealing packs, Rainbird Snap-Tite wire connector, or approved
y ( ) p p p g g equal. Use one splice per connector sealing pack.
B. All piping from point of connection through backflow prevention unit shall be of materials and installation methods as
possible; minimum eighteen (18) inches cover in areas where hand trenching is required.
required by CVWD. B. Provide for a minimum cover of twelve (12) inches for all non-pressure lines. G. Automatic controller shall be installed in accordance with the manufacturer's instructions. Remote control valves shall be
connected to the controller in numerical sequence as shown on the drawings.
2.07 AUTOMATIC CONTROLLERS C. Where lines occur under paved areas, consider the dimensions given in Section 3.03 Paragraphs A and B to be below the
A. Automatic controllers shall be of size and type shown on the plans.
subgrade. 3.09 REMOTE CONTROL VALVES
D. All lines shall have a minimum horizontal clearance of six (6) inches from each other and from lines of other trades. Do A. Install remote control valves as located on the drawings, and as shown on the details. When valves are grouped together,
B. Provide U.L. approved on/off switch inside controller cabinet. not install parallel lines directly over one another. allow at least twelve (12) inches between valve. Install each remote control valve in a separate valve box.
C. Unless noted otherwise on plans, 120 Volt power supply at the automatic controller location shall be provided by Owner. E. Vertical clearance between irrigation lines, and lines of other trades shall be as required by local code. B. Wherever possible, remote control valves are to be located in ground cover areas.
The Contractor shall make the final hook-up from the power supply to the controller.
F. The Contractor shall be responsible for installing concrete thrust blocks where necessary on the mainline and lateral lines 3.11 BACKFLOW ASSEMBLIES
2.08 CONTROL WIRING as required to protect the line from water surging.
A. Backflow prevention shall be installled by CVWD.
A. Valve wiring from the automatic controllers to the electric control valves shall be a minimum of 14 gauge copper single 3.04 TRENCHING
conductor wire with 4/64 inch vinyl insulation as approved for direct underground burial in 30 Volt AC or less service. 3.12 QUICK COUPLERS
A stem
Install in accordance with valve manufacturer's specifications and wire chart. A. Excavate trenches to required depths. Follow approved layout for each system.
A. Quick couplers shall be installed twelve (12) inches to eighteen (18) inches from the nearest adjacent paved area.
B. Valve control wires shall be a different color wire for each automatic controller. Common wire shall be white with a B. Trench bottom shall be flat to insure piping is supported continuously on an even grade.
different color stripe for each automatic controller. B. Quick couplers shall be installed as shown on details.
3.05 PIPING ABOVE GRADE
2.09 ELECTRIC CONTROL VALVES C. Quick couplers shall be installed in ground cover areas wherever possible.
A. Mainline piping above grade shall be installed with "Brownline" Stabilizer#SRS-1220 with 1/2" x 18" long steel stakes
A. All electric control valves shall have a manual flow adjustment. located ten feet on center maximum, and at all changes of direction. 3.13 FIELD QUALITY CONTROL
B. Lateral line piping above grade shall be stabilized with #3 Rebar (minimum 18" long) curved at top to fit over pipe. A. The Owner's Representative shall make inspections to assure field quality control. It is the Contractor's responsibility to
B. Electrical control valves shall be of the size and type shown on the plans. Stabilizer bars shall be installed ten (10) feet on center maximum and at all changes of direction. notify the Owner's Representative for the following reviews, with 48 hours minimum notice:
2.10 VALVE BOXES
3.06 PIPE ASSEMBLY 1. Pressure supply line installation and testing.
A. Use 10" x 10-1/4" round valve box with extension, and bolt down cover for all gate valves: Carson Industries 910-12B or
Ametek 10" x 13-1/4" round, tan in color, with twist lock cover or other approved equal. Extension sleeve shall be PVC six (6) inch A. The plastic pipe section shall be placed accurately to line and grade in the prepared trench. The inside of all pipe shall be 2. Coverage tests (prior to landscape planting).
minimum size. clean and free of foreign matter, including burrs from cutting the pipe.
3. Final review.
B. Use 9-1/2" x 16" x 11" rectangular box for all electrical control valves: Carson Industries 1419-12B with tan colored bolt down B. Pipe assembly shall have a firm, uniform bearing for the entire length of the pipeline to prevent uneven settlement. All
cover or Ametek 9-1/8" x 18-1/2" x 12" rectangular box with snap locking covers, or other approved equal. adjustments to grade shall be made by scraping away or filling in with clean earth backfill material, well compacted under B. Provide "walkie-talkie" equipment and/or personnel to maintain communication from review area to automatic controllers.
the body of the pipe. Wedging or blocking of pipe will not be permitted. Pipe shall be snaked in trenches. The alignment
C. All electric control valve boxes shall have controller and valve station numbers embossed or painted on top of the cover. of pipe shall be correct before joint connections are made. C. Provide up to date as-built drawings at each review.
2.11 QUICK COUPLING VALVES C. The surfaces of the pipes and fittings to be joined shall be free from any dirt, moisture or dust, and only the solvent 3.14 PRESSURE TESTING
recommended by the pipe manufacturers shall be used. When cutting of pipe is necessary, the contractor shall remove
A. Quick coupling valves shall have a brass, one or two piece body designed for working pressure of 150 psi, operable with any rough edges from the cut end of the pipe before coupling the sections together. A. Perform all hydrostatic tests in the presence of the Owner's Representative. The contractor shall notify the Owner's
quick coupler. Key size and type shall be as shown on plans. Representative 48 hours before testing takes place.
D. No PVC pipe shall be threaded, and all transitions from PVC to metal piping shall be by PVC male thread adapter fittings.
B. Quick coupling valves shall be installed as shown on plans and details. Assemble using teflon tape applied to male threads only. B. Before testing, mains shall be filled with water for at least 24 hours, and provision shall be made for thoroughly bleeding the
lines of air. Pressure gauge shall be installed at the lowest elevation of the pipe. Couplings shall be exposed with pipe
PART 3 - EXECUTION sections center loaded.
E. Adequate provisions shall be made to allow for expansion and contraction.
3.01 GENERAL C. Do not install remote control valves, quick couplers or any other valve assembly until testing is completed and approved.
I
3.07 BACKFILLING
A. Drawings are diagrammatic, and work shall be laid out in accordance with site conditions. The work shall be installed in
such a manner as to avoid conflicts between irrigation systems, site utilities, planting and architectural features. A. Trenches shall not be backfilled until all required tests have been performed.
B. When it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions exist that may not B. Backfilling shall be done in six (6) inch lifts until finish grade is reached. The first layer shall be free from sharp rocks or
have been considered in the engineering, such obstructions or differences should be brought to the attention of the clods of dirt over on-half (1/2) inch in size.
Owner's Representative. In the event that this notification is not performed the Contractor shall assume full responsibility
for any necessary repairs and/or revisions. C. If settlement occurs and adjustments to pipes, valves, or sprinkler heads are necessary to bring the system to proper
working order, the contractor shall make all the necessary adjustments without extra cost to the Owner.
D. Trenches located under areas where paving, asphaltic concrete or concrete will installed shall be backfilled with sand -- a
layer six (6) inches below the pipe and three (3) inches above the pipe -- and compacted in layers to 95% compaction,
using manual or mechanical tamping devices.
E. Trenches for piping shall be compacted to equal the compaction of the existing adjacent undisturbed soil and shall be left
in a firm, unyielding condition. All trenches shall be left flush with the adjoining grade.
F. The Contractor shall set in place, cap and pressure test all piping under paving prior to the paving work.
X
X
X
X
X
X
.F,.a
E
CVWD SIGNATURE BLOCK AREA
These plans have been reviewed by the Coachella Valley Water District in
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,
!'�U Section 65597 at seq.requiring efficient landscape and irrigation design in
cooperation with the local governing agency(City or County). >
*Approval of this drawing by CVWD staff does not constitute approval to
encroach into district and USBR RightiS-of-Way. Trees,plants,walls,and
U permanent structures of any kind may hot be planted or installed in CVWD
and USBR easements or right-of-way without first obtaining an
encroachment permit from CVWD.
DATE WATER MANAGEMENT SUPERVISOR
CVWD PLAN#
DEVELOPMENT SERVICES SUPERVISOR
ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d -PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO.
Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 01.2-9.08 SITE PLAPJ� CHANGES � CAPE
ORE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING ����o . Gur. er ARe ' LOCATION: NO. 155 RC L4.1
0�F y0 SAFETY OF All PER AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT 8E .5 Ho yiT syf h "
Call: TOLL FREE CIRCUIT CITY
UNITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD s CCA1, 2.5 BRONZE DISK STAMPED LS 4146 BM
�P DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION VM THE PERFORMANCE OF " Develo meet Resource Consultants Inc. � u ;
1 -800 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL p 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A f DR C Civil Englneering Land Surveying • Land Planning GERALD FORD DR. AT THE EAST B.C.R.
" Z 2 7-2 6 O O SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT TIK)SE SHOWN .� 800 S. ROCHESTER AVENUE, SUITE 4C
Ktl ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, - * ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 CUMMINGS C U R L E Y mo A S S 0 C I A T ES, INC EAST ON MONTEREY AVE. 2.0 E LY OF ML Specifications
AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12.31 LAN O5CAPE Rc M � T E c T s B.C.R.
TWO WORKING DAYS - 776 EAST GREEN STREET,SuIrE 240, PASADENA,CALIFORNIA 91 101 0 NORTH EAST CORNER OF
UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH sTq, ��`P TEL.626.683.8182 CHECKED BY: MONTEREY AVENUE AND 35th STREET
BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND P OF CA0O CA 3583 AZ 30100 UT 377204 NM 31 2 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29)
COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CON5TRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 1 FOR: XX F.B. XX
LANDSCAPE PLANTING
GENERAL CONDITIONS
PART 1 DESCRIPTION OF WORK
D. Provide and install all equipment necessary to test systems, including force pump, connector(s) and accurate pressure gauge. 1.01 WORK INCLUDED 3.03 CLEAN-UP
E. Test all pressure lines under hydrostatic pressure of 125 pounds per square inch, and prove watertight. All piping under paved A. Requirements of the General Conditions, Supplementary Conditions, and Division One Sections apply to all Work in this A. The Landscape Contractor shall keep the premises free from accumulation of waste materials and debris on a daily basis
areas shall be tested under hydrostatic pressure of 125 pounds per square inch, and proved watertight, prior to paving.
Section as fully as if repeated herein. during all phases of landscape installation.
F. Start pump, charge system to 125 pounds per square inch, and record the reading on the pressure gauge. Maintain a
hydrostatic pressure of 125 pounds per square inch without pumping for a period not less than one (1) hour with an allowable B. The requirements of this Section apply to all portions of the Landscape work. The Work of all Sections includes all labor, B. After all planting and irrigation operations have been completed, the Landscape Contractor shall remove all trash, excess
pressure drop of five (5) pounds per square inch. At the end of that time, record the reading on the pressure gauge. Submit materials and equipment required to complete the work indicated on the drawings and in these Specifications. The work soil, empty plant containers, tools and equipment used in this work, and/or any other debris resulting from his work on the
records of test readings to the Owner's Representative. shall be performed in accordance with the best standards of practice relating to the various trades and under the site.
G. Test is acceptable if no leakage or loss of pressure greater that five (5) pounds per square inch is evident during the test continuous supervision of a competent foreman, capable of interpreting the drawings and these specifications.
period. C. Any scars, ruts, or mars in the area caused by the landscape work shall be repaired at no expense to the Owner.
H. Detectable leaks shall be stopped, and defects corrected. The Contractor shall make the necessary corrections to stop the 1.02 VERIFICATION OF EXISTING CONDITIONS 3.04 FIELD QUALITY CONTROL
leakage, and the system shall be retested until test pressure can be maintained for the duration of the test.
3.17 FINAL INSPECTION PRIOR TO ACCEPTANCE A. Verify drawing dimensions with actual field conditions. Inspect related work and adjacent surfaces. Report all conditions A. The Owner's Representative shall make inspections to assure field quality control. The Contractor shall request inspection
which prevent proper execution of this work to the Owner's Representative. at least 24 hours in advance of the time inspection is required.
A. Before final inspection can occur, the Contractor shall show evidence that the Owner's Representative has received all
accessories, charts, record drawings, and equipment as required. B. Note the location of all existing underground and above-ground features (utility lines, conduits, cables, plant material, etc.) 3.05 MAINTENANCE DURING LANDSCAPE INSTALLATION
subject to damage in the course of this work. Problems arising from such features during or before work begins shall be
B. The Contractor shall operate each system in its entirety at time of final inspection. Any items deemed not acceptable by the Owners Representative shall be reworked to the complete satisfaction of the Owners Representative. called to the attention of the Owner's Representative before commencement of further work. The Contractor shall be A. Continuously maintain all areas included in the Contract during the progress of the work.
responsible for the replacement or repair of features damaged through failure to comply with the above procedure at no
C. Requests for re-inspection shall be submitted to the Owner's Representative at least 48 hours before the anticipated date of expense to the Owner. B. Maintenance shall begin immediately after each plant is planted, and shall continue throughout the landscaping process.
inspection. After all work indicated on the drawings or herein specified has been completed, request Pre-Maintenance Inspection by
1.03 QUALITY ASSURANCE the Owner's Representative.
3.18 CITY OF PALM DESERT INSPECTION SCHEDULE
A. Sleeving/Grading A. All work and materials shall be in accordance with local and/or applicable codes. 3.06 MAINTENANCE PERIOD AND INSPECTIONS
1. Sleeve Diameter, type, depth and location B. The Contractor shall obtain and pay for all permits and inspections as required by governing agencies. A. At the completion of all landscape planting operations, and prior to the beginning of the Maintenance Period, the Pre-
2. Soil surface drainage, elevations, and trash (including weeds & rubble) Maintenance Inspection shall be held.
C. It is the intent of these Specifications that all materials herein specified and shown on the drawings shall be of the highest
B. Hardscape/Boulders-Cobble quality available and shall meet the requirements specified. B. The Landscape Contractor shall notify the Owner's Representative in writing, 48 hours in advance for Pre-Maintenance
1. Sidewalk and wall layout Inspection and approval.
D. Substitutions will not be permitted unless proof is submitted that any material specified is not available. All requests for
2. Utilities location substitutions are subject to the approval of the Owner's Representative. C. After all areas are approved and accepted by the Owner's Representative, the Maintenance Period shall begin. The
3. Boulder type, size, weight and placement Contract shall maintain the irrigation system and landscaping for a period of not less than, but not limited to, ninety (90)
1 .04 SUBMITTAL calendar days. The Owner's Representative shall be notified in writing when Maintenance Period is to begin, and again
C. Irrigation System Rough-In when Maintenance Period is to terminate.
A. All submittal are subject to the approval of the Owner's Representative and shall be in conformance with Section 01300 or
1. Trench depth and location
these specifications. D. At the completion of the Maintenance Period, the Final Inspection shall be held.
2. Pipe Size and class
1 .05 GUARANTEE AND REPLACEMENT 3.07 MAINTENANCE
3. Pressure test (125 psi for 6 hours)
A. Continuously maintain all areas included under this Contract during the progress of the work, during the 90-day
D. Plant Material (trees & shrubs) A. All material installed under this Contract shall be guaranteed against any and all poor, inadequate or inferior materials Maintenance Period, and until Final Acceptance of the work by the Owner's Representative.
1. Condition and/or workmanship for a period of one (1) year.
2. Type B. All guarantee periods shall commence from the time of final acceptance by the Owner's Representative at the successful B. Maintenance shall include continuous operations of watering, manual and chemical weeding, insect and pest control, replacement
completion of the ninety (90) day Maintenance Period.
and any other operations necessary to insure the healthy rooting and growth of all plant materials. Adjusting, cleaning, and
3. Placement repair of irrigation systems shall also be included in Maintenance.
E. Ground Cover (Decomposed Granite) C. Determination of defective materials or workmanship shall be made by the Owner's Representative. Defective materials or
1. Type
workmanship shall be replaced promptly by the Contractor, with materials as originally specified, at no expense to the C. All planted areas shall be kept free of debris and shall be weeded at no more than ten (10) day intervals. Not with a hula hoe.
Owner.
2. Depth and Spacing D. Inspect tree stakes and guys, and vine and espalier supports. Adjust stakes and guys to prevent girdling of trunks or
branches, and to prevent rubbing that causes bark wounds. Remove stakes and guys as soon as they are no longer
3. Compaction needed.
PART 2 PRODUCTS
F. Final
1. Irrigation 2.01 SOURCES OF MATERIALS OR SERVICES E Weed and Pest Control
i) Valves, boxes, and wiring A Wherever possible, several sources of supplied materials or services are named in the drawings or in these 1. Keep watering basins and areas between plants free of weeds. Remove all weeds from planting beds and dispose of off-site.
ii) Controller operation and schedule Specifications. Where only one manufacturer or supplier is indicated, the Owner's Representative will consider alternate
2. Inspect plants for insects and diseases. Maintain control with approved materials recommended by a licensed State of
ii Sprinkler, bubbler and/or drip emitter type, flow rate and quantity per plant sources for approved equals. California Pest Control Adviser. Applicator should also be state licensed.
P P YP q Y P P PP
2. Tree Staking
B. Submit proposals for Alternates to the Owners Representative in writing originally specified manufacturer, material, 3. Any changes to the Approved Landscape Plan must be re-submitted to the City of Palm Desert for review prior to any
3. Overall supplier or service, and proposed equal. All decisions regarding approved equals shall be made by the Owner's change.
* END OF SECTION * Representative.
C. All materials shall be of standard, approved and first grade quality and shall be in prime condition when installed and
accepted. Any commercially processed or packaged material shall be delivered to the site in the original unopened
container bearing the manufacturer's guaranteed analysis.
PART 3 EXECUTION
3.01 WEED CONTROL
A. After soil placement, apply pre-planting herbicide as recommended by a licensed pest control advisor to all visible weeds.
Hand water in as appropriate. X
B. Operate irrigation system to sprout residual weed seeds and continue to control weeds with herbicide prior to planting. X
X
C. Protect all existing plants from damage. X
X
X
t5
.I-W
4_0
CVWD SIGNATURE BLOCK AREA U)
These plans have been reviewed by the Coachella Valley Water District in
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,
Section 65597 et seq.requiring efficient landscape and irrigation design in
cooperation with the local governing agency(City or County). ">
*Approval of this drawing by CVWD staff does not constitute approval to CD
encroach into district and USBR Rights-of-Way. Trees,plants,walls,and
permanent structures of any kind may not be planted or installed in CVWD
and USBR easements or right-of-way without first obtaining an
encroachment permit from CVWD.
DATE WATER MANAGEMENT SUPERVISOR
CVWD PLAN#
DEVELOPMENT SERVICES SUPERVISOR
No. DATE REVISIONS A d
Underground ServlCe Alert ENGINEERS NOTE TO CONTRACTOR: coNsrRucTloN coNrRacroR AGREES rw+r IN ACCORDANCE WITH PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING No.
9 GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 01.2�.08 SITE PLAPI CHANGES _ANDSCgpE .1
FORE COMPLETE RESPONSIBILITY FOR THE JOB SITE
TTI CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING �OQ`° cur ley q LOCATION: NO. 155 RC CIRCUIT CITY
8E YpG SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE .y �• NO �� L4.2
o Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD �° sf` 2.5" BRONZE DISK STAMPED LS 4146 BM
c,P 0 DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WTIN THE PERFORMANCE OF �a � � evelopment Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II
Ilk 1 -8 O O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. Civil Engineering . Land Surve n " Land Planning
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A D-R -CA": 800 S.ROCHESTER AVENUE, SUTIE94C CCAM GERALD FORD DR. AT THE EAST B.C.R.227-26OO SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN .�� ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N 0 S C U R L E Y AND ASS 0 C I A T ES, INC EAST ON MONTEREY AVE. 2.0 E LY OF ML Specifications
Kq� ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUiIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, B.C.R.
AND IS RESPONSIBLE FOR THE PROTECTION OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-31- L A A o s c A P E A R c A, i F NI c r s
TWO WORKING DAYS � 776 EAST GREEN STREET,SLATE 240,PASADENA,CALIFORNIA 91 10 I ®NORTH EAST CORNER OF
UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH s�q a`P TEL.626.683.8182 CHECKED BY: MONTEREY AVENUE AND 35th STREET
BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND rF °F CA��F°�` CA 3583 AZ 30100 UT 377204 NM 312 Nv 578 CLARS 319 ELEV.: 316.435 (NGVD29)
COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX
3.04 SOIL AMENDMENTS AND FINE GRADING
A. Cultivate all areas to be planted to a depth of at least six (6) inches, so that the soil shall be loose and friable. The top
two (2) inches of all areas to be planted shall be free of stones, stumps, roots, or other deleterious matter one (1) inch in
diameter or larger; and shall be free from all wire, concrete or other debris that would be a hindrance to planting or
4. Interpretations, fertilization and soil amendment recommendations, and comments regarding these tests are required. maintenance.
3.08 FINAL INSPECTION 5. Soils test sites shall occur not more than 250 feet on center in the planting areas, unless otherwise noted on plans. B. After approximate finished grades have been established, cultivate the recommended materials thoroughly into the top
six (6) inches of soil.
A. The Landscape Contractor shall submit written notice to the Owner's Representative requesting final inspection at least 6. Samples of all import soil from each source shall also be submitted to the soils testing laboratory for analysis,
seven (7) days before the anticipated date. Appointments will be set by the Owner's Representative. Either the interpretation and recommendations prior to placement, blending or back-filling.
Contractor or his authorized representative shall be on the site at the time established for all inspections. C. All soil areas shall be compacted and settled by application of manual watering to a minimum depth of twelve (12) inches
F. Soil Preparation Conformance Test prior to planting.
B. Upon completion of the ninety (90) day Maintenance Period. all plants shall be live, healthy, and free from infections and
infestations. All ground cover areas shall be clean, and free of weeds and debris. All sprinkler heads shall be properly 1. In order to determine if the specified quantities of soil amendments have been used, a sample of each soil amendment D. After the foregoing deep watering, minor modifications to grade may be required to establish the final grade. These areas
adjusted for the specific planting area. Any plant materials which are damaged, or die, or fail to maintain a healthy, shall be delivered by the Contractor to a plant/soils laboratory acceptable to the Owner's Representative within fifteen (15) shall not be worked until the moisture content has been reduced to a point where working it will not destroy the soil
vigorous and thriving condition shall be replaced immediately by the Contractor, with material as originally specified, and at days after recording of the Contract. From the sample, the testing laboratory will prepare a control mix in accordance with structure.
no cost to the Owner. the specifications resulting from the required soil tests.
E. All planting areas shall be fine graded to a smooth, even, and uniform plane with no abrupt change of surface. All weeds
C. If the project is found to be in an unacceptable condition at the time of final acceptance inspection, the Landscape 2. After the soil amendments have been thoroughly mixed into the planting areas, soil samples will be taken can compared shall be removed and disposed of by the Landscape Contractor.
Contractor shall continue maintenance until project is accepted by the Owner's Representative. with the laboratory control mix. Deviation from the control mix shall not exceed twenty percent (20%).
3.05 FIELD QUALITY CONTROL
D. Written notice requesting re-inspections shall be submitted by the Contractor at least seven (7) calendar days before the 1.05 GUARANTEES
A. The Owner's Representative shall make inspections to assure field quality control. The Contractor shall request inspection
anticipated date of inspection.
A. All soil material installed under this Contract shall be guaranteed against any and all poor, inadequate or inferior materials at least twenty four (24) hours in advance of the time inspection is required. Inspections are required as follows:
* END OF SECTION * and/or workmanship. Poor quality or faulty materials or workmanship, as determined by the Soil Testing Laboratory, shall v
be replaced by the Contractor, with materials as originally specified, at his expense. 1. When finish grading is completed
2. After placement of soil for mounding
PART 1 GENERAL
PART 3 EXECUTION pP g
3. When soil amendments have been applied, but before rototilltn
1.01 WORK INCLUDED
3.01 PREPARATION 4. When rototilling has been completed
A. Requirements of the General Conditions (Section 02810), Supplementary Conditions, and Division One Sections apply to
all Work in this Section as fully as if repeated herein. A. At no time shall the soil be worked when the moisture content is so great that excessive compaction will occur; nor when it 5. When fine grading has been completed
is so dry that clods will not break readily and excessive dust will form. Water shall be applied whenever necessary during
B. The work of this Section includes all labor, materials and equipment required to complete the work indicated on the tilling, fine grading and planting to insure proper moisture content.
PART 1 GENERAL
drawings. The work shall be performed in accordance with the best standards of practice relating to the various trades
and under the continuous supervision of a competent foreman, capable of interpreting the drawings and these
3.02 FINISH GRADING 1.01 WORK INCLUDED
specifications. The work of this Section includes, but is not limited to, the following:
A. Finish grading shall consist of finishing surfaces by raking smoothly and evenly, and removing and off-site disposal of all A. Requirements of the General Conditions (Section 02810), Supplementary Conditions, and Division One Sections apply to
1. Soil testing.
extraneous matter to facilitate natural run-off of water. all Work in this Section as fully as if repeated herein.
2. Soil preparation and fine grading of all planting areas, including the addition of soil amendments and fertilizers, and
placement and finish radio of import soil for mounding. B. Before and during finish grading, all weeds and grasses shall be dug out by the root and disposed of off-site. B. The work of this Section includes all labor, materials and equipment required to complete the work indicated on the
p grading P 9 drawings. The work shall be performed in accordance with the best standards of practice relating to the various trades
C. When preliminary grading and weeding have been completed, and the soil has dried sufficiently to be readily worked, all and under the continuous supervision of a competent foreman, capable of interpreting the drawings and these
3. Furnishing and installation of all planting backfill materials and import soil for mounding.
planting areas shall be graded to the elevations indicated on the drawings. Grades not otherwise indicated shall be specifications. The work of this Section includes, but is not limited to, the following.
uniform levels or slopes between points where elevations are given. Finish grade shall be a smooth, even, uniform plane
4. Guarantee and replacement. with no abrupt change of surface. 1. Furnishing and installation of all plant material, including trees, shrubs and ground covers.
1.02 RELATED WORK SPECIFIED ELSEWHERE
D. Soil areas adjacent to buildings or paving shall slope away from the structure to allow a natural run-off of water, and 2. Preparation of all planting holes.
A. Section 02200 - Earthwork surface drainage shall be directed as indicated on the drawings by remodeling surfaces to facilitate the natural run-off
water. Low spots and pockets shall be graded to drain properly. 3. Furnishing and installation of all required planting backfill materials and soil amendments. Furnishing and installation of
tree stakes and ties, and miscellaneous materials.
B. Section 02820 - Landscape Soil Removal, Import and Grading
E. The finish grade of all shrub and ground cover areas shall be two (2) inches below the grade of adjacent pavement, walks,
curbs, or headers. 4. Providing maintenance for ninety (90) continuous calendar days after acceptance of construction.
1 .03 QUALITY ASSURANCE
F. Contractor is to finish grade with proper slope to drains. All flow lines, designated or not, shall be graded and maintained 5. Guarantee and replacement.
A. All materials shall be of standard, approved and first grade quality and shall be in prime condition when installed and to allow free flow of surface water, and shall conform to the intent of all plans and sections after thorough settlement and
accepted. Any commercially processed or packaged material shall be delivered to the site in the original unopened compaction of the soil. 1.02 RELATED WORK SPECIFIED ELSEWHERE
container bearing the manufacturer's guaranteed analysis.
3.03 PLACEMENT OF SOIL FOR MOUNDING A. Landscape Irrigation
1.04 SUBMITTAL
B. Landscape Planting and Irrigation General Conditions
' sample of all supplied materials accompanied b analytical data A. Prior to placement of soil, Contractor shall scarify all exposed soil surfaces to a depth of six (6) inches. C. Landscape Soil Preparation and Finish Grading
A. Contractor shall supply the Owners Representative with a sa p e pp p y y
from an approved laboratory source illustrating compliance, or bearing the manufacturer's guaranteed analysis. 1.03 QUALITY ASSURANCE
B. Approved soil shall be spread and brought up to finish grade in layers not exceeding six (6) inches.
B. Material samples shall include fertilizers and soil conditioners, and other soil amendment materials indicated in soils test
recommendations, or noted on plans and in these Specifications. C. Upon placement, soil density shall be eighty (80) percent maximum relative compaction. A. Plant material shall be protected during shipment to prevent damage to rootball, stems or branches, and to prevent
desiccation of leaves.
C. Delivery to the site may begin upon approval of samples by the Owner's Representative. D. All mounds shall be well compacted, smooth landforms, free from irregularities, with uniform transitions between contours
and between adjacent areas. B. Material which is not planted immediately upon delivery shall be stored in protected locations and shall be maintained by
the Landscape Contractor. Make prior arrangements with the Owner's Representative for approved storage locations.
D. The Contractor shall furnish a certificate of delivery with each delivery of materials in containers or bulk. Certificate shall
state source, quantity or weight, type and analysis, and date of delivery. All certificates shall be submitted to the Owner's
C. At all times, plants shall be handled and stored so that they are adequately protected from drying out, from wind burn, or
Representative.
from any other injury.
E. Soil Tests
D. Plants shall be subject to inspection and approval for quality, condition, size, and variety. Inspection may be done at the
place of growth or upon delivery to the project site. Approval shall not impair the right of inspection and rejection at a later
1. The Contractor shall be responsible for obtaining soils testing and soil amendment recommendations. Soils testing shall
time or during the progress of the job for size and condition of the rootball, latent defects, or injuries. Rejected plants shall
be completed and test results and amendment recommendations submitted to the Owner's Representative a minimum of
be immediately removed from the site at the Contractor's expense. X
fifteen (15) days before commencement of any planting. X
E. All plants not conforming to the requirements specified herein, whether in place or not, shall be rejected and shall be X
2. The testing laboratory shall be Soil and Plant Laboratory, Post Office Box 11744, 412 South Lyon Street, Santa Ana,
removed from the site and replaced with new plants as originally specified at the Contractor's expense.
California 92711-1744, Telephone: (714) 558-8333, or approved equal as approved by the Owner's Representative.
X
(Refer to Section 02810) F. Under no conditions will there be any substitution of species or sizes as listed on the Plans, except with the written X
consent of the Owner's Representative. 6
3. The testing laboratory for soils analysis shall use the following criteria for soil testing: USDA Agricultural Suitability Test4-4
per Handbook 60, to include Boron presence and content; and University of California Soil Fertility Test.
CVWD SIGNATURE BLOCK AREA U)
These plans have been reviewed by the Coachella Valley Water District in
n5r no� accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,
Section 65597 at seq.requiring efficient landscape and irrigation design in .�
cooperation with the local governing agency(City or County).
*Approval of this drawing by CVWD staff does not constitute approval to
QD@Q� encroach into district and USBR Rights-of-Way. Trees,plants,walls,and
�J permanent structures of any kind may not be planted or installed in CVWD
and USBR easements or right-of-way without first obtaining an
encroachment permit from CVWD.
DATE WATER MANAGEMENT SUPERVISOR
CVWD PLAN#
DEVELOPMENT SERVICES SUPERVISOR
ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d ✓f PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING N0.
Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 01.2-8.08 SITE PLA4 CHANGES LANDSCAPE LOCATION: N0. 155 RC
COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSIRUCTIONOF THE PROJECT, INCLUDING \�a�P L �u r No RCy� 'i/ �' L4.3
eEFooN y°G TOLL FREE SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �.` ,, �� 2.5" BRONZE DISK STAMPED LS 4146 BM CIRCUIT CITY
Calk LIMITED TO NORMAL WORKING HOURS, AND coNSRucnoN CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD o ',y P DESERT GATEWAY PHASE II
eq c+ DESIGN PRaMONAL HARMLESS FROM ANY AND ALL UAKTIY, REAL OF ALLEGED. AH CONNECTION WITH THE PERFORMANCE OF W Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY:
1 -g 00 WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. Civil Engineering • Land Surveying . Land Planning CCAGERALD FORD DR. AT THE EAST B.C.R.
,h THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUTIES OR STRUCTURES SHOWN IN THESE PLANS ON MONTEREY AVE. 2.0 ELY OF
S WERE OBTAINED BY A 600 S. ROCHESTER AVENUE, SUITE 4C ' ' ML
SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN * D R C ONTARIO, CA 91761 (909) 230-5241, FAX (909) 230-5246 C U M M I N G S C U RLEY AND A S S O C I A T E S, I N C SRIlt5ifications
22 2 6 0 0 ON THESE PLANS. THE CONTRACTOR IS REQUIRED To TAKE ALL.PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, sauNREL A N C S C A F- E A R CH 1 T E C T S B.C.R.
AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE ONES OR STRUCTURES. 12-3 9 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 CHECKED BY: EAST CORNER OF
TWO WORKING DAYS UNAUTHORIZED CHANGES & USES: CONSTRUCTION C TRACTOR AGREES THAT IN ACCORDANCE WITH sr �P TEL,626.683.8182 MONTEREY ENUE AND 35th STREET
BEFORE YOU DIG GENERAIJ.Y ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND qlF of cAL�F°� CA 35e3 Az 3oioo LIT 377204 NM 3�2 NV 57B CLARB 319 ELEV.: 316.435 (NGV029) AV
RC W.O. U01-230 I FOR: XX F.B. XX
COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCT ONOF THE PROJECT, INCLUDING
1.04 SUBMITTAL
A. The Contractor shall notify the Owner's Representative 48 hours in advance of delivery of all plant materials and shall
submit an itemized list of the plants in each delivery.
B. All plant material shall meet the specifications of federal, state, and county laws requiring inspection for plant diseases and PART 3 EXECUTION 3.07 WEED CONTROL
insect infestations. Any inspection certificate required by law shall accompany each shipment invoice or order for stock.
When such plants arrive at the project site, the certificate of inspection shall be filed with the Owner's Representative. 3.01 LAYOUT A. Apply pre-planting herbicide to all visible weeds after soil placement.
C. All plant materials shall have been grown in nurseries inspected by the State or County Agricultural Inspector, and have A. The work shall be laid out in accordance with the Landscape Planting Plans, utilizing the plans as a schematic guide. B. Immediately after planting, apply pre-emergent weed control materials to all planted areas which will not be seeded.
complied with all regulations thereof. This requirement does not prohibit the use of plant materials grown outside the state, Outlines delineating ground cover areas shall be marked on the ground by the Landscape Contractor before any plant pits
P P provided such materials and shipments meet all the requirements of law and the State of California Department of are dug. Spot container plants per plan and secure approval before digging plant pits. All such locations shall be C. Protect all existing and newly installed plants from damage.
Agriculture. approved by the Owner's Representative before planting may begin. Request approval by the Owner's Representative 48
hours in advance of inspection. 3.08 MULCHING
D. Each shipment of plant materials delivered to the site shall be clearly labeled as to species, variety and nursery source. A. After applying re-emer pre-emergent, all planting areas, except lawns, shall receive a prepared mulch spread even) over the
B. Conflicts of location due to underground utilities, rocks, or other below-ground obstructions shall be resolved by the P 9 P 9 P P P P Y ,
1.05 GUARANTEE AND REPLACEMENT Owner's Representative. surface to a minimum depth of one (1) inch.
A. All plant material installed under this Contract shall be guaranteed against any and all poor, inadequate or inferior 3.02 PLANT PIT EXCAVATION 3.09 TREE STAKING
materials and/or workmanship for a period of one (1) year. Any plant found to be dead or in poor condition due to faulty
materials or workmanship, as determined by the Owner's Representative, shall be replaced immediately by the Contractor, A. After making necessary adjustments in location, excavate pits for one, five or fifteen gallon shrubs and trees with circular A. Stake all single trunk trees as per detail and multi-trunk trees only if needed.
with material as originally specified, at no cost to the owner. outline and vertical sides. Plant pits for twenty four (24) inch box trees shall be of square outline.
B. Landscape Contractor shall install staking at one (1) tree and shall secure approval from the Owner's Representative
B. The size of plant pits for container plants and boxed trees up to 24 inches shall be twice the width of and equal depth to size before making further installations.
PART 2 PRODUCTS of rootball to be set on undisturbed native.
C. Stakes may be driven mechanically, and shall be set in a true vertical position. Stakes shall not penetrate the rootball. All
2.01 PLANT MATERIALS staked trees shall have fastening devices installed per Staking Detail.
3.03 PLANTING TREES AND SHRUBS
A. Plants marked "1-gallon," "5-gallon," or "1 5-gallon" are to be delivered in containers no less than one, five or fifteen gallon D. Single staked trees shall be staked to the windward side. Position stakes for double staked trees so that prevailing winds
size. All plants must be properly rooted for the size of the container without being root-bound. All root-bound plants will A. No plant material shall be planted until the installation of the necessary sprinkler systems have been completed, and the move tree between stakes. Stakes are to be placed as close to the rootball as possible without penetrating the rootball.
be rejected. Plants that were recently moved up into a larger container will not be acceptable. soil has been prepared as specified in Section 02821. (Refer to Details)
B. All ground covers specified in flats shall be well-rooted plants, not cuttings. Flats shall contain the number of plants B. Set plants in center of pit, in a vertical position, with the crown of the rootball level or slightly higher, than the surrounding E. If trees are double staked, stakes are to be set in a line parallel to any adjacent walk, street or pedestrian path. (Refer to
designated for the variety in accordance with standards of Perry's Ground Cover Catalog. final grade after allowing for watering and settling. (Refer to Detail) Details)
C. All trees, unless otherwise designated, shall be straight and symmetrical with well spaced side branches, and shall have a C. Cans and boxes shall be removed carefully to avoid breaking or damaging the rootball. Remove containers after
crown and trunk (s) typical of the species and variety. Trees specified as 'multis' shall have a minimum of three (3) placement, including the bottoms of boxed trees. 3.10 FIELD QUALITY CONTROL
trunks of nearly equal caliper growing.
D. After the plant has been set to the required grade, prepared soil as specified in Section 02821 shall be used for backfill. A. The Owner's Representative shall make inspections to assure field quality control. The Contractor shall request
D. Pruned wounds must be completely calloused over or trees will not be acceptable. The balance of the pit shall be filled and thoroughly settled by tamping and watering. inspections at least 24 hours in advance of the time inspection is required. Inspections are required as follows:
2.02 STAKES AND TIES 1. When plant material has been delivered to the site.
E. After backfilling an settling, an earthen basin shall be constructed around each plant. (Refer to Detail) A berm shall be
prepared which is no larger than the size of the original rootball, in order that applied water in the basin will enter through 2. When plant material has been spotted for planting, but before planting pits are dug.
A. Tree stakes shall be pressure-treated lodgepole pine, two (2) inches in diameter, twelve (12) feet long. the rootball.
B. No single staked trees. 3. After planting pits have been excavated, but before backfilling.
9 F. When plants have established good root growth, the berms shall be graded away from plants, so that minimum two (2)
percent drainage is maintained in planting areas. All berms shall be removed before planting of lawns or ground covers. 4. When typical staking has been installed at one tree, but before making further staking installations.
CITY OF PALM DESERT MAINTENANCE SCHEDULE G. Excess soil generated from the plant pit excavations and not used as backfill or in establishing the final grades shall be
WINTER (December - February) removed from the site by the Landscape Contractor at no expense to the Owner's Representative.
3.11 ESTABLISHMENT AND MAINTENANCE PERIOD
+ For weeds that have emerged in planter beds, apply a broad leaf herbicide (contact or 3.04 PLANTING GROUND COVERS
systemic) A. Maintenance shall begin immediately after each plant is planted, and shall continue throughout the landscaping process.
+ Fertilize lawns with a balanced, slow release product appropriate for the season of A. Plant ground covers in the areas indicated on the drawings, and at the spacings specified. Soil shall be firmly pressed All areas shall be maintained continuously until the project has been completed and approved by the Owner's
application and per soil fertility test results around each plant, and the excess soil shall be removed from the crown. Ground cover plants are not to be installed under Representative. (Refer to Section 02810 for maintenance periods, procedures and inspections)
+ Prune deciduous shrubs and trees. (Pruning should be completed prior to leafing, or after canopy of shrubs as shown on the Ground Cover Planting Detail.
flower buds emerge and after any danger of frost has occured B. Maintenance shall consist of watering, weeding, pest control, plant replacement, to insure the healthy rooting and growth
+ Fall pruning of trees and shrubs should occur. B. Each section of ground cover shall be watered immediately upon completion of planting. of all plant materials. Adjusting and cleaning of irrigation systems shall be done as required.
p g
EARLY SPRING (March - May) 3.05 PLANTING VINES AND ESPALIERS 3.12 FINAL INSPECTIONS
+ Prune shrubs and ground covers to control their size, to remove any dead stems and
branches and to remove any plant parts damaged by frost. Cut off and dispose of dead A. Vines and/or espaliers shall be removed from trellises or stakes and attached to masonry walls or fences with approved A. Refer to Section 02810 for Inspection Requirements and Schedules.
flower stems. devices.
+ Developing broad-leaf evergreen stems can be damaged by heat. Prune lightly only when * END OF SECTION
necessary. B. Submit samples of proposed wall fastener to the Owner's Representative for approval. Walls of sheet metal siding shall
+ Plants producing abnormal, or abnormally yellow, leaves should be examined for possible have fasteners spot-welded. Repaint siding and fastener after welding. PROJECT CLOSEOUT
nutrient/water impalance. If water related' check soil grade to ensure plant is not sitting to
C. Do not use galvanized wire for branch supports. Submit proposed wire material to the Owner's Representative for PART 1 GENERAL
low in the planting hole. If necessary, adjust soil grade to adequately keep water from root approval.
crown.
1.01 REQUIREMENTS INCLUDED
LATE SPRING TO EARLY SUMMER Ma - earl June D. Intertwine all vine tendrils and/or branches to supports. (Refer to Espalier Detail) If ties are required, submit proposed ties
(May Y )
to the Owners Representative for royal. A. Closeout procedures
P PP
+ Prune Date palms in early May or when blossoms have set, Prune Washingtonia robusts
palms in mid June. Remove fruit, dead and/or dying fronds. Check shrubs pruned in winter B. Operation and maintenance date
as they may require a second pruning. 3.06 PRUNING
C. Systems demonstration
SUMMER (late June - August) A. The pruning of installed trees and shrubs shall be performed by an ISA certified
+ Prune Washingtonia flifera plams in late July. No other major pruning should be arborists. D. Warranties and Bonds
performed on plants/trees other than that which provides for the safety of pedestrians or X
clearance of vehicles. B. Pruning shall be limited to the minimum necessary to remove injured twigs and branches. �.
E. Spare parts and maintenance materials X
X
LATE SUMMER, EARLY FALL (September - October) 1.02 RELATED REQUIREMENTS X
+ Pruningof some trees species may occur at this time. AS PER DEPARTMENT OF COMMUNITY DEVELOPMENT:
p Y 1. Landscaping shall be installed prior to request for final inspection.
+ Prune ground covers back to established borders. Take care not to over prune. 2. Landscape plan must be submitted and approved by the City Landscape Manager prior to building permit issuance. A. Requirements of General Conditions and Division One Section apply to all Work in this Section.
3. Obtain City of Palm Desert Department of Community Development approval. 'E
4. Obtain Riverside County Fire Department Approval. B. Conditions of the Contract: Fiscal provisions, legal submittals, and other administrative requirements. -0
Refer to the City of Palm Desert Landscape Maintenance Guide, current edition, for :3
additional guidelines. CVWD SIGNATURE BLOCK AREA Ua
These plans have been reviewed by the Coachella Valley Water District in
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,
Section 65597 at seq.requiring efficient landscape and irrigation design in
cooperation with the local governing agency(City or County). •>
*Approval of this drawing by CVWD staff does not constitute approval to a)
encroach into district and USBR Rights-of-Way. Trees,plants,walls,and
� 4 permanent structures of any kind may not be planted or installed in CVWD
and USBR easements or right-of-way without first obtaining an
encroachment permit from CVWD.
DATE WATER MANAGEMENT SUPERVISOR
CVWD PLAN#
DEVELOPMENT SERVICES SUPERVISOR
i
ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONRtACTOR AGREES THAT IN ACCORDANCE WiTH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY. APPROVED BY: CITY OF PALM DESERT DRAWING NO.
Underground Service Alert GENM41Y ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 01.2-8.08 SITE PLA4 CHANGES o �ANDs pF ;
COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE of CONSTRUCTiONOF THE PROJECT, INCLUDING �e�` �y NARO LOCATION: N0. 155 CIRCUIT CITY L4
ggFORE YO SAFETY OF A11 PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE .5 °. '� » RC .
0o Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS,AND CDNSRUCTiON CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD �"a` �� 2.5 BRONZE DISK STAMPED LS 4146 BM
bP DESIGN PROFESSIONAL HARMLESS FROM MY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF +r w Development Resource ConsultantsC , Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY: DESERT GATEWAY PHASE II
1 -80O WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering Land Surveying • Land Planning CCA GERALD FORD DR. AT THE EAST B.C.R.
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A R 800 S, ROCHESTER AVENUE, SUITE 4C A"' ' '
2 2 -2 6 SEARCH OF AVAILABLE RECORDS. TO THE SST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN oNTARIo, CA 91761 (909) 230-5241, FAX (909) 230-5248 C U M M I N G S C U R L E Y allo A S S 0 C I A T E S, I N C EAST ON MONTEREY AVE. 2.0 E LY OF ML SRilt5ifications
ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONSRY MEASURES TO PROTECT THE UTILITIES SHOWN, L A N D S C A R E A R C H i T E C T S B.C.R.
AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12 9 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91 101 CHECKED BY: EAST CORNER OF
'i TWO WORKING DAYS UNAUTHORIZED CHANGES & USES: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH ly e��P TEL,626.683,8182 MONTEREY AVENUE AND 35th STREET
BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED T ASSUME SOLE AND o OF CAS-%FO CA 3583 AZ 30I00 Ur377204 NM 312 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29)
COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONST U MNOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX
', 1 1
1.03 CLOSEOUT PROCEDURES 1.02 SAFETY REQUIREMENTS '
A. Comply with procedures stated in General Conditions of the Contract for issuance of Certificate of Substantial Completion. A. Maintain Project in accord with state and local safety and insurance standards.
B. When Contractor considers Work has reached final completion, he shall submit written certification that Contract B. Store volatile wastes in covered metal containers and remove from premises daily.
Documents have been reviewed, Work has been inspected, and that Work is complete in accordance with Contract
Documents and ready for the Owner's Representative's inspection. C. Prevent accumulation of wastes which create hazardous conditions.
C. In addition to submittals required by the Contract Documents, provide submittals required by governing authorities, and D. Provide adequate ventilation or personnel protection during use of volatile or noxious substance.
submit a final statement of accounting giving total adjusted Contract Sum, previous payments, and sum remaining due.
E. Conduct cleaning and disposal operations to comply with local ordinances and anti-pollution laws. Do not burn or bury
D. The Owner's Representative will issue a Final Change Order reflecting approved adjustments to Contract Sum not rubbish and waste materials on Owner's property.
previously made by Change Order.
F. Do not dispose of volatile wastes such as mineral spirits, oil, herbicides or pesticides in storm or sanitary drains. Store in
1.04 FINAL CLEANING containers with tight fitting lids and remove to legal dump site.
A. Refer to related section.
1.05 PROJECT RECORD DOCUMENTS PART 2 PRODUCTS
A. Refer to related sections
Not used.
1.05 OPERATION AND MAINTENANCE DATA
PART 3 EXECUTION
A. Provide data as required within various technical sections of these specifications.
3.01 DURING CONSTRUCTION
B. Submit two (2) sets prior to Final Inspection, bound in 8-1/2 x 11 inch, three ring side binders with durable plastic covers.
A. Keep premises and adjacent areas free from accumulations of waste materials and rubbish.
Part 1: Directory, listing names, addresses, and telephone numbers of Contractor.
B. Wet down materials and rubbish to prevent dust from blowing.
Part 2: Operation and maintenance instructions, arranged by system. For each system, give names, addresses an
telephone numbers of subcontractors and suppliers. C. At least once a week, or sooner if required, clean site and adjacent areas and dispose of waste materials, debris and
rubbish off the site in a legal manner. Remove combustible materials such as paper and cardboard daily.
List:
D. Provide on-site containers for collection of waste materials, debris and rubbish. Provide a collection can at each location
1. Appropriate design criteria used as an eating area. Pick-up all garbage daily.
2. List of equipment
3. Parts list E. Remove waste materials, debris and rubbish from site and legally dispose of at legal public or private dumping areas. Do
4. Operating instructions not bury or burn waste at the site.
5. Maintenance instructions: equipment
6. Maintenance instructions: finishes F. Handle materials in a controlled manner with as few handlings as possible; do not drop or throw materials from heights.
7. Shop Drawings and product data
8. Warranties G. Schedule cleaning operations so that dust and other contaminants resulting from cleaning process will not fall on wet,
newly painted surfaces.
1.07 SYSTEMS DEMONSTRATION
H. Contractor is responsible for daily clean up and dust control to a level acceptable to the Owner's Representative.
A. Prior to Final Inspection, demonstrate operation of each system to the Owner's Representative.
3.02 FINAL CLEANING
B. Comply with additional requirements where specified within various technical sections of these specifications.
A. Remove grease, dust, dirt, stains, labels, and other foreign materials from sight exposed finished surfaces.
C. Instruct the Owner's Representative's personnel in operation, adjustment and maintenance of equipment and systems,
using the operation and maintenance data as the basis of instruction. B. Repair, patch and touch up marred surfaces to specified finish.
1.08 WARRANTIES AND BONDS C. Broom clean paved surfaces; rake clean other surfaces of grounds.
A. Provide duplicate, notarized copies. Execute Contractor's submittals and assemble documents executed by D. Keep project clean until it is accepted by the Owner's Representative whichever occurs first.
subcontractors, suppliers, and manufacturers. Provide table of con-tents and assemble in binder with a durable plastic
cover. * END OF SECTION
B. Submit material prior to final application for payment for equipment approved to be put into use during construction, submit
within ten (10) days after first operation. For items of Work delayed materially beyond date of Substantial Completion,
provide updated submittal within ten (10) days after acceptance, listing date of acceptance as start of warranty period.
1.09 SPARE PARTS AND MAINTENANCE MATERIALS
A. Provide products, spare parts, and maintenance materials in quantities specified in each section, in addition to that
required for completion of Work. Coordinate delivery to project site with the Owner's Representative and obtain receipt
prior to final payment.
* END OF SECTION
CLEANING
PART 1 GENERAL
' X
1.01 DESCRIPTION X
X
A. Work included: X
X
1. Keep premises and adjacent areas free from accumulations of waste, debris and rubbish caused by operation of this X
Contract.
ctS
2. At completion of Work, remove waste materials, rubbish, tools, equipment, machinery and surplus materials, and clean all .E
exposed surfaces; leave project clean and ready for occupancy.
CVWD SIGNATURE BLOCK AREA (o
These plans have been reviewed by the Coachella Valley Water District in
accordance with Water Code Title 7,Division 1,Chapter 3,Article 10.8,
/ram tl / Section 65597 et seq.requiring efficient landscape and irrigation design in
cooperation with the local governing agency(City or County).
*Approval of this drawing by CVWD staff does not constitute approval to Q)
QOD� Q� encroach into district and USBR Rights-of-Way. Trees,plants,walls,and
permanent structures of any kind may not be planted or installed in CVWD
and USBR easements or right-of-way without first obtaining an
encroachment permit from CVWD.
DATE WATER MANAGEMENT SUPERVISOR
CVWD PLAN#
DEVELOPMENT SERVICES SUPERVISOR
ENGINEER'S NOTE TO CONTRACTOR: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH No. DATE REVISIONS A d PREPARED FOR: PREPARED BY: BENCH MARK: DESIGNED BY: APPROVED BY: CITY OF PALM DESERT DRAWING NO.
Underground Service Alert GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND 01.28.08 SITE PLAPt CHANGES o LANDSCgpF
EFORE COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSIRUCTIONOF THE PROJECT, INCLUDING � � Curley roAR�ti ' # LOCATION: N0. 155 RC CIRCUIT CITY
0 ro SAFETY OF All.PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE �� °• '� I 1 „ L4.5
y o Gp Call: TOLL FREE LIMITED TO NORMAL WORKING HOURS, AND CONSRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD �" �> 2.5 BRONZE DISK STAMPED LS 4146 BM DESERT GATEWAY PHASE II
RMLESS c,P DESIGN PROFESSIONAL HA FROM MY AND ALL LIABILITY, REAL OF ALLEGED. IN CONNECTION WITH THE PERFORMANCE OF a w Development Resource Consultants, Inc. 1987 IN TOP OF CURB. NORTH SIDE OF DRAWN BY:
1 —8 OO WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL Civil Engineering - Land Surveying • Land PlanningCCAI,,-,.,N GERALD FORD DR. AT THE EAST B.C.R.
— THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PUNS WERE OBTAINED BY ADRC SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON S. ROCHE 176 AVENUE, SUITE 1, ( C U M M I N G S C N R L E Y ANo A S S 0 C I A T E S, INCEAST ON MONTEREY AVE. 2.0' E'LY OF ML
2 2 2 6OO ONTARIO, CA 91761 (909) 230-5241, FAX 909) 230-5246 SR�5fflcations
ON THESE PLANS. THE CON11tACTOR IS REQUIRED lO TAKE ALL PRECAUiIONSRY MEASURES TO PROTECT THE UTILIDES SHOWN, L A N o s c A P � a R c �+ i �r E c �- s B.C.R,
AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 12-3 9 776 EAST GREEN STREET,SUITE 240, PASADENA,CALIFORNIA 91101 EAST CORNER OF
TWO WORKING DAYS UNAUTHORIZED CHANGES & USES: CONstRUCnON CONTRACTOR AGREES t}U1T IN ACCORDANCE WITH sr a�P TEL. 626.683,8182 CHECKED BY: MONTEREY AVENUE AND 35th STREET
BEFORE YOU DIG GENERALLY ACCEPTED CONSTRUCTIONGEE PRACTICES, CONSTRUCTION CONTRACTOR WILL A REQUIRED 1I ASSUME SOLE AND qrF OF CAL%FOE` CA 3583 AZ 30100 Vr 377204 NM 31 2 NV 578 CLARB 319 ELEV.: 316.435 (NGVD29)
COMPLETE RESPONSIBRM FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSIRUCTIONOF THE PROJECT, INCLUDING RC W.O. U01-230 FOR: XX F.B. XX