36C10F20R0017-039.pdf
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- Solicitation number
- 36C10F20R0017
About this file
This pre-solicitation notice announces an upcoming design-build construction project solicitation for the Phase 2 expansion of Cape Canaveral National Cemetery. The Department of Veterans Affairs intends to develop approximately 30 acres to provide over 32,000 additional gravesites, including 7,400 pre-placed crypt full casket gravesites, 300 oversized crypt gravesites, 12,300 pre-placed urn crypts, and 12,200 columbarium niches. The project scope also includes access roads, parking, grading, drainage, landscaping, signage, site furnishings, irrigation of new burial sections, protected habitat preservation and wetlands mitigation, and GIS integration. The estimated contract value is between $20-50 million under NAICS 237990. The solicitation will be set aside 100% for Service-Disabled Veteran Owned Small Businesses and issued in March 2020, with an approximate project duration of 1,100 calendar days. Proposals may include a Project Labor Agreement but no preference will be given to those that do. Interested offerors should monitor the beta.SAM.gov website for the RFP and amendments.
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APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
934CM2003
CAPE CANAVERAL
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Commissioning:
CTS, LLC
Kris Linster
(904) 588-3057
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying & Hydraulics:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jay Casper
(720) 545-5807
PHASE TWO DEVELOPMENT
Landscape Architect:
Foster Conant Matt Allen
(407) 648-2225
10-25-2019
OF 145
BID DOCUMENTS
LI100
CCT JDL
MIMS, FLORIDA
MEP:
Spur Design Ben Noe
(913) 369-7264
Ce rti f ie d Irrigation Designer
I R R
I G AT I ON A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
10/25/2019
IRRIGATION SYSTEM DESIGN APPROACH
GENERAL NOTES
FLAG NOTES
LEGEND
IR
A
Q
W
5-123
1"
2.5
1.5
2.5
1.5
D
A
C
.5
G
IRRIGATION NOTES
AND LEGEND 121
mailto:dsalvador@aquaengr.com
IR
IR
1.25"
1.25"
1.5"
1.25"
2"
1.5"
1.25"
2"
1.5"
1.25"
2"
1.5"
1.25"
2"
1.5"
1.25"
1.5"
1.25"
4"
6"
1.5"
1.25"
3" 2.5"
2"
1.5"
1.5"
1.25"
1.25"
3"
3"
2.5"
1.25"
3"
3"
2.5"
2"
1.5"
1.25" 3"
2.5"
2"
1.5"
1.5"
1.25"
1.25"
2"
1.25"
1.25" 2.5"
2" 2"
1.25"
1.5"
1.25"
1.25"
2" 2"
1.25"
1.25"
1.25"
1.25"
1.25"
12"
4"
4"
D
Q
Q
I
II
WM
I
I I
II
II
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
I 6''
I 6''
I 6''
I 6''
I 12''
I 4
I 4
I 4''
I 4''
I 4''
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
W
2'
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
ST
POND 5
4.75 AC
VALIANT BLVD.
WARRIOR AVE.
5-10
5-19 5-18
5-22
5-27
5-24
5-37
5-53
4-89
DEMOLITION BOUNDARY:
CUT AND CAP LATERAL
PIPE PRIOR TO ROAD
REALIGNMENT, INSTALL
NEW LATERAL PIPE AND
SPRINKLERS AS SHOWN.
5-14 5-15
5-16
5-17
5-11
5-12 5-13
5-20
5-21
5-23
5-25
5-26
5-28
5-29
5-30
5-38
5-39 5-44
5-43
5-42
5-41
5-40
5-45
5-46
5-47
5-48
5-49
5-56
5-55
5-54
5-50
5-52
5-51
5-72 5-71
5-89
5-95
5-94
4-60 4-67
4-74
4-81
4-88
4-61
4-71
4-70
4-69
4-68
4-75
4-76
4-77
4-78
4-84
4-83
4-82
4-90
4-91
4-92
4-93
4-99
4-98
4-97
4-103
4-104
4-109
4-96
4-102
4-108
4-114
4-118
A
A
A
A
A
A
A
A
A
A
A A
A A
A A
A A
A A
A A
A A
A
A A
A A
A A
A
A A
A A
A A
A A
A
15 CFM TOTAL AIR FLOW, AQUA
MASTER AQUAAIR ULTRA6 HIGH FLOW
AERATION SYSTEM IS THE BASIS OF
DESIGN.
4"
6"
4"
4"
4"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3" 3"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
3"
3"
3"
3"
3"
2"
2"
2"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3" 3"
3"
3"
3"
3" 3"
3"
3"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
4"
4"
4"
3"
3"
2.5"
2.5"
2"
2"
1.25"
1.25"
3"
1.5"
2" 2" 1.5"
1.5"
1.25"
1.25"
3"
3"
2.5"
2.5"
2"
2"
1.25"
2.5"
2.5"
1.25"
2"
1.5"
1.5"
1.25"
3"
3"
2.5"
2.5"
2"
1.5"
1.25"
1.5"
1.5"
1.25"
1.25"
1.5"
1.5"
1.25"
1.25"
1.25"
1.25"
1.5"
1.5"
1.25"
1.25"
4"
4"
4"
2"
2"
1.5"
1.25"
1.5"
1.25"
2.5"
2.5"
2"
2"
1.5"
1.5" 1.25"
1.25"
2.5"
2.5"
1.25"
2"
1.5"
1.25"
2.5"
2.5"
2" 2"
1.25"
3"
1.5"
1.25"
2.5"
2.5"
2"
1.5"
1.5"
1.25"
1.25"
10"
10"
10"
4"
4"
4"
4"
2"
2"
2"
2"
2"
2"
2"
2"
2" 2"
2"
12 12
.5
.5
.5
.5
.5
.5.5 .5
.5
.5
.5
.5
.5
.5
.5
.5 .5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5 .5
.5
.5 .5
.5
.5
.5
.5
.5
.5 .5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5 .5
.5 .5
.5
.5
.5 .5
.5
.5
.5
.5 .5
.5
.5 .5
.5 .5
.5 .5
.5
.5 .5
.5 .5
.5 .5
.5
.5
.5.5
.5 .5
.5
.5
.5
.5
.5.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5 .5
.5
.5 .5
.5
.5
.5 .5
.5
.5
.5
.5
.5
.5 .5
.5
.5 .5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
5-2
2"
5-1
1.5"
5-7
1.5"
5-5
1.5"
5-4
2"
5-9
2"
5-32
2"
5-31
1"
5-63
1"
5-60
1"
5-61
1"
5-62
1"
5-57
2"
5-58
1"
5-59
2"
5-34
2"
5-35
2"
5-36
2"
5-66
2"
5-65
2"
5-64
2"
5-3
1"
.5.5
.5
.5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5
.5 .5 .5.5 .5 .5.5 .5 .5 .5 .5 .5 .5 .5.5 .5
Q
Q
Q
Q
Q
A
A
A
A
A
A
5-8
2"
.5
.5
.5
.5 C
Q
5-33
1.5"
Q
Q
Q
1.5"
1.5"
1.25"
1.25"
3"
2.5"
1.5"
1.25"
2.5"
1.5" 1.25"
1.25"
1.5" 1.25"
1.25"
2" 2"
1.5"
1.25"
1.25"
5-6
1.5"
2"
2"
1.5"
1.25" 2.5"
2.5" 2" 1.5" 1.5"
1.25"
2"
2"
1.5"
1.5" 1.25"
1.25"
1.5"
2"
2"
1.5" 1.25" 1.25"
1.25"
1.25"
Q
3" 1.25"
1.25"
2.5" 2.5"
2"
1.5" 1.25" 1.25"
3"
1.25"
1.25"
3"
2.5"
2.5"
2"
1.5"
1.25"
INSTALL MAINLINE, FLOWER WATER STATION PIPE,
CONTROL WIRE AND VALVES INDICATED FOR
ALTERNATE A BND B IF ONLY ALTERNATE
ALTERNATE C IS ACCEPTED. STUB OUT CONTROL
WIRES FROM CONTROLLER 5 AT BOUNDARY
BETWEEN ALTERNATE C AND D.
ALTERNATE B
BOUNDARY
ALTERNATE C
BOUNDARY
INSTALL MAINLINE, FLOWER WATER STATION PIPE,
CONTROL WIRE AND VALVES INDICATED FOR
ALTERNATE E IF ALTERNATES D IS NOT ACCEPTED
ALTERNATE B
BOUNDARY
ALTERNATE D
BOUNDARY
ALTERNATE F
BOUNDARY
ALTERNATE E
BOUNDARY
ALTERNATE D
BOUNDARY
ALTERNATE C
BOUNDARY
ALTERNATE B
BOUNDARY
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
934CM2003
CAPE CANAVERAL
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Commissioning:
CTS, LLC
Kris Linster
(904) 588-3057
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying & Hydraulics:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jay Casper
(720) 545-5807
PHASE TWO DEVELOPMENT
Landscape Architect:
Foster Conant Matt Allen
(407) 648-2225
10-25-2019
OF 145
BID DOCUMENTS
LI101
CCT JDL
MIMS, FLORIDA
MEP:
Spur Design Ben Noe
(913) 369-7264
Ce rti f ie d Irrigation Designer
I R R
I G AT I ON A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
10/25/2019
IRRIGATION PLAN
NORTH
VICINITY MAP
NTS
POND 6
POND 5
V A
L I
A N
T
B L
V D
V A
L I A
N T
B L
V D
E A
S T
POND 4
D
IX
IE
W
A Y
WA R R I OR A V E .
VA L
I A
N T
B L
V D
1-800-432-4770
NORTH
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
MATCHLINE SEE SHEET LI103
IR
IR
IR
IR
IR
IR
IR
IR
IR
12"
8"
8"
8"
12"
12"
12"
3"
2"
1.5"
1.5"
1.25"
1.25"
3"
1.5"
2"
1.25"
1.5"
1.25"
1.25"
1.25"
1.25"
1.5" 1.5"
1.25"1.25"
1.25"
2.5"
2"
1.5"
1.25"
1.25"
2"
2"
1.5"
1.25"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
3"
3" 2"
1.5" 1.5"
1.25"
1.25"
6"
6"
6" 6"
2"
1.5"
1.25"
2.5"
1.5"
1.5"
1.25"
1.25" 3"
2"
2"
1.5"
1.5"
1.25"
1.25"
3" 2.5" 2"
1.5"
1.5"
1.25"
1.25"
3"
2"
2"
1.5"
1.5"
1.25"
1.25"
2.5"
2" 1.5"1.25" 1.25" 3"
2.5" 2"
1.5"
1.5"
1.25"
1.25"
1.5"
1.25"
3"
2.5" 1.25" 2"
1.25"
1.25"
1.25"
1.25"
1.5" 1.25"
6"
4"
10"
6" 6"
6"
8"
8"
6"
8"
2.5" 2.5"
3"
2"
1.5"
1.5"
3" 2.5"
2"
1.5"
2"
2.5"
2.5"
2"
1.5"
1.25"
1.25"
18 18
181818
181818
18 18
18 18 18
18 18
18 18
Q
Q
Q
F
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.51.5 1.5
1.5 1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
18 18 18
18 18
F
1.5
1.5
1.5
1.5
1.51.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5 1.5
1.5 1.5
D
D
D
D
D
D
Q
Q
Q
I
II
I I I
I
I
II
II
I
II
I
I
X X
X X
X X
X X X X X X X X X X
X
X X
X X
X X
X X
X X
X X X X X X X X X X X X
X X
X X
X X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
I 6''
I 6''
I 6'' I 6'' I 6'' I 6''
I 6'' I 6''
I 6''
I 6'' I 6''
I 6'' I 6''
I 6'' I 6''
I 6'' I 6'' I 6'' I 6''
I 12''
I 12''
I 1 2'
I 1 2'
I
I
I
ICL
IC
L
IC
L
ICL
IC
L
IC
L
I 6'
I 8''
I 8''
I 8''
I 8''
I 8''
I 8''
I 8''
I 8
I 8
I 4''
I 4''
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
X X
X X
X X
X X
X X
X
BE
BE
BE
BE BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE BE BE BE
BE
BE
BE
BE
BE
BE
BE
BEW 12''
W 12''
W 12'' W 12'' W 12''
W 12''
W 12'' W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12'' W 12''
W 12'' W 12'' W 12'' W 12''
ST
BE
BE
BE
BE
BE
W 12''
W 12''
W
W
2''
W
2''
POND 6
6.33 AC
DIXIE WAY
VALIANT BLVD. EAST
WARRIOR AVE.
WARRIOR AVE.
RELOCATE EXISTING
MAINLINE IN THIS LOCATION
5-67
5-74
5-73
4-21
4-22
4-24
4-59
IRRIGATION CONTROLLER
SEE SHEET ES102
5-685-695-70
5-72 5-71
5-755-765-77
5-83
5-78
5-84
5-90
5-96
5-79
5-80
5-81
5-82
5-85
5-86
5-87
5-88 5-89
5-95
5-94
5-93
5-92
5-91
5-97
5-98
5-99
5-100
4-23
4-23
4-26
4-27
4-28
4-294-34
4-33
4-32
4-31
4-25 4-30
4-37
4-38
4-39
4-40
4-41
4-484-55
4-474-54
4-53
4-46
4-52
4-45
4-44
4-514-58 4-60
4-67
4-61
4-62
4-63
4-64 4-71
4-70
4-69
4-68
4-77
4-84
RELOCATE EXISTING
MAINLINE, FLOW SENSOR,
DECODER, AND VALVES
AS SHOWN
20 CFM TOTAL AIR FLOW, AQUA
MASTER AQUAAIR ULTRA9 HIGH FLOW
AERATION SYSTEM IS THE BASIS OF
DESIGN.
A
A
A
A
A A
A A
A A
A A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A A A A A A A A A A A A A A A A A
PICK UP 2-WIRE CABLE
8"
8"
8"
6" 6"
6"
6" 6"
6"6"
6"
8"
8"
8"
3"
3"
3"
3" 3"
3"
3"
3"
3" 3"
3"
2"
2"
2"
2" 2"
2"
2"
2"
3"
3"
3"
3"
3" 3"
3"
3"
3" 3"
3"
3"
3"
3"
3"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
3"
3"
3"
3"
3" 3"
3" 3" 3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2" 2" 2"
2"
2"
2"
2"
2"
6"
2"
2"
2"
2"
1"
1" 1"
2"
2"
2" 2"
2"
2"
6"
4"
4"
4"
3"
2.5"
3"
1.25"
1.25"
3"
3"
2.5"
2.5"
2"
2"
1.25"
1.25"
3"
3"
2.5"
2.5"
2" 1.5"
3"
3"
2.5"
1.5"
1.25"
2"
2"
1.25"
3"
2.5"2" 2"
1.5" 1.5"
1.25"
1.25"
1.5" 1.25"
3"
1.5"
2.5" 2"
1.5"1.25"
1.25"
1.25"
2"
1.5"
2"
1.5"
1.25"
1.5"
1.5" 1.25"
1.25"
1.25"
3"
3"
2.5" 2" 2"
1.5"
1.25"
1.5" 1.25"
2.5"
1.25"
2" 2"
1.5" 1.25"
1.25"
3"
2.5"
2.5"
1.5"
1.25"
2"
2"
1.5"
1.25"
2.5" 1.25"2"
1.5"
1.5"
1.25"
3" 3" 2.5"
2.5"
2"
2"
1.25"
1.25"
3"
3"
2.5"
2.5"
2"
1.5"
3"
3"
2.5" 2.5"
2" 1.5"
1.25"
2"
3"
2"
2"
2"
1.5" 1.5"
1.25"
1.25"
2"
1.5"
1.25"
1.25"
1.5" 1.25"
1.25"
1.5"
1.25"
1.25"
2"
1.25" 1.25"
1.25"
1.25"
1.5" 1.25"
1.25"
3"
3"
2.5"
2.5"
2"
2"
1.25"
6"4" 12"
2"
4"
4"
4"
6"
4"
36 36
36 48
363636
121212
.5 .5
.5
.5
.5
.5 .5 .5 .5 .5
.5
.5
.5 .5
.5
.5
.5
.5.5
.5.5
.5
.5
.5
.5
.5 .5
.5
.5
.5
.5
.5
.5 .5
.5 .5
.5 .5
.5 .5 .5
.5
.5 .5
.5
.5 .5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5 .5
.5 .5
.5
.5
.5
.5 .5
.5 .5
.5.5 .5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5 .5
.5
.5 .5
.5 .5
.5 .5
.5
.5.5
.5.5.5
.5
.5
.5
.5
.5 .5
5-66
2"
5-65
2"
5-64
2"
5-114
2" 5-113
2"5-112
2" 5-111
2"5-110
2"
5-101
1"
5-102
1"
5-103
2"
5-104
2"
5-106
2"
5-105
2"
5-107
2"
5-108
2"
5-109
2"
.5
.5 .5
.5
.5
.5
.5
.5
.5
.5
.5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5
.5 .5
.5
.5
.5
.5
.5
.5
.5
.5 .5
.5
.5
.5 .5
.5.5
.5
.5
.5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5
.5
.5
.5
.5
.5
.5
.5
Q
Q
A A
A
A
A
A
A
A
A
FQD
FD Q
12 12
C
2.5" 2.5"2"
1.25" 1.5"1.5"
1.25"
2"1.5"
1.25"
1.25"
1.5" 1.25"
4-163
2"
6"
INSTALL MAINLINE, FLOWER
WATER STATION PIPE AND
VALVES AS PART OF BASE BID.
INSTALL MAINLINE CONTROL WIRE AND VALVES
INDICATED FOR ALTERNATE A
BASE BID BOUNDARY
ALTERNATE A
BOUNDARY
BASE BID BOUNDARY
ALTERNATE B
BOUNDARY
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
934CM2003
CAPE CANAVERAL
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Commissioning:
CTS, LLC
Kris Linster
(904) 588-3057
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying & Hydraulics:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jay Casper
(720) 545-5807
PHASE TWO DEVELOPMENT
Landscape Architect:
Foster Conant Matt Allen
(407) 648-2225
10-25-2019
OF 145
BID DOCUMENTS
LI102
CCT JDL
MIMS, FLORIDA
MEP:
Spur Design Ben Noe
(913) 369-7264
Ce rti f ie d Irrigation Designer
I R R
I G AT I ON A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
10/25/2019
IRRIGATION PLAN
NORTH
VICINITY MAP
NTS
POND 6
POND 5
V A
L I
A
V D
V A
L I A
N T
B L
V
S T
POND 4
D
IX
IE
W
A Y
WA R R I OR A V E .
VA L
I A
N T
B L
V D
1-800-432-4770
NORTH
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
MATCHLINE SEE SHEET LI104
SPRINKLERS SHOWN AROUND THE POND
6OUTSIDE CIVIL BOUNDARY ARE INCLUDED IN
BASE BID.
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
4"
4"
12"
10"
3"
3"
3"
6"
3" 1.5"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
1.5"
1.25"
2.5"
1.5"
1.5"
1.25"
1.25"
1.5"
1.25"
1.25"
1.25"
2"
1.25"
3"
3"
2.5"
2"
1.5"
1.25"
1.25"
1.25"
2.5"
2"
1.5"
1.5"
1.5"
1.25"
1.25" 3"
3"
2.5"
2"
1.5"
1.25"
3"1.5"
2"
1.5"
1.5"
1.25"
1.25"
3"
2.5"
2"
1.5"
1.25"
3" 3"
2.5"
2"
1.5"
1.25"
1.25"
1.25"
1.25"
3" 2.5"
2"
2"
1.5"
1.5"
1.25"
1.25"
1.25"
3"
3"
2"
2"
1.5"
1.5"
1.25"
1.25"
4"
6"
1.5"
1.25"
3" 2.5"
2"
1.5"
1.5"
1.25"
1.25"
3"
3"
2.5"
2"
2"
1.5"
1.25"
1.25"
3"
3"
2.5"
2"
1.5"
1.25"
1.25"
3"
2.5"
2"
1.5"
1.5"
1.25"
1.25"
2.5"
2" 2"
1.5" 1.5"
1.5" 1.25"
1.25" 2"
2"
2"
1.5"
1.25"
1.25"
2"
1.25"
1.25"
3"
3"
3"
3"
3"
2.5" 2"
2"
1.5"
1.25"
1.25"
2"
1.5"
1.25"
2"
1.5"
1.5"
1.25"
1.25"
1.25"
1.25"
1.25"
2.5"1.5"1.5"
1.25"
1.25" 1.25"
1.25"
2.5" 2"
1.5"
1.5"
1.25"
1.25"2"
1.25"
1.25"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
1.25"
1.25"
1.25"
2.5"
2" 2"
1.5" 1.5"
1.5" 1.25"
1.25"
1.25"
2.5"
1.5"
1.25"
1.25"
1.25"
2.5"
2" 2"
1.25"
1.5"
1.25"
1.25"
2.5"
2" 2"
1.25"
1.25"
1.25"
1.25"
2.5"
2"
2"
1.25"
1.5"
1.25"
3"
2.5"
2"
1.25"
1.25"
2.5"
2"
1.5"1.25"
2.5" 2.5"
2"
2"
1.5"
1.25"
3" 3"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
1.25"
1.25"
1.25"
1.25"
1.5"
1.25"
2"
1.5"
1.25"
3"
3"
2.5"
2"
1.5"
1.25"
2" 1.25"
1.25" 1.25"
1.25"
2"
1.25" 1.25"
1.25"
1.25"
2.5" 1.5"
1.5"
1.25"
1.25"
3"
2"
1.25"
2"
1.25"
1.5" 1.5"
2"
3"
2"
1.5"
1.25"
1.25"
1.5"
1.25"
3"
2"
2"
2"
1.25"
1.25"
2"
2"
1.5"
1.25"
2.5"
2" 1.5"
1.25"
2" 1.5"
1.25"
1.25"
2.5"
1.25"
2.5"
2.5"
2.5" 2.5"
2.5"
1.5" 2"1.25" 1.5"
1.5"
1.25"
1.25"
1.25"
4"
3"
3"
3"
3"
3"
4"
4"
12"
12"
12"
12"
12"
12"
12"
4"
4"
4"
4"
4"
4"
4"
4"
4"
6"
6"
6"
4"
4"
4"
10"
4"
12"
2"
1.25" 1.25"
1.25"
2"1.25"
2.5"2"
2"
1.5"
1.25"
1.5"
1.25"
1.25"
1.25"
2"
1.25"
1.25"
3" 2.5"
1.25"
2.5"
2.5"
2"
1.5"
2.5" 2"
2"
1.5"
1.25"
1.25"
2"
3"
2.5"
2.5"
1.5"
3"
3"
3"
2"
2"
3"
3"
1.25"
3"
3"
18 18
Q
Q
Q
Q
Q
Q
F
D
D
D
D
D
D
D
Q
Q
Q
Q
Q
Q
Q
Q
I I
II
I
II
WM
I
I I
II
II
X
X
X
X
X
X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
I 6''
I 6''
I 6''
I 6''
I 12''
I 12''
I 12''
I 12''
I 12''
I 12''
I 12''
I 4'
I 3
I 3
I 3
I 3'
I 3''
I 4
I 4
I 4''
I 4''
I 4''
I 6
I 6
I 6'' I 6''
I 6''
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
O
O
O
O
O O O O O
O O
O
O
O
O
O
O O
O
O
O
O
O
O O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
O
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
W 12''
W 12''
W 12''
W 12''
W 12
W
2''
W
2''
W
2''
W
2'' W
2'
W
2'
W
2''
W
2''
W
2'
W
2'
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
ST
VALIANT BLVD.
WARRIOR AVE.
5-19
5-22
5-27
5-24
5-37
5-53
4-89
4-119
4-101
4-122
4-128
4-152
DEMOLITION BOUNDARY:
CUT AND CAP LATERAL
PIPE PRIOR TO ROAD
REALIGNMENT, INSTALL
NEW LATERAL PIPE AND
SPRINKLERS AS SHOWN.
DO NOT REUSE EXISTING
SPRINKLERS, TURN
SPRINKLERS OVER TO
COR.
5-20
5-21
5-23
5-25
5-26
5-28
5-29
5-30
5-38
5-39 5-44
5-43
5-42
5-41
5-40
5-45
5-46
5-47
5-48
5-49
5-56
5-55
5-54
5-50
5-52
5-51
5-72 5-71
4-60 4-67
4-74
4-81
4-88
4-61
4-62
4-63
4-73
4-72
4-71
4-70
4-69
4-68
4-75
4-76
4-77
4-78
4-79
4-80 4-87
4-86
4-85
4-84
4-83
4-82
4-90
4-91
4-92
4-93
4-94
4-95
4-100
4-99
4-98
4-97
4-103
4-104
4-105
4-106
4-111
4-110
4-109
4-107
4-113
4-96
4-102
4-108
4-114
4-118 4-115
4-116
4-120
4-121
4-117
4-112
4-123 4-124
4-125
4-126 4-127
4-129
4-135
4-141
4-147
4-153
4-158
4-134 4-133
4-132 4-131
4-130
4-136 4-137
4-138 4-139
4-140
4-146
4-145 4-144
4-143 4-142
4-148
4-149 4-150
4-151
4-157 4-156
4-155
4-154
A
A
A
A
A
A A A A
4"
4"
6"
4"
6"
4"
4"
4"
4"
4"
4"
4"
4"
6"
6"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3" 3" 3"
3"
3"
3"
3" 3"
3" 3"
3" 3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2" 2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2" 2"
2" 2"
2"
2" 2"
2" 2"
2"
2" 2"
2" 2"
2"
2" 2"
2" 2"
2"
2"
2"
2" 2"
2"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3" 3"
3"
3"
3"
3" 3"
3"
3"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
3"
3"
2.5"
2.5"
2"
2"
1.25"
1.25"
3"
1.5"
2" 2" 1.5"
1.5"
1.25" 1.5"
1.5"
1.25" 1.5"
1.25"
1.25"
1.5"
1.5"
1.25"
1.25"
2"
2"
1.5"
1.25"
1.5"
10"
4"
4"
.5
.5
.5
.5 .5
.5
.5 .5
.5
.5
.5
.5
.5
.5 .5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5 .5
.5
.5
.5
.5
.5 .5
.5
.5
.5
.5 .5
.5
.5
.5 .5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
.5
5-32
2"
5-31
1"
5-57
2"
5-58
1"
5-59
2"
Q
Q
Q
.5
.5
.5
4-163
1"
C
1.5"
BASE BID BOUNDARY
ALTERNATE D
BOUNDARY
ALTERNATE C
BOUNDARY
BOUNDARY
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
934CM2003
CAPE CANAVERAL
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Commissioning:
CTS, LLC
Kris Linster
(904) 588-3057
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying & Hydraulics:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jay Casper
(720) 545-5807
PHASE TWO DEVELOPMENT
Landscape Architect:
Foster Conant Matt Allen
(407) 648-2225
10-25-2019
OF 145
BID DOCUMENTS
LI103
CCT JDL
MIMS, FLORIDA
MEP:
Spur Design Ben Noe
(913) 369-7264
Ce rti f ie d Irrigation Designer
I R R
I G AT I ON A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
10/25/2019
IRRIGATION PLAN
NORTH
VICINITY MAP
NTS
POND 6
POND 5
V A
L I
A
V D
V A
L I A
N T
B L
V
S T
POND 4
D
IX
IE
W
A Y
WA R R I OR A V E .
VA L
I A
N T
B L
V D
1-800-432-4770
NORTH
MATCHLINE SEE SHEET LI101
M
ATC
H
LIN
E SEE SH
EET LI104
IRRIGATION PUMP STATION
*FLOW: 1400 GPM
*DISCHARGE PRESSURE
100PSI
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
IR
I I
I I
I I
F F
F F
F
18"
12"
8"
8"
8"
8"
12"
12"
12"
12"
12"
12"
10"
12"
12"
12"
12"
12"
12"
8"
3"
2.5" 2"
1.5"
1.25"
1.25"
1.25"
3"
2"
1.5"
1.5"
1.25"
1.25"
3"
1.5"
2"
1.25"
1.5"
1.25"
1.25"
1.25"
1.25"
1.5" 1.5"
1.25"1.25"
1.5"
1.25"
1.25"
3"
3"
2.5"
2"
1.5"
1.25"
1.25"
1.25"
3"
2.5"
2"
1.5"
1.25"
1.5" 1.25"
2.5"
3"
2.5"
2"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
3" 2"
1.5" 1.5"
1.25"
1.25"
6"
6"
6" 6"
2"
1.5"
1.25"
2.5"
1.5"
1.5"
1.25"
1.25" 3"
2"
2"
1.5"
1.5"
1.25"
1.25"
3" 2.5" 2"
1.5"
1.5"
1.25"
1.25"
3"
2"
2"
1.5"
1.5"
1.25"
1.25"
2.5"
2" 1.5"1.25" 1.25" 3"
2.5" 2"
1.5"
1.5"
1.25"
1.25"
3"
2.5" 1.25" 2"
1.25"
1.5" 1.25"
1.25"
1.25"
1.25"
1.25" 1.25"
2.5"
2"
2"
1.5"
1.5"
1.25"
2"
2"
2"
1.5" 1.25"
1.25"
2.5"
2"
1.5"
1.5"
1.25"
1.25"
1.25"
2.5" 2.5"
2.5"
2.5" 2.5"
2.5"
2"
2"2" 2"
1.5" 1.5"
1.25"
1.25"
3"
2.5"
2"
2"
1.5"
1.25"
1.25"
2"
2" 2"
1.25"
1.25"
1.25"
2"
2"
1.25"
1.5"
2"
2.5"
1.5"
1.25"
2" 1.25"
1.25"
2" 1.25"
2"
1.5" 1.5"1.25"
1.25"
1.25"
2"1.25" 1.25"
1.25"
2"
1.5" 1.25"
1.25"
2"
2"
1.5"
1.25"
1.25"
1.25"
2.5"
2.5"
2"
1.25"
1.25"
1.25"
1.25"1.25"
1.25"
3"
2.5"
2"
1.5"
1.25"
1.5" 1.25"
1.25"
1.25"
4"
6"
4"
4"
4"
4"
4"
4"
1.25"
12"
12"
12"
10"
12"
6" 6"
6"
8"
8"
6"
4"
4"
4"
4"
4"
4"
4"
4"
8"
8"
8"
8"
6"
8"
4"
4"
4"
30"
30"
30"
4"
FLOWER WATER STATION
MAINLINE
2" SDR9 HDPE
OPERATING DICHARGE
PRESSURE OF 40 PSI
2"
2"
3"
1.25"
2.5" 2.5"
3"
2"
1.5"
1.5"
3" 2.5"
2"
1.5"
3"
2"
3"
3"
2"
1.5"
3"
3"
3"
3"
3" 3"
2"
2.5" 2.5"
2.5"
3"
2.5"
2.5"
2"
1.5"
1.25"
3" 2.5"
2"
1.5"
1.25"
1.25"
WET WELL
2"
BACK FLOW
WELL AND
PUMP
PROPERTY
LINE
18 18
181818
181818
18 18
18 18
18 18 18
18 18
18 18
Q
Q
Q
Q
Q
P
W
F
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.51.5 1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
18 18
18 18
F
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
2.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.5
1.51.5
1.5
1.5
1.5
1.5
1.5 1.5
1.5 1.5
1.5 1.5
1.5
D
D
D
D
D
D
D
D
D
D
D
I
D
Q
Q
Q
Q
Q
Q
Q
C
Q
Q
Q
Q
I
II
I I I
I
W W
III
I
II
II
I
II
II
I
III
I
I
III
I
I
II
I
II
I I
III
I
X X
X X X
X
X X
X X
X X
X X
X X
X X
X X X X X X X X X X X
X X
X X
X X
I 6''
I 6'' I 6''
I 6''
I 6''
I 6'' I 6''
I 6'' I 6''
I 6'' I 6''
I 6'' I 6'' I 6'' I 6''
I
I 1 2'
I 12''
I 12''
I 12''
I 12''
I 12''
I 12''
I 1 2'
I 1 2'
I
I
I
ICL
ICL
ICL
IC
L
IC
L
IC
L
ICL
ICL
IC
L
IC
L
I 6'
I 6'' I 6''
I 8''
I 8''
I 8''
I 8''
I 8'' I 8''
I 8''
I 8''
I 8''
I 8''
I 8''
I 8''
I 8''
I 8''
I 8''
I 8
I 8
I 4'
I 4
I 4''
I 4''
I 4''
I 4''
I 4''
I 4''
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
BT
ST
ST
ST
X X
X X
X X
X X
X X
X X
X X
X X
X X
X
X
X X
X X
X X
X X
X
X X
X
X
X
X X
X X
X
X X
X X
X X
X X
X
X X
X X
X X
X X
X
X
X X
X X
X X
X X
X X
X X
X X
X
X X
X
X X
SS
SS
SS
SS
SS
SS
BE
BE
BE BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE BE BE BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
W 12''
W 12'' W 12'' W 12''
W 12''
W 12''
W 12'' W 12''
W 12''
W 12''
W 12''
W 12''
W 12'' W 12''
W 12'' W 12'' W 12'' W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
ST
BE
W 12''
W 12''
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
W
2'
W
2''
W
2''
W
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W
W
2''
W
2''
WARRIOR AVE.
WARRIOR AVE.
RELOCATE EXISTING
MAINLINE IN THIS LOCATION
5-67
4-21
4-22
4-24
4-59
IRRIGATION CONTROLLER
SEE SHEET ES102
5-685-695-70 5-71
4-23
4-23
4-26
4-27
4-28
4-29
4-36
4-35
4-34
4-33
4-32
4-31
4-25 4-30
4-37
4-38
4-39
4-40
4-41
4-42
4-43
4-504-57
4-49
4-56
4-484-55
4-474-54
4-53
4-46
4-52
4-45
4-44
4-514-58 4-60
4-61
4-62
4-63
4-64
4-65
4-66
4-73
4-72
4-71
4-70
4-69
RELOCATE EXISTING
MAINLINE, FLOW SENSOR,
DECODER, AND VALVES
AS SHOWN
EXISTING IRRIGATION CONTROLLER
PICK UP 2-WIRE CABLE
8"
8"
8"
8"
6"
6"
6" 6"
6"6"
6"
8"
8"
8"
8"
8"
6"
6"
8"
3"
3"
3"
3"
3"
3"
3" 3"
3"
3"
3"
3"
3"
3"
3" 3"
3"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3" 3"
3"
3"
3"
3"
3"
3"
3"
3"
2"
2"
2"
2"
2"
2"
2"
2"
2"
2"
3" 3"
3" 3" 3" 2"
2"
2"
2"
1"
1" 1"
2"
2"
2" 2"
2"
2"
2"
2"
2"
2"
3" 3"
3"
1.25"
3" 3"
1.5"
2.5" 2"
1.5"1.25"
1.25" 3"
2.5" 2" 2"
1.5"
1.5" 1.25"
1.5"
1.25"
2"
3"
2"
2"
2"
1.5" 1.5"
1.25"
1.25"
2"
1.5"
1.25"
1.25"
1.5" 1.25"
1.25"
1.5"
1.25"
1.25"
2"
1.25" 1.25"
1.25"
1.25"
1.5" 1.25"
1.25"
3"
3"
2.5"
2.5"
2"
2"
1.25"
6"4" 12"
2"
4"
4"
4"
6"
36 36
36 48
363636
121212
.5
.5
.5 .5 .5 .5 .5
.5 .5
.5 .5
.5 .5
.5 .5 .5
.5
.5 .5
.5
.5 .5
.5.5
.5.5.5
.5
.5
.5
.5
.5 .5
.5
.5 .5
.5
.5
.5
.5
.5
.5
.5
.5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5
.5 .5
.5
.5
.5
.5
.5
.5
.5
.5 .5
.5
.5
.5 .5
.5.5
.5
.5
.5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5
.5
.5
.5
.5
.5
.5
.5
4-161
1.5"
4-159
2"
4-160
1.5"
4-162
1"
FQD
FD Q
12 12
4-162
2"
2.5" 2.5"2"
1.25" 1.5"1.5"
1.25"
2"1.5"
1.25"
1.25"
1.5" 1.25"
4-163
2"
BASE BID BOUNDARY
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
934CM2003
CAPE CANAVERAL
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Commissioning:
CTS, LLC
Kris Linster
(904) 588-3057
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying & Hydraulics:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jay Casper
(720) 545-5807
PHASE TWO DEVELOPMENT
Landscape Architect:
Foster Conant Matt Allen
(407) 648-2225
10-25-2019
OF 145
BID DOCUMENTS
LI104
CCT JDL
MIMS, FLORIDA
MEP:
Spur Design Ben Noe
(913) 369-7264
Ce rti f ie d Irrigation Designer
I R R
I G AT I ON A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
10/25/2019
IRRIGATION PLAN
NORTH
VICINITY MAP
NTS
POND 6
POND 5
V A
L I
A
V D
V A
L I A
N T
B L
V
S T
POND 4
D
IX
IE
W
A Y
WA R R I OR A V E .
VA L
I A
N T
B L
V D
1-800-432-4770
NORTH
MATCHLINE SEE SHEET LI102
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
I
II
I I I
I
W W
III
I
II
II
I
II
II
I
III
I
I
III
I
I
II
I
II
I I
III
I I
II
I
II
I
I
I
II
WMI
I I
II
II
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X X X X X
X
X X
X X
X X X X X X X
X X
X
X
X
X
X
X
X
X
X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
I 6''
I 6'' I 6'' I 6''
I 6''
I 6'' I 6''
I 6'' I 6'' I 6''
I 12''
I 12''
I 12''
I 12''
I 12''
I 12''
I 12''
I 1 2'
I
ICL
IC
L
ICL
IC
L
I 3
I 3'
I 4''
I 4''
I 6
I 6'' I 6''
I 8''
I 8''
I 8''
I 8''
I 8''
I 8''
I 8''
I 8
I 4
I 4''
I 4''
I 4''
ST
ST
ST
ST
ST
ST
ST
ST
STST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STST
ST
ST
ST
ST
ST
ST
ST
BT
BT
BT
BT
BT
BT
BT
BT
BT
ST
ST
ST
ST
O
O
O
O
O O O O
O
O
X X
X X
X X
X X
X
X
X X
X
X
X
X
X X
X X
X X
X X
X X
X
X X
X X
X X
X X
X
O
O
O
O
O
O
O
O
O
O
O
O
O
X
X
X
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
W 12''
W 12''
W 12
W
2''
W
2'' W
2'
W
2''
W
2'
W 12''
W 12''
W 12''
W 12''
W 12''
W 12''
W 12'' W 12'' W 12''
W 12''
W 12''
W 12'' W 12'' W 12''
W 12''
W 12''
W 12''
W 12''
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
W
2'' W
W 12''
W 12''
W 12''
W
W
2''
POND 6
6.33 AC
POND 5
4.75 AC
DIXIE WAY
VALIANT BLVD. EAST
VALIANT BLVD.
VALIANT BLVD.
WARRIOR AVE.
WARRIOR AVE.
WARRIOR AVE.
12"
8"
4"
4"
8"
6"
3"
2.5" 2"
1.5"
1.25"
1.25"
1.25"
1.5" 1.5"
1.25"1.25"
3"
3"
2.5"
2"
1.5"
1.25"
1.25"
1.25"
3"
2.5"
2"
1.5"
1.25"
3" 1.5"
1.5"
1.25"
1.25"
3"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
2.5"
2"
1.5"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
3" 2"
1.5" 1.5"
1.25"
1.25"
2.5"
1.5"
1.5"
1.25"
1.25"
1.5"
1.25"
1.25"
1.25"
2"
1.25"
3"
3"
2.5"
2"
1.5"
1.25"
1.25"
1.25"
2.5"
2"
1.5"
1.5"
1.5"
1.25"
1.25" 3"
3"
2.5"
2"
1.5"
1.25"
3"1.5"
2"
1.5"
1.5"
1.25"
1.25"
3"
2.5"
2"
1.5"
1.25"
3" 3"
2.5"
2"
1.5"
1.25"
1.25"
1.25"
1.25"
3" 2.5"
2"
2"
1.5"
1.5"
1.25"
1.25"
1.25"
3"
3"
2"
2"
1.5"
1.5"
1.25"
1.25"
4"
6"
6"
6"
6" 6"
2"
1.5"
1.25"
2.5"
1.5"
1.5"
1.25"
1.25" 3"
2"
2"
1.5"
1.5"
1.25"
1.25"
3" 2.5" 2"
1.5"
1.5"
1.25"
1.25"
3"
2"
2"
1.5"
1.5"
1.25"
1.25"
2.5"
2" 1.5"1.25" 1.25" 3"
2.5" 2"
1.5"
1.5"
1.25"
1.25"
3" 2.5"
2"
1.5"
1.5"
1.25"
1.25"
3"
3"
2.5"
2"
2"
1.5"
1.25"
1.25"
3"
3"
2.5"
2"
1.5"
1.25"
1.25"
3"
2.5"
2"
1.5"
1.5"
1.25"
1.25"
2.5"
2" 2"
1.5" 1.5"
1.5" 1.25"
1.25" 2"
2"
2"
1.5"
1.25"
1.25"
2"
1.25"
10"
6"
4"
6"
4"
6"
8"
8"
8"
8"
4"
4"
4"
4"
4"
4"
4"
6"
6"
6"
8"
3"
2.5"
2.5"
1.5"
3"
3"
2.5" 2.5"
3"
2"
2"
1.5"
3"
3"
3"
3"
3" 3"
2"
2"
3"
3"
1.25"
3"
3"
IR
IR
IR
IR
IR
IR
IR
IR
2.5"
2" 2"
1.25"
1.5"
1.25"
1.25"
2.5"
2" 2"
1.25"
1.25"
1.25"
1.25"
2.5"
2"
2"
1.25"
1.5"
1.25"
3"
2.5"
2"
1.25"
1.25"
2.5" 2.5"
2"
2"
1.5"
1.25"
3"
12"
12"
181818
18 18
18 18
18 18
18 18
18 18
18 18
Q
Q
Q
Q
Q
18 18 18
18 18
4-29
2"
4-26
1.5"
4-23
2"
4-27
2"
4-34
2"
4-39
2"
4-45
2"
4-44
2"
4-43
2"
4-42
2"
4-41
2"
4-40
2"
4-38
2"
4-37
2" 4-36
2"
4-35
2"
4-33
2"
4-32
2"
4-31
2"
4-30
2"
4-24
2"
4-48
2"
4-53
2"
4-58
2"
4-54
2"
4-52
2"
4-50
2"
4-49
2"
4-47
2"
4-46
2"
4-55
2"
4-51
2"
F
4-59
2"
4-60
2"
4-61
2"
4-62
2"
4-63
2"
4-64
2"
4-65
2"
4-68
2"4-69
2"
4-66
2"4-67
2"
4-25
2"
4-57
1.5"4-56
2"
4-70
1.5"
4-28
1.5"
D
D
D
D
D
Q
Q
Q
Q
Q
Q
18 8
D
Q
DEMOLITION BOUNDARY:
CUT AND CAP LATERAL PIPE PRIOR TO ROAD
REALIGNMENT, INSTALL NEW LATERAL PIPE AND
SPRINKLERS AS SHOWN. DO NOT REUSE EXISTING
SPRINKLERS, TURN SPRINKLERS OVER TO COR.
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
934CM2003
CAPE CANAVERAL
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Commissioning:
CTS, LLC
Kris Linster
(904) 588-3057
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying & Hydraulics:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jay Casper
(720) 545-5807
PHASE TWO DEVELOPMENT
Landscape Architect:
Foster Conant Matt Allen
(407) 648-2225
10-25-2019
OF 145
BID DOCUMENTS
LI201
CCT JDL
MIMS, FLORIDA
MEP:
Spur Design Ben Noe
(913) 369-7264
Ce rti f ie d Irrigation Designer
I R R
I G AT I ON A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
10/25/2019
NORTH
OVERALL IRRIGATION
PLAN
NORTH
VICINITY MAP
NTS
POND 6
POND 5
V A
L I
A
V D
V A
L I A
N T
B L
V
S T
POND 4
D
IX
IE
W
A Y
WA R R I OR A V E .
VA L
I A
N T
B L
V D
1-800-432-4770
EXISTING IRRIGATION SHOWN
FOR DEMOLITION
I
II
I I I
I
W W
III
I
II
II
I
II
II
I
III
I
I
II
I I
I
II
I
II
I I
III
I I
II
I
II
I
I
I
II
WM
I
I I
II
II
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X X X X X
X
X X
X X
X X X X X X X
X X
X
X
X
X
X
X
X
X
X
X
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
XX
I 6''
I 6'' I 6'' I 6''
I 6''
I 6'' I 6''
I 6'' I 6'' I 6''
I 12''
I 12''
I 12''
I 12''
I 12''
I 12''
I 12''
I 1 2'
I
ICL
IC
L
ICL
IC
L
I 3
I 3'
I 4
I 4''
I 6
I 6'' I 6''
I 8''
I 8''
I 8''
I 8''
I 8''
I 8''
I 8''
I 8
I 4
I 4''
I 4''
I 4''
ST
ST
ST
ST
ST
ST
ST
ST
STST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
ST
STST
ST
ST
ST
ST
ST
ST
ST
BT
BT
BT
BT
BT
BT
ST
ST
ST
ST
O
O
O
O
O
O
O O O O
O
O
X X
X X
X
X X
X
X
X
X X
X X
X X
X X
X X
X
X X
X X
X X
X X
O
O
O
O
O
O
O
O
O
O
O
O
O
X
X
X
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE BE
BE
BE
BE
BE
BE
BE
BE
BE
W 12''
W 12''
W 12
W
2''
W
2'' W
2'
W
2''
W
2'
W 12''
W 12''
W 12''
W 12''
W 12''
W 12'' W 12'' W 12''
W 12'' W 12''
W 12''
W 12'' W 12'' W 12''
W 12''
W 12''
W 12''
W 12''
BE
BE
BE
BE
BE
BE
BE
BE
BE
BE
W
2'' W
W 12''
W 12''
W 12''
W
W
2''
POND 6
6.33 AC
POND 5
4.75 AC
DIXIE WAY
VALIANT BLVD. EAST
VALIANT BLVD.
VALIANT BLVD.
WARRIOR AVE.
WARRIOR AVE.
WARRIOR AVE.
5-10
5-19 5-18
5-22
5-27
5-24
5-35
5-51
5-65
5-72 5-71
4-21
4-22
4-24
4-59
4-89
4-119
4-101
4-122
4-128
4-152
IRRIGATION CONTROLLER
SEE SHEET ES1025-14
5-15 5-16
5-17
5-11 5-12
5-13
5-20 5-21
5-23 5-25
5-26 5-28
5-29
5-30
5-36
5-37 5-42 5-41
5-40
5-39
5-38
5-43
5-44
5-45
5-46
5-47
5-54
5-53
5-52
5-48
5-50
5-49
5-665-675-68 5-70
5-69
5-735-74
5-75
5-81
5-76
5-82
5-88
5-94
5-77 5-78
5-79 5-80
5-83 5-84
5-855-86 5-87
5-93 5-92
5-91 5-90
5-89
5-95 5-96
5-97 5-98
4-23
4-23
4-26
4-27
4-28
4-29
4-36
4-35
4-34
4-33
4-32
4-31
4-254-30 4-37
4-38
4-39
4-40
4-41
4-42
4-43 4-50
4-57
4-49 4-56
4-484-55
4-474-54
4-53 4-46
4-52 4-45
4-444-51 4-58
4-604-67 4-74
4-81
4-88
4-61
4-62
4-63
4-64
4-65
4-66 4-73
4-72
4-71
4-70
4-69
4-68 4-75
4-76
4-77
4-78
4-79
4-80 4-87
4-86
4-85
4-84
4-83
4-82
4-90
4-91
4-92
4-93
4-94
4-95
4-100
4-99
4-98
4-97
4-103
4-104
4-105
4-106 4-111
4-110
4-109
4-107
4-113
4-96
4-102
4-108
4-114 4-118
4-115
4-116 4-120
4-121 4-117
4-112
4-123
4-124 4-125 4-126
4-127 4-129
4-135
4-141
4-147
4-153
4-158
4-134 4-133
4-132 4-131
4-130
4-136 4-137 4-138
4-139 4-140
4-1464-145 4-144
4-1434-142
4-148 4-149
4-150 4-151
4-1574-156 4-155
4-154
EXISTING IRRIGATION CONTROLLER
NOTE: MAKE WIRE CONNECTIONS AT
DECODER FUSE DEVICES ONLY AS SHOWN
36 3636
36 48
363636
363636
5-2
2"
5-1
2"
5-6
1.5"
5-5
2"
5-4
1.5"
5-9
2"
5-8
2"
5-31
1"
5-61
1"
5-58
1"
5-59
1"
5-60
1"
5-55
2"
5-56
1"
5-57
2"
5-32
2"
5-33
2"
5-34
2"
5-64
2"
5-63
2"
5-62
2"
5-112
2" 5-111
2"5-110
2" 5-109
2"5-108
2"
5-99
1"
5-100
1"
5-101
2"
5-102
2"
5-104
2"
5-103
2"
5-105
2"
5-106
2"
5-107
2"
5-3
2"
Q
Q
Q
Q
Q
Q Q
Q
5-7
2"
4-161
1.5"
4-159
2"
4-160
1.5"
4-162
1"
4-163
1"
FQD
FD Q
4-162
2"
C
C
D
D
GG
G
G
D D
GG
D
DD
G G
G G
G
D D
G G
G
G
G
G
D
G
G
G
G
G
G
D
D D D
D
D
D
D
D
D
G
G
G
G
G
G
D
D
G G
G
G
G
G
G
G
G
G
G
APPROVED DRAWING TITLE
DATE
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
934CM2003
CAPE CANAVERAL
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Commissioning:
CTS, LLC
Kris Linster
(904) 588-3057
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying & Hydraulics:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jay Casper
(720) 545-5807
PHASE TWO DEVELOPMENT
Landscape Architect:
Foster Conant Matt Allen
(407) 648-2225
10-25-2019
OF 145
BID DOCUMENTS
LI301
CCT JDL
MIMS, FLORIDA
MEP:
Spur Design Ben Noe
(913) 369-7264
Ce rti f ie d Irrigation Designer
I R R
I G AT I ON A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
10/25/2019
NORTH
IRRIGATION
COMMUNICATION PLAN
NORTH
VICINITY MAP
NTS
POND 6
POND 5
V A
L I
A
V D
V A
L I A
N T
B L
V
S T
POND 4
D
IX
IE
W
A Y
WA R R I OR A V E .
VA L
I A
N T
B L
V D
1-800-432-4770
126A
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
934CM2003
CAPE CANAVERAL
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Commissioning:
CTS, LLC
Kris Linster
(904) 588-3057
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying & Hydraulics:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jay Casper
(720) 545-5807
PHASE TWO DEVELOPMENT
Landscape Architect:
Foster Conant Matt Allen
(407) 648-2225
10-25-2019
OF 145
BID DOCUMENTS
LI501
CCT JDL
MIMS, FLORIDA
MEP:
Spur Design Ben Noe
(913) 369-7264
Ce rti f ie d Irrigation Designer
I R R
I G AT I ON A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
10/25/2019
1 AIR VACUUM RELIEF VALVE
ASSEMBLY N.T.S. 2 ISOLATION GATE VALVE ASSEMBLY
ASSEMBLY N.T.S. 3 QUICK COUPLER VALVE
ASSEMBLY N.T.S.
4 POP-UP ROTOR SPRINKLER
ASSEMBLY N.T.S. 5 POP-UP SPRAY SPRINKLER
ASSEMBLY N.T.S.
Q
IRRIGATION DETAILS
6 POP-UP VALVE IN HEAD SPRINKLER
ASSEMBLY N.T.S.
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
934CM2003
CAPE CANAVERAL
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Commissioning:
CTS, LLC
Kris Linster
(904) 588-3057
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying & Hydraulics:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jay Casper
(720) 545-5807
PHASE TWO DEVELOPMENT
Landscape Architect:
Foster Conant Matt Allen
(407) 648-2225
10-25-2019
OF 145
BID DOCUMENTS
LI502
CCT JDL
MIMS, FLORIDA
MEP:
Spur Design Ben Noe
(913) 369-7264
Ce rti f ie d Irrigation Designer
I R R
I G AT I ON A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
10/25/2019
1 REMOTE CONTROL VALVE
ASSEMBLY N.T.S.
2 SPRINKLER PLACEMENT
DETAIL N.T.S.
MAINLINE PIPE
REMOTE CONTROL VALVE
ASSEMBLY
SOLVENT WELD TEE
ISOLATION ANGLE VALVE
ON SERVICE TEE
SOLVENT WELD EL
52" MIN.
IRRIGATION
AISLE BOUNDARY
8"
4'
IRRIGATION DETAILS
LOCATION
CHECKED PROJECT NUMBER
DRAWING NUMBER
DESCRIPTION DATE
DESIGN CONSULTANTS: ARCHITECT / ENGINEER OF RECORD:
C
Office of Construction and Facilities Management
1 3 4 5 6
B
A
D
E
C
B
A
D
E
BUILDING NUMBER
DRAWN
SEAL:
MARK
934CM2003
CAPE CANAVERAL
NATIONAL CEMETERY
Calibre 9090 South Ridgeline Boulevard, Suite 105 Highlands Ranch, CO 80129 (303) 730-0434 www.calibre-engineering.com Construction Management Civil Engineering Surveying
Calibre Engineering, Inc.
Cemetery Expertise:
MKEC Engineering Ken Kallenbach
(316) 684-9600
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
Commissioning:
CTS, LLC
Kris Linster
(904) 588-3057
Cost Estimating:
MOCA Cost Engineering Todd Waddle
(850) 389-8131
Surveying & Hydraulics:
Fabre Engineering & Surveying Frank Fabre
(850) 433-6438
Geotechnical Engineering:
Terracon Consultants Jay Casper
(720) 545-5807
PHASE TWO DEVELOPMENT
Landscape Architect:
Foster Conant Matt Allen
(407) 648-2225
10-25-2019
OF 145
BID DOCUMENTS
LI503
CCT JDL
MIMS, FLORIDA
MEP:
Spur Design Ben Noe
(913) 369-7264
Ce rti f ie d Irrigation Designer
I R R
I G AT I ON A S S OC I A T I O
NCID
46102
JO
HN D. LEONARD
10/25/2019
1 IRRIGATION CONTROLLER
ASSEMBLY N.T.S. 2 FLOWER WATER STATION
ASSEMBLY N.T.S. 3 TRENCH
ASSEMBLY N.T.S.
4 AERATION CABINET
ASSEMBLY N.T.S. 5 AERATION POD
ASSEMBLY N.T.S.
6"
A
B
G
A. TO POND DIFFUSERS
B. DISTRIBUTION MANIFOLD PIPING WITH
PRESSURE RELIEF VALVE, PRESSURE
GAUGE, AND 4-VALVE MANIFOLD WITH BRASS
BARB OUTLETS
C. HIGH-FLOW SQUIRREL CAGE BLOWER FOR
CABINET COOLING
D. AIR FILTER ASSEMBLY AND FILTER ELEMENT
E. CONTROLS 24 HOUR/ 7 DAY DIGITAL
TIMESWITCH. 120V, SPDT SWITCHING, 1
CHANNEL.
F. 120V OUTLET
G. INTERIOR OF CABINET, FITTED AND AND
GLUED WITH ACOUSTICAL CONVOLUTED
FOAM INSULATION.
H. 1/2HP GAST ROCKING PISTON COMPRESSOR
WIRED FOR 115 V AND FITTED WITH CUPLEX
WIRING BLOX/PLUG, SERVICING THE
COMPRESSOR AND COOLING FAN.
I. SEE SPECIFICATIONS FOR PIPING.
NOTES:
1. SEE PUMP STATION ENCLOSURE DRAWINGS FOR LOCATION OF AERATION EQUIPMENT.
2. INSTALL AERATION EQUIPMENT PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS.
3. INSTALLATION TO CONFORM TO ALL NED REGULATIONS.
C
E
F
H
I
AERATION PLATE BASE
AERATION PLATE
5/8" WEIGHTED AERATION TUBING
NOTES:
1. PROVIDE ALL NECESSARY FITTINGS AND MAKE ALL CONNECTIONS.
2. PROVIDE NECESSARY BALLAST TO ANCHOR AERATION POD.
SECURE HOSE FITTING CONNECTIONS
WITH STAINLESS STEEL WORM DRIVE
CLAMPS
IRRIGATION DETAILS
File details come from the government source that posted it. Updated .