Development Application

City of El Mirage — Regular Meeting (2024-08-20)

Extracted text (via pymupdf) 166823 characters

PUEBLO EL MIRAGE RV RESORTS
11201 NORTH EL MIRAGE ROAD
EL MIRAGE, AZ 85335
1641 W. MOUNTAIN VIEW DR.
MESA, AZ 85201
STUDIOTYPEX.COM
520-891-4207
06/04/2024
DG
TYPE-X DESIGN STUDIO
ALL
REPORTS,
DRAWINGS,
SPECIFICATIONS,
COMPUTER
FILES,
FIELD
DATA,
NOTES,
OTHER
DOCUMENTS
AND
INSTRUMENTS
PREPARED
BY THE
DESIGNER
AS INSTRUMENTS
OF SERVICE
SHALL
REMAIN
THE
PROPERTY
OF THE
DESIGNER,
TYPE-X
DESIGN
STUDIO,
LLC.
THE
DESIGNER
SHALL
RETAIN
ALL
COMON
LAW,
STATUTORY
AND
OTHER
RESERVED
RIGHTS,
INCLUDING
COPYRIGHT
THERETO.
THE
USE
OF THIS
DRAWING
SHALL
BE RESTRICTED
TO THE
ORIGINAL
SITE
FOR
WHICH
IT WAS
PREPARED
AND
PUBLICATION
THEREOF
IS EXPRESSLY
LIMITED
TO SUCH
USE.
REUSE,
REPRODUCTION
OR PUBLICATION
BY ANY
METHOD
IS PROHIBITED
WITHOUT
WRITTEN
CONSENT
FROM
TYPE-X DESIGN STUDIO
2023-04
SHEET #
DATE
SCALE
PROJECT #
DRAWN BY
FITNESS BUILDING- T.I. & ADDITION
SYMBOLS
ABBREVIATIONS
ARCHITECTURAL GENERAL NOTES
PROJECT DESCRIPTION
VICINITY MAP
PROJECT DATA
PROJECT DIRECTORY
ADOPTED CODES
NORTH
D
2
AE411
1
AE203
1
2
3
4
AE204
LOBBY
105
X
AE201
2
AE303
3
AE303
3
1
TO FACE OF FRAMING OR
CENTERLINE OF STRUCTURE
12'-0"
CONSTRUCTION LIMITS
ELEVATION/DATUM REFERENCE
COLUMN OR GRID LINE
CONSTRUCTION LIMITS
KEY FOR ENLARGED PLAN
REVISION
MATCH LINE
EXTERIOR ELEVATION
PARTITION TYPE
INTERIOR ELEVATION
WINDOW IDENTIFICATION
DOOR IDENTIFICATION
KEYNOTE REFERENCE
ROOM NAME AND NUMBER
DIMENSION LINE
NORTH ARROW
BUILDING SECTION
WALL SECTION
DETAIL
NEW / EXISTING
SIDE MATCHED TO
SHEET NUMBER-
SHEET NUMBER
SECTION DESIGNATION
SECTION DESIGNATION
ELEVATION DESIGNATION
SHEET NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
SHEET NUMBER
ROOM NUMBER
DOOR #
ROOM NAME
TRUE NORTH
MATCH LINE
AE303
ELEVATION CHANGE REFERENCE
MATERIAL CHANGE REFERENCE
CPT
CT
3
ELEVATION DESIGNATION
WINDOW ELEVATION TYPE
KEYNOTES
CFCI
Contractor Furnished Contractor Installed
CFOI
Contractor Furnished Owner Installed
C.L.
Center Line
CLR
Clear
CMU
Concrete Masonry Unit
CATV
Cable TV
CER.
Ceramic
CONC. Concrete
CONST. Construction
CIM.
Dimension
DWG
Drawing
EQ
Equal
FE
Fire Extinguisher
FF
Finish Floor Elevation
GA
Gauge
GC
General Contractor
GL
Glazing
HR
Hour
MAX
Maximum
MECH
Mechanical
MEP
Mechanical Electrical & Plumbing
MIN
Minimum
MO.
Masonry Opening
N
North
NIC
Not in Contract
N.T.S.
Not to scale
OC.
On Center
OFCI
Owner Furnished Contractor Installed
OFOI
Owner Furnished Owner Installed
PLYWD Plywood
PREFAB Prefabricated
R.O.
Rough Opening
R.O.W. Right of Way
SF
Square Feet
SIM
Similar
STC
Sound Transmission Coefficient
STD
Standard
STRU
Structural
TOJ
Top of Joist
TYP
Typical
UNO
Unless Noted Otherwise
VIF
Verify in Field
1.
COMPLY WITH ALL APPLICABLE CODES
AND ORDINANCES.
2.
DISTRIBUTE CONSTRUCTION DOCUMENTS
TO BIDDERS AND SUBCONTRACTORS IN
COMPLETE SETS INCLUDING SPECIFICATIONS.
INCLUDE DRAWINGS D AS INDICATED BY THE
SHEET INDEX. ENSURE THAT SUBCONTRACTORS
BID ON ALL ITEMS ASSOCIATED WITH THEIR
RESPECTIVE TRADE.
3.
VISIT THE JOB SITE AND INSPECT THE
PREMISES TO CHECK EXISTING WORKING
CONDITIONS. SHOULD CONDITIONS BE
DISCOVERED WHICH WOULD IMPEDE THE WORK,
REPORT IMMEDIATELY THOSE CONDITIONS TO
THE ARCHITECT. COMMENCEMENT OF THE
WORK IS A REPRESENTATION THAT THE EXISTING
CONDITIONS ARE ACCEPTABLE. FAILURE TO
NOTIFY ARCHITECT OF ANY ADVERSE
CONDITIONS PRIOR TO COMMENCING
CONSTRUCTION CONSTITUTES FULL
SATISFACTION WITH THE EXISTING CONDITIONS
AND THE INTENTION TO PERFORM THE WORK
WITH NO INCREASE EITHER IN TIME OR MONEY
FOR ANY IMPEDIMENTS TO THE WORK.
4.
CHECK ALL DIMENSIONS, INSPECT AND
FIELD MEASURE PROJECT PRIOR TO
FABRICATION OF ANY COMPONENT OR
ORDERING ANY MATERIAL TO ENSURE PROPER
FITTING OF THE WORK. REPORT ANY
DISCREPANCIES BETWEEN THE DRAWINGS AND
THE SITE TO THE ARCHITECT BEFORE
PROCEEDING. COMMENCEMENT OF WORK OF
ANY TRADE INDICATES ACCEPTANCE OF
EXISTING CONDITIONS AND THE WORK OF
PREVIOUS TRADES.
5.
VERIFY ALL DIMENSIONS AND
CONDITIONS AT THE BUILDING SITE. IF A
DIMENSIONAL DISCREPANCY IS NOTICED OR A
CONDITION NOT COVERED IN THE DRAWINGS IS
ENCOUNTERED, NOTIFY THE ARCHITECT BEFORE
COMMENCING WITH THAT PORTION OF THE
WORK.
6.
NOTIFY THE ARCHITECT OF ANY
DISCREPANCIES PRIOR TO START OF
CONSTRUCTION AND FOLLOW UP IN WRITING
WITHIN TWO WORKING DAYS.DIMENSIONS TAKE
PRECEDENCE OVER SCALE ON CONSTRUCTION
DOCUMENTS. DO NOT SCALE DRAWINGS.
7.
PLANS AND SPECIFICATIONS ARE
COMPLEMENTARY AND ARE INTENDED TO
INCLUDE OR IMPLY ALL ITEMS REQUIRED FOR
THE PROPER EXECUTION AND COMPLETION OF
WORK. ANY ITEM OR WORK MENTIONED IN THE
SPECIFICATIONS AND NOT SHOWN ON THE
DRAWINGS, OR SHOWN ON THE DRAWINGS AND
NOT MENTIONED IN THE SPECIFICATIONS, SHALL
BE PROVIDED AS IF INCLUDED BY BOTH.
8.
BECOME FAMILIAR WITH OWNER'S OR
FACILITY'S REQUIREMENTS PRIOR TO BIDDING
AND COMPLY WITH THESE REQUIREMENTS. THIS
INCLUDES, BUT IS NOT LIMITED TO BUILDING AND
SITE SECURITY.
9.
ALL MANUFACTURED ARTICLES,
MATERIALS AND EQUIPMENT SHALL BE APPLIED,
INSTALLED, CONNECTED, ERECTED, USED,
CLEANED AND CONDITIONED IN ACCORDANCE
WITH THE MANUFACTURERS' WRITTEN
SPECIFICATIONS OR INSTRUCTIONS UNLESS
HEREINAFTER SPECIFIED TO THE CONTRARY.
10.
SUPERVISE AND DIRECT THE WORK
USING SKILL AND ATTENTION. THE CONTRACTOR
SHALL BE SOLELY RESPONSIBLE FOR ALL
CONSTRUCTION AND/OR INSTALLATION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND
PROCEDURES AND FOR COORDINATING ALL
PORTIONS OF THE WORK PROVIDED UNDER THE
CONTRACT.
11.
EXECUTE ALL WORK IN A NEAT AND
PROFESSIONAL MANNER, ACCEPTABLE TO
OWNER.
12.
COORDINATE THE REMOVAL AND LEGAL
DISPOSAL OF MATERIALS AND RUBBISH WITH THE
BUILDING MANAGEMENT.COORDINATE ALL PARTS
OF THE WORK SO THAT NO WORK SHALL BE LEFT
IN AN UNFINISHED OR INCOMPLETE CONDITION.
13.
ITEMS NOT INDICATED IN THESE
DOCUMENTS THAT CAN BE LEGITIMATELY AND
REASONABLY INFERRED TO COMPLETE THE
WORK AT HAND SHALL BE FURNISHED AS THOUGH
IT WAS DETAILED HEREIN USING THE BEST
MATERIALS AND WORKMANSHIP.
14.
INCLUDE IN BID THE HIGHEST QUALITY
AND GREATEST QUANTITY FOR PURPOSE OF
RESOLVING CONFLICTS IN THE CONSTRUCTION
DOCUMENTS WHICH ARE IMPLIED OR UNDEFINED.
15.
NO SUBSTITUTIONS FOR ITEMS
SPECIFIED WILL BE ACCEPTED WITHOUT PRIOR
WRITTEN APPROVAL FROM THE ARCHITECT.
SUPPLY THE ARCHITECT WITH ALL SAMPLES AND
COMPARATIVE PRODUCT DATA REQUIRED TO
EVALUATE PROPOSED SUBSTITUTIONS IN A
TIMELY MANNER SO AS NOT TO PRECLUDE
PROCUREMENT OF THE PRODUCT ORIGINALLY
SPECIFIED OR ANY PROPOSED SUBSTITUTE.
16.
PROTECT EXISTING CONDITIONS AND
NEW WORK FROM DAMAGE DURING
CONSTRUCTION. REPAIR AT NO COST TO THE
OWNER ANY DAMAGE TO ALL EXISTING
CONDITIONS, COMPLETED WORK OR WORK BY
OTHERS INCURRED WHILE FULFILLING THE
OBLIGATIONS OF THIS CONTRACT.
17.
PATCH, REPAIR, REPLACE & FINISH ANY
FLOOR, WALL, OR CEILING TO MATCH ADJACENT
DUE TO ANY DEMOLITION.
18.
JUNCTURES OF NEW AND EXISTING OR
OTHER WORK SHALL BE REPAIRED AND PATCHED
TO MATCH ADJACENT EXISTING SURFACES.
EXISTING WALLS REQUIRING MODIFICATIONS OF
ANY KIND SHALL BE REFINISHED TO THE NEAREST
OUTSIDE OR INSIDE CORNER.
19.
ALL EXISTING WALLS TO REMAIN ARE TO
BE PATCHED AND MADE PAINT READY TO A LEVEL
4 FINISH FOR NEW WALL FINISHES.
20.
PATCH AND REPAIR ALL FIREPROOFING,
IF PRESENT, THAT IS DAMAGED OR REMOVED BY
CONSTRUCTION OR DEMOLITION.
21.
COORDINATE WITH ALL TRADES THE
STORAGE OF BUILDING MATERIALS ON THE SITE
TO AVOID OVERLOADING. COMPLY WITH LOCAL
ORDINANCES AND OWNER OR FACILITY
REQUIREMENTS FOR STORAGE OF MATERIALS.
21.
COORDINATE WITH ALL TRADES THE
STORAGE OF BUILDING MATERIALS ON THE
SITE TO AVOID OVERLOADING. COMPLY WITH
LOCAL ORDINANCES AND OWNER OR FACILITY
REQUIREMENTS FOR STORAGE OF MATERIALS.
22.
TAKE MEASURES TO ELIMINATE
AIRBORNE PARTICLES IN ADJACENT SPACES
NOT COVERED UNDER THE WORK OF THIS
CONTRACT.
23.
PROVIDE A WRITTEN TWO YEAR
WARRANTY FOR ALL WORK PROVIDED UNDER
THE CONTRACT IN ADDITION TO INDIVIDUAL
PRODUCT AND MANUFACTURER WARRANTIES.
SUCH WARRANTY SHALL NOT LIMIT ANY OTHER
WARRANTY, GUARANTY OR REMEDY
REQUIRED BY LAW OR BY THE CONSTRUCTION
DOCUMENTS
24.
PROVIDE AND PAY FOR ALL LABOR,
MATERIALS, EQUIPMENT, TOOLS,
CONSTRUCTION EQUIPMENT AND MACHINERY,
TRANSPORTATION, PERMITS, FEES AND OTHER
FACILITIES AND SERVICES NECESSARY FOR
PROPER EXECUTION AND COMPLETION OF THE
WORK.
25.
SUBMIT SHOP DRAWINGS AND
PRODUCT DATA TO ARCHITECT FOR APPROVAL
PRIOR TO FABRICATION OR PURCHASING.
26.
ALL MATERIALS AND EQUIPMENT
FURNISHED UNDER THIS CONTRACT SHALL BE
NEW UNLESS OTHERWISE SPECIFIED. ALL
WORK SHALL BE GOOD QUALITY, FREE FROM
FAULTS AND DEFECTS AND IN CONFORMANCE
WITH THE CONSTRUCTION DOCUMENTS. ALL
WORK NOT CONFORMING TO THESE
STANDARDS MAY BE CONSIDERED DEFECTIVE.
NO INFERIOR OR NON-CONFORMING WORK OR
MATERIALS WILL BE ACCEPTED WHETHER
DISCOVERED AT THE TIME THEY ARE
INCORPORATED IN THE WORK OR AT ANY TIME
BEFORE OR AFTER THE FINAL ACCEPTANCE.
FURNISH SATISFACTORY EVIDENCE AS TO THE
KIND AND QUALITY OF MATERIALS AND
EQUIPMENT AT THE ARCHITECTS REQUEST.
27.
IF APPLICABLE, ALL OPENINGS IN
FLOOR SLABS, INCLUDING THOSE FOR DUCTS,
CONDUIT, PIPING, ETC. (EXCEPT THOSE
COMPLETELY ENCLOSED BY FIRE-RESISTIVE
SHAFT CONSTRUCTION) MUST BE SLEEVED OR
OTHERWISE SEALED AT THEIR PERIMETER
WITH APPROVED METHODS TO MAINTAIN THE
FIRE-RATING CONTINUITY OF THE FLOOR
CONSTRUCTION.
28.
ALL OPENINGS IN FIRE-RATED WALLS
AND FLOOR / CEILING ASSEMBLIES INCLUDING
DUCTS, CONDUIT, PIPING, ETC. MUST BE FILLED
WITH APPROVED MATERIALS IN FIRE RATED
ASSEMBLIES TO MAINTAIN THE FIRE-RATING
CONTINUITY OF THE WALL CONSTRUCTION.
29.
WALL AND/OR CEILING ASSEMBLIES
THAT ARE IDENTIFIED WITH A FIRE-RESISTANCE
RATING SHALL BE CONSTRUCTED PER U.L.
REQUIREMENTS, MANUFACTURER'S
SPECIFICATIONS AND THE REQUIREMENTS OF
ALL APPLICABLE CURRENT CODES.
30.
PATCH ALL EXISTING OPENINGS AND
STUB-OUTS THAT WILL CONFLICT WITH NEW
WORK.
31.
PROVIDE EMPTY CONDUIT AND
JUNCTION BOXES FOR TELEPHONE / DATA
SYSTEMS.PROVIDE PROPER SHORING AND
DISCONNECTION OF ALL UTILITIES BEFORE
COMMENCING DEMOLITION.
32.
COORDINATE, LOCATE AND CONFIRM
THE LOCATION OF UNDERGROUND, BELOW
FLOOR, AND OVERHEAD PLUMBING,
MECHANICAL AND ELECTRICAL.
33.
PROVIDE NO SMOKING OR SMOKE
FREE SIGNAGE AT ALL POINTS OF ENTRY TO
THE BUILDING. SIGNS SHALL STATE THAT THIS
IS A NO SMOKING ESTABLISHMENT OR HAVE
THE INTERNATIONAL NO SMOKING SYMBOL
WITH LETTERS OR SYMBOLS NOT LESS THAN
3" IN HEIGHT.
34.
ALL DOORS TO BE OPERABLE FROM
THE INSIDE WITHOUT THE USE OF A KEY OR
SPECIAL KNOWLEDGE OR EFFORT.
35.
ALL INTERIOR OR EXTERIOR GLASS
SUBJECT TO HUMAN IMPACT SHALL CONFORM
TO STANDARDS SET FORTH BY THE IBC AND
THE SAFETY STANDARD FOR ARCHITECTURAL
GLAZING MATERIALS, TITLE 16 CFR PART 1201
AS ISSUED BY THE CONSUMER PRODUCT
SAFETY COMMISSION, EFFECTIVE JULY 6, 1972,
INCLUDING ALL AMENDMENTS TO DATE. IN
CASE OF CONFLICT THE MORE STRINGENT
REQUIREMENTS SHALL APPLY.
36.
PROVIDE BLOCKING AND ELECTRICAL
CONNECTIONS FOR ALL MILLWORK,
CASEWORK, ART, LIGHTING, PLUMBING AND
OTHER WALL HUNG ITEMS. PROVIDE 2 X WOOD
BLOCKING OR 6" X 16 GA. CONCEALED SHEET
METAL BLOCKING FOR ALL WALL HUNG ITEMS
UNLESS NOTED OTHERWISE.
37.
ALL SIGNS REQUIRE SEPARATE
PERMITS AND APPROVALS.
38.
NO EXTERIOR VENDING OR DISPLAY
SHALL BE ALLOWED.
39.
ALL ROOF-MOUNTED
OR GROUND-MOUNTED MECHANICAL, UTILITY,
AND COMMUNICATION EQUIPMENT INSTALLED
OR PERMITTED WITH THIS APPROVAL SHALL
BE SCREENED FROM VIEW.
40.
ALL EQUIPMENT, UTILITIES, OR OTHER
APPURTENANCES ATTACHED TO THE BUILDING
SHALL BE AN INTEGRAL PART OF THE BUILDING
DESIGN IN TERMS OF FORM, COLOR, AND
TEXTURE.
41.
PROVIDE "NO SMOKING" OR SMOKE
FREE SIGNAGE AT ALL POINTS OF ENTRY TO
THE BUILDING. SIGNS SHALL STATE THAT THIS
IS A NO SMOKING ESTABLISHMENT OR HAVE
THE INTERNATIONAL NO SMOKING SYMBOL
WITH LETTERS OR SYMBOLS NOT LESS THAN
3" IN HEIGHT.
42.
GENERAL CONTRACTOR IS
RESPONSIBLE TO FOLLOW ALL APPLICABLE
CODES AND STANDARDS AS ADOPTED[TED BY
THE LOCAL JURISDICTION. ANY OMISSIONS OR
DISCREPANCIES WITHIN THE CONSTRUCTION
DOCUMENTS SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT PRIOR TO
COMMENCEMENT OF THAT PORTION OF WORK.
NORTH
11201 N. EL MIRAGE ROAD, EL MIRAGE, AZ 85355 (NOT TO SCALE)
CITY OF EL MIRAGE BUILDING CODES (WITH AMENDMENTS):
FIRE DEPT. NOTES
SHEET INDEX
SHEET
SHEET NAME
+10'-0"
T.O. CANOPY

+10'-0"
T.O. CANOPY

SPECIAL INSPECTIONS
PROJECT TYPE
FITNESS CENTER - A-3 ASSEMBLY OCCUPANCY
OWNER NAME
PUEBLO EL MIRAGE LLC
PROJECT ADDRESS
11201 N EL MIRAGE ROAD, EL MIRAGE 85335
PARCEL NUMBER
APN: 501-85-927 (TRACT A)
MCR#: 275-45
SUBDIVISION: PUEBLO EL MIRAGE RV RESORT
LOT SIZE:
482,817 S.F. (11.08 ACRES)
ZONING (EXISTING UNCHANGED)
MP: MOBILE PARK
OVERLAY DISTRICT: ARS 28-8481 MILITARY COMPATIBILITY LAND USE
CURRENT LAND USE: MOBILE HOME PARK/ GOLF COURSE
PROPOSED LAND USE: EXISTING UNCHANGED/ INDOOR RECREATION
FITNESS BUILDING INFORMATION:
LEVELS: 1 ( TO REMAIN THE SAME)
EXISTING BUILDING S.F.: 4,493 S.F.
EXISTING PERGOLA: 665 S.F. (TO BE DEMOLISHED)
NEW ADDITION S.F.: 2,160 S.F.
NEW COVERED PATIO S.F.: 896 S.F.
TOTAL UNDER ROOF:
EXISTING BUILDING + ADDITION= 6,653 S.F.
NEW COVERED PATIO = 896 S.F.
LOT COVERAGE: REFER TO SHEET A1.00 FOR MORE INFORMATION
BLDG A = 12,482 S.F.
BLDG B = 22,564 S.F.
BLDG C & D = 17,223 S.F.
BLDG E + HARDSCAPE +POOL+SPA= 69,715 S.F.
BLDG F= 16,824 S.F.
TENNIS = 16,119 S.F.
PICKLE BALL & MISCELLANEOUS = 28,987 S.F.
PARKING = 49,316 S.F.
TOTAL IMPERVIOUS AREA = 233,310 S.F.
TOTAL LOT COVERAGE= (233,310 / 482,817) * 100= 49%
ALLOWABLE LOT COVERAGE = 80%
NEW BUILDING TYPE: V-B
PROPOSED BUILDING- NOT SPRINKLERED
OCCUPANCY LOAD= 49
OCCUPANCY TYPE= B (UNDER 50)
MAX. S.F. ALLOWABLE = 9,000 S.F. NOT SPRINKLERED
BUILDING HEIGHT : EXISTING UNCHANGED AT 18'-0" A.F.F ( TO BE FIELD VERIFIED)
ALLOWABLE BUILDING HEIGHT: 30 FT
PARKING FOR FITNESS BUILDING & SURROUNDING AREA IS EXISTING AND TO REMAIN
UNCHANGED
REQUIRED PARKING FOR FITNESS BUILDING = 1 SPACE PER 200 S.F.
TOTAL SPACES REQUIRED= FITNESS BUILDING AREA 3,912 S.F. / 200 = 20 SPACES
ACCESSIBLE SPACES REQUIRED = 1 SPACE
PARKING AVAILABLE ON S. PARK PLACE @ FITNESS BUILDING
PARKING SPACES AVAILABLE = 14
ACCESSIBLE PARKING SPACES AVAILABLE = 04
PARKING AVAILABLE ON S. PARK PLACE @ GAME BUILDING/ BAR & GRILL
PARKING SPACES AVAILABLE = 11
ACCESSIBLE PARKING SPACES AVAILABLE = 02
NOTE: THERE IS NO CHANGE OF OCCUPANCY OR USE TO THIS BUILDING
"ANY CHANGE OF USE OR OCCUPANCY OF ANY BUILDING OR BUILDINGS, INCLUDING ADDITIONS
THERETO REQUIRING MORE PARKING, SHALL NOT BE PERMITTED UNTIL SUCH ADDITIONAL
PARKING SPACES AS REQUIRED BY THIS CHAPTER ARE FURNISHED "
2018 INTERNATIONAL BUILDING CODE (IBC)
2018 INTERNATIONAL RESIDENTIAL CODE (IRC)
2018 PHOENIX FIRE CODE (IFC)
2017 NATIONAL ELECTRICAL CODE (NEC)
2018 INTERNATIONAL MECHANICAL CODE (IMC)
2018 INTERNATIONAL PLUMBING CODE (IPC)
2018 INTERNATIONAL FUEL GAS CODE (IFGC)
2018 INTERNATIONAL ENERGY CONSERVATION CODE (IECC)
2018 INTERNATIONAL EXISTING BUILDING CODE (IEBC)
2010 ADA GUIDELINES FOR ACCESSIBLE DESIGN
GENERAL
G1.00
COVER SHEET
GRADING AND DRAINAGE
REFER TO CIVIL DRAWINGS
NTS
COVER SHEET
CIVIL SHEETS
FOOD SERVICE SHEETS
MECHANICAL SHEETS
PLUMBING SHEETS
ELECTRICAL SHEETS
ARCHITECTURAL SHEETS
STRUCTURAL SHEETS
OVERALL SITE PLAN FOR REFERENCE
A1.00
THIS PROJECT IS BEING SUBMITTED FOR A TENANT IMPROVEMENT AND MINOR
EXPANSION FOR THE EXISTING FITNESS CENTER AT THE PUEBLO EL MIRAGE RV
RESORT. THE EXISTING PERGOLA WILL BE DEMOLISHED AND REPLACED WITH A NEW
OUTDOOR PATIO AND A NEW WATERING HOLE TO ENHANCE THE POOL EXPERIENCE
FOR THE GUESTS.
THERE WILL ALSO BE IMPROVEMENTS TO THE EXISTING POOL LANDSCAPE AREAS TO
CERATE A MORE DYNAMIC AND IMPROVED FITNESS CENTER FOR THE GUESTS.
1.
MOUNT MINIMUM 2: A-10: BC RATED FIRE EXTINGUISHER(S) IN ACCORDANCE
WITH THE INTERNATIONAL FIRE CODE AND NFPA 10. FIRE EXTINGUISHER
QUANTITY & LOCATION(S) SHALL BE APPROVED BY THE FIRE INSPECTOR.
2.
EXIT & EMERGENCY LIGHTING SHALL COMPLY WITH CITY ORDINANCE & IFC. SEE

ELECTRICAL.
3. FIRE LANES TO BE ESTABLISHED AND/OR MAINTAINED.
4.
CONTRACTOR TO VERIFY EXISTING AND/OR REQUIRED FIRE HYDRANT(S)
INSTALLATION & MARKED WITH A BLUE REFLECTOR PRIOR TO CERTIFICATE Of

OCCUPANCY.
5.
ESTABLISH & MAINTAIN 20' OF ACCESS TO ALL STRUCTURES FROM THE PUBLIC
ROADWAY DURING CONSTRUCTION.
6.
PROVIDE A NEW KNOX BOX IF ONE DOES NOT EXIST ON BUILDING. MOUNT BY
MAIN ENTRANCE 4'-6" A.F.F. PROVIDE A DOOR KEY FROM TENANT AND PLACE IN
KNOX BOX.
7.
NUMERICAL PREMISES ID MUST BE LEGIBLE FROM STREET OR DRIVE. ADDRESS
AND BUILDING NUMBERS FOR COMMERCIAL PROPERTIES SHALL BE MINIMUM OF
12 INCHES (305 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 2.0 INCH (51 MM).
UNITS WITHIN A BUILDING SHALL BE A MINIMUM OF 6 INCHES (152 MM) HIGH WITH
A MINIMUM STROKE WIDTH OF 1.0 INCH (25.4 MM). INDIVIDUAL UNIT OR SUITE
NUMBERS SHALL BE MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM
STROKE WIDTH OF 0.5 INCH (12.7 MM).
LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF MARICOPA,
STATE OF ARIZONA, AND IS DESCRIBED AS FOLLOWS:
Parcel No. 1:
Tracts A through T, and Lots 1 through 931, inclusive, and Lots 1018 through 1046, inclusive, and
Lots 1076 through 1100, inclusive and Lots 1111 through 1194, inclusive and Lots 1228 through
1249, inclusive, Pueblo El Mirage R.V. Resort, According to Book 275 of Maps, Page 45, and
Affidavit of Correction Recorded July 2, 1985 in Recording No. 1985-0309019, records of Maricopa
County, Arizona;
ExceptLots 1,2,4,23,24,25,26,28,29,33,34,35,36,37,39,43,45,49, 70, 71,72, 73, 74, 75, 76,
152,161,182,187,189,221,222,223,226,267,276,303,337,338,351,352,353,354,355,368,373,
448,482,575,576,617,618,623,624,629,630,631,632,633,697,698,699,700,701,702,703,704,
710,711,712,714,717,720,721,722,725,726,727,728,729,730,731,732, 733,1144,1145, 1150,
1230,1231,1232,1233,1234,1235, 1236, 1237, 1244, 1245, 1246, 1247,1248,
1249 and Tracts H, L, M, N, and T of said Pueblo El Mirage R.V. Resort.
Parcel No. 2:
The North 115 feet of the West 125 feet of Tract M, Pueblo El Mirage R.V. Resort, according to
Book 275 of Maps, Page 45, and Affidavit of Correction Recorded July 2, 1985 in Recording No.
1985-309019, records of Maricopa County, Arizona.
Parcel No. 3:
Lots 1358 through 1380, inclusive, Pueblo El Mirage R.V. Resort, According to Book275 of Maps,
Page 45, and Affidavit of Correction Recorded July 2, 1985 in Recording No.1985-0309019,
records of Maricopa County, Arizona;
Except any portion lying within The Fairways, according to Book 775 of Maps, Page 43, records of
Maricopa County, Arizona.
SEPARATE PERMIT
OWNER
PUEBLO EL MIRAGE, LLC
8350 E. RAINTREE DR., STE 220, SCOTTSDALE, AZ 85260
CONTACT: CHAD SUSNIK (PROJECT MANAGER)
EMAIL:CSUSNIK@ROBERTSRC.COM
CIVIL ENGINEER
SBL ENGINEERING, LLC
CONTACT: CRAIG BAKER
PHONE:480.290.9630
EMAIL: CRAIG@SBL-ENG.COM
PROJECT DESIGNER
TYPE-X DESIGN STUDIO
1641 W. MOUNTAIN VIEW DR., MESA AZ 85201
CONTACT: DAVINA GRIFFIS, AIA ASSOCIATE
PHONE: 520-891-4207
EMAIL: DAVINAG@STUDIOTYPEX.COM
ARCHITECT OF RECORD
CONTACT: MATT IHMS
PHONE: 480-266-8193
EMAIL: MATT.IHMS@GMAIL.COM
STRUCTURAL ENGINEER
BABBITT SMITH ENGINEERING
1140 E GREENWAY ST. SUITE 2, MESA, AZ 85203
CONTACT: FELIPE BABBITT
PHONE: 602-430-1832
EMAIL:FELIPE@BABBITTSMITH.COM
MECHANICAL, PLUMBING & ELECTRICAL ENGINEERING
PEARSON ENGINEERING ASSOCIATES
8825 N 23RD AVE , PHOENIX, AZ 85021
PHONE:602.264.0807
MECHANICAL & PLUMBING CONTACT: ZACH CORCORAN
EMAIL: ZCORCORAN@PEAENG.COM
ELECTRICAL: ROBERT NEWTON
EMAIL:RNEWTON@PEAENG.COM
LANDSCAPE ARCHITECT
GREEY PICKETT
7144 E. STETSON DRIVE, SUITE 205, SCOTTSDALE, AZ 85251
PHONE: 480.609.0009
CONTACT: WENDELL PICKETT/ SARA ARMGARDT
EMAIL:WPICKETT@GREEYPICKETT.COM/SARMGARDT@GREEYPICKETT.COM
FOOD SERVICE/ KITCHEN CONSULTANT
THE WASSERSTROM COMPANY
CONTACT: BRITANNY KIMES
PHONE: 480-743-9119
EMAIL: BRITTANYKIMES@WASSERSTROM.COM
SPECIFICATIONS
EXTERIOR ELEVATIONS
DEMOLITION SHEETS
D1.00
DEMOLITION SITE PLAN
A5.01
LANDSCAPE SHEETS
SCOPE OF WORK
EXIST. FITNESS BLDG.
SITE
COVER SHEET
L0.00
LAYOUT PLANS
L2.01
LAYOUT PLANS
L2.02
PLANTING PLANS
L3.01
SITE PLAN-PROPERTY BOUNDARIES
A1.02
SITE PLAN AMENDMENT-SUB.1
CG1
COVER SHEET
CG2
CONCEPT GD SHEET
CG3
SECTIONS SHEET
COLORED EXTERIOR ELEVATIONS
A5.02
MATERIALS SCHEDULE
L0.01
PLANTING PLANS
L3.02
IRRIGATION PLANS
L4.01
IRRIGATION PLANS
L4.02
LIGHTING PLAN
L5.01
DETAILS
L6.01
DETAILS
L7.01
DETAILS
L7.02
PLANTING SPECIFICATIONS
L8.01
IRRIGATION SPECIFICATIONS
L8.02
SITE PLAN
A1.01
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65314
MATTHEW
IHMS
06/05/2024
EXPIRES 12/31/2026

1
EXISTING POOL TO REMAIN
1
1
3
EXISTING SPA
TO BE
DEMOLISHED
EXISTING POOL
TO REMAIN
EXISTING POOL
EQUIPMENT
TO REMAIN
PUEBLO EL MIRAGE RV RESORTS
11201 NORTH EL MIRAGE ROAD
EL MIRAGE, AZ 85335
1641 W. MOUNTAIN VIEW DR.
MESA, AZ 85201
STUDIOTYPEX.COM
520-891-4207
06/04/2024
DG
TYPE-X DESIGN STUDIO
ALL
REPORTS,
DRAWINGS,
SPECIFICATIONS,
COMPUTER
FILES,
FIELD
DATA,
NOTES,
OTHER
DOCUMENTS
AND
INSTRUMENTS
PREPARED
BY THE
DESIGNER
AS INSTRUMENTS
OF SERVICE
SHALL
REMAIN
THE
PROPERTY
OF THE
DESIGNER,
TYPE-X
DESIGN
STUDIO,
LLC.
THE
DESIGNER
SHALL
RETAIN
ALL
COMON
LAW,
STATUTORY
AND
OTHER
RESERVED
RIGHTS,
INCLUDING
COPYRIGHT
THERETO.
THE
USE
OF THIS
DRAWING
SHALL
BE RESTRICTED
TO THE
ORIGINAL
SITE
FOR
WHICH
IT WAS
PREPARED
AND
PUBLICATION
THEREOF
IS EXPRESSLY
LIMITED
TO SUCH
USE.
REUSE,
REPRODUCTION
OR PUBLICATION
BY ANY
METHOD
IS PROHIBITED
WITHOUT
WRITTEN
CONSENT
FROM
TYPE-X DESIGN STUDIO
2023-04
SHEET #
DATE
SCALE
PROJECT #
DRAWN BY
FITNESS BUILDING- T.I. & ADDITION
1/16"=1'-0"
DEMO SITE PLAN
1
SCALE: 1/16"=1'-0"
0
4'
8'
16'
DEMO SITE PLAN
NORTH
A.
VERIFY EXISTING CONDITIONS AND NOTIFY
ARCHITECT/DESIGNER IN WRITING OF ANY
DISCREPANCIES PRIOR TO PROCEEDING WITH ANY
WORK.
B.
ERECT AND MAINTAIN TEMPORARY PARTITIONS AS
REQUIRED TO PREVENT SPREAD OF DUST, DEBRIS,
ODOR, AND NOISE.
C.
CONDUCT DEMOLITION TO KEEP MINIMUM
INTERFERENCE WITH ADJACENT BUILDING AREAS.
D.
PROTECT EXISTING MATERIALS WHICH ARE NOT TO BE
DEMOLISHED.
E.
PREVENT MOVEMENT OF STRUCTURE; PROVIDE
BRACING AND SHORING.
F.
MAINTAIN PROTECTED EGRESS AND ACCESS TO THE
WORK.
G.
CEASE OPERATIONS IF STRUCTURE APPEARS TO BE IN
DANGER; NOTIFY THE ARCHITECT/DESIGNER. DO NOT
RESUME OPERATIONS UNTIL DIRECTED.
H.
IDENTIFY DESIGNATED UTILITIES WITHIN WORKING
AREA.
I.
MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN
SERVICE AND PROTECT THEM AGAINST DAMAGE
DURING SELECTIVE DEMOLITION OPERATIONS.
J.
MAINTAIN FIRE PROTECTION AND SECURITY SYSTEMS
IN SERVICES DURING DEMOLITION
OPERATIONS.COORDINATION SHALL BE WITH THE FIRE
DEPARTMENT OF THE AUTHORITY HAVING
JURISDICTION.
K.
EXCEPT WHERE NOTED OTHERWISE, REMOVE
DEMOLISHED MATERIAL FROM THE SITE. DO NOT BURN
OR BURY MATERIALS ON THE SITE.
L.
REMOVE DEMOLISHED MATERIALS FROM THE SITE AS
THE WORK PROGRESSES. UPON COMPLETION OF
WORK, LEAVE AREAS IN CLEAN CONDITION EACH DAY.
M.
IT IS NOT EXPECTED THAT HAZARDOUS MATERIALS
WILL BE ENCOUNTERED IN THE WORK. IF MATERIALS
SUSPECTED OF CONTAINING HAZARDOUS MATERIAL
ARE ENCOUNTERED, DO NOT DISTURB; IMMEDIATELY
NOTIFY ARCHITECT AND OWNER. OWNER WILL REMOVE
HAZARDOUS MATERIALS UNDER A SEPARATE
CONTRACT.
N.
INVESTIGATE ALL BUILDING ELEMENTS TO ENSURE
THAT THESE BUILDING ELEMENTS ARE NON BEARING.
IF BEARING, ENGINEERING SHOWING/BRACING
DESIGNS WILL BE REQUIRED.
O.
SITE WALK-THROUGH REQUIRED WITH
ARCHITECT/DESIGNER AFTER DEMOLITION HAS BEEN
COMPLETED.
P.
SECURE THE PROPERTY TO THE EXTENT POSSIBLE
DURING DEMOLITION.
DEMO GENERAL NOTES
1.
DEMOLISH EXISTING TRELLIS STRUCTURE
2.
DEMOLISH EXISTING PARAPET
3.
REFER TO BUILDING DEMOLITION PLAN FOR BUILDING
DEMO
DEMO KEYNOTES
LEGEND
EXISTING TO REMAIN
REFER TO LANDSCAPE DRAWINGS FOR
LANDSCAPE DEMOLITION
DEMOLISH EXISTING TRELLIS
STRUCTURE COMPLETELY
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65314
MATTHEW
IHMS
06/05/2024
EXPIRES 12/31/2026

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65314
MATTHEW
IHMS
06/05/2024
EXPIRES 12/31/2026

46"
21"
56"
TV
TV
TV
TV
TV
TV
NOT IN SCOPE
NOT IN SCOPE
NOT IN SCOPE
EXIST. SPA
NOT IN SCOPE
EXIST. SPA
OUTDOOR
DIINING
S. PARK PL.
EXISTING POOL TO REMAIN
NEW SPA
EXISTING POOL
TO REMAIN
FITNESS
BLDG.
ACCESS
SITE
ACCESS
POOL
ACCESS
LANDSCAPE AREA
REFER TO LANDSCAPE
DRAWINGS
LANDSCAPE AREA
REFER TO LANDSCAPE
DRAWINGS
LANDSCAPE AREA
REFER TO LANDSCAPE
DRAWINGS
LANDSCAPE AREA
REFER TO LANDSCAPE
DRAWINGS
LANDSCAPE AREA
REFER TO LANDSCAPE
DRAWINGS
A.P.N. 501-85-927
11201 E. EL MIRAGE
AREA= 482,817 S.F.
PARCEL
18'-214"
12'-612"
1 STORY
1
1
1
1
1
1
1
EXISTING POOL
EQUIPMENT
TO REMAIN
1
1
2
2
NEW ADDITION
EXIST.BLDG
EXIST. FF=
1107.05
3
3'-0"
4
SYNTHETIC
TURF
REFER TO
LANDSCAPE
DRAWINGS
6
EXISTING PRIVATE DRIVE- TO
REMAIN UNCHANGED
7
8
9
10
11
12
12
13
13
4'-0"
4'-0"
NEW
BLDG.ACCESS
4'-0"
13
4'-0"
13
4
3'-0"
14
14
14
14
14
14
14
14
14
15
EXISTING PARKING TO REMAIN UNCHANGED
16
1
A5.01
3
A5.01
2
A5.01
17
18
46"
21"
56"
TV
TV
TV
TV
TV
TV
NOT IN SCOPE
NOT IN SCOPE
NOT IN SCOPE
EXIST. SPA
NOT IN SCOPE
EXIST. SPA
OUTDOOR
DIINING
S. PARK PL.
EXISTING POOL TO REMAIN
NEW SPA
EXISTING POOL
TO REMAIN
FITNESS
BLDG.
ACCESS
SITE
ACCESS
POOL
ACCESS
LANDSCAPE AREA
REFER TO LANDSCAPE
DRAWINGS
LANDSCAPE AREA
REFER TO LANDSCAPE
DRAWINGS
LANDSCAPE AREA
REFER TO LANDSCAPE
DRAWINGS
LANDSCAPE AREA
REFER TO LANDSCAPE
DRAWINGS
LANDSCAPE AREA
REFER TO LANDSCAPE
DRAWINGS
A.P.N. 501-85-927
11201 E. EL MIRAGE
AREA= 482,817 S.F.
PARCEL
18'-2
1
4
"
12'-6
1
2"
1 STORY
1
1
1
1
1
1
1
EXISTING POOL
EQUIPMENT
TO REMAIN
1
1
2
2
NEW ADDITION
EXIST.BLDG
EXIST. FF=
1107.05
3
3'-0"
4
SYNTHETIC
TURF
REFER TO
LANDSCAPE
DRAWINGS
6
EXISTING PRIVATE DRIVE- TO
REMAIN UNCHANGED
7
8
9
10
11
12
12
13
13
4'-0"
4'-0"
NEW
BLDG.ACCESS
4'-0"
13
4'-0"
13
4
3'-0"
14
14
14
14
14
14
14
14
14
15
EXISTING PARKING TO REMAIN UNCHANGED
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
S9°00'00"W 491.72'
N48°07'44"W 9.08'
N9°00'00"E 718.41'
S78°10'00"E 279.24'
16
1
A5.01
3
A5.01
2
A5.01
17
18
1/16"=1'-0"
SITE PLAN
1
SCALE: 1/16"=1'-0"
0
4'
8'
16'
SITE PLAN
NORTH
1.
EXISTING SITE WALL TO REMAIN- ALL LANDSCAPE
MODIFICATIONS ARE WITHIN THE EXISTING SITE WALL
BOUNDARY
2.
NEW WOODEN TRELLIS- REFER TO ARCH.DRAWINGS
3.
LINE OF EXISTING BUILDING
4.
NEW 3'-0" WIDE ACCESSIBLE GATE
5.
8'-0" WIDE OPENING IN WALL
6.
NEW POP UP MOVIE SCREEN
7.
EXISTING FIRE HYDRANT
8.
EXISTING WATER LINE
9.
EXISTING SEWER LINE
10.
EXISTING ELECTRICAL LINE
11.
EXISTING WALKWAY- TO REMAIN UNCHANGED
12.
EXISTING LANDSCAPE AREA- TO REMAIN UNCHANGED
13.
NEW ACCESSIBLE PATH- REFER TO LANDSCAPE
DRAWINGS
14.
EXISTING PATHWAYS- TO REMAIN UNCHANGED
15.
EXISTING CTV LINE
16.
EXISTING GAS LINE
17.
LINEAR DRAIN- REFER TO IRRIGATION PLANS
18.
NEW SPA- UNDER SEPARATE PERMIT
KEYNOTES
LEGEND
EXISTING TO REMAIN
NEW ADDITION- REFER TO ARCHITECTURAL
FLOOR PLAN
A. DEVELOPMENT AND USE OF THIS SITE WILL
CONFORM WITH ALL APPLICABLE CODES
AND ORDINANCES.
B. THIS PROJECT IS LOCATED IN THE CITY OF
EL MIRAGE WATER SERVICE AREA AND HAS
BEEN DESIGNATED AS HAVING AN ASSURED
WATER SUPPLY.
C. ALL SIGNAGE REQUIRES SEPARATE
APPROVALS AND PERMITS.
D. ALL ON-SITE ACCESSIBLE SIDEWALKS
SHALL BE A MINIMUM OF 3FEET 0 INCHES
WIDE AND HAVE A MAXIMUM SLOPE OF 1:20
WITH THE MAXIMUM CROSS SLOPE OF 1:50.
ALL CURBS MUST PROVIDE ACCESSIBLE
RAMPS PURSUANT TO THE AMERICANS
WITH DISABILITIES ACT (ADA STANDARDS).
E. FIRE TRUCK ACCESS:20'-0" MIN. WIDTH
REQUIRED FOR FIRE TRUCK IS PROVIDED.
F. REFER TO LANDSCAPE DRAWINGS FOR
LANDSCAPE IMPROVEMENTS
SITE PLAN NOTES
SITE PLAN NOTES
CONCRETE- REFER TO LANDSCAPE
DRAWINGS
PAVERS- REFER TO LANDSCAPE
DRAWINGS
PROJECT TYPE
FITNESS CENTER - A-3 ASSEMBLY OCCUPANCY
OWNER NAME
PUEBLO EL MIRAGE LLC
PROJECT ADDRESS
11201 N EL MIRAGE ROAD, EL MIRAGE 85335
PARCEL NUMBER
APN: 501-85-927 (TRACT A)
MCR#: 275-45
SUBDIVISION: PUEBLO EL MIRAGE RV RESORT
LOT SIZE:
482,817 S.F. (11.08 ACRES)
ZONING (EXISTING UNCHANGED)
MP: MOBILE PARK
SEE SHEET G1.00 FOR MORE INFORMATION
FITNESS BUILDING INFORMATION:
LEVELS: 1 ( TO REMAIN THE SAME)
EXISTING BUILDING S.F.: 4,493 S.F.
EXISTING PERGOLA: 665 S.F. (TO BE
DEMOLISHED)
NEW ADDITION S.F.: 2,160 S.F.
NEW COVERED PATIO S.F.: 896 S.F.
TOTAL UNDER ROOF:
EXISTING BUILDING + ADDITION= 6,653 S.F.
NEW COVERED PATIO = 896 S.F.
LOT COVERAGE: REFER TO SHEET A1.00 FOR
MORE INFORMATION & COVER SHEET G1.00
TOTAL IMPERVIOUS AREA = 233,310 S.F.
TOTAL LOT COVERAGE= (233,310 / 482,817) *
100= 49%
ALLOWABLE LOT COVERAGE = 80%
NEW BUILDING TYPE: V-B
PROPOSED BUILDING- NOT SPRINKLERED
OCCUPANCY LOAD= 49
OCCUPANCY TYPE= B (UNDER 50)
MAX. S.F. ALLOWABLE = 9,000 S.F. NOT
SPRINKLERED
BUILDING HEIGHT : EXISTING UNCHANGED AT
18'-0" A.F.F ( TO BE FIELD VERIFIED)
ALLOWABLE BUILDING HEIGHT: 30 FT
PARKING FOR FITNESS BUILDING &
SURROUNDING AREA IS EXISTING AND TO
REMAIN UNCHANGED
(REFER TO SHEET G1.00 FOR MORE
INFORMATION)
REQUIRED PARKING FOR FITNESS BUILDING = 1
SPACE PER 200 S.F
NOTE: THERE IS NO CHANGE OF OCCUPANCY
OR USE TO THIS BUILDING
"ANY CHANGE OF USE OR OCCUPANCY OF ANY
BUILDING OR BUILDINGS, INCLUDING ADDITIONS
THERETO REQUIRING MORE PARKING, SHALL
NOT BE PERMITTED UNTIL SUCH ADDITIONAL
PARKING SPACES AS REQUIRED BY THIS CHAPTER
ARE FURNISHED "
SCOPE
OF WORK
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
SCALE: NTS
KEY PLAN- SEE SHEET A1.02
PUEBLO EL MIRAGE RV RESORTS
11201 NORTH EL MIRAGE ROAD
EL MIRAGE, AZ 85335
1641 W. MOUNTAIN VIEW DR.
MESA, AZ 85201
STUDIOTYPEX.COM
520-891-4207
06/04/2024
DG
TYPE-X DESIGN STUDIO
ALL
REPORTS,
DRAWINGS,
SPECIFICATIONS,
COMPUTER
FILES,
FIELD
DATA,
NOTES,
OTHER
DOCUMENTS
AND
INSTRUMENTS
PREPARED
BY THE
DESIGNER
AS INSTRUMENTS
OF SERVICE
SHALL
REMAIN
THE
PROPERTY
OF THE
DESIGNER,
TYPE-X
DESIGN
STUDIO,
LLC.
THE
DESIGNER
SHALL
RETAIN
ALL
COMON
LAW,
STATUTORY
AND
OTHER
RESERVED
RIGHTS,
INCLUDING
COPYRIGHT
THERETO.
THE
USE
OF THIS
DRAWING
SHALL
BE RESTRICTED
TO THE
ORIGINAL
SITE
FOR
WHICH
IT WAS
PREPARED
AND
PUBLICATION
THEREOF
IS EXPRESSLY
LIMITED
TO SUCH
USE.
REUSE,
REPRODUCTION
OR PUBLICATION
BY ANY
METHOD
IS PROHIBITED
WITHOUT
WRITTEN
CONSENT
FROM
TYPE-X DESIGN STUDIO
2023-04
SHEET #
DATE
SCALE
PROJECT #
DRAWN BY
FITNESS BUILDING- T.I. & ADDITION
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65314
MATTHEW
IHMS
06/05/2024
EXPIRES 12/31/2026

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65314
MATTHEW
IHMS
06/05/2024
EXPIRES 12/31/2026

+0'-0"
FINISHED FLOOR

+3'-0"
T.O. COUNTER

+7'-8"
B.O.BEAM

+9'-9.25"
T.O.TRELLIS

+16'-0"
T.O.PARAPET

+18'-0"
T.O.RIDGE (MATCH EXIST. FIELD VERIFY)

EXISTING
T.O. PARAPET

+1'-6"
T.O. SILL

+11'-10.75"
MATCH LINE OF ROOF

+11'-4.75"
ROOF LINE

1
1
1
1
1
1
1
1
1
1
1
2
3
3
4
4
4
5
5
5
5
5
5
5
5
5
6
6
6
6
6
6
6
7
7
7
7
7
8
9
10
10
10
11
11
12
12
12
13
13
13
14
15
15
16
16
14
18
23
+0'-0"
FINISHED FLOOR

+18'-0"
T.O.RIDGE (MATCH EXIST. FIELD VERIFY)

+9'-9.25"
T.O.TRELLIS

+7'-8"
B.O.BEAM

+11'-10.75"
MATCH LINE OF ROOF

LINE OF ADDITION
ADDITION/EXTENSION
EXISTING BLDG.
CL
9'-0"
EXISTING
2
2
17
17
18
18
16
16
2
3
19
15
5
11
6
7
14
12
13
8
20
21
1
1
23
LINE OF ADDITION
ADDITION/EXTENSION
EXISTING BLDG.
+0'-0"
FINISHED FLOOR

+18'-0"
T.O RIDGE (MATCH EXIST. FIELD VERIFY)

+11'-11"
ROOF LINE

+9'-9.25"
T.O. TRELLIS

+7'-8"
B.O. BEAM

+3'-0"
T.O. COUNTER

CL
9'-0"
EXISTING
21
1
1
2
2
18
18
18
19
3
15
17
22
22
8
22
7
6
14
12
13
11
11
1
23
PUEBLO EL MIRAGE RV RESORTS
11201 NORTH EL MIRAGE ROAD
EL MIRAGE, AZ 85335
1641 W. MOUNTAIN VIEW DR.
MESA, AZ 85201
STUDIOTYPEX.COM
520-891-4207
06/04/2024
DG
TYPE-X DESIGN STUDIO
ALL
REPORTS,
DRAWINGS,
SPECIFICATIONS,
COMPUTER
FILES,
FIELD
DATA,
NOTES,
OTHER
DOCUMENTS
AND
INSTRUMENTS
PREPARED
BY THE
DESIGNER
AS INSTRUMENTS
OF SERVICE
SHALL
REMAIN
THE
PROPERTY
OF THE
DESIGNER,
TYPE-X
DESIGN
STUDIO,
LLC.
THE
DESIGNER
SHALL
RETAIN
ALL
COMON
LAW,
STATUTORY
AND
OTHER
RESERVED
RIGHTS,
INCLUDING
COPYRIGHT
THERETO.
THE
USE
OF THIS
DRAWING
SHALL
BE RESTRICTED
TO THE
ORIGINAL
SITE
FOR
WHICH
IT WAS
PREPARED
AND
PUBLICATION
THEREOF
IS EXPRESSLY
LIMITED
TO SUCH
USE.
REUSE,
REPRODUCTION
OR PUBLICATION
BY ANY
METHOD
IS PROHIBITED
WITHOUT
WRITTEN
CONSENT
FROM
TYPE-X DESIGN STUDIO
2023-04
SHEET #
DATE
SCALE
PROJECT #
DRAWN BY
FITNESS BUILDING- T.I. & ADDITION
3/16"=1'-0"
EXTERIOR ELEVATIONS
1
SCALE: 3/16=1'-0"
EAST ELEVATION (PLAN NORTH ELEVATION)
2
SCALE: 3/16=1'-0"
NORTH ELEVATION (PLAN WEST ELEVATION)
3
SCALE: 3/16=1'-0"
SOUTH ELEVATION (PLAN EAST ELEVATION)
KEYNOTES
LEGEND
ROOF TILE- TO MATCH EXISTING
1.
WESTERN 1 KOTE STUCCO- FINISH AND COLOR TO
MATCH EXISTING
2.
EXISTING STUCCO TO BE REPAINTED- MATCH
EXISTING COLOR
3.
NEW ROOF TILES- TO MATCH EXISTING. MATCH
EXISTING RIDGE LINE
4.
NEW FIXED WINDOWS
5.
NEW STOREFRONT ANODIZED BRONZE FINISH
6.
NEW 10" X 10" WOOD POST FOR TRELLIS
7.
CONCRETE PIER POST BASE-TYPICAL
8.
NEW GRANITE COUNTERTOP
9.
NEW BI-FOLD WINDOWS- ANODIZED BRONZE FINISH
10. NEW DECORATIVE TILE BORDER (3 SIDES OF OPENING)
11. NEW EXTERIOR WALL SCONCE
12. NEW 4 X 8 JOIST WOOD TRELLIS- TO BE STAINED
13. NEW 3 X 3 WOOD LATTICE - TO BE STAINED
14. NEW WOOD BEAM TO BE STAINED- TO BE
COORDINATED WITH STRUCTURAL
15. NEW EXTERIOR LED WALL PACK
16. MECHANICAL UNITS TO BE CONCEALED BY PARAPET
17. EXISTING EXTERIOR DOORS & TRIM TO BE PAINTED
DARK BROWN TO MATCH EXISTING
18. EXISTING SCUPPER
19. EXISTING ROOF TILE- PATCH AND REPAIR IF NEEDED
20. NEW 2 X 2 STEEL POSTS TO BE ANCHORED TO
CONCRETE
21. METAL ROOF DRAIN DOWNSPOUT NOZZLE- ANODIZED
BRONZE
22. NEW EXTERIOR DOOR TO BE PAINTED DARK BROWN
TO MATCH EXISTING
23. NEW EDGE CAP TO MATCH EXISTING
GENERAL NOTES
A.
COORDINATE ALL DRAWINGS WITH MECHANICAL,
PLUMBING, ELECTRICAL, STRUCTURAL, FOOD
SERVICE AND CIVIL DRAWINGS
B.
PAINT TO MATCH EXISTING
C.
STUCCO AND EXTERIOR FINISH TO MATCH EXISTING
EXTERIOR GRADE WOOD TO BE STAINED
STOREFRONT- TEMPERED GLASS
STUCCO- WESTERN 1 KOTE STUCCO TO MATCH
EXISTING FINISH AND COLOR
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65314
MATTHEW
IHMS
06/05/2024
EXPIRES 12/31/2026

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65314
MATTHEW
IHMS
06/05/2024
EXPIRES 12/31/2026

1.
CONTRACTOR SHALL GRADE TO MAINTAIN POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES. REVIEW ENGINEERS
PLAN FOR DRAINAGE.
2.
FINISH GRADING SHALL BE BY THE DIRECTION OF THE LANDSCAPE ARCHITECT.
3.
LANDSCAPE ARCHITECT SHALL APPROVE GRADING PRIOR TO PLANTING.
4.
GRADING FOR THIS PROJECT INCLUDES THE FOLLOWING:
-
FINE GRADING OF EXISTING ROUGH GRADES IS REQUIRED TO PROVIDE SMOOTH, EVEN GRADE TRANSITION IN
LANDSCAPE AREA.
-
IMPORTING AND PLACING "OFF-SITE 3/8" MINUS TOPSOIL" IN THE FOLLOWING AREAS:
--
TURF, AND ANNUAL AREAS (6" DEPTH).
--
PLANT BACKFILL (CAN BE SCREENED ON-SITE SOIL).
5.
THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY CALICHE ENCOUNTERED ON SITE AT NO ADDITIONAL COST
TO THE OWNER. THE OWNER AND CONTRACTOR SHALL COORDINATE A SUITABLE LOCATION ON SITE TO DISPOSE OF
THE CALICHE MATERIAL. SHOULD A SUITABLE LOCATION ON SITE NOT EXIST, THE OWNER SHALL BE RESPONSIBLE FOR
ALL FEES ASSOCIATED WITH REMOVAL AND DISPOSAL OF THE CALICHE.
6.
FINISH GRADE OF ALL PLANTING AREAS IS TO BE 1.5" BELOW ADJACENT PAVING UNLESS NOTED OTHERWISE.
7.
REFERENCE CIVIL ENGINEERING DRAWINGS FOR GRADING AND DRAINAGE FLOWS. THE CONTRACTOR SHALL BE
RESPONSIBLE THAT THESE ARE PROVIDED FOR AND NOT IMPAIRED WITH OBSTRUCTIONS.
8.
THE CONTRACTOR IS RESPONSIBLE FOR GRADING ALL AREAS AT THE DIRECTION OF THE LANDSCAPE ARCHITECT TO
CREATE A NATURALLY UNDULATING GROUND PLANE.
1.
FOOTINGS, WALLS AND FENCES SHALL BE PLACED OUTSIDE OF THE PUBLIC RIGHT-OF-WAY.
2.
REFER TO CIVIL PLANS FOR ALL INFORMATION REGARDING HORIZONTAL AND VERTICAL CONTROLS.
3.
ALL DETAILS SHALL BE REVIEWED BY A STRUCTURAL ENGINEER AND MODIFIED (IF NECESSARY) PRIOR TO
CONSTRUCTION.
4.
ALL DIMENSIONS SHOWN ON THIS PLAN ARE BASED ON THE CIVIL PLAN. SHOULD DISCREPANCIES OCCUR, FIELD
REVISIONS SHALL BE REQUIRED.
5.
THE CONTRACTOR SHALL HAVE SIDEWALK SURVEYED AND STAKED FOR REVIEW BY THE LANDSCAPE ARCHITECT PRIOR
TO INSTALLATION.
6.
IN ADDITION TO SUBMITTING MATERIAL SAMPLES OF ALL SITE RELATED MATERIALS, THE CONTRACTOR SHALL PREPARE
A 4'X4' SAMPLE PANEL FOR EACH TYPE OF CONSTRUCTION, I.E., A) CONCRETE PAVERS, B) EXPOSED AGGREGATE
PAVING, C) INTEGRAL COLORED CONCRETE, ETC., FOR APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO FINAL CONSTRUCTION.
7.
UNLESS NOTED OTHERWISE ON CONSTRUCTION DOCUMENTS OR NOTED IN DETAILS, SIDEWALKS SHALL BE 5'-0" WIDE,
4" THICK, 3,000 PSI CONCRETE ON COMPACTED BASE WITH CONSTRUCTION JOINTS AT 5'-0" ON CENTER AND
EXPANSION JOINTS AT 20'-0" ON CENTER. SIDEWALKS SHALL HAVE A MEDIUM BROOM, NON-SKID FINISH WITH 1/2"
RADIUS TOOLED EDGES.
8.
RADIUS AT SIDEWALK INTERSECTIONS SHALL BE 5'-0" (TYPICAL), UNLESS NOTED OTHERWISE.
9.
THE CONTRACTOR SHALL LAYOUT AND VERIFY ALL HARDSCAPE ELEMENTS PRIOR TO CONSTRUCTION FOR REVIEW BY
THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE. SHOULD DISCREPANCIES EXIST,
CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE BEFORE
PROCEEDING FURTHER.
GENERAL NOTES:
PLANTING GENERAL NOTES:
INERT GENERAL NOTES:
1.
THESE CONSTRUCTION DOCUMENTS, INCLUDING ALL PLANS, NOTES, DETAILS AND SPECIFICATIONS ARE INTENDED TO
FACILITATE THE INSTALLATION CONTRACTOR BY PROVIDING GENERAL GUIDELINES FOR DESIGN INTENT. IT IS THE
GOAL OF THE DOCUMENTS THAT THE WORK IS TO BE COMPLETED WITHOUT CHANGE ORDERS. ALL QUANTITIES
SHOWN IN THE DOCUMENTS ARE ESTIMATES ONLY AND ARE NOT GUARANTEED; THE CONTRACTOR SHALL SUPPLY ALL
MATERIALS, LABOR AND EQUIPMENT IN ORDER TO FULFILL THE INTENT OF THE DESIGN DRAWINGS.
2.
INTERPRETATION OF THE PLANS AND SPECIFICATIONS SHALL BE MADE BY THE "AUTHOR" OR
"ARCHITECT/ENGINEER-OF-RECORD" OF THE RESPECTIVE DOCUMENT AND SHALL BE CONSIDERED FINAL. ANY
POSSIBLE AMBIGUITY SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR PRIOR TO SUBMITTING FORMAL BIDS. ALL
CLARIFICATIONS SHALL BE PREPARED IN WRITING BY THE "ARCHITECT/ENGINEER-OF-RECORD" PRIOR TO BIDDING.
THE CONTRACTOR SHALL ACCEPT THE INTERPRETATION OF THE "ARCHITECT/ENGINEER-OF-RECORD" AS THE CORRECT
AND FINAL INTERPRETATION.
3.
ANY INCIDENTAL INSTALLATION PROCEDURE, MATERIAL OR EQUIPMENT, NOT MENTIONED IN THESE CONSTRUCTION
DOCUMENTS, THE SPECIFICATIONS NOR SHOWN ON THE PLANS, WHICH MAY BE NECESSARY FOR COMPLETION AND
SATISFACTORY OPERATION OF THE DESIGN SYSTEM SHALL BE FURNISHED AND INSTALLED (AS BASED ON INDUSTRY
STANDARDS) AS THOUGH SHOWN OR PROVIDED FOR.
4.
EXISTING CONDITIONS AND BASE INFORMATION ARE BASED ON PLANS PREPARED BY THE CIVIL ENGINEER.
5.
THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE LOCATIONS OF EXISTING AND FUTURE UNDERGROUND
SERVICES AND IMPROVEMENTS WHICH MAY CONFLICT WITH THE WORK TO BE DONE. NOTIFY THE OWNER'S
AUTHORIZED REPRESENTATIVE IMMEDIATELY SHOULD A CONFLICT ARISE.
6.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS AND SHALL NOTIFY ALL UTILITY
COMPANIES WITH UTILITIES ON SITE PRIOR TO THE CONSTRUCTION OF THE PROJECT.
7.
FOR UTILITY COORDINATION, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES 48 HOURS PRIOR TO START
OF CONSTRUCTION (DEPENDING ON AREA OR JURISDICTION). THE CONTRACTOR IS RESPONSIBLE.
8.
THESE NOTES ARE TO BE USED FOR GENERAL REFERENCE IN CONJUNCTION WITH AND AS A SUPPLEMENT TO THE
WRITTEN SPECIFICATIONS, APPROVED ADDENDUMS, AND THE CHANGE ORDERS AS ASSOCIATED WITH THESE
CONSTRUCTION DOCUMENTS.
9.
SHOULD THE CONTRACTOR HAVE ANY QUESTIONS REGARDING THESE CONSTRUCTION DOCUMENTS OR SHOULD
THERE BE ANY DISCREPANCIES, HE SHALL CONTACT THE LANDSCAPE ARCHITECT FOR CLARIFICATION BEFORE
PROCEEDING FURTHER.
10.
ALL WORK SHALL CONFORM TO THE CONTRACT DOCUMENTS AND PER GOVERNING CODES AND/OR ORDINANCES.
11.
THE CONTRACTOR SHALL PROVIDE BARRICADES AND TRAFFIC CONTROL ALONG PUBLIC STREETS, IF REQUIRED,
DURING INSTALLATION.
12.
IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPORT TO THE LANDSCAPE ARCHITECT AND/OR THE OWNER'S
AUTHORIZED REPRESENTATIVE ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS AND FIELD
CONDITIONS PRIOR TO THE START OF WORK.
13.
BEFORE WORK BEGINS ON THE PROJECT, THE CONTRACTOR SHALL REVIEW THE PROJECT WITH THE LANDSCAPE
ARCHITECT AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE.
14.
THE LANDSCAPE ARCHITECT AND/OR THE OWNER'S AUTHORIZED REPRESENTATIVE SHALL APPROVE ANY OR ALL
CHANGES PRIOR TO THE START OF WORK.
15.
THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND COORDINATING EXISTING SITE CONDITIONS.
16.
THE CONTRACTOR SHALL ADHERE TO ALL APPLICABLE LOCAL, STATE, AND/OR FEDERAL LAWS AND/OR REGULATIONS
PERTAINING TO THE PROJECT.
17.
THE CONTRACTOR SHALL PROPERLY COORDINATE HIS WORK WITH OTHER CONTRACTOR'S WORK PRIOR TO
INSTALLATION.
18.
THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT EXISTING IMPROVEMENTS AND THE PUBLIC
FROM DAMAGE THROUGHOUT CONSTRUCTION.
19.
THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ANY DAMAGES IMPOSED, UNINTENTIONALLY OR
ACCIDENTALLY TO EXISTING UTILITIES, STRUCTURES, WALLS, OR OTHER AMENITIES, DUE TO THE ACTION OF THE
CONTRACTOR, CONTRACTOR'S EMPLOYEES AND/OR THE CONTRACTOR'S SUBCONTRACTORS. DAMAGE OCCURRED
DURING THE CONTRACTOR'S OPERATION SHALL BE REPAIRED, AT THE EXPENSE OF THE CONTRACTOR, TO THE
SATISFACTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE.
20.
MATCH GRADES, LAYOUT AND ELEVATIONS OF ADJOINING LANDSCAPE WORK BY OTHERS. NOTIFY THE LANDSCAPE
ARCHITECT OF CONFLICTS BEFORE PROCEEDING WITH CONSTRUCTION.
1.
THE CONTRACTOR SHALL REVIEW PLANTING PLAN WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION.
2.
THE LANDSCAPE ARCHITECT OR THEIR REPRESENTATIVE RESERVES THE RIGHT TO REFUSE ANY PLANT MATERIALS THEY
DEEM UNACCEPTABLE. SEE SPECIFICATIONS.
3.
THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL PLANT MATERIAL AS SPECIFIED ON THE PLANTING PLANS.
HOWEVER, SHOULD THE PLANT MATERIAL BE TEMPORARILY UNAVAILABLE, THE CONTRACTOR SHALL NOTIFY THE
LANDSCAPE ARCHITECT AND INSTALL 5 GALLON NURSERY BUCKETS WITH IRRIGATION AT EACH PLANT LOCATION. AS
THE PLANT MATERIAL BECOMES AVAILABLE, THE 5 GALLON BUCKETS SHALL BE REMOVED AND PLANT MATERIAL
INSTALLED.
4.
ANY AND ALL SUBSTITUTIONS TO BE APPROVED BY THE LANDSCAPE ARCHITECT.
5.
LOCATE PLANTS AWAY FROM SPRINKLER HEADS, LIGHT FIXTURES AND OTHER OBSTRUCTIONS.
6.
FINAL LOCATION OF ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S AUTHORIZED
REPRESENTATIVE.
7.
PLANTING AND IRRIGATION DESIGN MAY BE MODIFIED TO ADAPT TO WALK CONFIGURATIONS THAT DIFFER FROM
THESE PLANS, OR BECAUSE OF GRADE LIMITATIONS ON SITE. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT OF THESE MODIFICATIONS.
8.
WATER TEST ALL TREE PLANTING HOLES PRIOR TO PLANTING. IF TREE HOLE DOES NOT DRAIN, DO NOT PLANT, SEE
HARDPAN DETAIL.
9.
REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS NOT SHOWN ON DRAWINGS.
10.
TREES SHALL BE PLANTED A MINIMUM OF 10'-0" FROM STREET LIGHTS / FIRE HYDRANTS, 6'-0" FROM EDGE OF
UNDERGROUND PIPELINES AND A MINIMUM OF 4'-0" FROM WALKS, CURBS AND WALLS. SHRUBS SHALL BE PLANTED A
MINIMUM OF 2'-0" FROM CURB AND WALKS. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF CONFLICTS
BEFORE PROCEEDING WITH INSTALL.
11.
ALL SPECIMEN TREES, SHRUBS AND CACTI SHALL BE FIELD LOCATED BY LANDSCAPE ARCHITECT OR OWNER'S
AUTHORIZED REPRESENTATIVE.
12.
THE CONTRACTOR SHALL PROVIDE AND INSTALL ROOT BARRIER PANELS AT ALL TREES WITHIN 7'-0" FEET OF
HARDSCAPE ELEMENTS INCLUDING (BUT NOT LIMITED TO) SIDEWALKS, ASPHALT, CONCRETE SLABS / FOOTINGS AND
STRUCTURES. CONTRACTOR SHALL SUBMIT SPECIFICATION SHEETS OF PROPOSED ROOT BARRIER PANELS TO THE
LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
13.
THE CONTRACTOR SHALL INSTALL ARBOR GUARDS AT ALL TREES LOCATED IN TURF AREAS.
14.
ON-SITE AND OFF-SITE TOPSOIL SHALL CONFORM TO CONTENT REQUIREMENTS AS SPECIFIED IN PART 2 OF THE
PLANTING SPECIFICATIONS. AGRONOMY TEST SUBMITTALS ARE REQUIRED FOR ALL MATERIAL USED FOR TOPSOIL AND
BACKFILL. SUBMIT REPORT TO LANDSCAPE ARCHITECT FOR REVIEW.
15.
ALL PLANT MATERIAL SHALL BE IN COMPLIANCE WITH THE JURISDICTIONS STANDARDS FOR NURSERY STOCK. THE
CONTRACTOR TO NOTIFY THE LANDSCAPE ARCHITECT IF THEY CANNOT FIND THESE, OR REQUIRE CLARIFICATIONS
PERTAINING TO THE STANDARDS.
16.
ALL PLANT MATERIAL NOT IN COMPLIANCE WITH THESE STANDARDS WILL BE DEEMED UNACCEPTABLE. THE
CONTRACTOR IS RESPONSIBLE TO REPLACE.
17.
THE CONTRACTOR SHALL PROVIDE MAINTENANCE FOR ALL PLANT MATERIAL FROM THE TIME OF INSTALLATION
THROUGH SUBSTANTIAL COMPLETION.
18.
CACTI SHALL BE PLANTED A MINIMUM OF 3'-0" AWAY FROM ALL PEDESTRIAN ROUTES.
19.
CACTI SHALL BE WELL ROOTED AND NON-SCARRED.
20.
PLANT MATERIAL MARKED 'SALVAGE' SHALL BE SELECTED FROM ON-SITE SALVAGE INVENTORY. ALL MATERIAL
SELECTIONS SHALL BE APPROVED BY LANDSCAPE ARCHITECT AND/OR OWNER'S AUTHORIZED REPRESENTATIVE.
21.
IN DISTURBED AREAS INDICATED TO RECEIVE REVEGETATION HYDROSEED AND/OR PLANTING, THE CONTRACTOR
SHALL MATCH EXISTING NATURAL DESERT STONE GROUND COVER CONDITIONS ADJACENT TO THE PROJECT.
22.
NATIVE REVEGETATION AREAS AND PLANTER BEDS SHALL BE TREATED WITH PRE-EMERGENT AS PER MANUFACTURER'S
INSTRUCTIONS. RE-APPLY AS NECESSARY TO ELIMINATE INVASIVE WEEDS. REMOVE ALL DEAD DEBRIS.
23.
THE CONTRACTOR SHALL PROVIDE A 50'-0" BY 50'-0" TYPICAL MOCK-UP OF NATIVE REVEGETATION AREAS FOR
REVIEW BY THE LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE.
24.
ALL TREE STAKING SHALL CONFORM TO THE PLANTING DETAILS OR AS NOTED IN THE SPECIFICATIONS. THE
LANDSCAPE ARCHITECT OR OWNER'S AUTHORIZED REPRESENTATIVE SHALL REVIEW TYPICAL TREE STAKING PRIOR TO
FINAL ACCEPTANCE.
ANGULAR GRANITE RIP-RAP:
1.
INSTALL GRANITE RIP-RAP IN ALL DRAINAGE SWALES, AND WHERE INDICATED ON PLANS (TYPICAL). REFER TO
MATERIALS SCHEDULE / PLANTING LEGEND FOR COLOR AND SIZE OF GRANITE RIP-RAP.
2.
THE CONTRACTOR SHALL SUBMIT SAMPLES TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.
3.
THE CONTRACTOR SHALL REFER TO CIVIL PLANS FOR ADDITIONAL INFORMATION.
DECOMPOSED GRANITE / BARK MULCH:
1.
DECOMPOSED GRANITE / BARK MULCH IS REQUIRED IN ALL PLANTING AREAS, EXCEPT AREAS OF TURF AND GRANITE
RIP-RAP, AND SHALL EXTEND UNDER PLANT MATERIAL UNLESS NOTED OTHERWISE ON PLANS. REFER TO MATERIALS
SCHEDULE / PLANTING LEGEND.
2.
ALL PLANTING AREAS SHALL RECEIVE A 2" MINIMUM LAYER OF DECOMPOSED GRANITE / BARK MULCH,
THROUGHOUT (TYPICAL).
3.
CONTRACTOR SHALL SUBMIT SAMPLES TO LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION.
1.
THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR FULL IRRIGATION COVERAGE OF ALL PLANT MATERIAL.
2.
THE LANDSCAPE CONTRACTOR SHALL SUBMIT FULL PIPING PLANS, AFTER FIELD VERIFICATION, DEPICTING POINT OF
CONNECTION, METER LOCATION AND SIZE, BACKFLOW PREVENTER LOCATION AND SIZE, AND PIPE ROUTING AND
SIZES.
3.
THE LANDSCAPE CONTRACTOR SHALL INSTALL THE SPECIFIED SYSTEM IN ACCORDANCE WITH THE ATTACHED
SCHEDULES, NOTES, DETAILS, AND SPECIFICATIONS.
4.
THE LANDSCAPE CONTRACTOR TO SITE VERIFY PRESSURE AND NOTIFY LANDSCAPE ARCHITECT OF ANY DIFFERENCES
PRIOR TO INSTALLATION OR ORDERING OF MATERIALS. IF CONTRACTOR FAILS TO NOTIFY LANDSCAPE ARCHITECT, HE
IS FINANCIALLY RESPONSIBLE FOR ANY NECESSARY SYSTEM ALTERATIONS THAT RESULT.
5.
THE LANDSCAPE CONTRACTOR SHALL FIELD VERIFY EXISTING TAP LOCATIONS. INSTALL NEW METERS PER THE
ATTACHED IRRIGATION SCHEDULE.
6.
THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING AND PATCHING OF ASPHALT AND CONCRETE
AS REQUIRED FOR SLEEVE INSTALLATION ACCORDING TO THE IRRIGATION SCHEDULE.
7.
CONTROLLER TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS. CONTROLLER SIZE AND QUANTITIES TO BE
DETERMINED BY THE VALVE REQUIREMENTS AND POINTS OF CONNECTION. INSTALL ONE (1) CONTROLLER AT EACH
POINT OF CONNECTION.
8.
INSTALL PVC MAINLINE AND LATERALS ACCORDING TO THE IRRIGATION AND PIPING SCHEDULES.
9.
ALL VALVE FLOWS SHALL NOT EXCEED MANUFACTURER'S SPECIFICATIONS.
10.
VALVE BOXES SHALL BE SQUARE TO ADJACENT WALKS OR CURBS AND FLUSH WITH THE FINAL GRADE.
11.
WORK SHALL CONFORM TO ALL CONSTRUCTION CODES AND REGULATIONS.
12.
THE LANDSCAPE CONTRACTOR SHALL INSTALL GREEN VALVE BOXES IN TURF AREAS AND TAN VALVE BOXES IN
DECOMPOSED GRANITE AREAS (TYPICAL).
13.
REFER TO THE IRRIGATION NOTES FOR THE CALCULATED PRESSURE AT THE WATER METER. REFER TO NOTE #4 IF
PRESSURE DIFFERS FROM THAT NOTED.
14.
THE LANDSCAPE CONTRACTOR SHALL VISIT SITE PRIOR TO BIDDING ON PROJECT TO VERIFY INSTALLATION
CONDITIONS.
15.
PRIOR TO COMMENCEMENT OF ANY WORK, THE CONTRACTOR SHALL CONTACT BLUE STAKE TO VERIFY LOCATIONS
AND DEPTHS OF UNDERGROUND UTILITIES THAT MAY BE AFFECTED BY HIS WORK, AND HE SHALL BE RESPONSIBLE FOR
DAMAGES TO SUCH UTILITIES CAUSED AS A RESULT OF HIS IRRIGATION INSTALLATION.
16.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPENSATING THE OWNER AND/OR THE OWNER'S REPRESENTATIVE
FOR ANY DESIGN CHANGES MADE AS A RESULT OF DEVIATION BY THE CONTRACTOR FROM THE PLANS AND
SPECIFICATIONS OR DUE TO ERRORS, FAULTY MATERIAL OR FAULTY WORKMANSHIP.
17.
INSTALL ALL MAINLINES WITH A MINIMUM OF 20" OF COVER.
18.
INSTALL ALL LATERALS WITH A MINIMUM OF 12" OF COVER.
19.
ALL PIPE TO BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS AND ASTM STANDARD D 2774.
20.
ALL THREADED JOINTS TO BE COATED WITH TEFLON TAPE UNLESS OTHERWISE SPECIFIED BY THE MANUFACTURER. USE
LIQUID TEFLON ON METAL PIPE THREADS ONLY.
21.
FLUSHING OF ALL LINES PRIOR TO INSTALLATION OF SPRINKLERS AND EMITTERS IS REQUIRED.
22.
INSTALL ALL SPRINKLERS, EMITTERS, AND RELATED MATERIAL PER IRRIGATION SYSTEM SPECIFICATIONS AND DETAILS.
23.
INSTALL ALL ELECTRICAL JOINTS WITH 3-M WATERPROOF CONNECTORS.
24.
ALL ELECTRICAL CONNECTIONS SHALL BE MADE AT THE REMOTE-CONTROL VALVE BOXES, CONTROLLER ENCLOSURES
AND VALVE BOXES SPECIFICALLY FOR ELECTRICAL CONNECTIONS.
25.
A CERTIFIED ELECTRICIAN SHALL BE RESPONSIBLE FOR INSTALLING ALL WIRING FROM THE CIRCUIT BREAKER AT THE 120
VOLT SOURCE LOCATION TO AUTOMATIC CONTROLLER.
26.
ALL 120 VOLT POWER WIRE TO BE INSTALLED PER LOCAL CODE AND THE N.E.C.
27.
INSTALL ALL VALVE WIRING IN MAINLINE TRENCH AS DETAILED.
28.
INSTALL ALL REMOTE-CONTROL VALVES AT HEIGHT INDICATED ON DETAILS, AS HIGH AS POSSIBLE BUT ALLOWING
CLEARANCE BETWEEN VALVE BOX LID AND FLOW CONTROL HANDLE ON REMOTE CONTROL VALVE.
29.
INSTALL ALL MAINLINE GATE VALVES IN A ROUND PLASTIC VALVE BOX PER DETAILS.
30.
ALL PVC SOLVENT WELD FITTINGS SHALL BE LASCO OR APPROVED EQUAL.
31.
THE MAINLINE, LATERAL PIPE, AND VALVES ARE SHOWN SCHEMATICALLY AND SHALL BE INSTALLED WITHIN THE
LANDSCAPE AREA, OUTSIDE R.O.W. AND P.U.E., ADJACENT TO SIDEWALK OR CURB AND OFFSET 18" WHEREVER
POSSIBLE.
32.
SUPPLY THE FOLLOWING MATERIAL TO THE OWNER:
- TWO WRENCHES FOR DISASSEMBLY AND ADJUSTING OF EACH TYPE OF SPRINKLER HEAD AND VALVE SUPPLIED.
- TWO KEYS FOR EACH OF THE CONTROLLERS.
- TWO COUPLERS WITH MATCHING HOSE BIBS AND SHUT-OFF VALVE.
- TWO VALVE BOX KEYS.
33.
ALL MAINLINE FITTINGS FOR PIPE 3" AND LARGER SHALL BE CAST OR DUCTILE IRON FOR PVC; SCHEDULE 80 PVC FOR 2
1/2" AND SMALLER.
34.
ALL MAINLINE PIPE SHALL BE A MINIMUM OF SCHEDULE 40.
35.
SLEEVES SHALL BE A MINIMUM OF TWO TIMES THE DIAMETER OF THE LINE SIZE.
36.
ALL MAINLINE AND IRRIGATION EQUIPMENT SHALL BE PLACED IN THE LANDSCAPED AREAS.
37.
CONTROLLER WIRES THAT ARE DIRECT BURIED SHALL BE #14 OR BETTER, BUNDLED OR WRAPPED A MINIMUM OF
EVERY TWELVE (12') FEET. DURING INSTALLATION WIRES SHALL HAVE A 24" LOOP TIED IN ALL DIRECTION CHANGES
GREATER THAT 30 DEGREES AND BE UNTIED PRIOR TO TRENCH FILL IN.
38.
DRIP SYSTEM FLUSH CAPS SHALL BE PLACED IN A VALVE BOX AT THE END OF ALL DRIP LATERAL RUNS, AS DESCRIBED
ON THE DRAWINGS.
39.
ALL VALVES, PRESSURE REGULATORS AND OTHER DEVICES SHALL BE PLACED IN AN APPROPRIATELY SIZED VALVE BOX
WITH A MINIMUM OF TWO (2") INCHES OF PEA GRAVEL.
40.
PRIOR TO PLACING ANY IRRIGATION SYSTEM IN SERVICE, AN STATE CERTIFIED BACKFLOW DEVICE TESTER SHALL TEST
THE BACKFLOW PREVENTION DEVICE AND GIVE A COPY OF THE PASSED TEST RESULTS TO THE COUNTY INSPECTOR OR
MAIL IT TO THE COUNTY DEPARTMENT OF PUBLIC WORKS INSPECTION STATION.
41.
AFTER INITIAL TESTING, ALL BACKFLOW DEVICES SHALL BE TESTED ANNUALLY.
42.
BACKFLOW DEVICES SHALL BE A MINIMUM OF TWO (2') FEET FROM THE WATER METER AND BE THE SAME SIZE AS THE
METER SERVICE LINE.
43.
ALL BACKFLOW PREVENTION DEVICES SHALL HAVE A MINIMUM 24"x36"x4" CLASS B CONCRETE SLAB WITH PIPE
SLEEVES. IF A SECURITY CAGE IS INSTALLED, CONCRETE SHALL BE SIX (6”) INCHES LARGER ON ALL SIDES THAN THE
SECURITY CAGE.
44.
ALL PIPE CROSSINGS IN THE RIGHT-OF-WAY SHALL BE MARKED ON EACH SIDE OF THE CURB WITH A
NON-DESTRUCTIBLE MARKING.
IRRIGATION GENERAL NOTES:
GRADING GENERAL NOTES:
HARDSCAPE GENERAL NOTES:
LANDSCAPE CONSTRUCTION DOCUMENTS
PUEBLO EL MIRAGE
FITNESS CENTER
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Scottsdale, Arizona 85251
7144 E. Stetson Drive, Suite 205
PICKETT
GREEY
WWW.GREEY
PICKETT.COM
P.480.609.0009 F.480.609.0009
NTS
LANDSCAPE CONSTRUCTION DOCUMENTS
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RRT004
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05/28/2024
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FITNESS CENTER
11201 EL MIRAGE RD.
EL MIRAGE, AZ 85335
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VICINITY MAP:
SCALE: NTS
SITE MAP:
SCALE: NTS
PROJECT
LOCATION
W CACTUS RD.
W OLIVE AVE.
N EL MIRAGE RD.
W PEORIA AVE.
N EL MIRAGE RD.
W CACTUS RD.
W PEORIA AVE.
W VARNEY RD.
S PARK PL.
N PARK PL.
W. ELDORADO AVE.
THIS
PROJECT
OWNER / DEVELOPER:
CONSULTANT TEAM:
ROBERTS RESORTS & COMMUNITIES
8350 E RAINTREE, SUITE 220
SCOTTSDALE, AZ 85260
(480)425-3524
LANDSCAPE ARCHITECT | PLANNER:
GREEY | PICKETT
7144 E. STETSON DRIVE, SUITE 205
SCOTTSDALE, AZ 85251
480-609-0009
SHEET INDEX:
COVER SHEET
MATERIALS SCHEDULE
LAYOUT PLANS
PLANTING PLANS
IRRIGATION PLANS
LIGHTING PLANS
HARDSCAPE DETAILS
PLANTING DETAILS
IRRIGATION DETAILS
PLANTING SPECIFICATIONS
IRRIGATION SPECIFICATIONS
L0.00
L0.01
L2.01 - L2.02
L3.01 - L3.02
L4.01 - L4.02
L5.01
L6.01
L7.01
L7.02
L8.01
L8.02

PEDESTRIAN
SYMBOL
DESCRIPTION
DETAIL
PROVIDED BY:
MANUFACTURER:
PRODUCT / LINE:
SIZE:
COLOR:
FINISH / PATTERN:
SUBMIT FOR APPROVAL:
CONCRETE
1/L6.01
CONTRACTOR
DAVIS
CONCRETE
INTEGRAL COLOR, DAVIS: SANDSTONE 5237
X
CONCRETE PAVER
2/L6.01
CONTRACTOR
BELGARD
CATALINA
3 PIECE BLEND
VICTORIAN
3 PIECE RANDOM
X
POOL COPING - CONCRETE PAVER
3/L6.01
LANDSCAPE
SYMBOL
DESCRIPTION
DETAIL
PROVIDED BY:
MANUFACTURER:
PRODUCT / LINE:
SIZE:
COLOR:
FINISH / PATTERN:
SUBMIT FOR APPROVAL:
LANDSCAPE HEADER - CONCRETE
4/L6.01
CONTRACTOR
DAVIS
INTEGRAL COLOR: SANDSTONE 5237
STEPS / STAIRS / RAMPS
SYMBOL
DESCRIPTION
DETAIL
PROVIDED BY:
MANUFACTURER:
PRODUCT / LINE:
SIZE:
COLOR:
FINISH / PATTERN:
SUBMIT FOR APPROVAL:
STAIRS - CONCRETE
9/L6.01
CONTRACTOR
INTEGRAL COLOR, DAVIS: SANDSTONE 5237
TO MATCH ADJACENT CONCRETE
WALLS
SYMBOL
DESCRIPTION
DETAIL
PROVIDED BY:
MANUFACTURER
PRODUCT / LINE:
SIZE:
COLOR:
FINISH / PATTERN:
SUBMIT FOR APPROVAL:
DESCRIPTION
CMU BLOCK RETAINING WALL
8/L6.01
CONTRACTOR
STUCCO & PAINT TO MATCH CLUBHOUSE
FENCES
SYMBOL
DESCRIPTION
DETAIL
PROVIDED BY:
MANUFACTURER
PRODUCT / LINE:
SIZE:
COLOR:
FINISH / PATTERN:
SUBMIT FOR APPROVAL:
DESCRIPTION
POOL GATE
5/L6.01
CONTRACTOR
TO MATCH EXISTING
POWDERCOAT TO MATCH EXISTING
PLANTING AREA
SYMBOL
DESCRIPTION
DETAIL
PROVIDED BY:
MANUFACTURER:
PRODUCT / LINE:
SIZE:
COLOR:
FINISH / PATTERN:
SUBMIT FOR APPROVAL:
PLANTING AREA
SYNTHETIC TURF
SYMBOL
DESCRIPTION
DETAIL
PROVIDED BY:
MANUFACTURER:
PRODUCT / LINE:
SIZE:
COLOR:
FINISH / PATTERN:
SUBMIT FOR APPROVAL:
SYNTHETIC TURF
CONTRACTOR
PREMIUM ARTIFICIAL TURF
FIRE FEATURES
SYMBOL
DESCRIPTION
DETAIL
SUPPLIER
MANUFACTURER
MODEL
FINISH/COLOR
FIRE FEATURE
6/L6.01
CONTRACTOR
CUSTOM
SEE DETAILS
POOL / SPA
SYMBOL
DESCRIPTION
DETAIL
SUPPLIER
MANUFACTURER
MODEL
FINISH/COLOR
EXISTING POOL TO REMAIN
SPA - UNDER SEPARATE PERMIT
CONTRACTOR
PLASTER AND TILE TO MATCH EXISTING POOL
SITE FURNITURE
SYMBOL
DESCRIPTION
DETAIL
SUPPLIER
MANUFACTURER
MODEL
FINISH/COLOR
SUBMIT FOR APPROVAL
NOTES/COMMENTS
CHAISE LOUNGE CHAIR
DINING TABLE
SITE FIXTURES
SYMBOL
DESCRIPTION
DETAIL
SUPPLIER
MANUFACTURER
MODEL
FINISH/COLOR
SUBMIT FOR APPROVAL
NOTES/COMMENTS
MOVIE SCREEN
CONTRACTOR
THE PROJECTOR SCREEN STORE
20` INFLATABLE MOVIE SCREEN
ELEITE-OUTDOOR-MOVIES-PROFESSIONAL20
OUTDOOR KITCHEN
7/L6.01
CONTRACTOR
SEE DETAILS
01-01-01
01-01-07
01-01-16
01-03-02
01-04-01
02-01-001
02-02-001
03-01-01
03-03-01
06-01-01
07-02-01
07-02-02
08-01-06
08-01-13
08-02-01
08-02-09
REFERENCE NOTES SCHEDULE
MATERIALS SCHEDULE:
PAGE#
:
SHEET#
:
OF
G P
DRAWN BY
:
PLOT DATE
:
ISSUED FOR
:
PROJECT#
:
REVISIONS
:
DRAWING
:
SCALE
:
Scottsdale, Arizona 85251
7144 E. Stetson Drive, Suite 205
PICKETT
GREEY
WWW.GREEY
PICKETT.COM
P.480.609.0009 F.480.609.0009
NTS
LANDSCAPE CONSTRUCTION DOCUMENTS
.
.
05.28.2024
MATERIALS SCHEDULE
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TEAM
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RRT004
CITY REVIEW
06/03/2024
02
14
L0.01
PUEBLO EL MIRAGE
FITNESS CENTER
11201 EL MIRAGE RD.
EL MIRAGE, AZ 85335
.
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SOWERS
LOGAN S.
66419
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TV
TV
TV
TV
TV
TV
46"
21"
56"
18X36
5 TIER
TRASH
A
A
FF=1107.05
2'-0"
2'-0"
8'-6"
9
6'-0" TYP.
9'-0" TYP.
9'-6" TYP.
6'-0"
21'-0"
36'-0"
21'-0"
6'-0"
15'-0"
6'-0"
13'-7"
5'-11"
6'-11"
36'-0"
24'-6"
19'-0"
6'-0"
11'-6"
15'-0"
6'-0"
13'-10"
11'-1"
21'-0"
3'-0"
15'-0"
39'-0"
42'-6"
2'-6"
20'-0"
12'-6"
6'-0" TYP.
6'-0" TYP.
15'-0" TYP.
11'-3"
6'-0" TYP.
6'-0" TYP.
15'-0" TYP.
4'-0"
1'-9"
5'-6" TYP.
5'-6" TYP.
6'-0"
21'-0"
15'-0"
4'-0"
4'-0"
13'-0"
23'-0"
3'-0"
8'-0"
10'-0"
25'-0"
4'-1"
14'-9"
4'-2"
24'-9"
4'-0"
1'-8"
30'-9"
14'-1"
6'-9"
8'-3"
7'-0"
6'-0"
6'-0" TYP.
3'-0"
6'-9"
3'-0"
6'-9"
3'-0"
6'-9"
15'-0" TYP.
15'-0" TYP.
6'-0" TYP.
8'-0"
15'-9"
4'-1"
118°
15'-0" TYP.
6'-0" TYP.
6'-0" TYP.
55'-0"
7'-0"
6'-0"
5'-0"
7'-6"
11'-0"
11'-6"
19'-0"
12'-0"
11'-6"
15'-0"
6'-0"
6'-1"
11'-10"
3'-9"
16'-11"
14'-0"
6'-1"
4'-0"
2'-5"
7'-4"
6'-0"
5'-7"
5'-8"
01-01-01
01-01-07
06-01-01
3'-1"
07-02-01
08-02-01
01-03-02
03-03-01
03-01-01
08-01-13
01-01-07
08-02-09
01-01-01
08-01-06
07-02-02
01-01-01
01-01-07
02-02-001
03-01-01
01-01-01
01-01-07
01-01-16
03-01-01
01-01-16
01-01-01
06-01-01
03-03-01
02-02-001
6'-6"
9'-8"
01-04-01
01-01-01
02-01-001
6'-0"
12'-9"
7'-10"
7'-4"
9'-2"
21'-7"
R4'-0"
18'-9"
R4'-0"
TV
TV
TV
TV
TV
TV
46"
21"
56"
18
X
36
5 TIER
TRASH
A
A
EX. FF=1107.05
PEDESTRIAN
SYMBOL
DESCRIPTION
DETAIL
CONCRETE
1/L6.01
CONCRETE PAVER
2/L6.01
POOL COPING - CONCRETE PAVER
3/L6.01
LANDSCAPE
SYMBOL
DESCRIPTION
DETAIL
LANDSCAPE HEADER - CONCRETE
4/L6.01
STEPS / STAIRS / RAMPS
SYMBOL
DESCRIPTION
DETAIL
STAIRS - CONCRETE
9/L6.01
WALLS
SYMBOL
DESCRIPTION
DETAIL
CMU BLOCK RETAINING WALL
8/L6.01
FENCES
SYMBOL
DESCRIPTION
DETAIL
POOL GATE
5/L6.01
PLANTING AREA
SYMBOL
DESCRIPTION
DETAIL
PLANTING AREA
SYNTHETIC TURF
SYMBOL
DESCRIPTION
DETAIL
SYNTHETIC TURF
FIRE FEATURES
SYMBOL
DESCRIPTION
DETAIL
FIRE FEATURE
6/L6.01
POOL / SPA
SYMBOL
DESCRIPTION
DETAIL
EXISTING POOL TO REMAIN
SPA - UNDER SEPARATE PERMIT
SITE FURNITURE
SYMBOL
DESCRIPTION
DETAIL
CHAISE LOUNGE CHAIR
DINING TABLE
SITE FIXTURES
SYMBOL
DESCRIPTION
DETAIL
MOVIE SCREEN
OUTDOOR KITCHEN
7/L6.01
01-01-01
01-01-07
01-01-16
01-03-02
01-04-01
02-01-001
02-02-001
03-01-01
03-03-01
06-01-01
07-02-01
07-02-02
08-01-06
08-01-13
08-02-01
08-02-09
REFERENCE NOTES SCHEDULE
LAYOUT PLANS
L2.01
KEYMAP:
SCALE: NTS
PAGE#
:
SHEET#
:
OF
G P
DRAWN BY
:
PLOT DATE
:
ISSUED FOR
:
PROJECT#
:
REVISIONS
:
DRAWING
:
SCALE
:
Scottsdale, Arizona 85251
7144 E. Stetson Drive, Suite 205
PICKETT
GREEY
WWW.GREEY
PICKETT.COM
P.480.609.0009 F.480.609.0009
.
LANDSCAPE CONSTRUCTION DOCUMENTS
.
.
05.28.2024
LAYOUT PLANS
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TEAM
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RRT004
CITY REVIEW
06/04/2024
03
14
L2.01
PUEBLO EL MIRAGE
FITNESS CENTER
11201 EL MIRAGE RD.
EL MIRAGE, AZ 85335
10'
20'
30'
0'
1" = 10'-0"
SCALE:
LIMIT OF WOR
K
LIMIT OF WOR
K
LIMIT OF WOR
K
LIMIT OF WOR
K
MATCHLINE - SEE SHEET L2.02
L2.01
L2.02
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SOWERS
LOGAN S.
66419
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/
2
4
EXISTING POOL EQUIPMENT ENCLOSURE
TO REMAIN
EXISTING POOL FENCE TO REMAIN, TYP.
EXISTING STORAGE ENCLOSURE GATE TO REMAIN
EXISTING STORAGE ENCLOSURE REMAIN
EXISTING POOL GATE TO REMAIN
EXISTING POOL GATE TO REMAIN
EXISTING POOL FENCE TO REMAIN, TYP.

TV
7'-6"
6'-0"
15'-4"
R20'-7"
4'-6"
2'-9"
6'-0"
7'-6"
5'-6"
4'-6"
5'-6" TYP.
12'-9" TYP.
48'-6"
2'-0"
2'-0"
5'-6" TYP.
5'-6" TYP.
4'-2"
9'-6" TYP.
37'-0"
55'-6"
8'-6"
8'-0" TYP.
9'-0" TYP.
6'-0" TYP.
9'-0" TYP.
6'-0" TYP.
9'-0" TYP.
9'-6" TYP.
9'-6" TYP.
9'-6" TYP.
6'-0"
9'-0"
6'-0"
21'-0"
36'-0"
21'-0"
6'-0"
15'-0"
6'-0"
13'-7"
5'-11"
6'-11"
36'-0"
25'-1"
24'-6"
19'-0"
6'-0"
11'-6"
15'-0"
13'-10"
11'-1"
6'-0" TYP.
.
15'-0" TYP.
6'-0" TYP.
.
15'-0" TYP.
4'-0"
1'-9"
5'-6" TYP.
5'-6" TYP.
2'-0"
07-02-01
03-01-01
08-01-06
01-01-01
01-01-07
08-01-13
01-03-02
03-03-01
08-01-06
08-01-02
01-01-07
03-01-01
08-01-13
01-01-07
03-01-01
TV
TV
TV
TV
TV
TV
46"
21"
56"
18
X
36
5 TIER
TRASH
A
A
EX. FF=1107.05
07-02-01
03-01-01
08-01-06
01-01-01
01-01-07
08-01-13
01-03-02
03-03-01
08-01-06
08-01-02
01-01-07
03-01-01
08-01-13
01-01-07
03-01-01
PEDESTRIAN
SYMBOL
DESCRIPTION
DETAIL
CONCRETE
1/L6.01
CONCRETE PAVER
2/L6.01
POOL COPING - CONCRETE PAVER
3/L6.01
LANDSCAPE
SYMBOL
DESCRIPTION
DETAIL
LANDSCAPE HEADER - CONCRETE
4/L6.01
STEPS / STAIRS / RAMPS
SYMBOL
DESCRIPTION
DETAIL
STAIRS - CONCRETE
9/L6.01
WALLS
SYMBOL
DESCRIPTION
DETAIL
CMU BLOCK RETAINING WALL
8/L6.01
FENCES
SYMBOL
DESCRIPTION
DETAIL
POOL GATE
5/L6.01
PLANTING AREA
SYMBOL
DESCRIPTION
DETAIL
PLANTING AREA
SYNTHETIC TURF
SYMBOL
DESCRIPTION
DETAIL
SYNTHETIC TURF
FIRE FEATURES
SYMBOL
DESCRIPTION
DETAIL
FIRE FEATURE
6/L6.01
POOL / SPA
SYMBOL
DESCRIPTION
DETAIL
EXISTING POOL TO REMAIN
SPA - UNDER SEPARATE PERMIT
SITE FURNITURE
SYMBOL
DESCRIPTION
DETAIL
CHAISE LOUNGE CHAIR
DINING TABLE
SITE FIXTURES
SYMBOL
DESCRIPTION
DETAIL
MOVIE SCREEN
OUTDOOR KITCHEN
7/L6.01
01-01-01
01-01-07
01-01-16
01-03-02
01-04-01
02-01-001
02-02-001
03-01-01
03-03-01
06-01-01
07-02-01
07-02-02
08-01-06
08-01-13
08-02-01
08-02-09
REFERENCE NOTES SCHEDULE
LAYOUT PLANS
L2.02
PAGE#
:
SHEET#
:
OF
G P
DRAWN BY
:
PLOT DATE
:
ISSUED FOR
:
PROJECT#
:
REVISIONS
:
DRAWING
:
SCALE
:
Scottsdale, Arizona 85251
7144 E. Stetson Drive, Suite 205
PICKETT
GREEY
WWW.GREEY
PICKETT.COM
P.480.609.0009 F.480.609.0009
.
LANDSCAPE CONSTRUCTION DOCUMENTS
.
.
05.28.2024
LAYOUT PLANS
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TEAM
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RRT004
CITY REVIEW
06/04/2024
04
14
L2.02
PUEBLO EL MIRAGE
FITNESS CENTER
11201 EL MIRAGE RD.
EL MIRAGE, AZ 85335
10'
20'
30'
0'
1" = 10'-0"
SCALE:
LIMIT OF WOR
K
LIMIT OF WOR
K
MATCHLINE - SEE SHEET L2.01
KEYMAP:
SCALE: NTS
L2.01
L2.02
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LOGAN S.
66419
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2
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EXISTING POOL GATE TO REMAIN
EXISTING POOL FENCE TO REMAIN, TYP.

TV
TV
TV
TV
TV
TV
21"
56"
18X36
5 TIER
TRASH
A
A
1107.05
SYMBOL
BOTANICAL / COMMON NAME
SIZE
QTY
|TREES|
Ligustrum lucidum
Glossy Privet
36" Box
21
Olea europaea 'Swan Hill'
Swan Hill Olive
48" Box
6
Phoenix dactylifera 'Medjool'
Medjool Date Palm
16' Clr. Trk.
25
|SHRUBS|
Bouteloua gracilis 'Blonde Ambition'
Blonde Ambition Blue Grama
5 Gal.
94
Buddleja davidii
Butterfly Bush
5 Gal.
13
Caesalpinia gilliesii
Yellow Bird of Paradise
5 Gal.
20
Dalea frutescens
Black Dalea
5 Gal.
29
Dodonaea viscosa
Hopseed Bush
5 Gal.
14
Muhlenbergia capillaris 'Lenca'
Regal Mist® Pink Muhly Grass
5 Gal.
58
Penstemon baccharifolius
Rock Penstemon
5 Gal.
75
Salvia greggii
Autumn Sage
5 Gal.
10
Santolina chamaecyparissus
Lavender Cotton
5 Gal.
33
Tecoma stans
Yellow Bells
5 Gal.
14
|GROUND COVERS|
Lantana montevidensis
Purple Trailing Lantana
1 Gal.
107
Melampodium leucanthum
Blackfoot Daisy
5 Gal.
170
Osteospermum fruticosum 'African
Queen'
Trailing African Daisy
5 Gal.
120
Verbena rigida
Sandpaper Verbena
1 Gal.
59
|CACTI|
Dasylirion wheeleri
Grey Desert Spoon
5 Gal.
9
Hesperaloe parviflora
Red Yucca
5 Gal.
19
PLANT MATERIALS LEGEND
|SHRUB AREAS|
PLANTING AREA
ARTIFICIAL TURF
TV
TV
TV
TV
TV
TV
46"
21"
56"
18
X
36
5 TIER
TRASH
A
A
EX. FF=1107.05
PLANTING PLANS
L3.01
PAGE#
:
SHEET#
:
OF
G P
DRAWN BY
:
PLOT DATE
:
ISSUED FOR
:
PROJECT#
:
REVISIONS
:
DRAWING
:
SCALE
:
Scottsdale, Arizona 85251
7144 E. Stetson Drive, Suite 205
PICKETT
GREEY
WWW.GREEY
PICKETT.COM
P.480.609.0009 F.480.609.0009
.
LANDSCAPE CONSTRUCTION DOCUMENTS
.
.
05.28.2024
PLANTING PLANS
.
.
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.
.
.
TEAM
.
.
.
.
.
.
.
.
.
.
.
.
RRT004
CITY REVIEW
06/04/2024
05
14
L3.01
PUEBLO EL MIRAGE
FITNESS CENTER
11201 EL MIRAGE RD.
EL MIRAGE, AZ 85335
10'
20'
30'
0'
1" = 10'-0"
SCALE:
LIMIT OF WOR
K
LIMIT OF WOR
K
LIMIT OF WOR
K
LIMIT OF WOR
K
LIMIT OF WOR
K
MATCHLINE - SEE SHEET L3.02
L3.01
L3.02
KEYMAP:
SCALE: NTS
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C
H
I
T
E
C
T
A.
S.
U.
A
N
O
Z
I
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A
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G
I
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E
D
L
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LOGAN S.
66419
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2
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TV
TV
TV
TV
TV
TV
TV
46"
21"
56"
18
X
36
5 TIER
TRASH
A
A
EX. FF=1107.05
SYMBOL
BOTANICAL / COMMON NAME
SIZE
QTY
|TREES|
Ligustrum lucidum
Glossy Privet
36" Box
21
Olea europaea 'Swan Hill'
Swan Hill Olive
48" Box
6
Phoenix dactylifera 'Medjool'
Medjool Date Palm
16' Clr. Trk.
25
|SHRUBS|
Bouteloua gracilis 'Blonde Ambition'
Blonde Ambition Blue Grama
5 Gal.
94
Buddleja davidii
Butterfly Bush
5 Gal.
13
Caesalpinia gilliesii
Yellow Bird of Paradise
5 Gal.
20
Dalea frutescens
Black Dalea
5 Gal.
29
Dodonaea viscosa
Hopseed Bush
5 Gal.
14
Muhlenbergia capillaris 'Lenca'
Regal Mist® Pink Muhly Grass
5 Gal.
58
Penstemon baccharifolius
Rock Penstemon
5 Gal.
75
Salvia greggii
Autumn Sage
5 Gal.
10
Santolina chamaecyparissus
Lavender Cotton
5 Gal.
33
Tecoma stans
Yellow Bells
5 Gal.
14
|GROUND COVERS|
Lantana montevidensis
Purple Trailing Lantana
1 Gal.
107
Melampodium leucanthum
Blackfoot Daisy
5 Gal.
170
Osteospermum fruticosum 'African
Queen'
Trailing African Daisy
5 Gal.
120
Verbena rigida
Sandpaper Verbena
1 Gal.
59
|CACTI|
Dasylirion wheeleri
Grey Desert Spoon
5 Gal.
9
Hesperaloe parviflora
Red Yucca
5 Gal.
19
PLANT MATERIALS LEGEND
|SHRUB AREAS|
PLANTING AREA
ARTIFICIAL TURF
PAGE#
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DRAWN BY
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PLOT DATE
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ISSUED FOR
:
PROJECT#
:
REVISIONS
:
DRAWING
:
SCALE
:
Scottsdale, Arizona 85251
7144 E. Stetson Drive, Suite 205
PICKETT
GREEY
WWW.GREEY
PICKETT.COM
P.480.609.0009 F.480.609.0009
.
LANDSCAPE CONSTRUCTION DOCUMENTS
.
.
05.28.2024
PLANTING PLANS
.
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TEAM
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RRT004
CITY REVIEW
06/04/2024
06
14
L3.02
PUEBLO EL MIRAGE
FITNESS CENTER
11201 EL MIRAGE RD.
EL MIRAGE, AZ 85335
PLANTING PLANS
L3.02
10'
20'
30'
0'
1" = 10'-0"
SCALE:
LIMIT OF WOR
K
LIMIT OF WOR
K
MATCHLINE - SEE SHEET L3.01
KEYMAP:
SCALE: NTS
L3.01
L3.02
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LOGAN S.
66419
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/
2
4

A2
A3
TV
TV
TV
TV
TV
TV
18X36
5 TIER
TRASH
A
A
POINT OF CONNECTION:
CONTRACTOR SHALL LOCATE AND
CONNECT TO EXISTING IRRIGATION
MAIN LINE DOWN LINE FROM BACK
FLOW PREVENTER. SIZE NEW MAIN LINE
AND SLEEVE CROSSINGS
ACCORDINGLY.
VALVE LOCATIONS ARE SCHEMATIC
ONLY. LOCATION OF P.O.C. SHALL BE
NOTED BY CONTRACTOR AND
SUBMITTED TO GREEY-PICKETT AND
COATES IRRIGATION CONSULTANTS IN
DIAGRAM FORM.
50 PSI REQUIRED FOR THIS DESIGN.
CONTRACTOR TO CONFIRM IN FIELD.
1-05
1"
T
1-06
1"
S
1-04
1"
P
1
A2
A3
TV
TV
TV
TV
TV
TV
18X36
5 TIER
TRASH
A
A
IRRIGATION PLANS
L4.01
PAGE#
:
SHEET#
:
OF
G P
DRAWN BY
:
PLOT DATE
:
ISSUED FOR
:
PROJECT#
:
REVISIONS
:
DRAWING
:
SCALE
:
Scottsdale, Arizona 85251
7144 E. Stetson Drive, Suite 205
PICKETT
GREEY
WWW.GREEY
PICKETT.COM
P.480.609.0009 F.480.609.0009
.
LANDSCAPE CONSTRUCTION DOCUMENTS
.
.
05.28.2024
PLANTING PLANS
.
.
.
.
.
.
TEAM
.
.
.
.
.
.
.
.
.
.
.
.
RRT004
CITY REVIEW
05/28/2024
###
.
L4.01
PUEBLO EL MIRAGE
FITNESS CENTER
11201 EL MIRAGE RD.
EL MIRAGE, AZ 85335
10'
20'
30'
0'
1" = 10'-0"
SCALE:
LIMIT OF WOR
K
LIMIT OF WOR
K
LIMIT OF WOR
K
LIMIT OF WOR
K
LIMIT OF WOR
K
MATCHLINE - SEE SHEET L4.02
L4.01
L4.02
KEYMAP:
SCALE: NTS
.
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C
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O
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A.
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E
D
L
A
N
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S
SOWERS
LOGAN S.
66419
E
x
p
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s
0
6
/
3
0
/
2
4
IRRIGATION SCHEDULE
MPE-10 HUNTER MULTI-OUTLET EMITTER (ONE PER 6 SHRUBS--NOT
SHOWN) (1.0 GPH @ 20 PSI PER PLANT)
MPE-20 HUNTER MULTI-OUTLET EMITTER (1 PER 24" BOX TREE--NOT
SHOWN) (12.0 GPH @ 20 PSI PER TREE)
ICV-101G HUNTER ELECTRIC VALVE FOR EMITTER SYSTEM
INCLUDES: HY-100 HUNTER WYE STRAINER (150 MESH); & HUNTER
25-PSI PRESSURE REGULATOR -- LATCHING SOLENOID PN: 458200
ICV-FS-SERIES HUNTER ELECTRIC VALVE FOR PALM BUBBLERS.
XC-600 HUNTER WALL-MOUNT ELECTRIC CONTROLLER WITH
SOLAR-SYNC-SEN KIT FOR WEATHER SENSING AND ADJUSTMENTS.
975XL-1.5" WILKINS REDUCED PRESSURE BACKFLOW PREVENTER
HQ44-LRC HUNTER QUICK-COUPLER VALVE
NIBCO T-113K -- BRONZE ISOLATION GATE VALVE
MHT-3/4" --MANUAL DRIP FLUSH DEVICE
CLASS 200 PVC PIPE--MAINLINE. INSTALL TRACER WIRE AND
METALLIC LOCATOR TAPE.
1/2" CLASS 315 PVC PIPE-TO TREE EMITTERS. SOLVENT WELD.
1/2" CLASS 315 PVC PIPE-TO SHRUB EMITTERS. SOLVENT WELD.
SCHEDULE 40 PVC SLEEVING MATERIAL
NOTE:
1.) INSTALL BACKFLOW PREVENTER PER LOCAL CODE.
2.) ALL WIRE SHALL BE #14 UFUL DIRECT-BURIAL, SOLID COPPER WITH
APPROVED CONNECTORS.
3.) ALL PIPE AND WIRING UNDER PAVED SURFACES SHALL BE IN
SCHEDULE 40 PVC SLEEVES, WHETHER OR NOT SHOWN. INSTALL
WIRE SLEEVE ADJACENT TO PIPE SLEEVE AT PAVED CROSSINGS.
4.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL PER
INDUSTRY STANDARDS WHETHER OR NOT SHOWN.
5.) LOCATE TAN VALVE BOXES IN PLANTER AREAS WHERE ACCESSIBLE.
6.) CONTRACTOR SHALL COMPLETE THE FOLLOWING PRIOR TO FINAL
WALK-THROUGH:
A. CONSTRUCTION RECORD (AS-BUILT) DRAWINGS.
B. CONTROLLER DATA SHEETS, INCLUDING IN DIGITAL FORMAT.
C.VERIFY CONTINUITY ON ALL COMMUNICATION CABLES.
46-70 2-1/2"
PIPE SIZING SCHEDULE:
0-4 1/2"
5-7 3/4"
8-12 1"
13-20 1-1/4"
21-30 1-1/2"
31-45 2"
GPM SIZE
NOTE: MINIMUM PIPE SIZE TO EACH SPRINKLER
SHALL BE THE SIZE OF THE SPRINKLER HEAD INLET.
SCHEDULE 40 PVC / CLASS 200 PVC
71-90 3"
SLEEVE SIZING SCHEDULE
MAIN LINE UP TO 1-1/2"
MAIN LINE UP TO 2-1/2"
MAIN LINE UP TO 3"
MAIN LINE UP TO 4"
MAIN LINE UP TO 6"
LATERAL, MAIN & WIRE SIZE
NOTE: ALL SLEEVING SHALL BE SCHEDULE 40 PVC --
MAIN LINE UP TO 8"
SLEEVE SIZE
3"
4"
6"
8"
10"
12"
LATERALS TOTAL UP TO 3"
6"
LATERALS TOTAL UP TO 1"
LATERALS TOTAL UP TO 2"
3"
4"
+ CONVENTIONAL WIRE
+ 2-WIRE CABLE
4"
2"
SOLVENT WELD. ALL MAIN LINE SLEEVING REQUIRES
ADDITIONAL WIRE OR CABLE SLEEVING. SLEEVING
SHALL BE INSTALLED UNDER ALL HARD SURFACES,
WHETHER SHOWN OR NOT.
7.) AN 18 GAGE, BLUE TRACER WIRE SHALL BE INSTALLED WITH MAIN
LINES; 6 INCHES OF WHICH SHALL BE COILED INSIDE THE
CONTROLLER.
8.) THESE IRRIGATION CONSTRUCTION DOCUMENTS, INCLUDING ALL
PLANS, NOTES, DETAILS, AND SPECIFICATIONS ARE INTENDED TO
FACILITATE THE INSTALLATION CONTRACTOR BY PROVIDING
GENERAL GUIDELINES FOR DESIGN INTENT. THEREFORE, ALL
IRRIGATION ELEMENTS GRAPHICALLY REPRESENTED IN THESE
CONSTRUCTION DOCUMENTS ARE SCHEMATIC. FIELD
MODIFICATIONS MAY OCCUR IN ORDER TO FULFILL THE DESIGN
INTENT OF THE DRAWINGS. CONTRACTOR SHALL CONSULT WITH
IRRIGATION DESIGNER AND PREPARE AS-BUILT PLANS SHOULD
FIELD MODIFICATIONS BE NECESSARY.
9.) VALVE KEY:
T = TREE; S = SHRUB;
P = PALMS
CONTROLLER
LETTER/NUMBER
STATION NUMBER
VALVE SIZE
C-01
1" D

TV
1-01
1"
T
1-02
1"
S
1-03
1"
P
A2
A3
TV
TV
TV
TV
TV
TV
18X36
5 TIER
TRASH
A
A
POINT OF CONNECTION:
CONTRACTOR SHALL LOCATE AND
CONNECT TO EXISTING IRRIGATION
MAIN LINE DOWN LINE FROM BACK
FLOW PREVENTER. SIZE NEW MAIN LINE
AND SLEEVE CROSSINGS
ACCORDINGLY.
VALVE LOCATIONS ARE SCHEMATIC
ONLY. LOCATION OF P.O.C. SHALL BE
NOTED BY CONTRACTOR AND
SUBMITTED TO GREEY-PICKETT AND
COATES IRRIGATION CONSULTANTS IN
DIAGRAM FORM.
50 PSI REQUIRED FOR THIS DESIGN.
CONTRACTOR TO CONFIRM IN FIELD.
1-01
1"
T
1-02
1"
S
1-03
1"
P
1-05
1"
T
1-06
1"
S
1-04
1"
P
1
PAGE#
:
SHEET#
:
OF
G P
DRAWN BY
:
PLOT DATE
:
ISSUED FOR
:
PROJECT#
:
REVISIONS
:
DRAWING
:
SCALE
:
Scottsdale, Arizona 85251
7144 E. Stetson Drive, Suite 205
PICKETT
GREEY
WWW.GREEY
PICKETT.COM
P.480.609.0009 F.480.609.0009
.
LANDSCAPE CONSTRUCTION DOCUMENTS
.
.
05.28.2024
PLANTING PLANS
.
.
.
.
.
.
TEAM
.
.
.
.
.
.
.
.
.
.
.
.
RRT004
CITY REVIEW
05/28/2024
###
.
L4.02
PUEBLO EL MIRAGE
FITNESS CENTER
11201 EL MIRAGE RD.
EL MIRAGE, AZ 85335
IRRIGATION PLANS
L4.02
10'
20'
30'
0'
1" = 10'-0"
SCALE:
LIMIT OF WOR
K
LIMIT OF WOR
K
MATCHLINE - SEE SHEET L4.01
KEYMAP:
SCALE: NTS
L4.01
L4.02
.
.
.
.
.
.
.
.
C
A
T
E
N
O
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d
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F
,
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C
A
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E
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E
C
T
A.
S.
U.
A
N
O
Z
I
R
A
R
E
G
I
S
T
E
R
E
D
L
A
N
D
S
SOWERS
LOGAN S.
66419
E
x
p
i
r
e
s
0
6
/
3
0
/
2
4
IRRIGATION SCHEDULE
MPE-10 HUNTER MULTI-OUTLET EMITTER (ONE PER 6 SHRUBS--NOT
SHOWN) (1.0 GPH @ 20 PSI PER PLANT)
MPE-20 HUNTER MULTI-OUTLET EMITTER (1 PER 24" BOX TREE--NOT
SHOWN) (12.0 GPH @ 20 PSI PER TREE)
ICV-101G HUNTER ELECTRIC VALVE FOR EMITTER SYSTEM
INCLUDES: HY-100 HUNTER WYE STRAINER (150 MESH); & HUNTER
25-PSI PRESSURE REGULATOR -- LATCHING SOLENOID PN: 458200
ICV-FS-SERIES HUNTER ELECTRIC VALVE FOR PALM BUBBLERS.
XC-600 HUNTER WALL-MOUNT ELECTRIC CONTROLLER WITH
SOLAR-SYNC-SEN KIT FOR WEATHER SENSING AND ADJUSTMENTS.
975XL-1.5" WILKINS REDUCED PRESSURE BACKFLOW PREVENTER
HQ44-LRC HUNTER QUICK-COUPLER VALVE
NIBCO T-113K -- BRONZE ISOLATION GATE VALVE
MHT-3/4" --MANUAL DRIP FLUSH DEVICE
CLASS 200 PVC PIPE--MAINLINE. INSTALL TRACER WIRE AND
METALLIC LOCATOR TAPE.
1/2" CLASS 315 PVC PIPE-TO TREE EMITTERS. SOLVENT WELD.
1/2" CLASS 315 PVC PIPE-TO SHRUB EMITTERS. SOLVENT WELD.
SCHEDULE 40 PVC SLEEVING MATERIAL
NOTE:
1.) INSTALL BACKFLOW PREVENTER PER LOCAL CODE.
2.) ALL WIRE SHALL BE #14 UFUL DIRECT-BURIAL, SOLID COPPER WITH
APPROVED CONNECTORS.
3.) ALL PIPE AND WIRING UNDER PAVED SURFACES SHALL BE IN
SCHEDULE 40 PVC SLEEVES, WHETHER OR NOT SHOWN. INSTALL
WIRE SLEEVE ADJACENT TO PIPE SLEEVE AT PAVED CROSSINGS.
4.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSTALL PER
INDUSTRY STANDARDS WHETHER OR NOT SHOWN.
5.) LOCATE TAN VALVE BOXES IN PLANTER AREAS WHERE ACCESSIBLE.
6.) CONTRACTOR SHALL COMPLETE THE FOLLOWING PRIOR TO FINAL
WALK-THROUGH:
A. CONSTRUCTION RECORD (AS-BUILT) DRAWINGS.
B. CONTROLLER DATA SHEETS, INCLUDING IN DIGITAL FORMAT.
C.VERIFY CONTINUITY ON ALL COMMUNICATION CABLES.
7.) AN 18 GAGE, BLUE TRACER WIRE SHALL BE INSTALLED WITH MAIN
LINES; 6 INCHES OF WHICH SHALL BE COILED INSIDE THE
CONTROLLER.
8.) THESE IRRIGATION CONSTRUCTION DOCUMENTS, INCLUDING ALL
PLANS, NOTES, DETAILS, AND SPECIFICATIONS ARE INTENDED TO
FACILITATE THE INSTALLATION CONTRACTOR BY PROVIDING
GENERAL GUIDELINES FOR DESIGN INTENT. THEREFORE, ALL
IRRIGATION ELEMENTS GRAPHICALLY REPRESENTED IN THESE
CONSTRUCTION DOCUMENTS ARE SCHEMATIC. FIELD
MODIFICATIONS MAY OCCUR IN ORDER TO FULFILL THE DESIGN
INTENT OF THE DRAWINGS. CONTRACTOR SHALL CONSULT WITH
IRRIGATION DESIGNER AND PREPARE AS-BUILT PLANS SHOULD
FIELD MODIFICATIONS BE NECESSARY.
9.) VALVE KEY:
T = TREE; S = SHRUB;
P = PALMS
CONTROLLER
LETTER/NUMBER
STATION NUMBER
VALVE SIZE
C-01
1" D
46-70 2-1/2"
PIPE SIZING SCHEDULE:
0-4 1/2"
5-7 3/4"
8-12 1"
13-20 1-1/4"
21-30 1-1/2"
31-45 2"
GPM SIZE
NOTE: MINIMUM PIPE SIZE TO EACH SPRINKLER
SHALL BE THE SIZE OF THE SPRINKLER HEAD INLET.
SCHEDULE 40 PVC / CLASS 200 PVC
71-90 3"
SLEEVE SIZING SCHEDULE
MAIN LINE UP TO 1-1/2"
MAIN LINE UP TO 2-1/2"
MAIN LINE UP TO 3"
MAIN LINE UP TO 4"
MAIN LINE UP TO 6"
LATERAL, MAIN & WIRE SIZE
NOTE: ALL SLEEVING SHALL BE SCHEDULE 40 PVC --
MAIN LINE UP TO 8"
SLEEVE SIZE
3"
4"
6"
8"
10"
12"
LATERALS TOTAL UP TO 3"
6"
LATERALS TOTAL UP TO 1"
LATERALS TOTAL UP TO 2"
3"
4"
+ CONVENTIONAL WIRE
+ 2-WIRE CABLE
4"
2"
SOLVENT WELD. ALL MAIN LINE SLEEVING REQUIRES
ADDITIONAL WIRE OR CABLE SLEEVING. SLEEVING
SHALL BE INSTALLED UNDER ALL HARD SURFACES,
WHETHER SHOWN OR NOT.

TV
TV
TV
TV
TV
TV
46"
21"
56"
18X36
5 TIER
TRASH
A
A
EX. FF=1107.05
TV
TV
TV
TV
TV
TV
46"
21"
56"
18
X
36
5 TIER
TRASH
A
A
EX. FF=1107.05
LIGHTING PLAN
L5.01
PAGE#
:
SHEET#
:
OF
G P
DRAWN BY
:
PLOT DATE
:
ISSUED FOR
:
PROJECT#
:
REVISIONS
:
DRAWING
:
SCALE
:
Scottsdale, Arizona 85251
7144 E. Stetson Drive, Suite 205
PICKETT
GREEY
WWW.GREEY
PICKETT.COM
P.480.609.0009 F.480.609.0009
.
LANDSCAPE CONSTRUCTION DOCUMENTS
.
.
05.28.2024
LIGHTING PLAN
.
.
.
.
.
.
TEAM
.
.
.
.
.
.
.
.
.
.
.
.
RRT004
CITY REVIEW
06/04/2024
09
14
L5.01
PUEBLO EL MIRAGE
FITNESS CENTER
11201 EL MIRAGE RD.
EL MIRAGE, AZ 85335
LIMIT OF WOR
K
LIMIT OF WOR
K
LIMIT OF WOR
K
LIMIT OF WOR
K
LIMIT OF WOR
K
S. PARK PL
0'
16'
32'
48'
1" = 16'-0"
SCALE:
LEGEND
UPLIGHTS
56 TOTAL
- KICHLER, 15374BKT, TEXTURED BLACK
- LOW VOLTAGE UPLIGHT; 35D-2700K; 8.5 W
DOWNLIGHTS
20 TOTAL
- KICHLER, 15500CBR, CENTENNIAL BRASS
- LOW VOLTAGE DOWNLIGHT; 2700K; 8W
SPEAKER
14 TOTAL
- TBD
KEYMAP:
SCALE: NTS
L5.01
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C
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A.
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PAGE#
:
SHEET#
:
OF
G P
DRAWN BY
:
PLOT DATE
:
ISSUED FOR
:
PROJECT#
:
REVISIONS
:
DRAWING
:
SCALE
:
Scottsdale, Arizona 85251
7144 E. Stetson Drive, Suite 205
PICKETT
GREEY
WWW.GREEY
PICKETT.COM
P.480.609.0009 F.480.609.0009
.
LANDSCAPE CONSTRUCTION DOCUMENTS
.
.
05.28.2024
HARDSCAPE DETAILS
.
.
.
.
.
.
TEAM
.
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.
.
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.
.
.
.
.
.
.
RRT004
CITY REVIEW
06/03/2024
10
14
L6.01
PUEBLO EL MIRAGE
FITNESS CENTER
11201 EL MIRAGE RD.
EL MIRAGE, AZ 85335
.
.
.
.
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C
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F
,
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A
P
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A
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C
H
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C
T
A.
S.
U.
A
N
O
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I
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A
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E
G
I
S
T
E
R
E
D
L
A
N
D
S
SOWERS
LOGAN S.
66419
E
x
p
ir
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s
0
6 /
3
0
/
2
4
4"
4"
WIDTH PER PLAN
X/3
X
X
TOOLED JOINT - 1/4"
SAWCUT JOINT - 1/8"
CONCRETE SLAB
URETHANE SEALANT
1/2" EXPANSION FILLER
CONCRETE SLAB
BACKER ROD
COMPACTED AB
COMPACTED SUB-GRADE
COLORED CONCRETE
NOTES:
UNLESS OTHERWISE NOTED OR DIMENSIONED
USE THE FOLLOWING DATA FOR EXPANSION
AND CONSTRUCTION JOINT LOCATIONS.
4' WALK C.J. AT 4' O.C. & E.J. AT 24' O.C.
5' WALK C.J. AT 5' O.C. & E.J. AT 24' O.C.
6' WALK C.J. AT 6' O.C. & E.J. AT 24' O.C.
8' WALK C.J. AT 8' O.C. & E.J. AT 24' O.C.
10' WALK C.J. AT 10' O.C. & E.J. AT 30' O.C.
- - REFER TO MATERIALS SCHEDULE - -
REINFORCING IF REQUIRED TO BE PROVIDED BY
STRUCTURAL ENGINEER
CONCRETE - STANDARD
SCALE : 1" = 1'-0"
REFERENCE NOTE(S) :
1
01-01-01
PLAN
SECTION
MORTAR SET EDGES, NO
BORDER COURSE.
PAVERS, PATTERN AND
MATERIAL PER PLAN.
4" COMPACTED
AGGREGATE
BASE.
1" BEDDING SAND.
PAVERS, PER PLAN.
MORTAR SET EDGE.
POLY JOINTS, PER PLAN.
GENERAL NOTES:
1.
CONTRACTOR TO CONFIRM WITH
LANDSCAPE ARCHITECT AND OWNER ON
PATTERN, MATERIAL AND LAYOUT PRIOR TO
PURCHASE OF MATERIAL OR INSTALLATION.
CONCRETE PAVER
SCALE : 1" = 1'-0"
REFERENCE NOTE(S) :
2
01-01-07
POOL COPING
SCALE : 1/2" = 1'-0"
REFERENCE NOTE(S) :
2"
4'-0"
POOL BOND BEAM
-UNDER SEPARATE PERMIT
POOL PLASTER
WATERLINE TILE
- TO MATCH EXISTING POOLS
WATERLINE
POOL COPING
4" CONCRETE DECK BASE
4" A.B.C.
ADJACENT PAVING
REFER TO: LAYOUT PLANS
3
01-01-16
ADJACENT GRASS / TURF AREA
REFER TO PLANS AND REFERENCE
NOTES.
ADJACENT LANDSCAPE AREA,
REFER TO LANDSCAPE PLANS.
CONCRETE HEADER, REFER TO
REFERENCE NOTES FOR
COLOR AND FINISH.
COMPACTED SUBGRADE
3" = 1'-0"
R1/2"
6"
6"
#4 REBAR IF REQUIRED.
CORNERS TO HAVE A HALF
INCH RADIUS, TYPICAL.
1"
2 1/2"
GENERAL NOTES:
1.
REFER TO MATERIAL SCHEDULE OR
REFERENCE NOTES FOR FINISH / COLOR.
2.
REFER TO LAYOUT SHEETS FOR FINAL
ADJACENT CONDITIONS.
3.
CONTROL JOINTS TO BE PLACED A
MAZIMUM OF THREE TIME THE DEPTH OF
HEADER.
4.
CONTROL JOINTS TO BE EVENLY SPACED
THROUGHOUT UNLESS OTHERWISE NOTED
ON THE PLANS.
5.
ALTHOUGH THE #4 REBAR IS NOT
REQUIRED, THE CONTRACTOR IS
RESPONSIBLE FOR ANY AND ALL
CRACKING / BREAKING. IF THE CONTRACT
DEEMS THE REBAR IS NECESSARY IT MUST BE
APART OF THE ORIGINAL PROPOSAL.
LANDSCAPE HEADER - CONCRETE
SCALE : 1 1/2" = 1'-0"
REFERENCE NOTE(S) :
4
01-03-02
POOL GATE
SCALE : 1/2" = 1'-0"
REFERENCE NOTE(S) :
5'-0"
2"
3'-6"
3'-0"
PANIC BAR INSIDE GATE
PER OWNER
ADJACENT STUCCO POOL WALL
4"X1/4" HORIZONTAL STEEL BAR
3/16" STEEL PLATE LOCK FRAME
1/4"X4" STEEL BAR LOCK FRAME
KEYED LOCKSET PER OWNER
1/8" STEEL PERFORATED METAL
WITH 3/4" SQUARE HOLES
- 1-1/4" O.C. EACH WAY, TYP.
(3) HEAVY DUTY SELF CLOSING HINGES
- CONTRACTOR TO ENSURE CODE
COMPLIANCE
4" X 1/4" HORIZONTAL STEEL BAR
NOTE:
SHOP DRAWINGS REQUIRED
5
02-02-001
BLACK LAVA ROCK
24" FIRE RING STAINLESS STEEL PIPE
COLORED CONCRETE CAP
DAVIS: SANDSTONE 5237
COMPACTED BACK FILL
AIR MIXTURE VALVE
FIRE CONTROLS
STUCCO FINISH TO MATCH FITNESS CENTER
NATURAL GAS LINE IN
CONCRETE SLAB FOOTING &
REINFORCEMENT, BY OTHERS
3'-11"
1/2"
1/2"
8"
8"
2'-0"
FIRE FEATURE
SCALE : 1/2" = 1'-0"
REFERENCE NOTE(S) :
4'-0"
6
06-01-01
42" BUILT-IN GAS GRILL
COYOTE S-SERIES GAS GRILL
SKU# C2SL42
COLORED CONCRETE
COUNTERTOP
DAVIS: SANDSTONE 5237
6"X8" CMU BLOCK
VENT PAINTED COLOR
OF STUCCO
STUCCO & PAINT TO
MATCH FITNESS CENTER
CONCRETE FOOTING
2'-6"
3'-3"
6"
8"
42" BUILT-IN GAS GRILL
COYOTE S-SERIES GAS GRILL
SKU# C2SL42
COLORED CONCRETE COUNTERTOP
DAVIS: SANDSTONE 5237
STUCCO & PAINT TO MATCH FITNESS CENTER
36" BBQ ISLAND DOUBLE ACCESS DOORS
COYOTE SKU: CDA2426
3'-3"
FRONT ELEVATION
SECTION
BACK ELEVATION
COLORED CONCRETE COUNTERTOP
DAVIS: SANDSTONE 5237
STUCCO & PAINT TO MATCH HOUSE
14'-9"
3'-3"
VENT BLOCK - PAINT TO MATCH
HOUSE
6'-1"
6'-1"
RELOCATED 32" BUILT-IN GAS GRILL
2'-8"
14'-9"
15'-1"
OUTDOOR KITCHEN
SCALE : 1/2" = 1'-0"
REFERENCE NOTE(S) :
7
08-02-09
CMU BLOCK RETAINING WALL
SCALE : 1/2" = 1'-0"
REFERENCE NOTE(S) :
HEIGHT VARIES PER PLAN
2"
**
**
CONCRETE CAP
INTEGRAL COLOR: DAVIS;
SANDSTONE 5237
FINISHED UPPER PLANTER ELEVATION
STUCCO & PAINT TO MATCH FITNESS
CLUBHOUSE
8X8X16 CMU BLOCK WALL
STEEL REINFORCEMENT
REFER TO: STRUCTURAL ENGINEER'S
DOCUMENTS
DRAINAGE AGGREGATE
REFER TO: STRUCTURAL ENGINEER'S
DOCUMENTS
DRAIN PIPE
REFER TO: STRUCTURAL ENGINEER'S
DOCUMENTS
WATER PROOFING
REFER TO: STRUCTURAL ENGINEER'S
DOCUMENTS
(**) REFER TO STRUCTURAL ENGINEER'S
DOCUMENTS
8
CONCRETE STAIRS
SCALE : 1/2" = 1'-0"
REFERENCE NOTE(S) :
CAST-IN-PLACE CONCRETE STEPS
REFER TO: STRUCTURAL ENGINEER'S
DOCUMENTS FOR REINFORCEMENT
ADJACENT PAVING
REFER TO: HARDSCAPE PLANS
1'-0"
1'-0"
6"
9

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REVISIONS
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SCALE
:
Scottsdale, Arizona 85251
7144 E. Stetson Drive, Suite 205
PICKETT
GREEY
WWW.GREEY
PICKETT.COM
P.480.609.0009 F.480.609.0009
.
LANDSCAPE CONSTRUCTION DOCUMENTS
.
.
05.28.2024
PLANTING DETAILS
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TEAM
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RRT004
CITY REVIEW
05/28/2024
11
14
L7.01
PUEBLO EL MIRAGE
FITNESS CENTER
11201 EL MIRAGE RD.
EL MIRAGE, AZ 85335
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SOWERS
LOGAN S.
66419
E
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p
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0 6
/
3
0
/
2
4
D
EQUAL
S
EQUAL
ALL GROUND COVER PLANTS TO BE PLANTED ON
CENTER AND IN A TRIANGULAR PATTERN.
CONCRETE CURB OR PAVEMENT EDGE, PER PLAN.
GENERAL NOTES:
1.
UNLESS INDICATED ON SYMBOLIZED PLANTING PLAN,
ARRANGE PLANTS IN A TRIANGULAR FASHION IN ORDER
TO MAINTAIN EQUAL DISTANCE BETWEEN PLANTS.
CONCRETE CURB OR
PAVEMENT EDGE, PER PLAN.
1" DEPTH DECOMPOSED GRANITE MULCH OVER PLANT
BEDS / PITS.
D
6" OR PER
SPECIFICATION
2" DEPTH OF DECOMPOSED GRANITE OVER NON-PLANT PIT AREAS.
TILL NATIVE SOIL TO A DEPTH OF 8" ADDING 3 CUBIC YARDS OF
NITROLIZED HUMUS PER 1,000 SQUARE FEET. ADD GYPSUM AT THE RATE
OF 20 POUNDS PER 1,000 SQUARE FEET AND INCORPORATE INTO TOP 2"
OF SOIL. APPLY DACTHAL OR SURFLAN TO ALL GROUND COVER BEDS AT
THE MANUFACTURER'S RECOMMENDED RATE.
DIMENSION NOTES:
·
D = DISTANCE FROM CENTER OF PLANT TO BACK OF CURB OR
PAVEMENT EDGE IS 2'-0" MINIMUM UNLESS OTHERWISE NOTED ON
PLAN.
·
S = CENTER SPACING FROM PLANTS.
~
EQUAL
PLANT SPACING DETAIL
SCALE : NTS
1
FERTILIZER TABLETS - SEE M-103.01 PLANTING NOTES.
2" DEPTH OF DECOMPOSED GRANITE OVER
NON-PLANT PIT AREAS.
1" DEPTH OF DECOMPOSED GRANITE OVER PLANT
PITS. MULCH OVER PLANT PITS.
GENERAL NOTES:
1.
PLANTS DELIVERED WITH CRACKED OR
BROKEN CONTAINERS, NOT ROOTED IN CAN
OR ROOT BOUND, WILL BE REJECTED.
DIMENSION NOTES:
·
W = WIDTH OF ROOT BALL.
·
2W = 2 TIMES WIDTH OF ROOT BALL.
W
2W
~
NATIVE SOIL BACKFILL MIX, REFER TO
SPECIFICATIONS.
SCARIFY SIDES AND BOTTOM
OF PLANT PIT (INSPECTION
REQUIRED).
UNDISTURBED NATIVE SOIL
MINIMUM COMPACTION 85%.
MINIMUM PLANT PIT SIZE DEPTH
OF PIT EQUAL TO HEIGHT OF
ROOT BALL.
TOP OF FINISHED GRADE
WITHOUT DECOMPOSED
GRANITE.
ROOT BALL. TOP OF ROOT BALL TO BE FLUSH WITH
ADJACENT FINISHED GRADE.
SHRUB PLANTING DETAIL
SCALE : NTS
2
GENERAL NOTES:
1.
TREE SIZE AND CALIPER TO MEET OR EXCEED
LOCAL STANDARDS FOR NURSERY STOCK. REFER
TO LOCAL STANDARDS FOR NURSERY STOCK.
2.
PLANTS DELIVERED WITH CRACKED OR BROKEN
CONTAINERS, NOT ROOTED IN CAN OR ROOT
BOUND, WILL BE REJECTED.
3.
TREE TRUNK SHALL BE CAPABLE OF MOVEMENT IN
ALL DIRECTIONS.
4.
TREES SHALL NOT BE PRUNED PRIOR TO PLANTING.
PRUNING WILL BE AT THE DISCRETION OF THE
LANDSCAPE ARCHITECT UPON ACCEPTANCE OF
THE TREE PLANTING.
5.
FOR SOIL MIX, REFER TO PLANTING NOTES DETAIL.
W
2W
DIMENSION NOTES:
·
W = WIDTH OF ROOT BALL.
·
2W = 2 TIMES WIDTH OF ROOT BALL.
2" DEPTH OF DECOMPOSED GRANITE
OVER NON-PLANT PIT AREAS.
1" DEPTH OF DECOMPOSED GRANITE
OVER PLANT PITS; KEEP 4" CLEAR
AROUND TREE TRUNK.
ROOT BALL.
LODGE POLE PINE STAKES. REFER TO
TREE STAKING DETAIL.
SCARIFY SIDES AND BOTTOM OF
PLANT PIT.
UNDISTURBED SUBGRADE. REFER TO
GEOTECHNICAL REPORT FOR
COMPACTION REQUIREMENTS.
MINIMUM PLANT PIT SIZE DEPTH OF
PIT EQUAL TO HEIGHT OF ROOT BALL.
FINISHED ELEVATION OF THE TOP OF
THE ROOT FLARE TO BE 1" ABOVE
FINISH GRADE WITHOUT
DECOMPOSED GRANITE.
FINISH GRADE WITHOUT
DECOMPOSED GRANITE.
TREE PLANTING DETAIL
SCALE : NTS
3
12" MIN.
6"
EQUAL
EQUAL
LODGE POLE PINE STAKE (TREATED). 10' LONG. STAKES
TO BE PLACED 6" FROM OUTSIDE EDGE OF ROOT BALL.
SEE BELOW FOR QUANTITY AND SIZE.
TREE TRUNK, TYPICAL.
1/2" DIAMETER RUBBER HOSE, 2 TIMES TRUNK CALIPER WITH 12
GAUGE WIRE.
GENERAL NOTES:
1.
INSTALL STAKES / LODGE POLES.
2.
SECURE INTERIOR 12 GAUGE WIRE TO RUBBER HOSES.
3.
ATTACH RUBBER HOSES TO ALL TRUNKS.
4.
ALLOW FOR MOVEMENT AND GROWTH BETWEEN RUBBER HOSE AND
STAKE / LODGE POLE.
5.
STAKE MUST EXTEND A MINIMUM OF 12" INTO UNDISTURBED SOIL.
6.
POSITION STAKES TO AVOID RUBBING BRANCHES AND PIERCING ROOT
BALL.
7.
SALVAGED TREES SHALL BE PLANTED IN A HOLE THE SIZE OF THE ROOT
BALL AND STAKING IS NOT REQUIRED.
MULTI-TRUNK TREE
STANDARD TREE
15 GAL. TO 24"
STANDARD TREE
36" TO 48"
18"-24"
18"-24"
18"-24"
LODGEPOLE SIZING CHART
·
15 GAL. TO 24" BOX:
(2) - 2" DIAMETER X 10'-0" STAKES
·
36" BOX AND LARGER:
(3) - 3" DIAMETER X 12'-0" STAKES
NOTE: STAKES MAY BE TRIMMED AS NECESSARY.
TREE STAKING DETAIL
SCALE : NTS
4
*
5'-0" MIN.
W
2W
DIMENSION NOTES:
·
W = WIDTH OF ROOT BALL.
·
2W = 2 TIMES WIDTH OF ROOT BALL.
·
= WIDTH VARIES
*
LODGE POLE PINE STAKES.
REFER TO TREE STAKING DETAIL.
ROOT BALL.
NATIVE SOIL BACKFILL MIX.
REFER TO SPECIFICATIONS.
FINISHED GRADE.
HARDPAN / CALICHE LAYER.
8" DIAMETER BY 5'-0" DEEP AUGER-DUG WELL FILLED
WITH 1-1/2" DIAMETER CRUSHED ROCK.
HARDPAN TREE PLANTING DETAIL
SCALE : NTS
5
GENERAL NOTES:
1.
TREE SIZE AND CALIPER TO MEET OR EXCEED
LOCAL STANDARDS FOR NURSERY STOCK.
REFER TO PALM SIZING DETAIL.
DIMENSION NOTES:
·
W = WIDTH OF ROOT BALL.
·
2W = 2 TIMES WIDTH OF ROOT BALL.
·
D = DEPTH OF ROOT BALL.
PALM TRUNK.
4" PERFORATED VIEW TUBE EXTENDED TO DEPTH OF ROOT
BALL. FILL WITH 3/8" PEA GRAVEL, AND WRAP FILTER FABRIC
AND CAP. INSERT DRIP EMITTER TUBING INTO SLEEVING; SEE
IRRIGATION DETAILS FOR MORE INFORMATION.
FINISH GRADE.
MULTI-OUTLET EMITTER. SEE IRRIGATION PLANS FOR MORE
DETAILS.
BACKFILL WITH 100% WASHED CONCRETE SAND TO GRADE.
DO NOT COVER WITH MULCH OR TOP SOIL. SAND MUST
BREATH.
ROOTBALL.
4" PERFORATED VIEW TUBE, WRAPPED WITH FILTER FABRIC.
REMOVE ON BOTH ENDS.
IRRIGATION TUBE, DRIP EMITTER SLEEVE, TYPICAL
OF TWO (2). SEE IRRIGATION PLANS FOR MORE
DETAILS.
EDGE OF EXCAVATED TREE HOLE.
PERFORATED VIEW TUBE, TWO (2) LOCATIONS.
ROOTBALL.
PALM TRUNK.
W
2W
2'-0"
D
PLAN VIEW
PALM TREE PLANTING DETAILS
SCALE : NTS
6
HEIGHT PER PLANT MATERIALS LEGEND
3'-0"
GENERAL NOTES:
1.
ALL PALM TREES OF THE SAME SPECIES ARE REQUIRED
TO MATCH IN SIZE AND QUALITY.
2.
CONTRACTOR TO PROVIDE
PALM FRONDS TO BE TIED
AND PROTECTED DURING
TRANSPORT AND INSTALL.
BASE OF FULLY EXPANDED FRONDS.
BASE OF 'PINEAPPLE'.
STRAIGHT TRUNK.
AERIAL ROOTS (AIR ROOTS) TO BE
LESS THAN 4" ABOVE SOIL LEVEL.
NURSERY SOIL LEVEL.
PALM TREE SIZING DETAIL
SCALE : NTS
7

IRRIGATION DETAILS
L7.02
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DRAWN BY
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REVISIONS
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DRAWING
:
SCALE
:
Scottsdale, Arizona 85251
7144 E. Stetson Drive, Suite 205
PICKETT
GREEY
WWW.GREEY
PICKETT.COM
P.480.609.0009 F.480.609.0009
.
LANDSCAPE CONSTRUCTION DOCUMENTS
.
.
05.28.2024
PLANTING PLANS
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RRT004
CITY REVIEW
05/28/2024
###
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L7.02
PUEBLO EL MIRAGE
FITNESS CENTER
11201 EL MIRAGE RD.
EL MIRAGE, AZ 85335
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SOWERS
LOGAN S.
66419
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DIRECT-BURY WIRE SPLICE
CLOSE COVER OF CAPSULE, SEPARATING WIRES INTO CHANNELS
NOTE: VISUALLY CHECK THAT CONNECTOR IS BELOW LOCKING "FINGERS"
1.
2.
3.
4.
5.
4.
3.
2.
1. STRIP ENDS OF WIRE
SECURE WIRES INTO WIRE NUT
INSERT WIRE NUT
INTO CAPSULE
PUSH WIRE NUT TO BOTTOM OF CAPSULE
1/2"
5.
2"
2"
2"
2"
2"
2"
NOTE: ALL PIPE TO BE INSTALLED PER
SUB-MAIN
LATERAL
PIPING
24-VOLT WIRE
LATERAL,
& WIRE
MAIN LINE,
PVC MAIN LINE
LATERAL PIPING
120-VOLT CONTROL WIRE
BACK INDICATOR OR COMPUTER
CABLE WIRING
TAPE & BUNDLE EVERY 10',
PROVIDE LOOSE 20" LOOP AT ALL
TRENCHING DETAIL
CHANGES OF DIRECTION OVER 30°
EXCAVATED MATERIAL
BEDDING AND COVER MATERIAL
BEDDING
COVER
FINAL BACKFILL
NOTE:
SHALL BE INSTALLED 12" ABOVE ALL POWER WIRING IN TRENCHES
PLASTIC PIPE TO BE "SNAKED"
MANUFACTURER'S SPECIFICATIONS
IN TRENCHES
12"
18"
24"
APPROVED "ELECTRICAL POWER WIRES BELOW" WARNING TAPE
REDUCED PRESSURE BACKFLOW PREVENTER
THRUST BLOCKS (2)
6"x6"x6" CONCRETE
TO VALVES
FINISHED GRADE
NIPPLE
UNION
NIPPLE
ELL
FOR FLUSHING
Y-STRAINER W/ 80-MESH
PRESSURIZING SYSTEM
SCHRADER VALVE FOR
MAY BE BRASS, THREADED
CONNECTIONS ON ASSEMBLY
NOTE:
W/ SUPPORTS IF SPECIFIED
INSTALL CONCRETE SLAB
PREVENTER
REDUCED PRESSURE BACKFLOW
6" COPPER NIPPLE
COPPER 90° ELL
COPPER NIPPLE (LENGTH AS REQ'D.)
MAIN LINE FROM SOURCE
SCREEN AND HOSE BIB
12" MIN.
FOR DRAINING
6" COPPER NIPPLE
COPPER 90°
6" COPPER
COPPER
COPPER
(LENGTH AS
REQ'D.)
EMITTER LOCATION
MULTI
TREE EMITTER -
EMITTER (TYPICAL)
SINGLE
SHRUB EMITTER -
30°
SHALL BE WITHIN PLANT PIT
PLANT BALL AS INDICATED.
PLANT MATERIAL. ONE EMISSION
LOCATED ON UPHILL SIDE OF
ALL EMISSION POINTS SHALL BE
NOTE:
BEING OF THE PLANTS.
NECESSARY FOR THE WELL-
MAKE ADJUSTMENTS AS
THE PLANT MATERIAL AND
CONTRACTOR MUST OBSERVE
CONDITIONS VARY GREATLY.
ONLY. SITE, SOIL AND PLANT
THIS IS A WATERING GUIDE
TUBES
2nd 6
TYPE
EMITTER
SIZE
TREE
TUBES
1st 6
FROM TRUNK
DISTANCE
4-30"
5-33"
6-36"
6-42"
1-1 GPH
1-1 GPH
1-1 GPH
1-2 GPH
1-2 GPH
2-2 GPH
2-2 GPH
2-2 GPH
3-2 GPH
3-12"
4-18"
6-21"
6-24"
6-27"
6-12"
6-15"
6-18"
6-20"
72"
60"
54"
48"
42"
36"
30"
24"
15 G
FOR TREES 42" BOX & LARGER
IRRIGATION CONSULTANT
NEEDED AS DIRECTED BY
SECOND EMISSION POINTS IF
6" MIN., 12" MAX.
PLANT CENTER (TYPICAL)
EMITTER (TYPICAL)
PLANT PIT (TYPICAL)
EMISSION POINT (TYPICAL)
PLANT ROOT BALL (TYPICAL)
60°
60°
60°
60°
60°
CENTER FOR TYP. 24" BOX TREE.
POINT SHALL BE DIRECTLY TO
ADDITIONAL EMISSION POINTS
PERIMETER - 18" FROM TREE
2" DECOMPOSED GRANITE
6" VALVE PIT
FINISHED GRADE
3/4" HOSE THREAD
END CAP FOR FLUSHING
PVC ADAPTER -SLIPxMHT
STEEL REBAR STAKE
SECURE TO STAKE IN
2 PLACES - MINIMUM
6" RND. PERFORATED PIPE
EXTENSION W/CUT-OUT TO
ACCEPT LATERAL
3/4" GRAVEL SUMP -4" DEPTH
DRIP LATERAL
2"
MIN.
12"
3"
MAX.
2"
DRIP SYSTEM FLUSH PLUG
4" MIN.
(UPHILL SIDE OF PLANT CENTERLINE)
PLANT PIT
ROOT BALL
CENTERLINE OF PLANT
24" BOX TREE TYPICAL
MULTI-OUTLET EMITTER
EMITTER
MULTI-OUTLET
(1-1/2" ABOVE GRADE)
1/4" VINYL TUBING--8 FEET MAX.
18"
FINISH GRADE
2" DECOMPOSED GRANITE
FOUR HOLES OPEN INITIALLY, WITH TUBING
3.)
CENTER LINE.
LOCATED WITHIN 4 INCHES OF PLANT
AT LEAST ONE EMITTER TUBE TO BE
2.)
TO ROOTBALL.
UPHILL OF PLANT, SUPPLYING WATER
EMISSION POINTS SHALL BE LOCATED
1.)
NOTE:
12"
TBE NIPPLE
CL 200 PVC LATERAL PIPE
1/2" X 4" SCH. 80
1/2" SCH 40 SST TEE
SPACED EQUALLY AROUND THE DRIP LINE OF TREE.
TUBING MIN.--SEE
FOUR PORTS WITH
NOTE #3
EMITTER VALVE MANIFOLD
PVC LATERAL TO EMITTERS
PVC COUPLING
12" PEA GRAVEL SUMP
12"
THREADED ADAPTERS
PVC MAIN LINE PIPE
PVC SCH. 80 NIPPLES
FROM CONTROLLER
24-VOLT WIRES
GRAVEL BASE
6" PEA
VALVE
ELECTRIC
19.8" x 26.3" VALVE BOX
FINISHED GRADE
BRONZE GATE VALVE
PVC SCH. 80 NIPPLE
ANGLE DOWN
FITTINGS
ON ALL THREADED
USE TEFLON TAPE
NOTE:
TO CONTROLLER
PVC SCH. 80 90° ELL (SxS)
WYE STRAINER
REGULATOR
PRESET PRESSURE
GATE VALVE ASSEMBLY
6"
BRONZE GATE VALVE
MAIN SUPPLY LINE
(LENGTH AS REQ'D.)
6" PVC PIPE EXTENSION
AS UNDISTURBED ADJACENT SOIL
PIT ASSEMBLY TO SAME DENSITY
COMPACT SOIL AROUND VALVE
NOTE:
PLASTIC VALVE PIT AND
FINISHED GRADE
COVER - 10" ROUND
WITH CROSS HANDLE
18"
SCH. 80 TOE NIPPLES
1/8" X 1" ANGLE
IRON--24" LONG
U-CLAMP (2)
STAINLESS STL
QUICK COUPLER SHALL HAVE LOCKING RUBBER COVER
PVC LATERAL
1.
3.
4.
NOTES
QUICK-COUPLER VALVE IN BOX
2.
PROVIDE (1) QUICK COUPLER KEY FOR EACH SIX QUICK
EACH QUICK COUPLER SHALL BE IN A SEPARATE
PLACE 4"-6" DEPTH PEA GRAVEL UNDER VALVE BOX.
COUPLER VALVES.
VALVE BOX
THREADS
LASCO PRE-FAB
ELASTOMERIC
SWING JOINT w/
PVC TEE OR ELL
VALVE
COUPLER
QUICK
(10" PIT)
VALVE BOX
FINISH GRADE
(#G111-212 w/
TOE NIPPLE)
SEALED ACME
1" PVC PIPE SLEEVE MARKER--
INSTALL AT BOTH ENDS OF EACH
SLEEVE LOCATION AND EXTEND AT
PVC SLEEVING (TYPICAL)
PAVED SURFACE
TYPICAL SLEEVING DETAIL
CURB AND GUTTER IF
APPLICABLE
ROUGH GRADE
24" MIN.
12"
18" MIN.
SEAL ENDS OF SLEEVES WITH
CLOTH DUCT TAPE (TYPICAL)
LEAST 18" ABOVE GRADE. SPRAY
EXPOSED PORTION OF MARKER
WITH GREEN FLUORESCENT PAINT.
LANDSCAPE CONTRACTOR SHALL
REMOVE SLEEVE MARKER FOLLOWING
INSTALLATION OF IRRIGATION AND
APPROVAL OF PROJECT AS-BUILTS.
4-6" MIN.
4-6" MIN.
MIN.
NOTE:
1.) ALL SLEEVING TO BE SCHEDULE 40 PVC, SIZED AS NOTED.
2.) INSTALL SLEEVES IN SIDE-BY-SIDE CONFIGURATION WHERE MULTIPLE SLEEVES ARE TO BE
INSTALLED. SPACE SLEEVES 4" TO 6" APART. DO NOT STACK SLEEVES VERTICALLY.
CONTROLLER DETAIL
1-1/4" CONDUIT
1/2" CONDUIT
CONDUIT
CONTROLLER
CONCRETE BASE
18"x18"x8"
TO CONTROL VALVES
BURIAL WIRES
120-VOLT WIRE
FLUSH W/ CONCRETE BASE)
2" 90° SWEEP ELL (INSTALL
GRADE
FINISHED
(1/4"x 3")
ANCHOR BOLTS (4)
PEDESTAL
STEEL
ACCESS
1" CONDUIT
CONNECTION
CONDUIT
CONTROLLER
4.
VOLTAGE BOX IN CONTROLLER
3.
2.
1.
NOTE:
MANUFACTURER.
BE INSTALLED PER
GROUNDING ROD SHALL
5/8"x8'-0" COPPER-CLAD
NOTE:
VALVES
TO CONTROL
UFUL DIRECT-
120-VOLT WIRE
FINISHED
ALL WIRING TO BE INSTALLED AS PER LOCAL CODE
SEE MANUAL FOR MOUNTING INSTRUCTIONS
120-VOLT AND GROUND CONNECTIONS INSIDE HIGH
24-VOLT CONNECTIONS INSIDE CABINET OR ACCESS
COVER OF PEDESTAL
COVER
UFUL DIRECT-
CONNECTION
GRADE
BURIAL WIRES

PART 1 - GENERAL
1.01 - WORK INCLUDED, BUT NOT LIMITED TO:
-LANDSCAPE FINISH GRADING.
-SOIL PREPARATION
-TREE SUPPORTS
-PLANTING
-WATERING
-MAINTENANCE
DEFINITIONS:
OWNER'S REPRESENTATIVE - AN AUTHORIZED AGENT DETERMINED BY OWNER TO ACT ON THEIR
BEHALF, IN SOME CASES THE LANDSCAPE ARCHITECT MAY BE THE OWNER REPRESENTATIVE AS
OUTLINED IN THESE SPECS.
PLANT MATERIAL - ALL TREES, SAGUAROS, OCOTILLOS, PALMS, SHRUBS, CACTI, GROUND
COVER, AND OTHER PLANTS.
1.02 - RELATED WORK
CONTRACTOR: MINIMUM 5 YEARS EXPERIENCE IN SUPPLY AND INSTALLATION OF LANDSCAPE
MATERIALS. A FOREMAN WITH A MINIMUM OF 5 YEARS EXPERIENCE IN RELATED WORK SHALL
BE ON SITE AT ALL TIMES.
1.03 - SOURCE QUALITY CONTROL
a.
PROVIDE CERTIFICATES OF INSPECTION FOR ALL MATERIALS AS REQUIRED BY LAW OR
REGULATION.
b.
PACKAGE STANDARD MATERIALS WITH MANUFACTURERS CERTIFIED ANALYSIS.
PROVIDE ANALYSIS BY RECOGNIZED LABORATORY MADE IN ACCORDANCE WITH
METHODS ESTABLISHED BY THE ASSOCIATION OF OFFICIAL CHEMISTS FOR ALL OTHER
MATERIAL.
c.
PROVIDE TREES AND SHRUBS GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE
WITH GOOD HORTICULTURAL PRACTICE. PROVIDE HEALTHY, UNDAMAGED,
VIGOROUS STOCK GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO CONDITIONS
AT PROJECT SITE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE AND DEFECTS SUCH
AS SUN-SCALD, KNOTS, INJURIES, ABRASIONS OR DISFIGUREMENTS. PROVIDE TREES
AND SHRUBS OF THE SIZES INDICATED. TREES AND SHRUBS OF SIZES LARGER THAN
THOSE INDICATED MAY BE USED PROVIDED ROOTS, ROOT BALL, STAKING AND
PLANTING PITS ARE INCREASED PROPORTIONATELY.
1.04 - REFERENCE STANDARDS
a.
PROJECT'S CITY / COUNTY / STATE REFERENCED REGULATIONS FOR NURSERY GROWN
PLANT MATERIAL, MOST CURRENT EDITION.
b.
STATE OF ARIZONA, ARIZONA NURSERY ASSOCIATION, CONTAINER GROWN TREE
GUIDE, MOST CURRENT EDITION.
c.
STATE OF CALIFORNIA, DEPARTMENT OF FOOD AND AGRICULTURE, REGULATIONS FOR
NURSERY INSPECTIONS, RULES AND GRADING, MOST CURRENT EDITION.
d.
STATE OF FLORIDA, FLORIDA DEPARTMENT OF AGRICULTURE, GRADES AND
STANDARDS FOR NURSERY STOCK, MOST CURRENT EDITION.
e.
STATE OF NEVADA, NEVADA DEPARTMENT OF AGRICULTURE, PLANT HEALTH AND
COMPLIANCE NURSERY REGULATIONS, MOST CURRENT EDITION.
f.
STATE OF IDAHO, IDAHO NURSERY AND LANDSCAPE ASSOCIATION, MOST CURRENT
EDITION.
g.
ANSI Z60.1 AMERICAN STANDARD FOR NURSERY STOCK, MOST CURRENT EDITION.
1.05 - SAMPLES
SUBMIT THE FOLLOWING MATERIAL SAMPLES TO OWNER'S REPRESENTATIVE A MINIMUM OF 48
HOURS PRIOR TO START OF WORK.
a.
TOPSOIL FOR BACKFILL MIX (TREES AND SHRUBS).
b.
WOOD SHAVINGS/MULCH.
c.
TREE SUPPORTS.
d.
DECOMPOSED GRANITE / MULCH.
e.
BOULDERS.
THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO TAKE AND ANALYZE SAMPLES OF
MATERIALS FOR CONFORMITY TO SPECIFICATION AT ANY TIME. FURNISH SAMPLES UPON
REQUEST BY OWNER'S REPRESENTATIVE. REJECTED MATERIALS SHALL BE IMMEDIATELY
REMOVED FROM THE SITE AND REPLACED AT THE CONTRACTOR'S ADDITIONAL EXPENSE.
SUBMIT SAMPLES OF DECOMPOSED GRANITE FOR APPROVAL OF GRADUATION AND COLOR.
SAMPLE SHALL BE REPRESENTATIVE OF VARIATIONS WITHIN SIZE AND COLOR TO BE PROVIDED.
1.06 - PRODUCT DATA
SUBMIT TO OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS PRIOR TO START OF WORK
MANUFACTURERS COMPREHENSIVE PRODUCT DESCRIPTION, INCLUDING SPECIFICATIONS
AND INSTALLATION INSTRUCTIONS.
1.07 - CERTIFICATES AND TEST REPORTS
PROVIDE AND PAY FOR ALL MATERIALS TESTING. TESTING AGENCY SHALL BE ACCEPTABLE TO
THE LANDSCAPE ARCHITECT. SUBMIT TO OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS
PRIOR TO START OF WORK 2 COPIES OF CERTIFICATES OF INSPECTION AS REQUIRED BY
GOVERNMENTAL AUTHORITIES, AND MANUFACTURERS' VENDORS CERTIFIED ANALYSIS FOR
SOIL AMENDMENTS, FERTILIZER MATERIALS, AND CHEMICALS. SUBMIT OTHER DATA
SUBSTANTIATION THAT MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS. CERTIFICATES ARE
REQUIRED TO DETERMINE THE QUALITY AND QUANTITY OF ALL SPECIFIED SOIL AMENDMENTS.
MATERIALS CERTIFICATION TO BE SUBMITTED INCLUDE, BUT ARE NOT LIMITED TO: TOPSOIL
SOURCE AND NUTRIENT ANALYSIS, MULCH, FERTILIZERS/SOIL AMENDMENTS/CHEMICALS.
TEST REPRESENTATIVE MATERIAL SAMPLES PROPOSED FOR USE. PROVIDE THE FOLLOWING
DATA:
a.
TOPSOIL AND PLANTING BACKFILL.
b.
SOIL PH.
c.
PARTICLE SIZE, PERCENTAGE SOIL TEXTURE.
d.
PERCENTAGE ORGANIC MATERIAL.
e.
PERCOLATION RATE.
f.
NUTRIENT LEVEL ANALYSIS.
g.
ALL MACRO, SECONDARY AND MICRO NUTRIENT SALINITY.
h.
ESP.
i.
FREE LIME.
RECOMMENDATIONS ON TYPE AND QUANTITY OF AMENDMENTS REQUIRED TO BRING LEVELS
INTO ACCEPTABLE RANGES AS DETAILED IN PART 2 - PRODUCTS OF MATERIALS OF THESE
SPECIFICATIONS.
SEPARATE RECOMMENDATIONS TO BE SUBMITTED FOR EACH CROP. CROP TO BE
IDENTIFIED AS:
a.
IRRIGATED TREES AND SHRUBS.
b.
TURF.
1.08 - MAINTENANCE DATA
SUBMIT TO OWNER'S REPRESENTATIVE 2 COPIES OF TYPEWRITTEN INSTRUCTIONS, PRIOR TO
EXPIRATION OF THE INITIAL MAINTENANCE PERIOD, RECOMMENDING PROCEDURES TO BE
FOLLOWED BY THE OWNER FOR THE MAINTENANCE OF LANDSCAPE WORK FOR ONE FULL
YEAR.
1.09 - PRODUCT DELIVERY, STORAGE AND HANDLING
DELIVER PACKAGED MATERIAL IN CONTAINERS SHOWING WEIGHT, ANALYSIS AND
IDENTIFICATION OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION AT ALL
TIMES.
PROVIDE PROTECTIVE COVERS TO PLANT LIFE AND TREES DURING DELIVERY. DO NOT PRUNE
TREES PRIOR TO DELIVERY. DO NOT BEND-TIE TREES OR SHRUBS IN SUCH A MANNER AS TO
CAUSE DAMAGE OR DESTROY SHAPE. DELIVER MATERIALS AFTER PREPARATION FOR PLANTING
HAVE BEEN COMPLETED. PLANT IMMEDIATELY. IF PLANTING IS DELAYED FOR MORE THAN 6
HOURS AFTER DELIVERY, SET PLANT MATERIAL IN SHADE, PROTECT FROM WEATHER AND
MECHANICAL DAMAGE AND KEEP ROOTS MOIST.
DO NOT REMOVE CONTAINER GROWN STOCK INCLUDING GROUND COVER, FROM
CONTAINERS UNTIL PLANTING TIME.
1.10 - SITE CONDITIONS
DETERMINE LOCATION OF UNDERGROUND UTILITIES. EXECUTE WORK AS REQUIRED TO
PREVENT DAMAGE.
MAINTAIN GRADE STAKES SET BY OTHERS UNTIL DIRECTED OTHERWISE.
PROTECT ALL EXISTING PLANT LIFE NOT SCHEDULED FOR REMOVAL. IF ANY PLANT MATERIAL
THAT IS TO REMAIN IS DAMAGED, THE CONTRACTOR, AT HIS EXPENSE, WILL PAY FOR A
REPLACEMENT PLANT OF THE SAME SIZE AND SPECIES (TO BE APPROVED BY OWNER'S
REPRESENTATIVE).
PROTECT EXISTING UTILITIES, PAVING AND OTHER FACILITIES FROM DAMAGE DURING
LANDSCAPING OPERATION.
COORDINATE WITH OTHER CONTRACTORS.
1.11 - WARRANTY
SUBMIT WARRANTY TO OWNER'S REPRESENTATIVE.
TREES, PALM TREES, SAGUAROS AND OCOTILLOS:
WARRANT THAT TREES, PALM TREES, SAGUAROS AND OCOTILLOS WILL BE ALIVE AND IN GOOD
HEALTH FOR A PERIOD OF 1 YEAR AFTER ACCEPTANCE EXCEPT FOR DEFECTS RESULTING FROM
NEGLECT BY OWNER, ABUSE OR DAMAGE BY OTHERS.
OWNER MUST FOLLOW CONTRACTOR'S MAINTENANCE SCHEDULE AND PROVIDE CURRENT
MAINTENANCE LOG TO OWNER'S REPRESENTATIVE.
REMOVE AND REPLACE DEAD, UNHEALTHY OR GIRDLED TREES, PALM TREES, SAGUAROS AND
OCOTILLOS THAT LOSE ORIGINAL FORM AND SIZE DURING WARRANTY PERIOD WITH MATERIAL
EQUAL TO THAT SPECIFIED. REPLACE ANY MATERIAL WHICH DOES NOT MEET REQUIREMENTS
WITHIN FIFTEEN DAYS OF NOTIFICATION. ALL REPLACEMENT TREES, PALM TREES, SAGUAROS
AND OCOTILLOS SHALL BE SUBJECT TO AN ADDITIONAL ONE-YEAR MAINTENANCE PERIOD.
SHRUBS AND OTHER PLANTINGS:
GUARANTEE ALL OTHER PLANTING WILL BE ALIVE AND IN SATISFACTORY CONDITION FOR A
PERIOD OF 90 DAYS FROM DATE OF ACCEPTANCE OR WILL BE REPLACED AT NO ADDITIONAL
COST TO THE OWNER. ALL PLANT MATERIAL SHALL BE MAINTAINED IN A HEALTHY, STURDY
CONDITION DURING THE WARRANTY PERIOD BY THE CONTRACTOR.
ALL REPLACEMENT PLANTS, INCLUDING SHRUBS, CACTI, GROUNDCOVERS, VINES AND
PERENNIALS SHALL BE SUBJECT TO AN ADDITIONAL 90-DAY MAINTENANCE PERIOD.
PART 2 - PRODUCTS AND MATERIALS
2.01 - FILL MATERIALS
PROVIDE DRY, LOOSE MATERIAL FOR FILL, BACKFILL, PLANTING BACKFILL AND TOPSOIL FOR
PLANTER BEDS. FROZEN OR MUDDY SOILS ARE NOT ACCEPTABLE. SALTS NOT TO EXCEED 1500
PPM, AND MATERIAL SHALL BE FREE OF DEBRIS, NOXIOUS WEEDS, INGREDIENTS OR OBJECTS
DETRIMENTAL TO HEALTHY PLANT GROWTH. TOPSOIL: SCREENED, FERTILE, FRIABLE, FROM
WELL DRAINED ARABLE LAND, FREE OF NUT GRASS, REFUSE, ROOTS, HEAVY CLAY, NOXIOUS
WEEDS OR ANY MATERIAL TOXIC TO PLANT GROWTH; CONTENTS AS FOLLOWS:
a.
SILT: 20-45 %
b.
CLAY: 15-20 %
c.
SAND: 30-60 %
d.
ORGANIC MATERIAL (NATURAL OR OTHERWISE): 2 % MINIMUM
e.
PH: 7.0-8.3
f.
SOLUBLE SALTS: 1,500 PPM.
g.
NUTRIENTS: ENOUGH TO BRING LEVELS UP TO ACCEPTABLE PLANT GROWTH.
PERCOLATION RATE SHALL BE BETWEEN 3 TO 4 INCHES PER HOUR.
EXISTING TOP SOIL MAY BE USED PROVIDED IT MEETS THESE REQUIREMENTS.
2.02 - COMMERCIAL GRADE FERTILIZERS
AGRI-SUL, DISPER-SUL - USE ONLY FOR SULFUR
AGRICULTURE GRADE GYPSUM
2.03 - SOIL AMENDMENTS
WOOD SHAVINGS: NITROGEN STABILIZED FIR OR PINE SHAVINGS CONTAINING 0.75% TOTAL
NITROGEN AND 0.1 TO 0.15% TOTAL IRON, AND UNDER 60 PPM TOTAL MANGANESE;
COMPOSTED, LEACHED AND AGED FOR A MINIMUM OF 10 TO 12 MONTHS; PH FACTOR, 4.0
TO 4.5. NO SOIL AMENDMENTS ARE REQUIRED FOR SALVAGED PLANT MATERIAL AND CACTI
UNLESS OTHERWISE SPECIFIED.
2.04 - TREE SUPPORTS
TREE STAKES: COPPER NAPHTHENATE IMPREGNATED LODGE POLE 10 FEET IN LENGTH FOR 5
GALLON AND 15 GALLON, AND 12 FEET IN LENGTH FOR 24-INCH BOX AND LARGER. NO TREE
STAKES ARE REQUIRED FOR SALVAGED PLANT MATERIAL.
TREE TIES: PROVIDE A MINIMUM OF TWO PER TREE; NO. 10 GAUGE, PLIABLE, ZINC COATED
IRON WIRE. COVER WIRE WITH HOSE, COVER AS SPECIFIED, WHERE IT CONTACTS TREE.
HOSE COVERING: 1/2-INCH MINIMUM DIAMETER; 2-PLY REINFORCED RUBBER, NEW GARDEN
HOSE.
TREE GUARDS: 'ARBORGARD+' BY DEEP ROOT, OR EQUAL.
TREE GUYS: MINIMUM 3 PER TREE; NO. 10 GALVANIZED WIRE. COVER WIRE WITH HOSE WHERE
IT CONTACTS TREE FOR 24, 30 AND 36 BOX TREES.
ANCHORS (DEADMEN): 2-INCH X 4-INCH X 3 FEET LONG; CONSTRUCTION GRADE REDWOOD.
SIGNALS (FLAGS): FOR GUY WIRES, 1/2-INCH DIAMETER, WHITE OR ORANGE PLASTIC TUBING 5
FEET LONG OVER EACH GUY USED.
2.05 - HERBICIDES
PRE-EMERGENT AND CONTACT HERBICIDES:
PRE-EMERGENT HERBICIDE SHALL BE SURFLAN AS MANUFACTURED BY DOW/ELANCO
CHEMICAL COMPANY.
CONTACT HERBICIDE SHALL BE ROUND-UP AS MANUFACTURED BY MONSANTO.
2.06 - PLANTING MATERIAL
- PLANT MATERIAL: HEALTHY, SHAPELY AND WELL ROOTED. ROOTS SHALL SHOW NO
EVIDENCE OF HAVING BEEN RESTRICTED OR DEFORMED AT ANY TIME. ALL PLANTS SHALL BE
REPRESENTATIVE OF THEIR NORMAL SPECIES AND VARIETY. THEY SHALL HAVE NORMALLY
DEVELOPED BRANCH SYSTEMS. PLANTS SHALL BE FREE FROM DISFIGURING KNOTS, SUN SCALD
INJURIES AND ABRASIONS OF BARK. PLANTS NOT MEETING THESE REQUIREMENTS SHALL BE
CONSIDERED DEFECTIVE AND SHALL BE REPLACED IMMEDIATELY. ALL PLANTS SHALL BE TRUE
TO NAME AND SHALL BE TAGGED, ONE OF EACH VARIETY. ALL PLANT MATERIAL SHALL BE
GROWN IN NURSERIES INSPECTED BY THE STATE DEPARTMENT OF AGRICULTURE UNLESS
OTHERWISE APPROVED BY THE OWNER'S REPRESENTATIVE.
- PROVIDE "SPECIMEN" PLANTS WITH A SPECIAL HEIGHT, SHAPE OR CHARACTER. TAG AT THE
SOURCE OF SUPPLY PRIOR TO NOTIFYING LANDSCAPE ARCHITECT FOR INSPECTION. THE
LANDSCAPE ARCHITECT SHALL INSPECT SELECTIONS AT SOURCE OF SUPPLY FOR SUITABILITY
AND ADAPTABILITY TO SELECTED LOCATION. WHEN SPECIMEN PLANTS CANNOT BE
PURCHASED LOCALLY, PROVIDE SUFFICIENT PHOTOGRAPHS OF PROPOSED MATERIAL FOR
APPROVAL.
- PLANTS MAY BE INSPECTED AND APPROVED AT PLACE OF GROWTH FOR COMPLIANCE WITH
SPECIFICATION REQUIREMENTS FOR QUALITY, SIZE, AND VARIETY. SUCH APPROVAL SHALL NOT
IMPAIR THE RIGHT OF INSPECTION AND REJECTION UPON DELIVERY AT THE SITE OR DURING THE
PROGRESS OF THE WORK.
2.07 - TURF SOD
AS NOTED ON PLANS.
2.08 - DECOMPOSED GRANITE / MULCH
DECOMPOSED GRANITE COVERAGE SHALL BE A MINIMUM 2-INCH THICKNESS UNLESS NOTED
OTHERWISE ON PLANS. DECOMPOSED GRANITE SHALL BE THE SIZE AND COLOR AS SPECIFIED
ON PLANS, AND SHALL BE TAKEN FROM A SINGLE QUARRY.
MULCH MUST BE 3-INCHES DEEP, UNLESS OTHERWISE NOTED, IN ALL PLANTING AREAS. KEEP THE
MULCH AWAY FROM DIRECT CONTACT OF STEMS FROM PLANTS AND TREES TO PREVENT ROT
AND PESTS. MULCH SHALL BE THE SIZE AND COLOR AS SPECIFIED ON PLANS, AND SHALL BE
ORDERED FROM A SINGLE SOURCE.
2.09 - BOULDERS
BOULDERS ARE TO BE SURFACE SELECT OR AS NOTED ON THE PLANS. BOULDER SIZE AS NOTED
ON THE PLANS AND APPROVED BY THE OWNER'S REPRESENTATIVE. BOULDERS ARE TO BE
HARVESTED, DELIVERED AND PLACED IN A MANNER TO AVOID MARKING, SCRAPING OR
DAMAGING THE NATURAL CONDITION OF THE BOULDER. ALL SCARRED BOULDERS ARE TO BE
TREATED WITH PERMEON (OR EQUAL) TO PROVIDE A NATURAL APPEARANCE OF THE DESERT
VARNISH. CONTRACTOR TO PROVIDE SAMPLES OF FINAL PRODUCT CONDITION FOR
APPROVAL.
2.09 - SEED MIXTURE
AS NOTED ON PLANS. CONTRACTOR TO VERIFY PROVIDERS SPECIFICATION TO ACHIEVE
INTENDED APPEARANCE.
PART 3 - EXECUTION
3.01 - GENERAL
INSTALL IN ACCORDANCE WITH THE METHODS, TECHNIQUES AND SPECIFICATIONS OF EACH
REPRESENTATIVE MANUFACTURER. IF A CONFLICT OCCURS BETWEEN MANUFACTURERS AND
THESE SPECIFICATIONS, CONSULT WITH OWNER'S REPRESENTATIVE FOR A DECISION.
DO NOT BEGIN PLANTING UNTIL THE IRRIGATION SYSTEM IS COMPLETELY INSTALLED, IS
ADJUSTED FOR FULL COVERAGE AND IS COMPLETELY OPERATIONAL.
3.02 - BACKFILL, IMPORTED FILL OR ARTIFICIAL SOIL AND GRAVEL
INSPECT THE INTEGRITY OF ALL DAMP-PROOFING AND WATER-PROOFING MEMBRANES WHICH
OCCUR OVER, ON OR AGAINST ANY CONSTRUCTION TO BE FULLY OR PARTIALLY CONCEALED
BY EARTHWORK PRIOR TO THE PLACEMENT OF ANY IMPORTED SOIL, BACKFILL, GRAVEL FILL OR
SUB-BASE.
CORRECT DEFECTS PRIOR TO PROCEEDING WITH THE WORK.
3.03 - TOPSOIL
IMPORT ADDITIONAL TOPSOIL ONLY AS REQUIRED TO BRING PLANTING AREAS UP TO FINISH
GRADE. SPREAD AND CULTIVATE SOIL SO THAT NO SETTLING TAKES PLACE AT ANY TIME.
3.04 - LANDSCAPE FINE GRADING
ALLOW FOR THE ADDITION OF SOIL AMENDMENTS, CONDITIONERS AND ANY SPECIFIED TOP
DRESSING WHEN DETERMINING AND EXECUTING FINISH GRADE.
SET FINISH GRADE 1-1/2 INCHES BELOW ADJACENT PAVING, CURB AND HEADERS FOR SHRUBS
AND GROUND COVER BEDS AND AREAS OR AS REQUIRED FOR INSTALLATION OF
DECOMPOSED GRANITE, MULCH, OR TURF SOD.
AT ALL PLANTING AREAS, MAKE ENTIRE AREA SMOOTH AND EVEN TO FINISH GRADE.
CULTIVATE ALL AREAS SO THAT THERE ARE NO BUMPS OR HOLLOWS, AND THE AREA DRAINS AS
INDICATED. GRADE AND MAINTAIN ALL FLOW LINES, DESIGNATED OR NOT, TO ALLOW FREE
FLOW OF SURFACE WATER. CULTIVATE ENTIRE AREA TO A DEPTH OF 6 INCHES MINIMUM AND
REMOVE ALL ROCK IN EXCESS OF 1-1/2 INCHES DIAMETER, ALL BUILDING RUBBLE, BUILDING
CONSTRUCTION MATERIAL, WASTE AND ANY OTHER MATERIAL THAT WILL IMPAIR
SATISFACTORY GROWTH.
3.05 - DECOMPOSED GRANITE / MULCH
DECOMPOSED GRANITE - PLACE 2-INCHES UNLESS OTHERWISE NOTED, IN ALL PLANTING
AREAS. DECOMPOSED GRANITE SHALL EXTEND BELOW ALL PLANT MATERIAL. DECOMPOSED
GRANITE FINISH GRADE 1-1/2-INCH BELOW ADJACENT PAVING, CURBS, AND HEADERS.
MULCH - PLACE 3-INCHES UNLESS OTHERWISE NOTED, IN ALL PLANTING AREAS. KEEP THE
MULCH AWAY FROM DIRECT CONTACT OF STEMS FROM PLANTS AND TREES TO PREVENT ROT
AND PESTS. MULCH FINISH GRADE 2-1/2-INCH BELOW ADJACENT PAVING, CURBS, AND
HEADERS.
3.06 - HERBICIDE APPLICATION
APPLY PRE-EMERGENT HERBICIDES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.
APPLY CONTACT HERBICIDES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
PRIOR TO APPLICATION, MOISTEN AREAS FOR FOURTEEN DAYS TO ENCOURAGE WEED
GERMINATION AND GROWTH. APPLY BEFORE WEEDS ATTAIN A HEIGHT OF 6 INCHES. REMOVE
TALLER WEEDS MANUALLY.
AREAS TO BE LANDSCAPED SHALL BE MAINTAINED IN A WEED-FREE CONDITION AT ALL TIMES
DURING CONSTRUCTION AND MAINTENANCE PERIOD.
DO NOT APPLY PRE-EMERGENT HERBICIDES AT LOCATIONS OF REVEGETATION SEEDING. THE
CONTRACTOR SHALL MANUALLY REMOVE INVASIVE WEEDS WITHIN THESE AREAS.
3.07 - TREE SUPPORT
GUYED TREES: GUY TREES AS SHOWN IMMEDIATELY AFTER PLANTING AS SHOWN ON THE
DRAWINGS.
STAKED TREES: STAKE TREES AS SHOWN ON THE DRAWINGS WITHIN 48-HOURS OF PLANTING.
TREE SUPPORTS SHALL BE INSTALLED TO PREVENT LODGING, YET ALLOW FOR TRUNK
MOVEMENT. HOSES THAT ENCIRCLE TRUNKS SHALL BE LARGE ENOUGH TO ALLOW FOR
NORMAL GROWTH OF THE TRUNK DURING THE FIRST YEAR WITHOUT GIRDLING.
3.08 - TREES, SHRUBS, AND VINES
LAYOUT LOCATIONS WITH STAKES OR GYPSUM. COORDINATE WITH OWNER'S REPRESENTATIVE
TO ASSURE APPROPRIATE LOCATION, PRIOR TO INSTALLATION.
TEST DRAINAGE OF PLANT BEDS AND PITS BY FILLING WITH WATER. NOTIFY OWNER'S
REPRESENTATIVE OF AREAS WHERE WATER IS RETAINED MORE THAN 24 HOURS.
WHERE ROCK, UNDERGROUND CONSTRUCTION OR OTHER DETRIMENTAL CONDITIONS ARE
ENCOUNTERED AT PLANT PITS, OWNER'S REPRESENTATIVE MAY SELECT ALTERNATE LOCATION.
DO NOT EXPOSE ROOTS TO AIR EXCEPT DURING TRANSPLANTING. SET UP OF PLANTS AT SAME
LEVEL WHEN PLANTED AS IN THE CONTAINER. CUT PLANT CONTAINERS ON 2 SIDES WITHOUT
INJURING ROOT BALL AND CAREFULLY REMOVE PLANT. DO NOT CUT CONTAINER WITH
SPADE. DAMAGED PLANTS WILL BE REJECTED.
DIG PITS WITH PERPENDICULAR SIDES TO A MINIMUM OF 2 TO 3 TIMES THE WIDTH (SEE DETAILS)
OF THE ROOT BALL FOR CONTAINERIZED TREES AND SHRUBS. DIG PITS ONLY AS DEEP AS THE
ROOT BALL TO PREVENT SETTLING OF THE TREE OR SHRUB.
PLACE ROOT BALL OF VINES AS CLOSE TO STRUCTURE OR SUPPORT SYSTEM AS POSSIBLE. IF
ROOT BALL CAN'T BE PLACED CLOSER THAN 12" NOTIFY OWNER'S REPRESENTATIVE OF
SITUATION FOR INSPECTION AND REMEDY.
TIE VINES TO TRELLIS SUPPORTS IF APPLICABLE WITH GREEN PLANT TAPE AND REMOVE ANY
STAKING SUPPLIED WITH PLANT MATERIAL.
PLANTING MIXTURE: ONE PART WOOD SHAVINGS TWO PARTS EXCAVATED SOIL AMENDED TO
MEET STANDARDS IN PART 2.
MIX THOROUGHLY OUTSIDE THE HOLE BEFORE START OF BACKFILLING.
TREE GUARD: INSTALL TREE GUARD ON ALL TREES LOCATED IN TURF AREAS PER
MANUFACTURER'S RECOMMENDATIONS.
3.09 - BACKFILLING
BACKFILL PLANT PITS AND FORM SHALLOW BASIN AROUND THE PLANT TO HOLD ENOUGH
WATER TO SATURATE THE ROOT BALL AND BACKFILL (ONLY FORM BASINS IF SPECIFIED ON
DETAIL). WATER PLANTS IMMEDIATELY AFTER PLANTING AND ALLOW BACKFILL TO SETTLE IN
PLANT PIT. DO NOT WATER SAGUAROS AFTER PLANTING. DO NOT RAISE BASIN RIM ABOVE
SURROUNDING GRADE.
PUDDLE PLANTING MIXTURE WHEN PIT IS 2/3 FULL OF PLANT MIX. CONTINUE BACK FILLING TO
WITHIN 1 INCH OF SURROUNDING GRADE.
FINISH GRADE TO 2 INCHES BELOW HEADERS OR CONCRETE WORK.
TOP DRESS PLANTING AREAS WITH 2 INCHES OF TOP DRESSING AFTER PLANTING.
TREAT ALL PLANTING AREAS WITH A PRE-EMERGENT, REFER TO MANUFACTURES
RECOMMENDATIONS.
3.10 - GROUND COVER
AT TIME OF TRANSPLANTING, SOIL IN FLATS SHALL BE SUFFICIENT SO AS NOT TO FALL APART
WHEN LIFTING PLANTS. PLANT EACH PLANT WITH ITS PROPORTIONATE AMOUNT OF THE FLAT
SOIL IN A MANNER THAT WILL ENSURE A MINIMUM DISTURBANCE TO THE ROOT STRUCTURE.
PLANT FLAT MATERIAL SUFFICIENTLY DEEP TO COVER ALL ROOTS. FIRMLY TAMP THE EARTH
AROUND EACH PLANT TO FORCE OUT LARGE AIR POCKETS.
3.11 - TURF SOD
SOIL PREPARATION: PROVIDE SOIL WITH AN ORGANIC MATTER CONTENT OF 25-PERCENT TO
30-PERCENT. CULTIVATE ENTIRE AREA TO A DEPTH OF 6" MINIMUM AND REMOVE ALL ROCK IN
EXCESS OF 1 1/2", ALL BUILDING RUBBLE, BUILDING CONSTRUCTION MATERIAL WASTE AND
ANY OTHER MATERIAL THAT WILL IMPAIR SATISFACTORY GROWTH. THIS TOP 6" MUST MEET THE
TOPSOIL REQUIREMENTS NOTED IN SECTION 2.01.
SOIL AMENDMENTS: PRIOR TO ROTOTILLING, APPLY GYPSUM AT A RATE OF 100 LBS. PER 1,000
SF, PHOSPHATE AT A RATE OF 2 LBS. PER 1,000 SF., AND SOIL SULFUR AT 5 LBS PER 1,000 SF.
ROTOTILL INTO SOIL.
INSTALL SOD ALONG THE STRAIGHTEST EDGE OF TURF AREA. STAGGER JOINTS IN A BRICK-LIKE
PATTERN. AVOID GAPS AND OVERLAPPING. PLACE SOD DIAGONALLY ACROSS, TO AVOID
SLIDING. WATER SOD AT LEAST EVERY 30 MIN. DURING INSTALLATION. FINISH BY WATERING
LIGHTLY AND ROLL IN TWO DIRECTIONS W/SOD ROLLER.
3.12 - WATERING
WATER ALL PLANTS IMMEDIATELY AFTER PLANTING, EXCEPT FOR SAGUAROS, WITH HOSE IN
PLANTING HOLE UNTIL MATERIAL ABOUT THE ROOTS IS COMPLETELY SATURATED FROM THE
BOTTOM OF THE HOLE TO THE TOP OF THE GROUND TO AVOID DRYING OUT UNTIL THE ENTIRE
PLANTED AREA IS THOROUGHLY WATERED AND THE SOIL SOAKED TO THE FULL DEPTH OF EACH
PLANT HOLE. WATER STREAM SHALL NOT CAUSE DAMAGE TO PLANTING HOLE OR PLANT.
KEEP EXPOSED ROOTS WET BY MEANS OF MOIST SAWDUST, PEAT MOSS OR BURLAP AT ALL
TIMES DURING PLANTING OPERATION. REPEAT WATERING AS OFTEN AS NECESSARY TO KEEP
THE GROUND MOIST BUT NOT SOAKED, WELL BELOW THE ROOT SYSTEM OF THE
PLANTS.
3.13 - CLEAN UP
KEEP ALL AREAS CLEAN AND ORDERLY DURING AND AFTER EXECUTION OF WORK. BURNING
OF TRASH IS NOT PERMITTED.
3.14 - ADJUSTMENT
PRUNE EACH TREE AND SHRUB TO PRESERVE THE NATURAL CHARACTER OF THE PLANT PER
AMERICAN STANDARDS FOR NURSERY STOCK, AS PUBLISHED BY THE AMERICAN ASSOCIATION
OF NURSERYMEN. PRUNE ONLY AS DIRECTED BY OWNER'S REPRESENTATIVE AND LANDSCAPE
ARCHITECT TO REMOVE DEADWOOD, SUCKERS, OR BROKEN OR BADLY BRUISED BRANCHES.
REPLACE ALL PLANTS DAMAGED BY EXCESSIVE PRUNING, PLANTING OPERATIONS OR
CONSTRUCTION DAMAGE.
3.15 - MAINTENANCE PERIOD
WHEN THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT DETERMINE THE WORK TO
BE SUBSTANTIALLY COMPLETE IN ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT,
CONTRACTOR WILL BE ADVISED, IN WRITING, THAT THE MAINTENANCE PERIOD IS TO BEGIN.
LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF LANDSCAPED
AREAS FOR A PERIOD OF 90 DAYS. MAINTENANCE INCLUDES WATERING, TRIMMING,
WEEDING AND CULTIVATING OF BEDS.
LANDSCAPE CONTRACTOR, IN ORDER TO PROTECT HIS GUARANTEE, SHALL GIVE TYPEWRITTEN
TO OWNER, A COMPLETE MAINTENANCE INSTRUCTION BOOKLET ON THE CARE AND FEEDING
OF THE LANDSCAPE.
CONTRACTOR SHALL REQUEST, IN WRITING, A FINAL INSPECTION WITH LANDSCAPE ARCHITECT
AT THE COMPLETION OF THE MAINTENANCE PERIOD. IF THE OWNER'S REPRESENTATIVE
DETERMINES THE WORK IS SATISFACTORY, THE MAINTENANCE PERIOD WILL END ON THE DATE
OF THE FINAL INSPECTION. IF THE MAINTENANCE IS UNSATISFACTORY, THE MAINTENANCE
PERIOD WILL BE EXTENDED, AT THE CONTRACTORS EXPENSE, UNTIL SUCH TIME AS ALL
CORRECTIONS ARE MADE AND THE WORK IS INSPECTED AND APPROVED BY THE OWNER'S
REPRESENTATIVE AND LANDSCAPE ARCHITECT. RETENTION WILL NOT BE RELEASED UNTIL FINAL
INSPECTION IS MADE AND APPROVAL ISSUED BY THE OWNER'S REPRESENTATIVE.
3.16 - FIELD QUALITY CONTROL
NOTIFY OWNER'S REPRESENTATIVE OF THE REQUIREMENT FOR INSPECTION AT LEAST 48 HOURS
IN ADVANCE. INSPECTIONS ARE REQUIRED, BUT NOT LIMITED TO, THE FOLLOWING:
·
INSPECTION AND ACCEPTANCE OF PLANT MATERIAL PRIOR TO SHIPPING.
·
AT COMPLETION OF ROUGH GRADE AND BOULDER PLACEMENT
·
AT COMPLETION OF LANDSCAPE FINISH GRADING AND SOIL PREPARATION,
PRIOR TO PLANTING.
·
AT INSTALLATION OF IRRIGATION SYSTEM, PRIOR TO BACKFILLING TRENCHES AND
PLANTING.
·
DURING INSTALLATION OF SPECIMEN TREE, OR OTHER SPECIMEN PLANT
MATERIAL.
·
AFTER STAKING LOCATIONS FOR PLANT HOLES, BUT PRIOR TO PLANTING; FOR
APPROVAL.
·
DURING THE PLANTING PROCESS.
·
DURING THE PLACEMENT AND AIMING OF ALL LIGHT FIXTURES.
·
AT SUBSTANTIAL COMPLETION OF THE WORK.
·
DURING WARRANTY PERIOD TO OBSERVE MAINTENANCE PROCEDURES.
·
AT FINAL COMPLETION OF THE WORK.
PART 1 - GENERAL
1.01 WORK INCLUDED
PALM TREE INSTALLATION
1.02 ESTABLISHMENT, GUARANTEE AND MAINTENANCE PER SPECIFICATION SECTION 02900.
CONTRACTOR TO GUARANTEE PALMS AGAINST THE VASCULAR DISEASE PENICILLIUM
(GLIOCLADIUM) VERMOESENI, THE FUNGUS FUSARIUM OXYSPORUM, AND THE ROOT DISEASE
PHYTOPHORA AND SIMILAR VASCULAR INFECTIONS FOR A PERIOD OF FIVE (5) YEARS.
1.03 RELATED WORK
CONTRACTOR: MINIMUM FIVE (5)-YEARS EXPERIENCE IN SUPPLY AND INSTALLATION OF PALM
TREES.
FOREMAN: MINIMUM FIVE (5)-YEARS EXPERIENCE IN RELATED WORK SHALL BE ON SITE AT ALL
TIMES.
1.05 REFERENCE STANDARDS
ANSI 60.1 - AMERICAN STANDARDS FOR NURSERY STOCK.
1.06 PRODUCT DELIVERY, STORAGE AND HANDLING
A. THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT MAY BE AVAILABLE TO REVIEW
AND TAG PALMS AT PLACE OF GROWTH AND MAY REVIEW PALMS UPON DELIVERY FOR
CONFORMITY TO THE SPECIFICATIONS. TRAVEL TO NURSERIES OUT OF THE METROPOLITAN
PHOENIX AREAS, WHEN REQUESTED BY THE CONTRACTOR, WILL BE PAID FOR BY THE
CONTRACTOR.
B.
IN LIEU OF NON-LOCAL NURSERY REVIEW, THE CONTRACTOR MAY ELECT TO PROVIDE
PHOTOGRAPHS WITH A PERSON ADJACENT TO EACH PALM FOR PRELIMINARY REVIEW.
SUCH REVIEW SHALL NOT IMPAIR THE RIGHT OF REVIEW AND REJECTION DURING
PROGRESS OF THE WORK SHOULD THE PALMS NOT MEET SPECIFICATIONS.
C. THE CONTRACTOR MUST CERTIFY THAT THE PALMS ARE FREE OF DISEASE PRIOR TO
SHIPMENT.
D. AFTER TAGGING OF THE PALMS, REMOVE ALL THATCH FROM OLDER LEAVES AND CUT
BACK ALL RESULTING STEMS TO WITHIN TWO (2)-INCHES OF THE BASE OF THE TRUNK. THE
CROWN OF THE PALM SHALL BE REDUCED PER STANDARD NURSERY PRACTICE PRIOR TO
SHIPPING. USE SOFT ROPE (ORGANIC TWINE) TO TIE REMAINING FRONDS TO PROTECT
CROWN BUD. DO NOT PERMIT FRONDS TO BECOME DAMAGED BY MEANS OF RESTRAINT.
E.
EXERCISE EXTREME CAUTION WHILE PRUNING PALMS TO PREVENT SPREAD OF VASCULAR
DISEASES. DIP PRUNING TOOLS IN A STERILIZING AGENT BEFORE BEGINNING PRUNING AND
BEFORE MOVING FROM ONE PALM TO ANOTHER. DO NOT USE ANY CHAIN TYPE SAWS
FOR PRUNING OPERATIONS.
F.
A LATTICE-TYPE CRANE, A TELESCOPING-TYPE CRANE OR A SPECIALLY DESIGNED TREE
CRANE IS ACCEPTABLE FOR OFF-LOADING AND LIFTING OF PALM TREES. UNDERSIZED
EQUIPMENT (I.E. TRACTOR) SHALL NOT BE USED FOR THESE PURPOSES. FOR TRANSPORTING,
THE TRAILER USED SHALL BE LONG ENOUGH TO AVOID DAMAGE TO THE HEART OF THE
PALM. LOADING AND UNLOADING OF THE PALM MUST BE ACCOMPLISHED WITH THE AID
OF NYLON OR FABRIC SLING/STRAPS WITH A MINIMUM WIDTH OF FOUR (4)-INCHES. DO
NOT USE ANY OTHER TYPE OF OFF-LOADING EQUIPMENT SUCH AS METAL CABLES, CHAINS,
OR ROPES THAT MAY DAMAGE THE PALM TREES. EXCESSIVE SCARRING OR TRUNK
DAMAGE DUE TO IMPROPER OFF-LOADING WILL BE CAUSE FOR REJECTION OF THE PALMS
AT THE PROJECT SITE. DURING LOADING AND OFF-LOADING THE PALM IS TO BE
BALANCED IN THE SLING TO AVOID THE ROOTBALL OF THE PALM FROM DROPPING AND
HITTING THE GROUND. ANY PALM HANDLED IN AN UNACCEPTABLE MANNER WILL BE
REJECTED AND IS TO BE REMOVED FROM THE SITE.
G. IF THE PALMS ARE NOT PLANTED THE DAY THEY ARRIVE AT THE PROJECT SITE, THE CROWNS
AND ROOT BALL SHALL BE PROTECTED FROM THE SUN AND FROM REFLECTED HEAT FROM
THE GROUND. AVOID STORING ON AN ASPHALT SURFACE.
H. COVERING MATERIAL MUST ALLOW AIR MOVEMENT SO THAT HEAT DOESN'T BUILD UP
UNDER THE COVERING. DO NOT USE PLASTIC OR RUBBERIZED TARPAULINS. PALMS MAY
NOT BE STORED FOR MORE THAN THIRTY-SIX (36) HOURS. DO NOT STACK PALMS, BUT LAY
THEM IN A SINGLE LAYER ON A FLAT SURFACE. COVERED ROOTBALLS MUST BE WATERED
LIGHTLY EVERY COUPLE OF HOURS.
PART 2 - PRODUCTS AND MATERIALS
2.01
PALM TREES
A. PALMS SHALL BE FREE OF DEAD OR DYING FRONDS, WITH ALL FRONDS OF A NORMAL SIZE
AND COLOR.
B.
PALMS TO HAVE STRAIGHT TRUNKS. THE PETIOLE LAYER SHALL HAVE BEEN REMOVED BY
HAND USING THE "CLASSIC CUT" HARVESTING METHOD, SHOWING A DIAMOND SHAPE
TRUNK APPEARANCE.
C. SELECTED PALMS SHALL NOT VARY FROM ADJACENT PALMS BY MORE THAN ONE
(1)-FOOT. IT IS UNACCEPTABLE TO PLANT THE ROOTBALL DEEPER THAN THE ORIGINAL SOIL
LINE OF THE PALM.
D. ALL PALMS SHALL BE HEALTHY, VIGOROUS AND WELL FOLIATED PRIOR TO PRUNING AND
SHOW NO SIGNS OF DISEASE. THEY SHALL BE FREE OF DISEASE AND OF INSECT PESTS, EGGS
OR LARVAE. THEY SHALL ALSO HAVE WELL DEVELOPED ROOT SYSTEMS. ALL PALMS SHALL
BE FREE FROM PHYSICAL DAMAGE OR ADVERSE CONDITIONS THAT WOULD PREVENT
THRIVING GROWTH.
E.
VERIFY THAT ALL FIELD-DUG PALMS CONTAIN AN ADEQUATE ROOTBALL TO GUARANTEE
SUCCESSFUL TRANSPLANTATION. DO NOT INSTALL PALMS THAT HAVE DAMAGED
ROOTBALLS.
F.
A MAXIMUM OF TWELVE INCHES (12") OF AERIAL (AIR) ROOTS SHOULD BE VISIBLE WHEN
THE PALM TREE IS PLANTED IN THE GROUND.
2.02
ACCESSORIES:
A. CLEAN, WASHED RIVER SAND (CONCRETE SAND WILL BE REJECTED)
B.
FROND TIES: MINIMUM OF ONE-HALF (1/2)-INCH DIAMETER SOFT SISAL ROPE CAPABLE OF
MAINTAINING FRONDS IN TIED POSITION FOR ONE (1)-YEAR
C. FUNGICIDES: SOIL DRENCH SUBDUE BY CIBA-GIEGY
D. 12-48-8 WATER-SOLUBLE FERTILIZER.
PART 3 - EXECUTION
3.01
SEQUENCING AND SCHEDULING
COORDINATE DELIVERY OF PALMS WITH PLANTING OPERATIONS TO AVOID ON-SITE STORAGE
LONGER THAN THIRTY-SIX (36) HOURS. PLANTING DELAYS WILL RESULT IN REJECTION OF THE
PALMS.
3.02
PREPARATION OF THE SITE
PROTECT EXISTING PLANT MATERIAL, WALLS, PAVEMENTS, AND OTHER SITE AMENITIES FROM
DAMAGE. VERIFY AND MAINTAIN ALL CLEARANCE REQUIREMENTS FOR BOTH OVERHEAD AND
UNDERGROUND UTILITIES.
3.03
EXECUTION OF PLANTING
LAY OUT PALMS AT LOCATIONS AS SHOWN ON THE PLANS. THE OWNER'S REPRESENTATIVE
WILL CHECK LOCATION OF PALMS IN THE FIELD TO VERIFY EXACT POSITION BEFORE PLANTING
BEGINS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATE LAYOUT WHERE PALMS ARE TO BE
PRE-PLANTED TO PERMIT THE INSTALLATION OF SITE IMPROVEMENTS AROUND THEM. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THESE PALMS WHILE WORK IS
TAKING PLACE. PROVIDE REGULAR IRRIGATION AS NECESSARY UNTIL FINAL ACCEPTANCE.
THE PALM TREE EXCAVATION SHALL BE AS DEPTH AS SHOWN ON THE DETAILS AND ONE (1)
FOOT WIDER THAN THE ROOT BALL. THE OWNER'S REPRESENTATIVE SHALL APPROVE THE DEPTH
OF THE PIT PRIOR TO PLANTING.
WATER-TEST EACH TREE PIT FOR DRAINAGE BY FILLING THE HOLES TWICE IN SUCCESSION WITH
WATER. IF, WHEN FILLED WITH WATER THE SECOND TIME, THE PIT FAILS TO DRAIN WITHIN
TWENTY-FOUR (24) HOURS, THAN ADDITIONAL EXCAVATION IS NECESSARY TO BREAK
THROUGH THE IMPERMEABLE LAYER AND THEN PROVIDE A THICK LAYER OF SAND BELOW THE
ROOT BALL.
BEFORE PLANTING, THE CROWN OF EACH TREE IS TO BE TREATED WITH A SUBDUE 2E (1
TSP/GALLON) DRENCH AND AN ORNALIN (1/2 OUNCE/GALLON) DRENCH.
CLEAN, MOIST RIVER SAND SHALL BE ADDED TO THE BOTTOM OF THE TREE PIT AND TAMPED OR
WATER-JETTED PRIOR TO PLANTING OF THE PALM.
INSTALL DRAINAGE AND VIEWING PIPE(S) IN EACH PIT TO ASSURE WETTING OF THE WHOLE
ROOT BALL AND TO ENABLE MONITORING AND VIEWING OF THE TREE PIT CHAMBER. THE
VENTS SHALL BE FOUR (4) INCH DIAMETER PERFORATED PVC, WITH SUFFICIENT LENGTH TO
EXTEND TO THE BOTTOM OF THE TREE PIT. WRAP PIPE WITH FILTER CLOTH. LOOSELY CAP TOPS
OF PIPES AND GLUE BOTTOM CAPS. THE TOP CAPS ARE TO BE HELD ABOVE FINISH GRADE
AND PAINTED TO MATCH THE ADJACENT SURFACE MATERIAL. DO NOT BACKFILL DRAINAGE
OR VIEWING PIPES.
BACKFILL SHALL BE TWO-THIRDS (2/3) CLEAN, WASHED RIVER SAND AMENDED WITH ONE-THIRD
(1/3) NATIVE SOIL. IN AREAS WHERE SOILS ARE HEAVY IN CALICHE ADDITIONAL SAND MAY BE
ADDED. THE SLOWER THE WATER PERCOLATION RATE, THE DEEPER THE LAYER OF SAND THAT
MUST BE USED BENEATH THE ROOT BALLS. DURING AND AFTER PLACEMENT OF THE PALM,
MOISTENED SAND SHALL BE THOROUGHLY TAMPED AS BACKFILL IS BEING ADDED TO ASSURE
STABILITY OF THE TREE.
A SIX (6)-INCH DEEP SWALE SHALL BE MADE AROUND EACH PALM TREE TO PROVIDE
WATER-HOLDING CAPABILITY.
APPLY A TWO (2)-INCH LAYER OF MULCH (PER PLANTING PLANS) IN ALL PALM TREE WATER
BASINS, BEING CAREFUL TO NOT ALLOW MULCH TO FALL INTO DRAINAGE OR VIEWING PIPES.
AFTER PLANTING, THE CROWN BUDS OF ALL THE PALMS SHALL BE WITHIN ONE (1)-FOOT OF THE
DESIGNATED PALM TREE HEIGHT ABOVE FINISH GRADE.
AFTER PLANTING, DRENCH SOIL WITH THE FUNGICIDE “SUBDUE” PER MANUFACTURER'S
RECOMMENDATIONS BY FLOODING THE PLANTING BASIN. REAPPLY AS OFTEN AS LABEL
PERMITS THROUGHOUT THE MAINTENANCE PERIOD. FERTILIZE PALMS WITH A WATER-SOLUBLE,
12-48-8 SOLUTION AT A RATE OF EIGHT (8)-POUNDS PER 100 GALLONS.
PLANTING SPECIFICATIONS:
PALM SPECIFICATIONS:
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Scottsdale, Arizona 85251
7144 E. Stetson Drive, Suite 205
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L8.01
PUEBLO EL MIRAGE
FITNESS CENTER
11201 EL MIRAGE RD.
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PART III - EXECUTION
Examine areas and conditions under which Work of this Section is to be performed. Do not proceed with Work until unsatisfactory conditions have been corrected.
Grading operations, with the exception of final grading, shall be completed and approved by Owner prior to staking or installation of any portion of irrigation system except sleeving.
Staking shall Occur as Follows:
2. Mark with powdered lime or marking paint routing of pressure supply lines, and flag heads and control valve locations for first series of zones as directed by Consultant. Contact
Consultant a minimum of 48 hours in advance and request a review of staking. Consultant will review staking and direct changes if required. Staking review does not relieve
installer from coverage problems due to improper placement of heads after staking.
Install sleeving under all asphalt paving and concrete walks, prior to the installation of concrete or paving operations, to accommodate piping and wiring. Compact backfill
around sleeves to 95% Standard Proctor Density within 2% of optimum moisture content in accordance with ASTM D1557.
Trenching - Trench excavation shall follow, as much as possible, layout shown on Drawings. Dig trenches straight, and support the pipe continuously on the bottom of trench.
Trench bottom shall be clean and smooth with all rock and organic debris removed. Pressure supply line trenches shall be over-excavated as required to allow for bedding meterial.
Trench depth shall be uniform as required to meet minimum depth requirements for the type of piping being installed.
a. Piping smaller than 3 inches - Trenches shall have a minimum width of 7 inches. 12 inches for 3" and larger pipe.
b. Line clearance - Provide not less than 6 inches of clearance between each line, and not less than 12 inches of clearance between lines of other trades.
a. Pressure Supply Piping - 24 inches from top of pipe (30 inches where 6" and larger pipe is on project).
b. Non-pressure piping - 12 inches from top of pipe.
c. Control Wiring - Side and bottom of pressure supply line.
d. Drip piping - 12 inches from top of pipe.
e. Emitter tubing - 12 inches from top of pipe (non slope plantings). 4 inches from the top of pipe (slopes 2:1 or greater).
1. Install fitting connections per manufacturer's recommendations.
3. Install drip line blow-out stubs at all dead ends of drip piping.
f. Install one control wire for each control valve.
Submit 3 sets of Operations Manual to Consultant for approval, prior to scheduling the final completion walk-through. Manual is to include the following in a 1 x 3 ring binder:
1. Index sheet stating project name, and listing Contractor name, address, phone number, and contact person. Include same information for Primary Sub-Contractors.
2. Manufacturer cut sheets for all material components of irrigation system. Highlight or circle specific models or items.
Deliver, unload, store and handle materials, packaging, bundling, products, in dry conditions,or a weatherproof manner, to prevent damage, breakage, deterioration, intrusion, ignition, and vandalism.
Deliver in original unopened packaging containers prominently displaying manufacturer name, volume, quantity, contents, instructions, and conformance to local, state, and federal law. Remove and
replace cracked, broken, or contaminated items or elements prematurely exposed to moisture, inclement weather, snow, ice, temperature extremes, fire, or job site damage.
Handling of PVC Pipe - Exercise care in handling, loading and storing of PVC pipe. All PVC pipe shall be transported in a vehicle which allows the entire length of pipe to lie flat so as not to subject
it to undue bending or concentrated external loads. All sections of pipe that have been dented or damaged shall be discarded, and if installed, shall be removed and replaced with new piping.
dented or damaged shall be discarded, and if installed, shall be removed and replaced with new piping.
1. Preserve and protect all trees, plants, monuments, structures, and paved areas from damage due to Work in this Section. In the event damage does occur, all damage to inanimate items shall be
completely repaired or replaced to the satisfaction of the Owner. All injuries to living plants shall be repaired by the Owner, and all costs of repairs shall be charged to and paid by the Contractor.
2. Protect buildings, walks, walls, and other property from damage. Flare and barricade open ditches. Damage caused to asphalt, concrete, or other building material surfaces shall be repaired or
replaced at no cost to the Owner. Restore disturbed areas to original condition.
1.06 JOBSITE CONDITIONS
Protection of Property:
Operation Manual:
1.05 DELIVERY, STORAGE and HANDLING
2. High Voltage - Type required by local codes and ordinances, of proper size to accommodate needs of equipment serviced.
Electric Control Valves - As noted on drawings. Install pressure regulating devices where specified on plans.
Pipe bedding material - Construction grade sand approved by Consultant.
Automatic Controller - As shown on drawings.
Backflow Preventer - As shown on drawings.
2. Solvent Weld Pipe - Manufactured from virgin polyvinyl chloride (PVC) compound in accordance with ASTM D2241 and ASTM D1784: cell classification 12245-B, Type 1, Grade 1.
a. Fittings - Standard weight, Schedule 40, injection molded PVC; complying with ASTM D1784 and D2466, cell classification 12454-B.
1) Threads - Injection molded type (where required).
2) Tees and ells - Side gated.
b. Threaded Nipples - ASTM D2464, Schedule 80 with molded threads.
c. Joint Cement and Primer - Type as recommended by manufacturer of pipe and fittings.
1. Emitters as indicated on drawings.
2. Drip Piping - manufactured of polyvinyl chloride compound conforming to ASTM D2241 and ASTM D1784, Type 1, Grade 1.
3. Fittings - Schedule 40 PVC, or as recommended by piping manufacturer.
4. Drip Valve Assembly - Type and size shown on drawings.
a. Wye Strainer - Plastic/Fiberglass construction with 150 mesh nylon screen and blow out assembly.
b. Control Valve - 2-way, solenoid pilot operated type made of synthetic, non-corrosive material; diaphragm-activated and slow closing. Include freely pivoted seat seal;
retained (mounted) withoutattachment to diaphragm.
c. Pressure Regulator - Plastic/Fiberglass construction, preset type with pressure setting per drawings.
1. Copper Pipe - Type K hard tempered.
2. Fittings - Wrought copper, solder joint type.
3. Joints - Soldered with solder, 45% silver, 15% copper, 16% zinc, and 24% cadmium and solids at 1125 F and liquids at 1145F.
1. Brass Pipe - 85% red brass, AMSI Schedule 40 screwed pipe.
2. Fittings - Medium brass, screwed 125 pound class.
Quick Coupling Valves - Brass two-piece body designed for working pressure of 150 psi, operable with quick coupler. Equip quick coupler with locking rubber cover.
1.Drip Line Blow-out Stubs, and Wire Stub Box - Carson #910-12.
2. 1-inch through 2-inch Control Valves - Carson #1419-13B.
3. Drip Valve Assemblies - Carson #1419-13B.
4. Control Wiring Splices - Carson #910-12.
a. Electrical Control Wire - AWG UF UL approved No. 14 gauge direct-burial copper wire for all control wires, and No. 14 gauge direct-burial copper wire for all common wires.
4) Future Wires - Same as control and common wire (labeled at terminations). Two per controller unless noted, at each extreme end.
c. If multiple controllers are utilized, and wire paths of different controllers cross each other, both common and control wires from each controller shall be different colors as approved.
Electrical Control Wiring:
1. Low Voltage:
b. Wire Colors:
1) Control Wires - Red.
2) Common Wires - White.
3) Master Valve Wires - Blue and yellow.
Brass Pipe and Fittings:
Valve Boxes:
Copper Pipe and Fittings:
Low Pressure/Volume Systems:
Control Wiring
1. Low Voltage Wiring:
Work of this Section generally includes a provision of an underground irrigation system including the following:
1. Trenching, stockpiling excavation materials, and refilling trenches.
2. Complete systems including but not limited to piping, backflow preventer, assemblies, valves, fittings, heads, controller wiring, and final adjustments to ensure efficient coverage determined.
4. Replacements of unsatisfactory materials.
Perform Work in accordance with requirement of Conditions of the Contract and Division 01 - General Requirements as well as provisions of all applicable laws, codes, ordinances, rules and regulations.
Conform to requirements of reference information listed below, except where more stringent requirements are shown or specified in Contract Documents.
1. American Society for Testing and Materials (ASTM) - Specifications and Test Methods specifically referenced in this section.
2. Underwriters Laboratories (UL) - UL Wires and Cables.
Installer Qualifications - Installer shall have had considerable experience and demonstrated ability in the installation of irrigation systems of specified type(s) in a neat, orderly, and responsible manner in
accordance with recognized standards of workmanship. To demonstrate ability, experience, and financial stability necessary for this project, submit if requested, prior to contract award the following:
1. List of 3 projects completed in the last 2 years of similar complexity to this Project. Description of projects shall include:
d. Brief description of work and project budget.
a. Tolerances - Specified depths of pressure supply lines and laterals and pitch of pipes are minimums. Settlement of trenches is cause for removal of finish grade treament, refilling, recompaction, and
repair of finished grade treatment.
b. Coordination with Other Contracts - Protect, maintain, and coordinate Work with Tasks under other sections.
c. Damage to Other Improvements - Contractor shall replace or repair damage to grading, soil preparation, seeding, sodding, or planting done under other Sections during work associated with
installation of irrigation system at no additional cost to the Owner.
d. Work involving substantial plumbing for installation of backflow preventers, copper service, and related work shall be executed by licensed and bonded plumber(s), performed in accordance with
all prevailing codes and regulations.
e. Work involving connection to, installation, or extension of 120 volt or greater electrical service shall be executed by a licensed and bonded electrician, performed in accordance with all prevailing
codes and regulations.
Prepare and make submittals in accordance with conditions of the Contract prior to installation.
6. Tests.
1.04 SUBMITTALS
a. Name of project.
2. Current company financial statement.
Special Requirements:
c. Owner.
b. Location.
1.02 REFERENCES
1.03 QUALITY ASSURANCE
PART I - GENERAL
1.01 WORK INCLUDED
3. Water connections.
5. Clean-up, inspection, and approval.
1 inch and larger in diameter shall be painted with two coats of "Tree Seal". Trenches adjacent to trees shall be closed within 24 hours, and when this is not possible, the side of the trench adjacent
to the tree shall be kept shaded with moistened burlap or canvas.
Protection and Repair of Underground Lines:
1.Request proper utility company to stake exact location (including depth) of all underground utilities. Take whatever precautions necessary to protect these underground lines from damage. In the
event damage does occur, all damages shall be repaired by Contractor unless other arrangements have been made.
Replacement of Paving and Curbs - Where trenches and lines cross existing roadways, paths, curbing, etc., damage to these shall be kept to a minimum and shall be restroed to original conditioin.
Contractor shall warrant materials against defects for a period of one year from the date of Substantial Completion. Contractor shall guarantee workmanship for similar period. Contractor shall be
responsible for coordinating material warranty items with the manufacturer/distributor.
Settling of backfilled trenches which may occur during guaranty period shall be repaired by Contractor at no expense to the Owner, including complete restoration of damage property.
Expenses due to vandalism before substantial completion shall be borne by Contractor.
Owner or representative maintenance company will maintain turf and planting areas during warranty period, so as not to hamper proper operation of the irrigation system.
Furnish the following maintenance items to Owner prior to final Acceptance:
1. 2 sets of special tools required for moving, disassembling, and adjusting each type of sprinkler head and valve supplied on this project.
2. 2 keys for each automatic controller.
3. 3 quick coupler keys and matching hose swivels.
In addition to installed system furnish the following items to Owner:
1. 4 per 100 installed drip emitters of each type used.
PART II - PRODUCTS
1. Pressure Supply Lines (downstream of backflow prevention units) - Class 200 PVC, Solvent Weld Belled End for 2-1/2" and smaller, and rubber-ring joint for
2. Non-pressure lines - Class 200 PVC, Solvent Weld Belled End.
3. Drip Piping - 1/2" Class 315 PVC, Solvent Weld unless otherwise specified on plans.
4. Emitter Tubing - by emitter manufacturer.
a. All pipe to be identified with following indelible markings:
5) NSF (National Sanitation Foundation) seal of approval.
1.08 MAINTENANCE
General Piping:
Plastic Pipe and Fittings:
1. Identification Markings:
1) Manufacturer's Name.
2) Nominal pipe size.
3) Schedule or class.
4) Pressure Rating.
6) Date of extrusion.
1.09 EXTRA STOCK
2.01 MATERIALS
1.07 WARRANTY/GUARANTY
Drip Piping:
PVC Piping:
3.03 INSTALLATION
2. Pipe and Wire Depth:
1. Clearances:
1. All trenching or other Work under limb spread of any and all evergreens or low branching deciduous material shall be done by hand or by other methods so as to prevent damage to limbs or branches.
2. Where it is necessary to excavate adjacent to existing trees, use all possible care to avoid injury to trees, and tree roots. Excavation in areas where 2-inch and larger roots occur shall be done by hand.
Roots 2 inches and larger in diameter, except directly in the path of pipe conduit, shall be tunneled under and shall be heavily wrapped with burlap to prevent scarring or excessive drying. Where a
trenching machine is operated close to trees having roots smaller than 2 inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts through roots. Roots
close to trees having roots smaller than 2 inches in diameter, the wall of the trench adjacent to the tree shall be hand trimmed, making clean cuts
Existing Trees:
3.02 PREPARATION
3.01 INSPECTION
2. 2 pop-up heads of each type used.
IRRIGATION SPECIFICATIONS
3. Boring will be permitted only where pipe must pass under obstruction(s) which cannot be removed, and must be approved by Consultant if not specifically indicated on
construction drawings. Final density of backfill shall match that of surrounding soil. Use of sleeves of suitable diameter is acceptable if installed first by jacking or boring,
and pipe laid through sleeves. Observe same precautions as though pipe were installed in open trench.
Locate other equipment as near as possible to location designated on construction drawings. Deviations shall be approved by Consultant prior to installation.
1. Snake pipe in trench as much as possible to allow for expansion and contraction.
2. When pipe laying is not in progress, or at end of each day, close pipe ends with tight plug or cap. (Perform work in accordance with good practices prevailing in piping trades).
3. Coordinate pressure supply line installation with required bedding operations. Concrete thrust blocks or steel joint restraints shall be utilized for all rubber-ring joint fittings per
industry standards. In sandy soil, mechanical joint fittings shall be used with thrust blocks.
5. Use 45-degree ells when making perpendicular crossings of above-grade PVC piping, to depress bottom pipe.
6. Lay pipe and make all plastic-to-plastic joints in accordance with manufacturer's recommendations.
2. Use threaded risers and Sch. 40 or Sch 80 fittings per details when making connections in drip piping for emitters and fittings.
4. Any deviations from drip pipe routing shown on drawings must be approved by consultant prior to installation.
a. Bury control wiring between controller and electric valves in pressure supply line trenches, with wires consistently located below and to one side of pipe, on top
of initial pipe bedding, or in separate trenches.
b. Bundle all 24-volt wires at 10-foot intervals with electrical or duct tape.
c. Provide an expansion loop at pressure supply line angle fittings, every electric control valve location (in valve box), and at minimum 500 feet intervals. Form
expansion loop by wrapping wire at least 8 times around a 1-inch pipe and withdrawing pipe.
d. Make splices and electric control valve connections using SureSplice SK 12-14 connectors or similar dry splice method.
e. Install control wire splices not occurring at control valve in a separate splice valve box.
g. Run 2 spare #14-1 control wires from controller pedestal to last electric control valve operated by controller on each and every leg of pressure supply line. Label
spare wires at controller and wire stub box. Loop a minimum of 24" from all spare wires inside every control valve box operated by controller.
h. Run all future control wires from controller pedestal to point indicated on drawings. Coil a minimum of ten (10) feet at termination and install in 10"
round valve box. Label all wires at termination.
5. Main Line Gate Valves - Carson #910-12.
Sprinkler Heads - As shown on drawings.
c. For Reclaimed Water systems, 2-foot vertical (below) and 6-foot horizontal separations from potable lines are required per industry standards.
4. Stake all above-grade PVC piping per details.
2. High Voltage Wiring for Automatic Controller
a. Provide 120-volt power connection to automatic controller.
1. Install controller in accordance with manufacturer's instructions as detailed and where shown on Drawings.
2. Connect remote control valves to controller in numerical sequence as shown on Drawings.
3. Final location of controller shall be approved by Consultant prior to installation.
4. Each controller shall have a dedicated separate ground wire and surge protection.
5. Above-ground conduit shall be rigid galvanized with appropriate fittings. Below-ground conduit shall be Schedule 40 PVC.
Install quick couplers on double swing-joint assemblies of Schedule 80 PVC piping; flush to grade. Angled nipple relative to pressure supply line shall be no more
than 45 degrees and no less than 10 degrees. Install quick coupler as detailed.
Drip Valve Assemblies - Install drip valve assembly as detailed.
Drip Emitters - Install drip emitters as detailed.
1. Install one valve box for each type of valve installed as detailed flush with grade for all sodded areas, and above-grade for all seeded areas.
2. Valve box extensions are not acceptable, except for master valve and flow sensor.
3. Install gravel sump after compaction of all trenches. Valve box to rest on gravel sump. Place final portion of gravel inside box after valve box is backfilled and compacted.
4. Install "Christy" stainless steel or 2.5" x 5" plastic valve label tags for each valve box (1-800-258-4583). Entire controller & station number shall be printed on each tag.
a. Control valves - Controller letter and station number.
b. Quick Coupler Valves - Label "QCV."
c. Wire Splices - Label wire splices with the letters "W.S."
d. Drip Piping Blow-out Stubs - Controller letter and station number of each drip piping blow-out.
Backflow Preventer - Install as detailed on Drawings.
Valve Boxes:
Quick Coupler Valves:
Automatic Controller:
3.06 CLEANING
Maintain continuous cleaning operation throughout duration of Work. All trash or debris generated by installation of irrigation system shall be properly disposed of
3. Leaks - Detect and repair leaks.
4. Retest system until pressure can be maintained for the duration of the test.
5. Before final acceptance, pressure supply line shall remain under pressure for a period of 48 hours.
Walk-Through for Substantial Completion:
1. Arrange for Consultant's presence a minimum of 48 hours in advance of walk-through.
2. Entire System shall be completely installed and operational prior to scheduling of walk-through. All sodded areas are to be complete with head height and valve
3. Operate each zone in its entirety for Consultant at time of walk-through, and open all valve boxes.
4. Consultant shall generate a list of items to be corrected prior to Final Completion ("Punch List").
5. Furnish all materials and perform all Work required to correct all inadequacies due to deviations from Contract Documents, and as directed by Consultant.
6. During walk-through, expose all drip emitters and sprinklers under operations for observation by Consultant to demonstrate that they are performing and installed
as designed, prior to placing of all mulch material. Schedule separate walk-through if necessary.
Walk-Through for Final Completion:
1. Arrange for Consultant's presence a minimum of 48 hours in advance of walk-through.
2. Show evidence to Consultant that Owner has received all accessories, charts, record drawings, and equipment as required before Final Completion walk-through
3. Operate each zone identified as deficient at substantial completion walk-through for Consultant to review at time of final completion walk-through to ensure
4. Items deemed not acceptable by Consultant shall be reworked to the complete satisfaction of Consultant.
5. If after request to Consultant for a walk-through for Final Completion of the irrigation system, Consultant finds items during walk-through to be deficient, Contractor
shall be charged for all subsequent walk-throughs. Funds will be withheld from final payment and/or retainage to Contractor, in amount equal to additional time a
and expenses required by Consultant to conduct and document further walk-throughs as deemed necessary to ensure compliance with Contract Documents.
3.05 ADJUSTING
Upon substantial completion of installation, fine-tune entire system by regulating valves, adjusting spray patterns and break-up arms/screws, and setting pressure
reducing valves or throttling electric valve flow control stems to proper pressure settings to provide optimum and efficient coverage. Flush and adjust all sprinkler
heads for optimum performance and to prevent overspray onto walks, roadways, and buildings as much as possible. Heads of same type shall be operating at same
pressure +/- 7%. If it is determined that irrigation adjustments will provide proper and more adequate coverage, make such adjustments prior to Final Acceptance, as
directed, at no additional cost to Owner. Adjustments may also include changes in nozzle sizes, degrees of arc, and control valve throttling. All sprinkler heads shall
be set perpendicular to finish grade unless otherwise designated. Areas which do not conform to designated operation requirements due to unauthorized changes
Control Wiring:
1. All control wiring to be laid to bottom and side of pressure supply line trench. Separate wire trenches will not be allowed unless approved by Consultant prior to installation.
Backfilling - Do not begin backfilling operation until required system tests have been completed. Backfill shall not be done in freezing weather except with prior
Leave trenches slightly mounded to allow for settlement after backfilling is complete. Trenches shall be finished graded prior to walk-through of system by Consultant.
1. All pressure supply lines shall be bedded with construction grade sand 4 inches below invert of pipe, to 6" above top of pipe and width of trench when site conditions
2. Materials - Excavated material is generally considered satisfactory for backfilling purposes after completing bedding requirements. Backfill materials shall be free of
rubbish, vegetative matter, frozen materials, and stones larger than 2 inches in maximum dimension. Do not mix subsoil with topsoil. Material not suitable for backfill
shall be hauled away. Contractor shall be responsible for providing suitable backfill if excavated material is unacceptable, or not sufficient to meet backfill,
3. Do not leave trenches open for a period of more than 48 hours. Open excavations shall be protected in accordance with OSHA regulations.
4. Compact backfill to 90% maximum density in 6" lifts, determined in accordance with ASTM D155-7 utilizing the following methods:
a.Mechanical tamping.
b.Puddling or ponding. Puddling or ponding and/or jetting is prohibited within 10'-0" of building or foundation walls.
Piping Under Paving:
1. Provide for a minimum cover of 24 inches between the top of the pipe and the bottom of the aggregate base for all pressure and non-pressure piping installed
under asphalt concrete or concrete paving. Provide sleeving as required by municipality, or as shown on plans.
2. Piping shall be bedded with construction grade sand - 6 inches below pipe to 6 inches above pipe and the width of the trench.
3. Compact backfill material in 6-inch lifts at 95% maximum density determined in accordance with ASTM D1557 using manual or mechanical tamping devices.
4. Set in place, cap, and pressure test all piping under paving, in presence of Consultant or Owner prior to backfilling and paving operations.
5. Piping under existing walk or concrete pavement shall be done by jacking, boring, or hydraulic driving, but where cutting or breaking of walks and/or concrete is
necessary, it shall be done and replaced at no cost to the Owner. Obtain permission and prior approval from Owner to cut or break walks and / or concrete.
and / or concrete.
3.04 FIELD QUALITY CONTROL
Flushing - After piping, risers, and valves are in place and connected, but prior to installation of emitter heads, quick coupler valves, and air relief valves, thoroughly
flush piping system under full head of water pressure from dead end fittings. Maintain flushing for 5 minutes through furthestmost valves. Cap riser after flushing.
Testing - Conduct tests in presence of Consultant. Arrange for presence of Consultant a minimum of 48 hours in advance of testing. Supply force pump and all
1. After backfilling, and installation of all control valves & quick coupler valves, fill pressure supply line with water, and pressurize to 40 PSI over the designated static
pressure or 120 PSI, whichever is greater, for a period of 2 hours.
2. Leakage, Pressure Loss - Test is acceptable if no leakage or loss of pressure is evident during test period.
Electric Control Valves:
Install top of cross handle a maximum of 3 inches below finished grade where shown on Drawings and as detailed. When grouped together, allow a minimum of 12
inches between valve box sides. Space control valves accordingly. Install each remote control valve in a separate valve box. Install valve boxes flush with grade.
When parallel to roadway, sidewalk or other permanent element or structure, control valve and box are to be installed perpendicular to element or structure, spaced equally.
5. Valve box color to be selected based upon a review of the location and adjacent material by Owner and Landscape Architect prior to installation.
e. Gate Valves - Label with letters "GV" typical.
Main Line Gate Valves - Install as detailed on Drawings.
Letter and number size shall be no smaller than 1/8 inch and no greater than 1/4 inches. Label each valve box as follows:
Valve box color shall be selected based upon a review of the location and adjacent material by Owner and Landscape Architect prior to installation.
3" and larger with ductile iron fittings.
or poor installation practices shall be immediately corrected at no additional cost to the Owner.
correction of all incomplete items.
is scheduled.
boxes adjusted accordingly.
by Contractor off-site.
other test equipment.
compaction, and final grade requirements.
are rocky or otherwise unfavorable.
written approval by Consultant.
1. For all projects with rotary sprinklers spaced at twenty-five feet (25') or greater, Consultant (CICI) shall lay out the sprinklers using wire flags with assistance from Contractor.
Contractor shall contact CICI prior to Bid for Consultant's staking fees. For all projects or area segments with smaller sprinklers, Contractor shall lay out sprinklers and contact
Consultant for review.
d. Wire connections for all valve and solenoid locations shall be UL 486D approved direct-bury wire connectors for wet / damp locations, rated
up to 600 volts, as manufactured by Rain Bird model DB Series Wire Connector, or approved similar dry splice method. Wire connectors shall
provide strain relief and have the wire nut / spring integrated into the housing. All 24-volt wire splices shall conform to National Electric Code
(NEC) standards and all state, local and federal codes.
For athletic areas such as football fields where concrete curbs exist, place the electric valves within one foot of the curb (no further into the playfield).
3. Consultant will not certify any pay request submitted by the Contractor if the as-built drawings are not current, and processing of
pay request will not occur until as-builts are updated.
5. Prior to scheduling walk-through for substantial completion, Contractor is to submit all Field Record information to the Consultant for approval.
STAKING AND CONSTRUCTION RECORD DRAWINGS:
6. Contractor shall also provide both a hard copy and Electronic Form version of the Controller Data Sheets to the Consultant. Hard copy and
Electronic Forms shall be provided to the Contractor by Coates Irrigation Consultants Inc.
Record plans shall be to same scale and in the same format as designed plans.
2. Following approval of Field Record Plan by the Architect and Consultant, the Contractor shall submit the Field Record Plan with ALL
changes, additions, and modifications performed during the project installation to Consultant. Consultant (CICI) shall create a digital
Construction Record from the information provided by Contractor. The digital Construction Record file shall be generated as follows:
A. PDF: Contract with Coates Irrigation Consultants (CICI) to combine all Field Record information and GPS data for locations of
water source(s), mainline routing, valves, controllers, and basic features to correspond with the site plan. This digital file shall be placed into
sheet form as required, and Portable Document Format (PDF) files created as the Construction Record. Contractor shall contact CICI prior to
Bid for fees for GPS data collection and creation of digital Construction Record.
1. Coates Irrigation Consultants Inc. (CICI) shall stake the locations of all sprinklers 25-feet in radius or greater with the assistance of
Contractor (refer to Section 3.02-1, and contact CICI prior to Bid for staking fees). CICI shall use the GPS collection method to record the
rotary sprinklers, mainline routing, electric and gate valves, and controllers; and provide plan copy to Contractor. Contractor shall draw lateral
piping, controller station numbers, and all other record information on the Field Record. At end of every day, revise Field Record for all work
accomplished that day in RED ink. The Field Record Plan(s) shall be available at the Project Site for review. Upon completion of Project,
Contractor shall submit Field Record Plan for review, prior to final acceptance. :
CONTROLLER CHARTS - Do not prepare controller charts until Construction Record (as-built) drawings have been approved by the Consultant.
1. Provide controller chart, automatic controller.
a. Controller Chart shall be Controller Data Sheet as approved by Architect and Consultant.
b. Controller chart shall be Controller Data Sheet showing informatioin on each station, and with complete description of each
c. Following review of controller drawings by Consultant, hermetically seal each chart between two layers of 20 mm thick clear plastic.
d. Controller chart shall be completed by Contractor and approved by Consultant prior to final completion walk-through of irrigation system.
e. Attach approved controller chart to inside of each controller door using self adhesive Velcro strips.
station's location.
b. All fittings including valve taps for rubber-ring pipe shall be cast or ductile iron, rubber-ring joint for PVC. Ductile iron fittings shall have the
following characteristics:
1) All ductile iron fittings and joint restraints shall have a fusion bonded epoxy coating on interior and exterior of the product surface,
average of 10-12 mm thickness. Epoxy coating shall conform to the requirements of CSA Z245.20-20 and NSF 61 for water services. Tar/bitumen
coating will not be approved.
2) All ductile iron pipe fittings, joint restraints, lateral isolation valves and mainline isolation gate valves shall be of the same manufacture
which offers a 10-year warranty on products and replacement labor costs. Prior to installation, manufacturer shall provide documentation stating
the above warranty information.
4. Consultant (CICI) shall collect the field controller data for programming purposes, if Contractor is unable to collect data or if the process delays project completion.
Contractor shall contact CICI for fees for data collection.