A B C D E

Transcription

A B C D E

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VAN
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VAN
301 TARROW STREET, 7th FLOOR
COLLEGE STATION, TX 77840
(979) 458-7000
http://www.tamus.edu/business/facilities-planningconstruction/
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H.C. H.C.
TEXAS A&M UNIVERSITY
SYSTEM
OFFICE OF FACILITIES, PLANNING,
AND CONSTRUCTION
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H.C.
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KSQ ARCHITECTS, PC
STUDY
COLLABORATE
DESIGN
COLORADO OKLAHOMA NEW YORK
NORTH CAROLINA TEXAS
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1452 HUGHES RD., SUITE 150
GRAPEVINE, TX 76051
(972) 259-8500
http://www.ksqarchitects.com
CONSULTANTS
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CIVIL
JQ ENGINEERING
2105 COMMERCE STREET
DALLAS, TX 75201
(214) 752-9098
http://www.jqeng.com
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LANDSCAPE ARCHITECT
COLEMAN AND ASSOCIATES
9890 SILVER MOUNTAIN DRIVE
AUSTIN, TX 78739
(512) 476-2090
http://www.colemanandassoc.com
STRUCTURAL ENGINEER
JQ ENGINEERING
1301 WEST 7TH STREET, SUITE 141
FT. WORTH, TX 76102
(817) 546-7200
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MEP ENGINEER
PURDY-MCGUIRE
17300 DALLAS PARKWAY, SUITE 3000
DALLAS, TX 75248
(972) 239-5357
http://www.purdy-mcguire.com
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IT/AV
4b TECHNOLOGY
12600 NORTHBOROUGH DRIVE, SUITE 290
HOUSTON, TX 77067
(832) 249-9379
http://4btechnology.com/
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FOODSERVICE DESIGN
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BAKERGROUP
2220 EAST PARIS AVENUE SE.
GRAND RAPIDS, MI 49546
(800) 968-4011
http://bakergroup.com
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WEST CAMPUS SUPPORT
BUILDING #02-3177
COLLEGE STATION,
TEXAS 77843
KEY PLAN
D
A
C
B
E
REVISIONS
ISSUE:
ISSUE FOR BID
ISSUE DATE:
JULY 21, 2016
SHEET NAME:
HARDSCAPE
MATERIALS PLAN
BASE BID
SHEET NUMBER:
L1.01
COPYRIGHT © 2015 KSQ ARCHITECTS, PC
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VAN
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VAN
(979) 458-7000
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H.C.
SYSTEM
AND CONSTRUCTION
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H.C.
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KSQ ARCHITECTS, PC
STUDY
COLLABORATE
DESIGN
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GRAPEVINE, TX 76051
(972) 259-8500
CONSULTANTS
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CIVIL
JQ ENGINEERING
DALLAS, TX 75201
(214) 752-9098
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LANDSCAPE ARCHITECT
AUSTIN, TX 78739
(512) 476-2090
STRUCTURAL ENGINEER
JQ ENGINEERING
FT. WORTH, TX 76102
(817) 546-7200
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MEP ENGINEER
PURDY-MCGUIRE
DALLAS, TX 75248
(972) 239-5357
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IT/AV
4b TECHNOLOGY
HOUSTON, TX 77067
(832) 249-9379
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FOODSERVICE DESIGN
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BAKERGROUP
(800) 968-4011
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WEST CAMPUS SUPPORT
BUILDING #02-3177
COLLEGE STATION,
TEXAS 77843
KEY PLAN
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D
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A
C
B
E
REVISIONS
ISSUE:
ISSUE FOR BID
ISSUE DATE:
JULY 21, 2016
SHEET NAME:
HARDSCAPE
MATERIALS PLAN
ALTERNATE BID
SHEET NUMBER:
L1.01A
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(979) 458-7000
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SYSTEM
AND CONSTRUCTION
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KSQ ARCHITECTS, PC
STUDY
COLLABORATE
DESIGN
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EJ
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GRAPEVINE, TX 76051
(972) 259-8500
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CONSULTANTS
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CIVIL
JQ ENGINEERING
DALLAS, TX 75201
(214) 752-9098
LANDSCAPE ARCHITECT
AUSTIN, TX 78739
(512) 476-2090
STRUCTURAL ENGINEER
JQ ENGINEERING
FT. WORTH, TX 76102
(817) 546-7200
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MEP ENGINEER
PURDY-MCGUIRE
DALLAS, TX 75248
(972) 239-5357
IT/AV
4b TECHNOLOGY
HOUSTON, TX 77067
(832) 249-9379
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FOODSERVICE DESIGN
BAKERGROUP
(800) 968-4011
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WEST CAMPUS SUPPORT
BUILDING #02-3177
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COLLEGE STATION,
TEXAS 77843
KEY PLAN
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D
A
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C
B
E
REVISIONS
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ISSUE:
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ISSUE FOR BID
ISSUE DATE:
JULY 21, 2016
SHEET NAME:
HARDSCAPE LAYOUT
AND GRADING PLAN
BASE BID
SHEET NUMBER:
L1.02
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(979) 458-7000
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SYSTEM
AND CONSTRUCTION
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KSQ ARCHITECTS, PC
STUDY
COLLABORATE
DESIGN
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EJ
EJ
EJ
GRAPEVINE, TX 76051
(972) 259-8500
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CONSULTANTS
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EJ
EJ
CIVIL
JQ ENGINEERING
DALLAS, TX 75201
(214) 752-9098
LANDSCAPE ARCHITECT
AUSTIN, TX 78739
(512) 476-2090
STRUCTURAL ENGINEER
JQ ENGINEERING
FT. WORTH, TX 76102
(817) 546-7200
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MEP ENGINEER
PURDY-MCGUIRE
DALLAS, TX 75248
(972) 239-5357
IT/AV
4b TECHNOLOGY
HOUSTON, TX 77067
(832) 249-9379
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FOODSERVICE DESIGN
BAKERGROUP
(800) 968-4011
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WEST CAMPUS SUPPORT
BUILDING #02-3177
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COLLEGE STATION,
TEXAS 77843
KEY PLAN
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D
A
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C
B
E
REVISIONS
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ISSUE:
ISSUE FOR BID
ISSUE DATE:
JULY 21, 2016
SHEET NAME:
HARDSCAPE LAYOUT
AND GRADING PLAN
ALTERNATE BID
SHEET NUMBER:
L1.02A
SYSTEM
AND CONSTRUCTION
(979) 458-7000
KSQ ARCHITECTS, PC
STUDY
COLLABORATE
DESIGN
GRAPEVINE, TX 76051
(972) 259-8500
CONSULTANTS
CIVIL
JQ ENGINEERING
DALLAS, TX 75201
(214) 752-9098
LANDSCAPE ARCHITECT
AUSTIN, TX 78739
(512) 476-2090
STRUCTURAL ENGINEER
JQ ENGINEERING
FT. WORTH, TX 76102
(817) 546-7200
MEP ENGINEER
PURDY-MCGUIRE
DALLAS, TX 75248
(972) 239-5357
IT/AV
4b TECHNOLOGY
HOUSTON, TX 77067
(832) 249-9379
FOODSERVICE DESIGN
BAKERGROUP
(800) 968-4011
WEST CAMPUS SUPPORT
BUILDING #02-3177
COLLEGE STATION,
TEXAS 77843
KEY PLAN
D
A
C
B
E
REVISIONS
ISSUE:
ISSUE FOR BID
ISSUE DATE:
JULY 21, 2016
SHEET NAME:
HARDSCAPE DETAILS
SHEET NUMBER:
L1.10
SYSTEM
AND CONSTRUCTION
(979) 458-7000
KSQ ARCHITECTS, PC
STUDY
COLLABORATE
DESIGN
GRAPEVINE, TX 76051
(972) 259-8500
CONSULTANTS
CIVIL
JQ ENGINEERING
DALLAS, TX 75201
(214) 752-9098
LANDSCAPE ARCHITECT
AUSTIN, TX 78739
(512) 476-2090
STRUCTURAL ENGINEER
JQ ENGINEERING
FT. WORTH, TX 76102
(817) 546-7200
MEP ENGINEER
PURDY-MCGUIRE
DALLAS, TX 75248
(972) 239-5357
IT/AV
4b TECHNOLOGY
HOUSTON, TX 77067
(832) 249-9379
FOODSERVICE DESIGN
BAKERGROUP
(800) 968-4011
WEST CAMPUS SUPPORT
BUILDING #02-3177
COLLEGE STATION,
TEXAS 77843
KEY PLAN
D
A
C
B
E
REVISIONS
ISSUE:
ISSUE FOR BID
ISSUE DATE:
JULY 21, 2016
SHEET NAME:
HARDSCAPE DETAILS
SHEET NUMBER:
L1.11
SYSTEM
AND CONSTRUCTION
(979) 458-7000
KSQ ARCHITECTS, PC
STUDY
COLLABORATE
DESIGN
GRAPEVINE, TX 76051
(972) 259-8500
CONSULTANTS
CIVIL
JQ ENGINEERING
DALLAS, TX 75201
(214) 752-9098
LANDSCAPE ARCHITECT
AUSTIN, TX 78739
(512) 476-2090
STRUCTURAL ENGINEER
JQ ENGINEERING
FT. WORTH, TX 76102
(817) 546-7200
MEP ENGINEER
PURDY-MCGUIRE
DALLAS, TX 75248
(972) 239-5357
IT/AV
4b TECHNOLOGY
HOUSTON, TX 77067
(832) 249-9379
FOODSERVICE DESIGN
BAKERGROUP
(800) 968-4011
WEST CAMPUS SUPPORT
BUILDING #02-3177
COLLEGE STATION,
TEXAS 77843
KEY PLAN
D
A
C
B
E
REVISIONS
WHITE CREEK
COMMUNITY CENTER
ISSUE:
ISSUE FOR BID
ISSUE DATE:
JULY 21, 2016
SHEET NAME:
HARDSCAPE DETAILS
SHEET NUMBER:
L1.12
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SYSTEM
AND CONSTRUCTION
(979) 458-7000
KSQ ARCHITECTS, PC
STUDY
COLLABORATE
DESIGN
GRAPEVINE, TX 76051
(972) 259-8500
CONSULTANTS
CIVIL
JQ ENGINEERING
DALLAS, TX 75201
(214) 752-9098
LANDSCAPE ARCHITECT
AUSTIN, TX 78739
(512) 476-2090
STRUCTURAL ENGINEER
JQ ENGINEERING
FT. WORTH, TX 76102
(817) 546-7200
MEP ENGINEER
PURDY-MCGUIRE
DALLAS, TX 75248
(972) 239-5357
IT/AV
EJ
4b TECHNOLOGY
HOUSTON, TX 77067
(832) 249-9379
FOODSERVICE DESIGN
BAKERGROUP
(800) 968-4011
EJ
WEST CAMPUS SUPPORT
BUILDING #02-3177
COLLEGE STATION,
TEXAS 77843
KEY PLAN
D
A
C
B
E
REVISIONS
ISSUE:
ISSUE FOR BID
ISSUE DATE:
JULY 21, 2016
SHEET NAME:
LANDSCAPE PLAN
BASE BID
SHEET NUMBER:
L2.01
SYSTEM
AND CONSTRUCTION
(979) 458-7000
KSQ ARCHITECTS, PC
STUDY
COLLABORATE
DESIGN
GRAPEVINE, TX 76051
(972) 259-8500
CONSULTANTS
CIVIL
JQ ENGINEERING
DALLAS, TX 75201
(214) 752-9098
LANDSCAPE ARCHITECT
AUSTIN, TX 78739
(512) 476-2090
STRUCTURAL ENGINEER
JQ ENGINEERING
FT. WORTH, TX 76102
(817) 546-7200
MEP ENGINEER
PURDY-MCGUIRE
DALLAS, TX 75248
(972) 239-5357
IT/AV
4b TECHNOLOGY
HOUSTON, TX 77067
(832) 249-9379
FOODSERVICE DESIGN
BAKERGROUP
(800) 968-4011
WEST CAMPUS SUPPORT
BUILDING #02-3177
COLLEGE STATION,
TEXAS 77843
KEY PLAN
D
A
C
B
E
REVISIONS
ISSUE:
ISSUE FOR BID
ISSUE DATE:
JULY 21, 2016
SHEET NAME:
LANDSCAPE PLAN
ALTERNATE BID
SHEET NUMBER:
L2.01A
SYSTEM
AND CONSTRUCTION
(979) 458-7000
KSQ ARCHITECTS, PC
STUDY
COLLABORATE
DESIGN
GRAPEVINE, TX 76051
(972) 259-8500
CONSULTANTS
CIVIL
JQ ENGINEERING
DALLAS, TX 75201
(214) 752-9098
LANDSCAPE ARCHITECT
AUSTIN, TX 78739
(512) 476-2090
STRUCTURAL ENGINEER
JQ ENGINEERING
FT. WORTH, TX 76102
(817) 546-7200
MEP ENGINEER
PURDY-MCGUIRE
DALLAS, TX 75248
(972) 239-5357
IT/AV
4b TECHNOLOGY
HOUSTON, TX 77067
(832) 249-9379
FOODSERVICE DESIGN
BAKERGROUP
(800) 968-4011
WEST CAMPUS SUPPORT
BUILDING #02-3177
COLLEGE STATION,
TEXAS 77843
KEY PLAN
D
A
C
B
E
REVISIONS
ISSUE:
ISSUE FOR BID
ISSUE DATE:
JULY 21, 2016
SHEET NAME:
LANDSCAPE DETAILS
SHEET NUMBER:
L2.10
NOTE A:
POINT OF CONNECTION (POC) #1 SHALL BE DOWNSTREAM OF A 2" DOMESTIC WATER
METER AND 2" BACKFLOW PROVIDED BY OTHERS. BACKFLOW AND METER TO BE
LOCATED IN MECHANICAL ROOM AND A 2-1/2" IRRIGATION WATER LINE WILL BE CARRIED
OUT TO THE INDICATED LOCATION OM THE PLAN. SEE SHEET MEP 1.01, MEP SITE PLAN,
FOR CONNECTION LOCATION AND DETAILS. THE CONTRACTOR SHALL VERIFY THE
ACTUAL LOCATION, WATER TYPE, METER SIZE AND WATER PRESSURE IN THE FIELD
PRIOR TO STARTING WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING)
WATER PRESSURE IS ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP
HAS BEEN INDICATED ON THESE PLANS. WHEN USING RECYCLED WATER, OR ON
POTABLE WATER SYSTEMS REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC
(WATER MOVING THROUGH THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE.
THE DYNAMIC WATER PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM
DEMAND AS INDICATED BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE
DRAWING IS FOUND TO BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED
IN THE FIELD, IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION
CONSULTANT. SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS
SHOWN HEREIN, ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
WATER PRESSURE AT POC:
DESIGN WATER PRESSURE:
MAXIMUM SYSTEM DEMAND:
RESIDUAL WATER PRESSURE:
65
61
45
4
PSI (STATIC / DYNAMIC)
PSI
GPM
PSI
NOTE B:
CONTROLLER "A" SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ON
THE IRRIGATION MATERIALS LEGEND. THE CONTROLLER SHALL BE INSTALLED IN THE
APPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THE
REQUIRED ELECTRICAL POWER SUPPLY AT THIS LOCATION WITH THE OWNER'S
AUTHORIZED REPRESENTATIVE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL
POINT OF CONNECTION SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED
REPRESENTATIVE PRIOR TO STARTING WORK.
NOTE C:
THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION
EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION
OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A
MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.
NOTE D:
CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY
VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT
LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION
OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY
AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE
HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL
HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD
INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH
OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.
IRRIGATION CONTROLLER "A";
REFER TO NOTE "B"
NOTE E:
THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN
WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE
PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE
PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE
CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED
SYSTEM
AND CONSTRUCTION
(979) 458-7000
KSQ ARCHITECTS, PC
STUDY
COLLABORATE
DESIGN
GRAPEVINE, TX 76051
(972) 259-8500
CONSULTANTS
CIVIL
JQ ENGINEERING
DALLAS, TX 75201
(214) 752-9098
LANDSCAPE ARCHITECT
AUSTIN, TX 78739
(512) 476-2090
STRUCTURAL ENGINEER
JQ ENGINEERING
FT. WORTH, TX 76102
(817) 546-7200
MEP ENGINEER
PURDY-MCGUIRE
DALLAS, TX 75248
(972) 239-5357
IRRIGATION POINT OF CONNECTION #1;
REFER TO NOTE "A"
IT/AV
4b TECHNOLOGY
HOUSTON, TX 77067
(832) 249-9379
FOODSERVICE DESIGN
OF TE
XA
TE
TA
S
S
BAKERGROUP
(800) 968-4011
LI
C
E
N
TO
R
EDWARD J. KOCHANEK
SE
D
I RR
IG
A
21 JULY 2016
WEST CAMPUS SUPPORT
BUILDING #02-3177
COLLEGE STATION,
TEXAS 77843
KEY PLAN
REVISIONS
BASE BID: TEMPORARY IRRIGATION IN THIS AREA.
BID ALTERNATE # 4 IS PERMANENT IRRIGATION IN
THIS AREA.
ISSUE:
ISSUE FOR BID
ISSUE DATE:
JULY 21, 2016
SHEET NAME:
BASE BID: TEMPORARY IRRIGATION IN THIS AREA.
BID ALTERNATE # 4 IS PERMANENT IRRIGATION IN
THIS AREA.
IRRIGATION PLAN
BASE BID
SHEET NUMBER:
L3.01
NOTE A:
BID ALTERNATE #7 ALTERNATE POINT OF CONNECTION (POC) SHALL BE A RAIN-WATER
AND CONDENSATE REUSE TANK (20,000 GALLON). THE CONTRACTOR SHALL VERIFY THE
ACTUAL LOCATION, SIZE AND WATER PRESSURE IN THE FIELD PRIOR TO STARTING
WORK. MEASUREMENT OF THE STATIC (NO WATER MOVING) WATER PRESSURE IS
ACCEPTABLE FOR POTABLE WATER SYSTEMS WHERE NO PUMP HAS BEEN INDICATED
ON THESE PLANS. WHEN USING RECYCLED WATER, OR ON POTABLE WATER SYSTEMS
REQUIRING A PUMP, ONLY THE MEASUREMENT OF DYNAMIC (WATER MOVING THROUGH
THE METER) WATER PRESSURE, SHALL BE ACCEPTABLE. THE DYNAMIC WATER
PRESSURE SHALL BE MEASURED AT THE MAXIMUM SYSTEM DEMAND AS INDICATED
BELOW. IF ANY OF THE POC INFORMATION SHOWN ON THESE DRAWING IS FOUND TO
BE DIFFERENT THAN THE ACTUAL POC INFORMATION GATHERED IN THE FIELD,
IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT.
SHOULD THE CONTRACTOR FAIL TO VERIFY THE POC INFORMATION AS SHOWN HEREIN,
ANY CHANGES REQUIRED BY LOW PRESSURE OR VOLUME SHALL BE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR. BID ALTERNATE #7 SHALL INCLUDE THE 2-1/2"
MAKE-UP WATER LINE BETWEEN THE BACKFLOW PREVENTER AND THE WATER TANK. IF
BID ALTERNATE #7 IS NOT ACCEPTED, IRRIGATION POINT OF CONNECTION SHALL BE
INSTALLED PER BASE BID PLANS.
DESIGN WATER PRESSURE:
MAXIMUM SYSTEM DEMAND:
PRESSURE BOOST REQUIRED:
60
45
65
PSI
GPM
PSI
NOTE B:
CONTROLLER "A" SHALL BE OF THE BRAND, MODEL AND STATION SIZE AS INDICATED ON
THE IRRIGATION MATERIALS LEGEND. THE CONTROLLER SHALL BE INSTALLED IN THE
APPROXIMATE LOCATION SHOWN. THE CONTRACTOR SHALL COORDINATE THE
REQUIRED ELECTRICAL POWER SUPPLY AT THIS LOCATION WITH THE OWNER'S
AUTHORIZED REPRESENTATIVE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL
POINT OF CONNECTION SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED
NOTE C:
THESE PLANS ARE DIAGRAMMATIC, THE MAINLINE AND RELATED IRRIGATION
EQUIPMENT IS SHOWN WITHIN THE PAVING FOR CLARITY ONLY. THE ACTUAL LOCATION
OF MAINLINE AND RELATED IRRIGATION EQUIPMENT SHALL BE WITHIN PLANTER AND A
MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES, TYPICAL.
NOTE D:
CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY
VERTICAL OBSTRUCTIONS THAT MAY OCCUR IN THE LANDSCAPE, INCLUDING BUT NOT
LIMITED TO LIGHT POLES, FIRE HYDRANTS, TREES, ETC. WHEN A SLIGHT RELOCATION
OF THE HEAD IS NOT SUFFICIENT TO CLEAR THE OBSTACLE, OR IF IT NEGATIVELY
AFFECTS THE COVERAGE, AN ADDITIONAL HEAD SHALL BE INSTALLED TO PLACE ONE
HEAD ON EITHER SIDE OF THE OBSTACLE. THE NOZZLES OF THESE TWO HEADS SHALL
HAVE ARC PATTERNS THAT ADD UP TO THE ORIGINAL ARC PATTERN OF THE HEAD
INDICATED ON THE PLANS. THE CONTRACTOR SHALL VERIFY ALL HEAD LAYOUT WITH
OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO STARTING WORK.
IRRIGATION CONTROLLER "A";
REFER TO NOTE "B"
NOTE E:
THESE PLANS ARE DIAGRAMMATIC, TREE BUBBLERS AND LATERAL LINES ARE SHOWN
WITHIN THE PAVING FOR CLARITY ONLY, THE ACTUAL LOCATIONS SHALL BE WITHIN THE
PLANTER. THE TREE BUBBLERS SHALL BE ALIGNED WITH TREES AS SHOWN ON THE
PLANTING PLANS, AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. THE
CONTRACTOR SHALL CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED
WATER COLLECTION SYSTEM (BID ALTERNATE #7)
DESCRIPTION OF OPERATION:
VENT AND MANWAY COVER, SEE
DETAILING AT RIGHT. (BID ALTERNATE #7)
CONNECT TO 2-1/2" IRRIGATION WATER LINE
FOR RAIN WATER TANK DOMESTIC FILL LINE.
(BID ALTERNATE #7)
PUMP WILL START VIA PRESSURE DROP SENSED IN WATER
MAINLINE AND REGULATE A CONSTANT PRESSURE AT VARIABLE
FLOW RATE. PUMP WILL RETIRE BASED UPON AN ADJUSTABLE
MINIMUM WATER DEMAND (FLOW) AND SUSTAINED REGULATE
PRESSURE.
WATER WILL BE DRAWN OUT OF TANK. ONCE USER ADJUSTABLE
LEVEL SET POINT IS SATISFIED THE AUTOMATIC VALVE WILL
SWITCH TO CITY WATER AND THE PUMP WILL SHUT DOWN. VALVE
WILL ALSO BE ENGAGED WHENEVER PUMP IS DISABLED VIA
ALARM OR IN THE OFF POSITION. A MANUAL OVER RIDE BUTTON
WILL ALSO BE LOCATED ON THE OPERATOR INTERFACE. VALVE
WILL SWITCH BACK TO TANK WATER WHEN LEVEL RISES ABOVE
USER ADJUSTABLE SET POINT. AUTOMATIC SWITCH TO CITY
WATER UPON A POWER FAILURE IS AN AVAILABLE OPTION, SEE
QUOTE FOR INCLUSION.
WIRE SCHDULE:
LEVEL SENSOR: 18 AWG (2) COND. SHIELDED 500FT MAX
LEVEL FLOAT: 14 AWG (2) COND.
FLOW SENSOR: 18 AWG (2) COND. SHIELDED 500FT MAX
SOLENOID VALVE: 14 AWG (2) COND.
MOTOR: 10 AWG (3) COND. W/ GROUND
WATERTRONICS RECOMMENDS THAT MAKEUP WATER BE GREATER
THAN OR EQUAL TO THE MAXIMUM DEMAND OF THE PUMP STATION
T
CLEAN WATER INLET
OWNER RESPONSIBLE FOR CITY WATER METER, BACK FLOW
PREVENTER AND ANY OTHER REGULATING DEVICES THAT MAY
BE REQUIRED. OWNER RESPONSIBLE FOR VERIFYING CITY
WATER CAPACITY MUST SUPPLY A MIN 45 GPM TO TANK.
46"
321"
2 SLAB
2" MPT
ANCHOR POINT
SEE DETAIL
1
482"
BASE & SLAB DETAIL
FLOW
36"
DETAIL B: POTABLE TANK FILL SPOOL
INSTALL IN MECHANICAL ROOM OR WATERPROOF VALVE BOX
HIGH VOLTAGE
POWER CONDUIT
42" MIN.
SEE LOCAL
NEC CODE
50"
BASE
1" BLOW OUT
PORT w/ PLUG
E
OUTER
DISCONNECT
VFD
34"
BASE
D
R
AUSTIN, TX 78739
(512) 476-2090
JQ ENGINEERING
FT. WORTH, TX 76102
(817) 546-7200
MEP ENGINEER
PURDY-MCGUIRE
DALLAS, TX 75248
(972) 239-5357
IT/AV
46"
SLAB
3/4" MPT PRV
DISCHARGE
TO OPEN DRAIN
DETAIL "A"
CONCRETE ANCHOR
TYPICAL (4) LOCATIONS
J-BOX FOR REMOTE
WIRING FROM TANK
DUST COVER
S
H
MANWAY COVER
BY INSTALLATION CONTRACTOR
LOW VOLTAGE WIRE AND CONDUIT
TO CONTROL PANEL BY INSTALLATION CONRACTOR
DO NOT RUN HIGH & LOW VOLTAGE IN THE SAME CONDUIT
D
CONTROL
BOX
E
F
385
8"
VFD
N
24"
BURY
24"
BURY
203
4"
BURY
P
W
M
X
INNER
CONTROL
BOX
EDWARD J. KOCHANEK
J
2" PRESSURE RATED PIPING
THRUST
BLOCK
2" MPT DISCHARGE
CONNECTION
L
ENCLOSURE
ISOMETRIC VIEW
LI
10'-0"
15" LOW LEVEL ALARM
PUMP OFF / 3-WAY VALVE OPEN
RE-SET @ + 2"
C
U
ZIP TIE MOTOR LEADS
TO DISCHARGE HOSE
Q
B
37'-8 3/4"
SCALE: NONE
DESCRIPTION
SE
D
I RR
IG
A
WEST CAMPUS SUPPORT
BUILDING #02-3177
K
GRAVEL BACK FILL AROUND TANK TO SUB GRADE,
SEE INSTALLATION INSTRUCTIONS FOR
PROPER INSTALLATION & WARRANTY
BY
N
21 JULY 2016
13" LOW LOW LEVEL
HARD SHUT DOWN
A
E
C
DISTANCE BETWEEN
CONTROL PANEL & MOTOR IN TANK
NOT TO EXCEED 100 FEET
V
OF TE
XA
TE
TA
S
CONTROL PANEL TO INCLUDE:
-COLOR TOUCHSCREEN OPERATOR INTERFACE
4" PVC CONNECTION FOR TANK VENT,
VENT PIPE w/ RODENT SCREEN
-FILTER CONTROLS AND DISPLAY
-FLOW SENSOR DISPLAY AND TOTALIZERS
-PSI DISPLAY AND SET POINTS
-AUTO RE-ENABLING OF PUMP BASED UPON WATER AVAILABILITY
FINISHED GRADE ??? ELEV. (LANDSCAPE OR PAVING?)
-PUMP RUNNING STATUS & RUN-TIME HRS
12"
-LEVEL CONTROLS AND DISPLAY IN "INCHES" & "GALLONS"
-USER ABILITY TO ADJUST ALL SYSTEM PARAMETERS
FILL VALVE & FLOW SENSOR
??? BURY DEPTH
SEE DETAIL "B"
LIFTING LUGS
-VFD PRESSURE REGULATION FOR ENERGY EFFICIENCY
SUPPLY INLET PIPE ELEVATION TO
-BRANCH CIRCUIT PROTECTION
WATERTRONICS TO DETERMINE BURY DEPTH
WM
RPZ
DETAIL B
CONSULT FACTORY IF OVER 7 FT
-U.L. 508 LISTED CONTROL PANEL ASSEMBLY
-PROGRAMABLE PLC "programable logic controller"
-NON-FUSABLE MAIN DISCONNECT
-HOA (hand, off, auto) SWITCH FOR PUMP
-SERIAL MODBUS PLC CAPABILITY
DATE
LANDSCAPE ARCHITECT
CONTROL
BOX
HIGH VOLTAGE WIRE AND CONDUIT TO CONTROL
PANEL BY INSTALLATION CONTRACTOR
7
6
5
4
3
2
1
NO.
JQ ENGINEERING
DALLAS, TX 75201
(214) 752-9098
BAKERGROUP
(800) 968-4011
F
I&O
SYSTEM SHALL HAVE THE FOLLOWING ALARMS AT MINIMUM
-HIGH DISCHARGE PRESSURE
-LOW DISCHARGE PRESSURE
-VFD FAULT
-LOW LOW LEVEL SHUT DOWN (HARD FAULT)
-LOW LEVEL ALARM (SOFT FAULT)
FLAPPER STYLE CHECK VALVE
-FILTER ALARM
-PIPE FILL ALARM (SYSTEM CAN NOT PRESSURIZE)
-LOSS OF PHASE OR PHASE REVERSAL
-HIGH VOLTAGE
-LOW VOLTAGE
-CONTROL POWER ALARM
CIVIL
FOODSERVICE DESIGN
62"
SLAB
V
CONSULTANTS
4b TECHNOLOGY
HOUSTON, TX 77067
(832) 249-9379
BACK OF ENCLOSURE
CLEAN WATER
FROM FILTER
OVERFLOW
ALTERNATE IRRIGATION POINT OF CONNECTION;
REFER TO NOTE "A" (BID ALTERNATE #7)
4"
POWER
PENETRATION
APPROXIMATE TANK WEIGHT (DRY) = 5700 LBS.
PUMP SYSTEM WILL TOTALIZE ALL WATER PUMPED AND ALL CITY
MAKE UP WATER USED.
PUMP CONTROL PAD AND ENCLOSOURE, SEE
DETAILING AT RIGHT (BID ALTERNATE #7)
OUTER
DISCONNECT
G
2" MPT
GRAPEVINE, TX 76051
(972) 259-8500
STRUCTURAL ENGINEER
62"
SLAB
10"
CONTROL WIRES AND CONDUITS TO CONTROL PANEL BY INSTALLATION CONTRACTOR
SENSOR: 18 AWG (2) CONN. SHEILDED
VALVE: 14 AWG (2) CONN.
KSQ ARCHITECTS, PC
STUDY
COLLABORATE
DESIGN
TO
R
RECOMMENDED DISCONNECT: 30 AMP
POWER REQUIREMENTS: 460 V, 60 HZ, 3 PH, 15 FLA
EXHAUST FAN REQUIREMENTS: 240CFM
STATION COMPONENTS:
A 5 HP PUMP AND MOTOR
B LOW LEVEL FLOAT
C PUMP DISCHARGE PIPE
D PRESSURE TRANSDUCER w/ GAUGE
E PUMP FLOW SENSOR
F DISCHARGE ISOLATION VALVE
G BACK UP WATER FLOW SENSOR
H PAINTED STEEL ENCLOSURE (SANDSTONE)
I DEAD FRONT HIGH VOLTAGE DISCONNECT
J CHECK VALVE
K LEVEL TRANSDUCER
L QUICK DISCONNECT
M NEMA 4X REMOTE DISCONNECT
N NEMA 4X LOW VOLTAGE ELECTRICAL J-BOX
O DISCONNECT SWITCH
P PAINTED STEEL BASE (SANDSTONE)
Q HDPE SLED & FLOW INDUCER SLEEVE FOR MOTOR COOLING
R PRESSURE RELIEF VALVE
S 240CFM FAN, HOOD MOUNTED
T TANK FILL SOLENOID VALVE
U PUMP INTAKE SCREEN
V 20,000 GAL SKY HARVESTER STORAGE TANK
W 2" MPT INTAKE DROP PIPE
X 2" MPT DISCHARGE DROP PIPE
(979) 458-7000
S
PUMP STATION SPECIFICATIONS:
NAME: TAMU WATER RE-USE SYSTEM
STATION MODEL: SHSTV-1-20K-5-460-3-45-65
STATION TOTAL PERFORMANCE: 45 GPM @ 65 PSI
PUMP HORSEPOWER:
PUMP NO.1: 5 HP (3600 RPM)
SYSTEM
AND CONSTRUCTION
DRWN BY:
THIS DRAWING AND DESIGN, IS
THE PROPERTY OF WATERTRONICS
AND IS NOT TO BE REPRODUCED IN
WHOLE OR PART, NOR EMPLOYED
FOR ANY PURPOSE OTHER THAN
SPECIFICALLY PERMITTED IN
WRITING BY WATERTRONICS. THIS
DRAWING LOANED AND SUBJECT TO
RETURN ON DEMAND
CHK. BY: ___
DATE: __/__/__
---
TITLE: TAMU WATER RE-USE SYSTEM
,TEXAS
COLLEGE STATION,
TEXAS 77843
KEY PLAN
DATE: 03/02/16
DRAWING NO.
DRAW-NO:
REVISIONS
ISSUE:
ISSUE FOR BID
ISSUE DATE:
JULY 21, 2016
SHEET NAME:
IRRIGATION PLAN
ALTERNATE BID
SHEET NUMBER:
L3.01A
IRRIGATION MATERIAL LEGEND
1.
CONTRACTOR SHALL MAINTAIN EXISTING MAINLINES IN WORKING ORDER. COORDINATE ALL INTERRUPTIONS OF
OPERATION OF THE EXISTING IRRIGATION TO A MINIMUM. COORDINATE ALL INTERRUPTIONS WITH THE OWNER'S
REPRESENTATIVE.
B.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING
CONSTRUCTION AND IF DAMAGED, SHALL REPLACE WITH SAME MANUFACTURER AND MODEL.
C.
ANY EXISTING IRRIGATION CONTROL VALVES CONNECTED TO EXISTING CONTROLLER SHALL BE RECONNECTED TO
EXISTING CONTROLLER. CONFIRM PROPER CONTROLLER OPERATION AND INSTALLATION WITH OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK AND UPON COMPLETION OF WORK.
D.
E.
F.
CONTRACTOR SHALL CONFIRM THE EXISTING CONTROLLER MAKE AND MODEL AND SHALL CONFIRM THAT SAID
CONTROLLER HAS ADEQUATE OPEN STATIONS TO OPERATE ANY ADJUSTED AND ALL PROPOSED IRRIGATION
SYSTEM MODIFICATIONS. NOTIFY OWNER'S AUTHORIZED REPRESENTATIVE SHOULD ANY DISCREPANCIES BE
NOTED.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/MODIFICATION/REROUTING OF ALL ADJACENT IRRIGATION
SYSTEM EQUIPMENT THAT IS AFFECTED BY NEW CONSTRUCTION IMPROVEMENTS. CONTRACTOR SHALL REPAIR
SAID SYSTEMS TO A LIKE NEW MANNER, PROVIDING NO LESS THAN 100% OF HEAD RADIUS COVERAGE IN ALL AREAS
WITH SYSTEM LAYOUT AS APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE. CONTRACTOR SHALL CONFIRM
ALL AREAS REQUIRING MODIFICATION WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK
AND PRIOR TO COMMENCING WORK.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL AND DISPOSAL OF ALL EXISTING IRRIGATION
EQUIPMENT AFFECTED BY THE NEW CONSTRUCTION IMPROVEMENTS, IF NECESSARY. CONTRACTOR SHALL VERIFY
ALL EQUIPMENT TO BE REMOVED AND DISPOSED OF IN FIELD PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING
WORK.
3.
30
5 FT
1.00 IN./HR.
A
570Z-6P-PRX-COM 6" POP-UP TURF HEAD WITH 8Q/8T/8H/8F "O" NOZZLES
.17, .22, .33, .66
30
8 FT
1.00 IN./HR.
A
TORO
.23, .34, .51, 1.03
30
10 FT
1.00 IN./HR.
A
THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE
COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE
APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE
REPORTED TO THE OWNER'S REPRESENTATIVE.
TORO
.37, .49, .74, 1.48
30
12 FT
1.00 IN./HR.
A
TORO
.58, .77, 1.16, 2.31
30
15 FT
1.00 IN./HR.
A
TORO
570Z-6P-PRX-COM 6" POP-UP TURF HEAD WITH LCS/RCS/4X30SST NOZZLES
.33, .66
30
1.00 IN./HR.
THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING
WORK.
HUNTER
PGP-04-CV 4" POP-UP TURF ROTOR WITH MPR-25 NOZZLES (RED)
1.00, 1.38, 1.98, 3.82
45
4X15 FT
4X30 FT
25 FT
0.70 IN./HR.
A
HUNTER
PGP-04-CV 4" POP-UP TURF ROTOR WITH MPR-30 NOZZLES (GREEN
1.40, 1.85, 2.96, 5.78
45
30 FT
0.70 IN./HR.
A
HUNTER
PGP-04-CV 4" POP-UP TURF ROTOR WITH MPR-35 NOZZLES (BEIGE)
1.92, 2.46, 3.81, 7.58
45
35 FT
0.70 IN./HR.
A
TORO
570Z-6P-PRX-COM 6" POP-UP BUBBLER HEAD WITH A 2B-90-PC2 STREAM BUBBLER
NOZZLE, EACH SYMBOL REPRESENTS TWO (2) BUBBLERS PER TREE, PLACE BUBBLERS
AT EDGE OF ROOT BALL ON OPPOSITE SIDES OF TREE, TYPICAL. ADJUST BUBBLER
STREAMS TO WET THE ROOT BALL AND AMENDED SOIL WITHOUT HITTING THE TRUNK OF
THE TREE.
30
1.5 FT
N/A
A
A
4.
THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN
BEFORE BEGINNING WORK.
5.
THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO
BE INSTALLED WITHIN PLANTING AREAS.
6.
THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS
IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE
PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE
PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD
CHANGES DEEMED NECESSARY BY THE OWNER.
7.
INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE
TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION.
8.
ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS
TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE.
H.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PLACEMENT OF ALL SCH. 40 PVC SLEEVING UNDER PAVING, WALLS
AND CURBS AT NO LESS THAN 24" BELOW GRADE AND NO LESS THAN 2X DIAMETER OF IRRIGATION PIPE IN AREAS
WHERE PIPE CROSSING WILL OCCUR. WHEN PIPE SIZE IS NOT AVAILABLE USE 6" SLEEVING MATERIAL. CONFIRM
CROSSINGS WITH OWNER'S REPRESENTATIVE PRIOR TO PAVING AND HARDSCAPE CONSTRUCTION.
10. ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE
LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO
EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING
DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING.
EXISTING IRRIGATION IN THIS AREA SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL
VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO CAP OFF OR MODIFY THE EXITING
SYSTEM TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY.
11. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS
WHERE POSSIBLE. ALL QUICK COUPLER AND REMOTE CONTROL VALVES TO BE INSTALLED AS SHOWN ON THE
INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER AND REMOTE CONTROL VALVES WITHIN 18" OF HARDSCAPE.
CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING EXISTING BACKFLOW DEVICE AND TESTING FOR PROPER
OPERATION. SHOULD BACKFLOW DEVICE BE INOPERABLE OR NOT IN PLACE CONTRACTOR SHALL BE RESPONSIBLE
FOR REPAIR OR REPLACEMENT OF SAID BACKFLOW DEVICE. CONFIRM ANY DISCREPANCIES WITH OWNER'S
AUTHORIZED REPRESENTATIVE PRIOR TO BIDDING WORK AND PRIOR TO COMMENCING WORK.
NO SYMBOL
F
RAIN BIRD
RAIN BIRD
CONNECTION BETWEEN XFS DRIP TUBING AND PVC SUPPLY AND DISCHARGE HEADERS SHALL BE MADE USING XF DRIP LINE BARBED FITTINGS, SCH. 40
PVC THREADED FITTINGS, SCH. 80 NIPPLES AND FLEXIBLE NIPPLES. WHEN THE CONNECTION IS AT THE END RUN OF THE TUBING USE A 1/2" SCH. 40 PVC
(979) 458-7000
B
XFS-06-12 SUBSURFACE DRIP TUBING (COPPER EXTERIOR COLOR) WITH 0.60 GPH, PRESSURE COMPENSATING EMITTERS INTERNALLY INSTALLED IN THE
DRIP TUBING AT 12" O.C. SPACING. DRIP TUBING SHALL BE EQUIPPED WITH COPPER CHIP TECHNOLOGY TO PREVENT ROOT INTRUSION INTO THE
DRIP EMITTER. DRIP TUBING SHALL BE INSTALLED 2" BELOW FINISHED SOIL GRADE (NOT COUNTING MULCH) AND IN PARALLEL ROWS A MAXIMUM OF 16"
ON CENTER. THE PERIMETER ROW OF DRIP TUBING SHALL BE INSTALLED A MAXIMUM OF 4" FROM THE EDGE OF ANY HARDSCAPE OR TURF EDGE. ALL
SUBSEQUENT INTERIOR ROWS SHALL BE ADJUSTED TO PROVIDE AN EVEN SPACING ACROSS THE PLANTER WITHOUT EXCEEDING 16" MAXIMUM SPACING.
INSTALL 9" PVC COATED GALVANIZED TUBING STAKES A MAXIMUM OF FIVE (5) FEET ON CENTER ALONG THE LENGTH OF THE TUBING. TUBING STAKES
SHALL BE MODEL #GDTS140900 AS MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684. THE HATCH PATTERN SYMBOLS ON THE PLANS
REPRESENT THE APPROXIMATE DIRECTION AND SPACING OF THE DRIP TUBING ROWS, SEE ACTUAL SPACING REQUIREMENTS ABOVE AND IN DETAILS.
C
XF SERIES 17mm BARBED FITTINGS FOR ALL CONNECTIONS BETWEEN DRIP TUBING (TUBING-TO-TUBING ONLY). ALL BARBED DRIP TUBING FITTINGS
SHALL BE INSTALLED USING A FITINS-TOOL FOR PROPER INSERTION OF THE FITTING INTO THE TUBING. NO HEATING OF TUBING SHALL BE ALLOWED.
N/A
AS APPROVED
PVC SUPPLY AND DISCHARGE HEADERS SHALL BE PVC LATERAL LINE PIPE (AS SHOWN BELOW), 1 1/4" MINIMUM SIZE WITH SCH. 40 PVC FITTINGS.
B,C,J
NO SYMBOL
LASCO
1/2" SCH. 40 PVC BALL VALVE WITH THREADED ENDS AND A LASCO MHT-102 3/4" MHT X 1/2" FIPT ADAPTER WITH A LASCO FHT-301
HOSE THREAD CAP FOR USE AS A DRIP TUBING FLUSH VALVE. SEE PLANS FOR LOCATIONS. INSTALL INSIDE A 10" ROUND VALVE BOX
C,E
NO SYMBOL
RAIN BIRD
ARV050 AIR/VACUUM RELIEF VALVE INSTALLED WITH A XFD-TFA-075 BARB X 3/4" FIPT TEE FITTING AND A 3/4" X 1/2" PVC REDUCER BUSHING, INSTALL
AIR RELIEF ASSEMBLY AT THE HIGH POINT OF EACH PLANTER. INSTALL A MINIMUM OF ONE (1) ARV FOR EVERY 500 FEET OF DRIP TUBING IN ANY GIVEN
DRIP ZONE. USING AN AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO ALL DRIPLINE LATERALS WITHIN THE ELEVATED AREA. MULTIPLE ARV'S
SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS, VERIFY QUANTITY PRIOR TO STARTING WORK. INSTALL INSIDE A 6" ROUND VALVE BOX
C,F
SUPERIOR
3300 SERIES 1-1/2" NORMALLY OPEN MASTER CONTROL VALVE
P
WEATHERMATIC
SLFSI-T15 SERIES TEE TYPE FLOW SENSOR IN A 1-1/2" SCH. 40 TEE, WIRE TO SMARTLINK AIRCARD USING PE-39 COMMUNICATIONS CABLE PER
MANUFACTURER'S RECOMMENDATIONS
Q
NO SYMBOL
13. CONTRACTOR SHALL INSTALL ADDITIONAL CHECK VALVES TO HEADS AND LATERALS AS REQUIRED TO PREVENT
LOW HEAD DRAINAGE.
RAIN BIRD
KSQ ARCHITECTS, PC
STUDY
COLLABORATE
DESIGN
GRAPEVINE, TX 76051
(972) 259-8500
CONSULTANTS
CIVIL
JQ ENGINEERING
DALLAS, TX 75201
(214) 752-9098
LANDSCAPE ARCHITECT
AUSTIN, TX 78739
(512) 476-2090
STRUCTURAL ENGINEER
JQ ENGINEERING
FT. WORTH, TX 76102
(817) 546-7200
JOHN DEERE/
*SINGLE SOURCE RAIN-WATER AND CONDENSATE REUSE SYSTEM, COMPLETE WITH 20,000 GALLON TANK, FLOATS, SUBMERSIBLE PUMP (45 GPM
WATERTRONICS/ FLOW AT 65 PSI PRESSURE), DISCHARGE FILTER, ALARMS AND PUMP CONTROLS. PUMP START SHALL BE CONNECTED TO IRRIGATION CONTROLLER.
OR AS APPROVED
N/A
YARDNEY
SB-2, 2" FLANGED STEEL BASKET STRAINER WITH 80 MESH STAINLESS STEEL FILTER ELEMENT. INSTALL ON DOWNSTREAM SIDE OF RECYCLED
WATER POINT OF CONNECTION. INSTALL INSIDE A JUMBO RECTANGULAR VALVE BOX.
O
LASCO
SLO-CLOSE SCH. 80 PVC TRUE-UNION BALL VALVE WITH SOLVENT WELD CONNECTIONS, LINE SIZE
R,X
RAIN BIRD
3RC QUICK COUPLER VALVE WITH BRASS BALL VALVE INSTALLED UPSTREAM OF QUICK COUPLER WITHIN SAME VALVE BOX
G,X
RAIN BIRD
PEB-PRS-D (1", 1-1/2", 2") SERIES PRESSURE REGULATED, PLASTIC REMOTE CONTROL VALVE, SIZE AS SHOWN
H,X
RAIN BIRD
XCZ-100-PRB-COM (1") DRIP REMOTE CONTROL VALVE KIT, FOR DEMANDS LESS THAN 18 GPM
XCZ-150-PRB-COM (1.5") DRIP REMOTE CONTROL VALVE KIT, FOR DEMANDS GREATER THAN 18 GPM
SIZE DRIP CONTROL VALVE BOX TO ACCOMMODATE ALL DRIP VALVE EQUIPMENT AND ISOLATION VALVE
I,X
WEATHERMATIC
SMARTLINE SERIES IRRIGATION CONTROLLER, MODEL # SL1600 WITH SLM16DM 16-ZONE DECODER MODULE FOR 2-WIRE CONVERSION. INSTALL WITHIN
SLPED-ENC STAINLESS STEEL PEDESTAL ENCLOSURE. PROVIDE SLAIR-GSM/FLOW TO CONNECT CONTROLLER TO SITE SMARTLINK NETWORK
S
NO SYMBOL
PAIGE ELECTRIC
THE CONTROLLER SHALL BE GROUNDED USING A #182000 5/8" X 8 FOOT COPPER CLAD GROUND ROD, A #182005 CAST BRONZE ROD CLAMP AND
THE REQUIRED LENGTH OF #6AWG BARE, SINGLE STRAND COPPER GROUND WIRE. INSTALL INSIDE A 10" ROUND VALVE BOX.
T
NO SYMBOL
WEATHERMATIC
EACH MASTER VALVE, REMOTE CONTROL VALVE AND DRIP REMOTE CONTROL VALVE INSTALLED AS PART OF PROPOSED CONTROLLER "A" SHALL BE
INSTALLED WITH A SLDEC1 SINGLE STATION 2-WIRE DECODER. MULTIPLE STATION DECODERS MAY BE USED ON GROUPS OF REMOTE AND DRIP REMOTE
CONTROL VALVE AT THE DISCRETION OF THE CONTRACTOR. VALVES SHARING MULTIPLE STATION DECODERS SHALL NOT BE MORE THAN 25 FEET APART.
SLGDT LINE SURGE PROTECTION DEVICES SHALL BE INSTALLED ALONG THE 2-WIRE PATH AT AN ON CENTER SPACING NOT TO EXCEED 500 FEET. INSTALL
THE SLGDT DEVICE AND GROUND ROD IN A STANDARD RECTANGULAR VALVE BOX. INSTALL ONE SLGDT DEVICE WITHIN 10 FEET OF THE IRRIGATION
CONTROLLER ASSEMBLY.
T,U,V,W
WEATHERMATIC
SLW5 WEATHER STATION, WEATHER STATION SHALL BE INSTALLED A MINIMUM OF 10' ABOVE GRADE IN AN UNOBSTRUCTED LOCATION WITHIN 1000 FOOT
LINE OF SIGHT OF CONTROLLER, WIRE TO CONTROLLER PER MANUFACTURER'S RECOMMENDATION
N/A
N/A
120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FIELD
N/A
AS APPROVED
PVC PIPE 3/4" - 2" CL. 200 SOLVENT WELD WITH BELL ENDS AS LATERAL LINES 18" BELOW GRADE
J
EDWARD J. KOCHANEK
AS APPROVED
PVC PIPE 2-1/2 SCH. 40 SOLVENT WELD WITH BELL ENDS AS MAINLINES 24" BELOW GRADE
J,K
LI
14. THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND
RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. SWEENEY AND ASSOCIATES RECOMMENDS
MEASURING FOR PROPER GROUND AT LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY
WITH MANUFACTURER SPECIFICATIONS.
.21 (.42 TOTAL)
SYSTEM
AND CONSTRUCTION
BARB X 1/2" MIPT ADAPTER FITTING. WHEN THE CONNECTION IS IN THE MIDDLE OF THE TUBING RUN USE A 1/2" SCH. 40 PVC THREADED TEE FITTING, A
1/2" X LENGTH AS REQUIRED SCH. 80 PVC THREADED NIPPLE, A 1/2" X 6" MIPT X FIPT FLEXIBLE NIPPLE, AND TWO (2) XFF-MA-050 17mm BARB X 1/2" MIPT
ADAPTERS. ALL END RUNS OF TUBING SHALL BE CONNECTED WITH A PVC DISCHARGE HEADER. FLEXIBLE NIPPLES SHALL BE MODEL #GFN050600 AS
MANUFACTURED BY GPH IRRIGATION PRODUCTS (866) 582-9684.
CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO
THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE. LABEL SPARE WIRES AT BOTH ENDS.
12. ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE
TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES,
BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE
COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE
REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS.
GPM
WATER
MEP ENGINEER
PURDY-MCGUIRE
DALLAS, TX 75248
(972) 239-5357
IT/AV
4b TECHNOLOGY
HOUSTON, TX 77067
(832) 249-9379
FOODSERVICE DESIGN
BAKERGROUP
(800) 968-4011
LASCO
ALL FITTINGS USED WITH SOLVENT WELD LATERAL LINE AND MAINLINE PIPE SHALL BE SCH. 80 PVC, WHITE IN COLOR, AND SIZED
TO MATCH THE LATERAL LINE OR MAINLINE PIPE PIPE. ALL THREADED PVC NIPPLES SHALL BE SCH. 40 PVC PIPE WITH MOLDED THREADS.
NO SYMBOL
CHRISTY'S
ALL SOLVENT WELD CONNECTIONS FOR BOTH MAINLINE AND LATERAL LINE SHALL BE MADE USING THE TWO-STEP PROCESS OF PRIMER
AND SOLVENT CEMENT. PRIMER SHALL BE LOW VOC "PURPLE PRIMER". MAINLINE SOLVENT CEMENT SHALL BE LOW VOC, "GRAY-HEAVY
BODY" CEMENT. LATERAL LINE SOLVENT CEMENT SHALL BE LOW VOC, "RED HOT BLUE GLUE" CEMENT. USE DAUBERS SIZED AT LEAST
ONE HALF THE SIZE OF THE LARGEST SIZE PIPE BEING JOINED.
N/A
PVC PIPE AS SLEEVING, SIZES AS SHOWN ON SLEEVING PLAN (MINIMUM SIZE IS 4"). PLACE BELOW ALL PAVING,
HARDSCAPE ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. SLEEVES SHALL EXTEND 24" BEYOND EDGE OF
PAVED SURFACE. CONTRACTOR SHALL MARK SLEEVE LOCATION WITH 3/8" x 3" BRASS OR STAINLESS STEEL STOVE BOLT PER
TAMU FACILITY DESIGN GUIDELINES.
SLEEVING BENEATH PEDESTRIAN PAVEMENT SHALL BE CL. 200 PVC SOLVENT WELD
SLEEVING BENEATH DRIVES AND STREETS SHALL BE SCH. 40 PVC SOLVENT WELD
J,L,M
AS APPROVED
SECTION VIEW - N.T.S.
V
MULTIPLE STATION DECODER
PLAN VIEW - N.T.S.
W
STATION DECODER AND GROUNDING
G.P.M.
APPROXIMATE AREA SERVED BY DRIP
TUBING (IN DRIP ZONES ONLY)
VALVE SIZE
N
SE
D
I RR
IG
A
21 JULY 2016
WEST CAMPUS SUPPORT
BUILDING #02-3177
COLLEGE STATION,
TEXAS 77843
NO SYMBOL
WEATHERMATIC
SLWIRE (2 - #14 CONDUCTORS) TWO-WIRE PATH TO BE INSTALLED BETWEEN THE CONTROLLER AND THE MASTER VALVE AND REMOTE CONTROL
VALVES. TWO-WIRE PATH SHALL FOLLOW THE MAINLINE AND BE IN A 1 1/4" CONDUIT.
J,L,N
NO SYMBOL
3M
DBR/Y-6 DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS (U.L. APPROVED)
N
NO SYMBOL
K.B.I.
KSC-XXX-S SWING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV WHEN RCV IS LOWER THAN THE SPRINKLERS
INSTALL WITHIN SPRINKER/DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD/EMITTER DRAINAGE.
N/A
NO SYMBOL
K.B.I.
KC-XXX-S SPRING CHECK VALVE, LINE SIZE, 1 DOWNSTREAM OF EACH RCV IMMEDIATELY ABOVE FIRST LATERAL LINE TEE WHEN RCV
IS HIGHER THAN THE SPRINKLERS, INSTALL WITHIN SPRINKER/DRIP ZONES AS REQUIRED TO PREVENT LOW HEAD/EMITTER DRAINAGE.
N/A
NO SYMBOL
CARSON
VALVE BOXES, SIZE PER EQUIPMENT LEGEND, WITH T-COVER LIDS AND CAPTIVE BOLT AND LOC-KIT. FOR ROUND FLUSH VALES
AND AIR RELIEF VALVES USE MODEL 708, 10" ROUND SHALL BE MODEL 910, 12" STANDARD RECTANGULAR. SHALL BE MODEL 1419, 12"
JUMBO RECT. SHALL BE MODEL 1220, SUPER JUMBO SHALL BE MODEL 1324, AND SUPER JUMBO XL SHALL BE MODEL 1730.
VALVE BOXES SHALL HAVE GREEN HDPE BODY AND GREEN LIDS IN TURF, GREEN LIDS IN SHRUB BEDS, AND TAN LIDS IN ROCK
MULCH. FOR USE IN NON-VEHICULAR TRAFFIC SITUATIONS ONLY. DO NOT INSTALL IN CONCRETE OR ASPHALT.
N/A
VALVE NUMBER
C
NO SYMBOL
N/A
E
OF TE
XA
TE
TA
S
S
K.
TORO
.07, .13
9.
CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN WORKING WITHIN THE DRIPLINE OF EXISTING TREES. NO
MECHANICAL TRENCHING WITHIN THE DRIPLINE OF THE EXISTING TREE WILL BE ALLOWED. CONTRACTOR SHALL
REFER TO ARBORIST REPORT FOR ADDITIONAL PRECAUTIONS REQUIRED FOR THE EXISTING TREES. VERIFY ALL
LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE.
570Z-6P-PRX-COM 6" POP-UP TURF HEAD WITH 5Q/FH "O" NOZZLES
DETAIL
CONTRACTOR SHALL FIELD VERIFY DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO BIDDING WORK AND
AGAIN PRIOR TO COMMENCING WORK. VERIFICATION SHALL BE DOCUMENTED AND DELIVERED TO OWNER'S
REPRESENTATIVE.
J.
TORO
PREC. RATE
G.
I.
MODEL NO. / DESCRIPTION
RADIUS
H
ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF
THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR
PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.
2.
MANUFACT.
PSI
Q
TO
R
EXISTING IRRIGATION NOTES
A.
SYMBOL
IRRIGATION NOTES
KEY PLAN
REVISIONS
ISSUE:
ISSUE FOR BID
ISSUE DATE:
JULY 21, 2016
SHEET NAME:
PLAN VIEW - N.T.S.
X
VALVE BOX PLACEMENT
IRRIGATION LEGEND
AND NOTES
SHEET NUMBER:
L3.10
FINISHED GRADE IN TURF AREAS
SYSTEM
AND CONSTRUCTION
(979) 458-7000
KSQ ARCHITECTS, PC
STUDY
COLLABORATE
DESIGN
GRAPEVINE, TX 76051
(972) 259-8500
CONSULTANTS
CIVIL
A
POP-UP SPRINKLER
JQ ENGINEERING
DALLAS, TX 75201
(214) 752-9098
B
DRIPLINE CONNECTION TO PVC LATERAL
C
DRIPLINE LAYOUT
LANDSCAPE ARCHITECT
AUSTIN, TX 78739
(512) 476-2090
STRUCTURAL ENGINEER
JQ ENGINEERING
FT. WORTH, TX 76102
(817) 546-7200
MEP ENGINEER
PURDY-MCGUIRE
DALLAS, TX 75248
(972) 239-5357
IT/AV
4b TECHNOLOGY
HOUSTON, TX 77067
(832) 249-9379
1"
2" MIN.
FOODSERVICE DESIGN
OF TE
XA
TE
TA
S
S
BAKERGROUP
(800) 968-4011
LI
C
E
N
TO
R
EDWARD J. KOCHANEK
SE
D
I RR
IG
A
21 JULY 2016
D
DRIPLINE LAYOUT
E
DRIP FLUSH VALVE
F
DRIP AIR RELIEF VALVE
G
QUICK COUPLER VALVE
WEST CAMPUS SUPPORT
BUILDING #02-3177
COLLEGE STATION,
TEXAS 77843
KEY PLAN
A
REVISIONS
FLOW
C
FLOW
C
C
C
C
ISSUE:
ISSUE FOR BID
ISSUE DATE:
JULY 21, 2016
SHEET NAME:
IRRIGATION DETAILS
SHEET NUMBER:
H
REMOTE CONTROL VALVE
I
DRIP RCV ASSEMBLY
J
PIPE UNDER SOFTSCAPE
L3.11
LOW VOLTAGE WIRES, 3 MAXIMUM
WIRES PASS THROUGH GROOVES IN
TUBE LID TO ALLOW LID TO CLOSE
CLOSE TUBE LID AFTER WIRE
IS INSERTED INTO TUBE
NOTE:
SLEEVES TO EXTEND AT LEAST 24" PAST THE EDGE OF THE PAVING.
POLY TUBE PRE-FILLED WITH
WATERPROOF GEL
C
LOCK TABS PREVENT WIRE REMOVAL
ONCE CONNECTOR IS INSERTED
B
A
D
DIMENSION
1/2" TO 6" IN SIZE
D
SCOTCHLOK ELECTRICAL SPRING
CONNECTOR. WIRES SHALL BE
PRE-STRIPPED OF 1/2" OF THE
INSULATION PRIOR TO INSERTION
INTO THE CONNECTIOR. TWIST
CONNECTOR ONTO WIRES TO
SEAT FIRMLY.
D
SYSTEM
AND CONSTRUCTION
(979) 458-7000
SCOTCHLOK CONNECTOR AND WIRES
INSERTED INTO TUBE UNTIL THE
CONNECTOR PASSES LOCK TABS
D
A
B
C
D
NOTE:
WIRE CONNECTOR SHALL BE A 3M DBR/Y-6 DIRECT BURY SPLICE KIT (U.L. APPROVED).
36"
24"
24"
4"
KIT SHALL INCLUDE A SCOTCHLOK Y SPRING CONNECTOR, A POLYPROPYLENE TUBE AND A
WATERPROOF SEALING GEL. TUBE SHALL BE SUPPLIED PREFILLED WITH GEL.
DIRECT BURY SPLICE KIT SHALL BE USED TO ELECTRICALLY CONNECT 2 - 3 #14 OR
2 #12 PRE-STRIPPED COPPER WIRES. LARGER WIRES OR GREATER QUANTITIES OF
WIRES SHALL REQUIRE A LARGER APPROVED WIRE CONNECTION.
KSQ ARCHITECTS, PC
STUDY
COLLABORATE
DESIGN
GRAPEVINE, TX 76051
(972) 259-8500
CONSULTANTS
CIVIL
PLAN VIEW - N.T.S.
K
MAINLINE THRUST BLOCKS
L
PIPE UNDER HARDSCAPE
M
SLEEVE IDENTIFIER
N
WIRE CONNECTORS
JQ ENGINEERING
DALLAS, TX 75201
(214) 752-9098
LANDSCAPE ARCHITECT
AUSTIN, TX 78739
(512) 476-2090
STRUCTURAL ENGINEER
JQ ENGINEERING
FT. WORTH, TX 76102
(817) 546-7200
MEP ENGINEER
PURDY-MCGUIRE
DALLAS, TX 75248
(972) 239-5357
IT/AV
4b TECHNOLOGY
HOUSTON, TX 77067
(832) 249-9379
FOODSERVICE DESIGN
OF TE
XA
TE
TA
S
S
BAKERGROUP
(800) 968-4011
LI
C
E
N
TO
R
EDWARD J. KOCHANEK
SE
D
I RR
IG
A
21 JULY 2016
O
BASKET STRAINER
P
MASTER CONTROL VALVE
Q
FLOW SENSOR
R
BALL VALVE
WEST CAMPUS SUPPORT
BUILDING #02-3177
COLLEGE STATION,
TEXAS 77843
KEY PLAN
REVISIONS
ISSUE:
ISSUE FOR BID
ISSUE DATE:
JULY 21, 2016
SHEET NAME:
IRRIGATION DETAILS
SHEET NUMBER:
S
CONTROLLER ASSEMBLY
T
GROUND ROD INSTALLATION
U
SINGLE STATION DECODER
L3.12

A B C D E

Transcription

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