S02 FT LOGAN NC PHASE 1A-Base - 2023 02 10 (6 of 6).pdf
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- Attached to
- Y1PC--Ft. Logan National Cemetery - Phase 1A Expansion (Construction FY23 Re-procurement)
- Solicitation number
- 36C10F23R0013
About this file
This document summarizes a federal construction solicitation for Phase 1A expansion at Fort Logan National Cemetery. The Department of Veterans Affairs seeks a firm-fixed-price contract for construction services including labor, materials, equipment and supervision. The project is located at 4400 W Kenyon Ave. in Denver, Colorado. The solicitation is set aside 100% for Service-Disabled Veteran Owned Small Businesses. The North American Industry Classification System code is 237990 for other heavy and civil engineering construction up to $45 million. The construction cost is estimated between $20-50 million. A pre-proposal site visit is scheduled and proposals are due by May 16, 2023 at 3:00 PM Eastern Time.
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PHASE 1A BASE BID DOCUMENTS
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
DENVER, COLORADO
888-043
FORT LOGAN
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:
Jacobs Bill Romzick
(989) 745-1048
Architect:
Fourfront James Lushbough
(605) 342-9470
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
MEP, Fire, Landscape RCDD:
APOGEE Consulting Mark Norris
(919) 535-3819
Surveying & GPS:
Survey Systems Matt Nichols
(303) 419-6343
Environmental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 215
CCT RWB11-03-2022
LI001
Ce rti f ie d Irrigat ion Designer
I R R
I G AT I ON A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
IRRIGATION COVER SHEET
GENERAL DESCRIPTION FLAG NOTES
DEMOLITION FLAG NOTES
GENERAL NOTES
LEGEND
Q
C
2"
A B C
P
183 217
11 / 03 / 202201 / 31 / 202302 / 10 / 2023
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21"
2"
2"
11 "
11"
11 "
2"
25-23
21 "
11"
2 11 "
11 "
11 "
11"
2"
25-7
3"
11"
2 1"
2"
2"2"
11 "
11 "
11"
2" 25-8
21 "
11"
11 "
11"
2"
25-9
11"
3"
2 1"
11"
4 11"
11"
2"
25-10
2"
11 "
4 11"
11 "
11 "
11"
11"
2"
25-11
2 1"
11"
11"
2"
25-36
3"
11 "
211"
2" 11 "
2 11"
2"
25-35
2"
25-34
2 1"
2"
2"
11 "
11"
11"
11"
2"
25-33
21"
2"
11"
11"
2"
25-32
3"
2" 11 "
2 11"
42"11"
211"
2"
25-31
2 1"
2"
11"
11 "
11"
2"
25-30
2"
11"
11"
11"
2"
25-29
21 "
2"
2" 11 "
11"
11"
2"
25-28
3"
2"
11"
11 "
11 "
2"
11"
11 "
2"
25-27
3"
2" 11"
11"
2"11"
11 "
2"
25-26
21"
11 "
11"
2"
11"
11 "
2"
25-25
21 "
11"
11"
11 "
211"
11"
11"
11 "
11"
11"
11 "
4 2"
25-1
3"
3"
21 "
2"
11 "
11 "
2" 25-2
2 1"
211 "
211"
411 "
11"
11"
2"
25-3
3"
21 "
22"
11"
11 "
11"
2 11"
2" 25-4
2"
25-6
2 1"
11"
11 "
11 "
11"
2 11"
11"
3"
2"
11"
11 "
2"
11"
11"
2" 25-5
11"
2 2"
2"
2"
11 "
11 "
11"
11"
2"
11"
2"
11 "
11"
21 "
2 1"
2 2"
11 "
2"
23-6
3" 21 "
2" 11"
11"
11"
11"
2"
23-10
2"
2"
3"
11"
11"
11 "
2"
11"
11"
11"
3"
3"
3"
25 25 25 25
25 25 25 25
20 20
20 20
20 20 20 20
15 15
15 15 15
3"3" 2"
11"
11"
2"
11 "
11"
2"
15-28
3" 2"
11"
11 "
2"
11"
11 "
3"
2"
11 "
11"
2"
11 "
11 "
2"
15-26
2"
15-24
3"
3"
11"
11"
2"
11"
211 "
2"
15-27
3"
2"
11 "
11 "
11"
11 "
11"
2"
15-31
3"
21 "
2"
11"
11"
2"
15-30
- 3"3"
3"
21 "
2"
11"
11 "
2"
15-29
3"3"
21"
2"2"11 "
2"
15-22
2"
20-25
2"
20-23
2"
20-24
4 5 6
3"
2"
2"
2"
11"
211"
211 "
211"
2"
2"
11"
11"
211"
411"
2"
16-23b
2"
11 "
11"
2"
11"
2"
15-25
11"
11"
11"
11 "
4 11 "
2"
15-32
25 25
15 15
151515151515
15 15
15151515
15 15 15
20 20
1515151515151515
15 15 15 15 15 15 15 15
2"
30-16
2"
30-17
2"
30-18
- 2"
30-14
2"
30-15
151515
E E
15 15
151515
20 20
1515151515151515151515151515
15 15
15 15 15 15 15 15 15 15 15 15 15 15 15 15
25 25 25
202020
15 15
CC
151515
15 15 15
2"
30-20
2" 30-22
-2" 30-23
2 RR
15 15
15 15
2"
30-21
2"
30-19
2"
30-13
2"
30-12
2"
30-11
2"
30-5
2"
30-10
2"
30-6
30CB
CB
CB
CB
CB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"
3"
3"
3" 3"
3"
3"
3"
3"
3"
3"
3"3"3"3"3"
3"
3"
3" x 4" x 3" TEE
W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB3"-11.25°
EL W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB 3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
4"-11.25°
EL W / TB
4"-11.25°
EL W / TB
4"-11.25°
EL W / TB
4"-11.25°
EL W / TB
4"-11.25°
EL W / TB
4"-11.25°
EL W / TB
4"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
4" x 3" x 4" TEE
W / TB
4" TEE
W / TB4" TEE
W / TB
3" x 4" x 6" TEE
W / TB
3" TEE
W / TB
4"-22.5°
EL W / TB
4"-45°
EL W / TB
4"-22.5°
EL W / TB
4"-11.25°
EL W / TB
4" x 3" x 3" TEE
W / TB
3"-11.25°
EL W / TB
3"-45°
EL W / TB4"
4"
4"
3"
4"
3"4"
3"4"
4"
3"
3" TEE
W / TB
3"
3"
3"
3"
3"
3"
3"
3"
3"
3" 3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
6"
6" TEE
W / TB
3"-11.25°
EL W / TB
3"-22.5°
EL W / TB
3"-11.25°
EL W / TB
6"-22.5°
EL W / TB
4"-11.25°
EL W / TB
4"-11.25°
EL W / TB
4"-11.25°
EL W / TB
4"-11.25°
EL W / TB
4"-11.25°
EL W / TB
4" x 4" x 3" TEE
W / TB
4" x 4" x 3" TEE
W / TB
3"-45°
EL W / TB
3"
3"
3"-22.5°
EL W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3" TEE
W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"3"
3"
3"
3"3"3"
3"
3"
3"
3"
4"
4"
4" 4"
4"
4"
3"
4"
3" x 4" x 4" TEE
W / TB
3"
3"3"3"3"
3"
6"
4" x 6" x 4" TEE
W / TB
6"-11.25°
EL W / TB
6"-11.25°
EL W / TB
6"-11.25°
EL W / TB
6"-11.25°
EL W / TB
6"-22.5°
EL W / TB
8"
8" x 6" x 4" TEE
W / TB
6" x 6" x 3" TEE
W / TB
6" x 6" x 3" TEE
W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
6"
6"
6"
3" 3"
3"
8"-22.5°
EL W / TB
8" x 8" x 3" TEE
W / TB
3" TEE
W / TB
3"-45°
EL W / TB
3" TEE
W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
8" x 8" x 3" TEE
W / TB
8" x 8" x 3" TEE
W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
11"
2"
21 "
3"-22.5°
EL W / TB
3"-11.25°
EL W / TB
8" x 8" x 3" TEE
W / TB
8" x 8" x 3" TEE
W / TB
8"-45°
EL W / TB
8"-45°
EL W / TB
8"-45°
EL W / TB
8"-45°
EL W / TB
8"
8"
8"
8"8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
8"
3"
3"
3"
8"
3"
3"
8"
3"
8"
3"
4"
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB 3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
8"-11.25°
EL W / TB
3"
3"
3"
3"
8" x 8" x 3" TEE
W / TB
8" x 8" x 3" TEE
W / TB
8" x 8" x 3" TEE
W / TB
8" x 8" x 3" TEE
W / TB
8" x 8" x 3" TEE
W / TB
8" x 8" x 3" TEE
W / TB
3"
3"
3"
3"
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
3" TEE
W / TB
8"
3"
8" x 8" x 3" TEE
W / TB
3" TEE
W / TB
8"
8"
3"
8" x 8" x 3" TEE
W / TB
3"
8" x 8" x 3" TEE
W / TB
3" TEE
W / TB
8"-45°
EL W / TB
8"
8"
8"-45°
EL W / TB
8"-45°
EL W / TB
8"-45°
EL W / TB
3"
3"-45°
EL W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3" TEE
W / TB
3"
3"
6"
6"
6"
6"
6"
3"-22.5°
EL W / TB
3"-45°
EL W / TB
3"-11.25°
EL W / TB
6"-22.5°
EL W / TB
3" x 6" x 6" TEE
W / TB
6"
6" 4" 4"
4"
4"
4"
4"
4"
4"
3"
3"
4"
4"
2"
11 "
11"
11 "
3" TEE
W / TB
3"-22.5°
EL W / TB
3"-22.5°
EL W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3"-45°
EL W / TB
3"-11.25°
EL W / TB
3" TEE
W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-22.5°
EL W / TB3"-11.25°
EL W / TB
4"-22.5°
EL W / TB
4"-45°
EL W / TB
4"-45°
EL W / TB
4"-22.5°
EL W / TB
4"-11.25°
EL W / TB
4"-22.5°
EL W / TB
4"-11.25°
EL W / TB
4" x 4" x 3" TEE
W / TB 4"-45°
EL W / TB
4"-45°
EL W / TB
4"-11.25°
EL W / TB
4"-22.5°
EL W / TB
4"-11.25°
EL W / TB
4" TEE
W / TB
4"
4"
4"
4"-45°
EL W / TB
4"-45°
EL W / TB
4"-22.5°
EL W / TB
4"-22.5°
EL W / TB
4" x 3" x 3" TEE
W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-45°
EL W / TB
3"-22.5°
EL W / TB
4"
8" x 8" x 4" TEE
W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8" x 4" x 6" TEE
W / TB
4"-11.25°
EL W / TB
4"-11.25°
EL W / TB
4"-11.25°
EL W / TB
6"-11.25°
EL W / TB
6"
3"
6" x 6" x 3" TEE
W / TB
6"-11.25°
EL W / TB
6"-11.25°
EL W / TB
6" 3"
6" x 6" x 3" TEE
W / TB
6"-11.25°
EL W / TB
3" TEE
W / TB
6"-11.25°
EL W / TB
6"-45°
EL W / TB
6"-45°
EL W / TB
3"
6" x 6" x 3" TEE
W / TB
3"
3"
3" TEE
W / TB 3"-11.25°
EL W / TB
6"-11.25°
EL W / TB
6"-11.25°
EL W / TB6"
6"-45°
EL W / TB
6"-45°
EL W / TB
6"-45°
EL W / TB
6"-45°
EL W / TB
3"-11.25°
EL W / TB
3"-45°
EL W / TB
3"
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
3"-11.25°
EL W / TB
2"
23-18
21 "
11"
11"
3"-45°
EL W / TB
3" 8" x 8" x 3" TEE
W / TB
3"-11.25°
EL W / TB
3"
3"-22.5°
EL W / TB
3" TEE
W / TB
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
2 1"
2"2"
11"
11"
11"
11"
11 "
2"
11"
11 "
3"
2 1"
21 "
2"
11"
11"
11"
11"
11 "
11"
21"
11"
11"
11"
11 "
2"
11"
11"
11"
11"
1-1/2"
30-9
2"
30-8
2"
30-7
11 "
11"
21"
11"
2"2"11"
11"
11"
11 "
11"
3"21 "
21"
2"
2"
11 "
11"
2"
30-4
2"
11 "
11"
1-1/2"
30-3
11"
3"
3"
3"
3"
3" 3"
3"
3"
3"
11"
11"
11"
11"
11"
11 "
11 "
11 "
2 2"
21"
2 21 "
11"
11"
11"
11"
3" 11 "
4 11"
11"
21 "
21 "
11 "
3"
11"
11"
3" 2"
2"
21"
11"
11 "
11"
2"
11"
11 "
11"
11"
3"
3" 3"-45°
EL W / TB
11 "
11"
2"
11 "
411 "
411"
4 11"
411 "
3"11"
211"
411"
11"
4 21 "
11 "
2" 11 "
4 11 "
2 11"
2 1"
11 "
11"
11"
11"
11"
11 "
11 "
11"
11"
11"
3"
3"
21 "
2 1"
11 "
2"
11"
11"
11"
411"
11"
11 "
11"
11 "
3"
2" 2"11 "
11"
11"
11"
11"
11"
11"
11"
11 "
11 "
8"
151515
151515
21 "
2"
11"
11"
11 "
11"
11"
11 "
11"
2"
7-24
3"
2"
2"
11"
11 "
11"
2"
11 "
11"
11 "
2" 7-2
-14 14
2 1"
2"
11"
11"
11 "
11"
11"
2"
20-4
2"
11 "
11"
11"
2"
20-3
8"
2"
11"
11 "
11 "
4 11 "
1-1/2"
20-1
21 "
11 "
11 "
2"
30-2
2"
11 "
1-1/2"
30-1
3"
4"
11"
6"
4"
3"3" 3"
3"
3"3"
3"3"3"3"3"
8"
3"
3"
3"
3"
4"
4" 3"
3"
3"
3"
3"
3"
3"
3" 3" 3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
3"
11 "
11"
11 "
11"
211"
11"
3"
3"
11 "
11 "
2"
11"
11"
2"
15-23
2"
11"
2 1"
3"
3"
2"
2"
11"
11 "
11 "
3"
3"
21"
2"
2"
2"
11"
3"
11"
11"
2 1"
11"
11"
2"
11"
2"
11 "
11"
11"
11"
11"
25 11"
11"
3"
25 11 "
3"
3"
21 "
2"
2"
11"
11"
2"
24-16
11"
11"
11 "
11"
411"
3"
3"
2"
11 "
11"
11"
11"
3" 2"
2"
11"
2 11 "
11"
4 11"
3"
2"
11 "
11"
2"
11"
11"
11"
21 "
2"
11 "
11 "
2"
11 "
21"
2"
11"
11"
11"
2"
2"
11"
11 "
2"
11"
11"
1-1/2"
22-10
11"
11 "
11"
2511"
11"
2"
11"
11"
1-1/2"
21-3
2 1"
11"
3"-45°
EL W / TB
21"
2 1"
2"
11"
11"
11"
11"
3"
3"
2 1"
2"
2"
11"
11 "
11"
11 "
2"
2"
11"
11"
252525
1-1/2"
30-25
3"
21 "
2 1"
2"
11"
11"
11 "
11 "
11"
2"
30-24
3" 3"
3"
11"
11"
2"
11"
11"
3"
3"
3"
3" 3"
3"
3"
3"
2 1"
2"
11"
211"
11"
11"
3"
3"21"
21"
2"
11"
11"
2"
29-22
11"
3"3"
2 1"
11"
2 11 "
411 "
11"
2"
22-10
3" 11 "
2 1"
211"
2"
2"
11"
11"
11"
11"
2"
16-24
2"
2"
2"
2"11 "
11 "
211"
11"
11"
1-1/2"
16-23a
1-1/2"
16-22b
11"
1-1/2"
16-22a
153"
3"
2"
9-10
1"
9-11
1"
9-12
3"
2 1"
2 1"
2"
11"
11"
2" 7-1
2 1"
2"
2"
2"
11 "
11"
11"
2" 7-4
11"
1-1/2"
7-3
1" 9-3
11 "
11 "
411"
1" 9-4
11 "
11 "
3"
3" 11 "
11"
3"
21"
2"
11"
11"
11"
2" 9-6
2"
11"
11"
11"
1" 9-7
11"
11"
11"
11"
1" 9-8
11"
1" 9-9
3"
11"
11 "
11"
11"
11"
2" 11-1
- 2" 11-2
2"
11-3
3"3"
11"
4 11"
11"
4 11"
11"
11 "
6"
3"
11"
4 2 1"
2"
2"
11"
11"
11"
11"
2"
10-7
2" 2"
11 "
11 "
11 "
11"
15 15
2 1"
2 11"
11 "
11"
11 "
2 11"
2"
1-1/2"
10-8
2" 2"
11 "
11"
11 "
11 "
3"
3"
3" 2 1"
2 1"
2"
2"
11"
11"
11"
11 "
2"
10-11
2"
2"
11"
11"
2"
10-10
11"
11 "
2"
10-9
1"
13-11
11"
411"
2"
13-13
11"
11 "
2"
13-14
3"
3"
11"
21 "
2"
2"
11"
2"
13-15
3"
11 "
11"
2"
11"
11 "
11"
11"
2"
13-16
21 "
2 1"
2"
11"
11 "
1"
13-10
- 1"
13-12
21"
11"
11"
11"
11"
2"
11 "
11"
11"
11 "
2"
18-25
2"
18-31
2" 2"
11"
11"
11 "
2"
11 "
11"
11"
11"
1-1/2"
18-26
2"
11"
11"
11 "
11"
11 "
2"
18-30
EXISTING RCV,
AIR VACUUM RELIEF VALVE
AND ISLOATION GATE VALVE
1-1/2"
18-29
2"
11"
11"
11"
11 "
1-1/2"
18-28
11"
11 "
1-1/2"
18-27
2"
18-32
3"
3"
21 "
2"
11"
11"
11"
11"
2 1"
11 "
11"
2" 11"
11"
11"
11"
1-1/2"
18-33
3"
11 "
2 11"
2"
11"
11"
3"
2 1"
2"
11"
11"
11"
11"
2"
20-30
2"
11"
11"
2"
20-31
3"
11 "
11 "
2"
11"
11"
2"
20-32
11"
11"
2 11"
2"
20-33
11"
3"
3"
21 "
11"
2"
11"
11 "
11"
11"
2"
26-19
3"
11"
11 "
411"
11 "
2"
26-20
21 "
2 2"11"
11"
11"
2"
26-21
3" TEE
W / TB
3"
4"-22.5°
EL W / TB
3"
2"
11"
11"
11"
11 "
11"
2"
11"
411 "
11"
11 "
11"
1"
28-28
21"
2"
11"
2"
30-27
3"
21"
2"
11"
11"
11"
2"
30-26
2"
3"
3"
3" 21 "
11 "
11"
11 "
11"
11 "
11"
11 "
3"
2 1"
2 1"
2"
11 "
11"
10 10 10
3"
21"
221 "
11 "
11"
11 "
11"
11"
11"
3"
21"
11 "
11"
11"
11 "
3"
3"
21 "
2"
2"
11"
11"
3"
2 1"
2"
11"
11 "
2"
2"
11 "
11"
4 11 "
11 "
11"
11"
11"
11"
11"
21"
2 1"
11"
21 "
21 "
11"
11"
11"
11"
11"
11"
2 1"
3"
3"
11"
11 "
2 1"
11 "
11"
2"
2"
11 "
1"
15-1
2" 11"
2 11 "
11"
11"
3"
2 1"
11 "
11 "
11"
11"
11 "
11"
2"
2"
21 "
21"
2"
11"
11"
2 1"
2 11"
4 2"
2"
11"
11"
2"
24-4
2" 24-2
2 1"
2 2 1"
2"
2"
11"
11"
3"
21 "
2"
2"
11"
11"
11"
2"
2"
11"
11"
11 "
11 "
8"
3"-45°
EL W / TB
2 1"
2 1"
11"
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
4"
4" 4"
PLANT SCHEDULE
SYMBOL QTY BOTANICAL NAME SIZE
62 ELM LARGE
40 OAK MEDIUM
41 LOCUS MEDIUM
18 SPRUCE MEDIUM
925,138 SF TURF N/A
SECTION 1
SECTION 2
SECTION 5
SECTION
MC
SECTION
P
SECTION
R
SECTION
S
SECTION Q
SECTION
MA
SECTION 10
SECTION 13
SECTION 15-18
SECTION 14
SECTION 12 SECTION 11
SECTION 3
SECTION 4
SECTION 8
SECTION 27
SECTION 26
SECTION 28A
SECTION 28B
SECTION 28C
SECTION 28
SECTION 29
SECTION 30
SECTIONS 30A-30D
SECTION 31
SECTIONS 62&64
SECTIONS 66-76
SECTIONS 34&35
SECTIONS 32&33
SECTION 45
SECTIONS 47&48
SECTIONS 56-59
SECTIONS 61&62
SECTIONS 25
SECTION
X
SECTIONS 6&7
S
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
W
AR
AR
AR
AR
AR
AR
AR
AR
AR
AR
AR
AR
AR
AR
AR
RELOCATE 1,950-FEET OF 4-INCH MAINLINE PIPE TO BACK OF WALL, SAME
AMOUNT OF PVC LATERAL PIPE 1-2.5" SIZE, AND 100 SHORT RADIUS ROTOR
SPRINKLERS, AND 25 2-IINCH REMOTE CONTROL VALVE ASSEMBLIES.
REPAIR 50-FEET OF 10-INCH PVC PIPE, COORDINATE WITH BOX CULVERT ,
COORDINATE WITH SHEET CD111.
COORDINATE WITH LAKE DRAW DOWN FOR WET WELL AND PUMP INTAKE
INSTALLATION
PUMP STATION C NEW INTAKE LOCATION
PUMP STATION "C"
8" 8"
8" 8"
6"
10"
10"
10" 10"
6"
6"
4"
4"
4"
4"
4"
6"
6"
6"
6"
6"
6" 6"
6" 6"
6"
6"
6"
10" 10" 10" 3"2.5"2"1.25"
3"
2.5" 2.5" 2"
3"
1.5"
2.5"
2.5"
2"
3"
2"
2"
2"
1.25"
1.25"
2.5"
2"1.25"
3"
3"
3"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
3"
2.5"
2.5"
1.5"
1.5"
2.5"
1.5"
2"
1.5"
3" 2"
2"
1.5"
1.5"
3"
2"
2"
1.5"
1.5"
3" 2"
2"
1.25"
1.5"
3"2"
2"
1.25"
1.25"
3"
2.5"2"1.5"
3"
2.5"
2"
1.5"
3"
2"
2"
1.25"
1.25"
3"
2"
2"
1.25"
1.25"
3"
2.5"
2"
1.5"
3"
2"
2"
1.25"
1.25"
3" 2.5"2"1.5"
2.5"
1.25"
2"
1.25"
2.5"
2"
1.5"
3"
2.5"
2"
1.25"
3" 2.5" 2" 1.5"
3" 2.5" 2" 1.25" 3" 1.5"
2.5"
2"
1.5" 3"
2.5" 2" 1.5"
2"
1.5"
1.5"
3"
2.5"
2.5"
2"
2.5" 2" 1.25"2"
1.5"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
3"
2.5"2"1.5"
3"
2.5"
2"
1.25"
1.25"
3"
2"
2"
1.25"
1.25"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.5"
3"
1.25"
2.5"
2"
1.25"
3"
2.5"
2"
1.5"
3"
2.5"
2"
1.5"
3"
2.5"
2"
1.5"
3"
2.5"
1.25"1.25"
1.25"
2"
1.25"
2.5"
2"
1.5"
3"
2.5"
2"
1.5"
3"
2.5"
2"
1.25"
2.5"
2"
1.25"
2"
1.25"
2.5"
2"
1.5" 1.5"
3"
2.5"
2"
1.25"
1.25"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.5"
3"
1.25" 2.5" 2" 1.25"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.5"
3"
2.5"
2"
1.5"
3"
2.5"
2"
1.5"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.5"
3"
2" 2"1.25" 1.25"
2"
1.25"
3"
2"
2"
1.25"
1.25"
3"
2.5"
1.25" 2"
1.25"1.25"
1"
1"
1"
1"
1"
1"
3"1.5"
2.5"
2"
1.5"
1.5"
20 20 20 20
2020 20 20
20 20 20 20
20 20 20 20 20 20 20
20202020202020
20202020
Q
Q
Q Q
Q
Q
Q
Q
Q
Q
Q
Q
Q Q
Q
QQQQQQQQ
A
B C
2020202020202020
20202020202020
202020202020
20 20 20 20 20 20
20 20 20 20 20
20 20 20 20
20 20 20 20 20
20 20 20 20 20
20 20
20 20
20 20
20 20
2020202020
20 20202020
20 20202020
20 20 20202020
20 20 20202020
20 20 20202020
20 20 20202020
20 20 20202020
20 20 20202020
20 20 20202020
20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20 20
20 20
20 20 20
20 2020 20
20 20 2020
20 202020
20 20 2020
20 20 20
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
DENVER, COLORADO
888-043
FORT LOGAN
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:
Jacobs Bill Romzick
(989) 745-1048
Architect:
Fourfront James Lushbough
(605) 342-9470
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
MEP, Fire, Landscape RCDD:
APOGEE Consulting Mark Norris
(919) 535-3819
Surveying & GPS:
Survey Systems Matt Nichols
(303) 419-6343
Environmental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 215
CCT RWB11-03-2022
LI002
Ce rti f ie d Irrigat ion Designer
I R R
I G AT I ON A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
OVERALL IRRIGATION PLAN
OVERALL IRRIGATION
15 15
11 "
2"
11 "
11 "
11 "
11 "
252525252525252525
25 20
20202020
15151515
151515
15 15
21 "
11 "
11 "
2"
25-36
3"
11 "
211 "
4 2" 11 "
2 11 "
2"
25-35
2"
25-34
2 1 "
2"
2"
11 "
11 "
11 "
11 "
2"
25-33
21 "
2"
11 "
11 "
2"
25-32
3"
2" 11 "
22"11 "
211 "
2"
25-31
2 1 "
2"
11 "
11 "
11 "
2"
25-30
2 1 "
11 "
11 "
11 "
211 "
11 "
11 "
11 "
11 "
11 "
11 "
4 2"
25-1
3"
3"
2 1 "
2"
11 "
11 "
2" 25-2
2"
25-3
2 1 "
22"
11 "
11 "
11 "
2" 25-4
3"
11 "
11 "
11 "
2"
11 "
11 "
11 "
8"
8"
3"
8"
3"
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
8" x 8" x 3" TEE
W / TB
8" x 8" x 3" TEE
W / TB
8"-45°
EL W / TB
8"
8"-45°
EL W / TB
3"
3"-45°
EL W / TB
3"-45°
EL W / TB
3"3"3"3"
8"
8"
SECTION 4
SECTIONSECTION
SECTION
SECTION
SECTION
6"
6" 6"
2.5"2"1.5"
1.25"1.5" 3"
2.5"
2"
1.5"
3"
2.5"
2"
1.5"
3"
2.5"
2"
1.5"
3" 1.25"
1.25"
2"
1.25" 2.5"
2"
1.5"
3"
2.5"
2"
1.5"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.5"
3"
1.25" 2.5" 2" 1.25"
3"
2.5"
2"
1.25"
3" 3"
2.5"
2"
1.5"
3"
2.5"
2"
1.5"
1.5"
20 20 20 20 20
2020202020
B C
B8
2"
B3
2"
20 20
20 20 2020
20 202020
B11
2"
B10
2"
B9
2"
B7
1.5"
B6
2"
B5
2"
B4
2"
B1
2"
B2
2"
C1
2"
C2
2"
C3
2"
C4
2"
-4
PHASE 1A BASE BID DOCUMENTS
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
DENVER, COLORADO
888-043
FORT LOGAN
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:
Jacobs Bill Romzick
(989) 745-1048
Architect:
Fourfront James Lushbough
(605) 342-9470
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
MEP, Fire, Landscape RCDD:
APOGEE Consulting Mark Norris
(919) 535-3819
Surveying & GPS:
Survey Systems Matt Nichols
(303) 419-6343
Environmental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 215
CCT RWB11-03-2022
LI101
Ce rti f ie d Irrigat ion Designer
I R R
I G AT I ON A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
NORTH
IRRIGATION PLAN
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
MATCHLINE SEE SHEET LI103
KEY MAP NTS
LI107
LI101 LI102
LI103 LI104
LI105 LI106
LI107
LEGEND
Q
C
2"
A B C
P
15 15
151515
15 15
15 15
25 25
2"
15 15
15 15
252525252525252525
25 25
20 20
202020202020
202020
2 1 "
2 11 "
11 "
11 "
2"
25-22
21 "
2 11 "
11 "
11 "
11 "
11 "
11 "
2"
25-24
3"
11 "
11 "
3"
21 "
2"
2"
11 "
11 "
11 "
2"
25-23
2 1 "
2"
2"
11 "
11 "
11 "
11 "
2"
25-33
21 "
2"
11 "
11 "
2"
25-32
3"
2" 11 "
2 11 "
42"11 "
211 "
2"
25-31
2 1 "
2"
11 "
11 "
11 "
2"
25-30
2"
11 "
11 "
11 "
2"
25-29
2 1 "
2"
2" 11 "
11 "
11 "
2"
25-28
3"
2"
11 "
11 "
11 "
2"
11 "
11 "
2"
25-27
3"
2" 11 "
11 "
2"11 "
11 "
2"
25-26
2 1 "
11 "
11 "
2"
11 "
11 "
2"
25-25
2"
25-3
2 1 "
22"
11 "
11 "
11 "
2 11 "
2" 25-4
2"
25-6
2 1 "
11 "
11 "
11 "
11 "
2 11 "
11 "
3"
2"
11 "
11 "
2"
11 "
11 "
2" 25-5
1 "
8"
8"
8"
3" 8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
W / TB
8" x 8" x 3" TEE
W / TB
8"
3"
8" x 8" x 3" TEE
W / TB
3"-45°
EL W / TB
3" TEE
W / TB
4"
8" x 8" x 4" TEE
W / TB
8"-11.25°
EL W / TB
8"-11.25°
EL W / TB
TYP
3"
3" 3"-45°
EL W / TB
3"
3"3"
3"3"3"3"
11 "
3"
3"
21 "
2 2"11 "
11 "
SECTION
SECTION
SECTION
SECTION
REPAIR SPRINKLERS AND LATERAL
PIPE WITHIN DEMOLITION BOUNDARY
TO MATCH EXISTING AFTER
CONSTRUCTION
4"
4"
6"
6" 6"
6"
6"
6"
2.5"2" 3"
2.5"2"1.5"
2.5"
1.25"
2"
1.25"
2.5"
2"
1.5"
2.5"
2"
1.25"
2"
1.25"
2.5"
2"
1.5" 1.5"
3"
2.5"
2"
1.25"
1.25"
3"
2.5"
2"
1.25"
3"
1.25" 2.5" 2" 1.25"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.5"
3"
2.5"
2"
1.5"
3"
2.5"
2"
1.5"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.5"
3"
2" 2"1.25" 1.25" 20 20 20 20 20 20
202020202020
Q
Q
Q
Q
B C
20 20
C10
2"
C9
1.5"
C8
2"
C11
2"
C1
2"
C2
2"
C3
2"
C4
2"
C7
2"
C6
2"
C5
2"
-4
PHASE 1A BASE BID DOCUMENTS
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
DENVER, COLORADO
888-043
FORT LOGAN
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:
Jacobs Bill Romzick
(989) 745-1048
Architect:
Fourfront James Lushbough
(605) 342-9470
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
MEP, Fire, Landscape RCDD:
APOGEE Consulting Mark Norris
(919) 535-3819
Surveying & GPS:
Survey Systems Matt Nichols
(303) 419-6343
Environmental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 215
CCT RWB11-03-2022
LI102
Ce rti f ie d Irrigat ion Designer
I R R
I G AT I ON A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
NORTH
IRRIGATION PLAN
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
MATCHLINE SEE SHEET LI104
LI107
LI101 LI102
LI103 LI104
LI105 LI106
LI107
LEGEND
Q
C
2"
A B C
P
1 "
W
SECTIONS 6&7
SECTION
SECTION
SECTION
6"
6"
6"
6"
6"
2"
1.25"
2.5"
3"
2.5"
2"
3"
2"1.25"
3"
2"
2"
1.25"
1.25"
3"
2.5"
2"
1.5"
1.25"
3"
2"
2"
1.25"
1.25"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.5"
3"
1.25"
2.5"
2"
1.25"
3" 3" 3"
3"
2.5"
1.25"
2"
1.25"
1.25"
1.25"
3"
3"
2.5"
2"
1.5"
1.5"
2.5"
2"
1.5"
Q
Q Q
20 20
20 20
B18
2"
B19
2"
B20
2"
B21
2"
B17
2"
B15
2"
B8
2"
20 20
20 20
20 20
20 20 2020
B13
2"
B12
2"
B16
2"
B14
2"
B11
2"
B10
2"
B9
2"
20 20
20 20
PHASE 1A BASE BID DOCUMENTS
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
DENVER, COLORADO
888-043
FORT LOGAN
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:
Jacobs Bill Romzick
(989) 745-1048
Architect:
Fourfront James Lushbough
(605) 342-9470
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
MEP, Fire, Landscape RCDD:
APOGEE Consulting Mark Norris
(919) 535-3819
Surveying & GPS:
Survey Systems Matt Nichols
(303) 419-6343
Environmental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 215
CCT RWB11-03-2022
LI103
Ce rti f ie d Irrigat ion Designer
I R R
I G AT I ON A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
NORTH
IRRIGATION PLAN
MATCHLINE SEE SHEET LI101
M
ATC
H
LIN
E SEE SH
EET LI104
MATCHLINE SEE SHEET LI105 MATCHLINE SEE SHEET LI106
LI107
LI101 LI102
LI103 LI104
LI105 LI106
LI107
LEGEND
Q
C
2"
A B C
P
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
SECTION
6"
4"
4"
4"
6"
6"
6"
6"
6"
6"
2"
1.25"
1.25" 1.25" 1.25" 1.25" 1.25" 1.25"
3"
2.5"
2.5"
1.5"
1.5"
2.5"
1.5"
2"
1.5"
3" 2"
2"
1.5"
1.5"
3"
2"
2"
1.5"
1.5"
3" 2"
2"
1.25"
1.5"
3"2"
2"
1.25"
1.25"
3"
2.5"2"1.5"
3"
3"
2"
3" 2.5"2"1.5"
2.5"
1.25"
1.25"
3"
2"
2"
1.25"
1.25"
3"
1.25"
2.5"
2"
1.25"
3"
2.5"
1.25"
1.25"
1.25"
2" 1.25" 2.5" 2" 1.25" 2" 2"1.25" 1.25"
2"
1.25"
3"
2"
2"
1.25"
1.25"
3"
2.5"
1.25" 2"
1.25"1.25"
1.25"
3"
3" 2"
2"
1.25"
1.25"
2.5" 1.25"
2"
1.25"
2.5"
1.25"
2"
1.25"
2.5"
2"
1.25"
1.25"
2.5"
1.25"
2"
1.5"
2.5"2.5"
1.5"
2"
1.5"
3"1.5"
2.5"
2"
1.5"
20 20 20 20 20 20 20
20202020202020
Q
Q
Q
Q
Q
Q Q
2020202020
20 20202020
20 20202020
20 20 20202020
20 20 20202020
20 20 20202020
20 20 20202020
20 20 20202020
C30
2"
C29
2"
C28
2"
C31
2"
C25
2"
C26
2"
C27
2"
C24
2"
C23
2"
C22
2"
C21
2"
C20
2"
C19
2"
C18
2"
B8
2"
C12
2"
C13
2"
C14
2"
B12
2"
B11
2"
B10
2"
B9
2"
20 20 2020
20 20 20
C17
1.5"
C16
2"
C15
2"
PHASE 1A BASE BID DOCUMENTS
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
DENVER, COLORADO
888-043
FORT LOGAN
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:
Jacobs Bill Romzick
(989) 745-1048
Architect:
Fourfront James Lushbough
(605) 342-9470
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
MEP, Fire, Landscape RCDD:
APOGEE Consulting Mark Norris
(919) 535-3819
Surveying & GPS:
Survey Systems Matt Nichols
(303) 419-6343
Environmental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 215
CCT RWB11-03-2022
LI104
Ce rti f ie d Irrigat ion Designer
I R R
I G AT I ON A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
NORTH
IRRIGATION PLAN
MATCHLINE SEE SHEET LI102
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
MATCHLINE SEE SHEET LI106
LI107
LI101 LI102
LI103 LI104
LI105 LI106
LI107
LEGEND
Q
C
2"
A B C
P
4"
SECTION
SECTION
SECTION
8" 8"
8"
6"
3"2.5"2"1.25"
3"
2.5" 2.5" 2"
3"
1.5"
2.5"
2.5"
2"
2"
1.5"
3"
2.5"
2"
1.25"
3" 2.5" 2" 1.5"
3" 2.5" 2" 1.25"
3" 1.5"
2.5"
2"
1.5" 3"
2.5" 2" 1.5"
2"
1.5"
1.5"
3"
2.5"
2.5"
2"
2.5" 2" 1.25"2"
1.5"
2.5"2"1.5"
1"
1"
1"
1"
1"
1"
3"1.5"
2.5"
2" 1.5"
1.5"
1.25" 1.25"
2.5"2"1.5"
2.5"2" 1.5"
2.5"2"1.5"
3" 2.5"2"
1.5"
2"1.5"
20 20 20 20
2020 20 20
20 20 20
202020
Q
A
202020202020
2020202020
20202020
20 20 20 20
20 20 20
20 20 20 20
20 20 20 20 20
20 20 20 20 20
A10
2"
A11
2"
A12
2"
A13
2"
A1
2"
A2
2"
A3
2"
A4
2"
A7
2"
A6
1.5"
A5
2"
A8
2"
A9
1.5"
12 12
PHASE 1A BASE BID DOCUMENTS
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
DENVER, COLORADO
888-043
FORT LOGAN
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:
Jacobs Bill Romzick
(989) 745-1048
Architect:
Fourfront James Lushbough
(605) 342-9470
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
MEP, Fire, Landscape RCDD:
APOGEE Consulting Mark Norris
(919) 535-3819
Surveying & GPS:
Survey Systems Matt Nichols
(303) 419-6343
Environmental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 215
CCT RWB11-03-2022
LI105
Ce rti f ie d Irrigat ion Designer
I R R
I G AT I ON A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
NORTH
IRRIGATION PLAN
MATCHLINE SEE SHEET LI103
M
ATC
H
LIN
E SEE SH
EET LI106
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
LI107
LI101 LI102
LI103 LI104
LI105 LI106
LI107
LEGEND
Q
C
2"
A B C
P
SECTION
SECTION
SECTION
SECTION
8"
6"
4" 3"
3"
2"
2"
2"
1.25"
1.25"
2.5"
2"1.25"
3"
3"
3"
2.5"
2"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25"
2.5"
2"
1.25" 2"
1.5"
3"
2.5"
2"
1.25"
3"
2.5"
2"
1.25"
3"
2.5"
3"
2.5"
2"
1.25"
1.25"
3"
2"
2"
1.25"
1.25"
3" 2.5"2"
3"
1.25" 2.5"
2"
2"
1.25"
3"
2.5"
2.5"
2.5"
2.5"2"1.25"
3"
3"
3"
3"2.5"2"
2.5"
2.5"2"1.5"
20 20
Q
Q QQ
Q
20202020
20202020
20202020
20 20 20 20
20 20 20
20 20
A10
2"
A11
2"
A12
2"
A13
2"
A22
2"
A23
2"
A24
2"
A25
2"
A21
2"
A20
2"
A19
2"
A18
2"
A14
2"
A15
2"
A16
2"
A17
2"
20 20 20202020
20 20 20202020
C38
2"
C37
2"
C36
2"
C35
2"
C34
2"
C33
2"
C32
2"
2"
2"
2"
PHASE 1A BASE BID DOCUMENTS
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
DENVER, COLORADO
888-043
FORT LOGAN
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:
Jacobs Bill Romzick
(989) 745-1048
Architect:
Fourfront James Lushbough
(605) 342-9470
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
MEP, Fire, Landscape RCDD:
APOGEE Consulting Mark Norris
(919) 535-3819
Surveying & GPS:
Survey Systems Matt Nichols
(303) 419-6343
Environmental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 215
CCT RWB11-03-2022
LI106
Ce rti f ie d Irrigat ion Designer
I R R
I G AT I ON A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
NORTH
IRRIGATION PLAN
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
MATCHLINE SEE SHEET LI104
LI107
LI101 LI102
LI103 LI104
LI105 LI106
LI107
LEGEND
Q
C
2"
A B C
P
16 4" 10"
3"
2.5"
3"2.5"2.5"
2"
2.5"
2.5" 2" 2" 1.5" 1.5" 1.25" 1.25"
Q
QQQ
A
A1
2"
A2
2"
A3
2"
2"
2"
15 15
11 "
11 "
11 "
11 "
4 11 "
2"
15-32
1"
15-1
4" SECTION 14
10"10"2.5" 2.5" 2" 2" 1.5" 1.5" 1.25" 1.25" 2"1.5"1.5"1.25"1.25"
QQQ
2"
25 25 25 25
25 25 25 25
20 20
20 20
20 20 20 20
15 15 15
202020
3"3" 2"
11"
11 "
2"
11 "
11 "
2"
15-28
3" 2"
11 "
11 "
2"
11 "
11 "
3"
2"
11 "
11 "
2"
11 "
11 "
2"
15-26
2"
15-24
3"
3"
11 "
11"
2"
11"
211 "
2"
15-27
3"
2"
11 "
11 "
11 "
11 "
11 "
2"
15-31
3"
2 1 "
22"
11 "
11"
2"
15-30
- 3"3"
3"
2 1 "
2"
11 "
11"
2"
15-29
3"3"
2 1 "
2"2"11 "
2"
15-22
2"
11 "
2"
15-25
11 "
11 "
11"
11 "
4 11 "
3"
11 "
11 "
11 "
11 "
211 "
11 "
3"
3"
11 "
11 "
2"
11"
11 "
2"
15-23
2"
11 "
11 "
153"
W 4"
SECTION 15-18W
AR
AR
AR
AR
IRRIGATION PUMP "C" APPROX LOCATION,
COORDINATE EXACT LOCATION WITH CIVIL
110 MIN PSI, 1,000MIN GPM
480V 3PHASE
PUMP STATION C NEW INTAKE LOCATION
EXISTING BOTTOM ELEVATION AS BULTS SHOWN
AS 5418'
CAP MAINLINE PIPE AND LATERAL
PIPE. TERMINATE EXISTING
MAINLINE IN QUICK COUPLING
VALVE AND THRUST BLOCK
3"
2.5"
2"
1.25"
2"
2"
2"
1.25"
2.5"
2"
1.25"
1.25"
3" 3" 2.5" 2.5" 2" 2" 1.5" 1.5" 1.25" 1.25"
2.5"1.25"
1.25"
P
Q
2"
2"
1.5"
2"
2"
1"
3" 3" 3"
10"
10"
3"
INSTALL DR11 HDPE PIPE FROM PUMP STATION
DISCHARGE PIPE TO 10-INCH PVC PIPE ON THE
SOUTHERN PROPERTY BOUNDARY AS SHOWN.
USE DIRECTIONAL BORING METHODS TO AVOID
THE EXISTING IRRIGATION , STORM DRAIN AND
ROAD. MAKE THE PUMP STATION END
CONNECTION USING BUT WELDED HDPE FLANGE
ADAPTOR. CONNECT TO THE PVC END BY
TRANSITIONING FROM HDPE TO PVC WITH A
ROMAC HP COUPLING ADAPTOR PRIOR TO THE
DUCTILE IRON TEE.
COORDINATE THIS AREA WITH THE ROAD, NEW
MAINLINE AND STORM DRAIN CONSTRUCTION. IF
POSSIBLE IT WOULD BE BEST TO PROTECT IN
PLACE, CONTRACTOR IS RESPONSIBLE FOR
RECONSTRUCTION OF PIPE, WIRE, SPINKLERS,
VALVES AND RELATED IRRIGATION DUE TO
OTHER CONSTRUCTION ACTIVITIES. LINES
REPLACED WILL BE SLEEVED UNDER THE NEW
ROAD.
CONTRACTOR TO CONSTRUCT COFFER DAM OR ALTERNATE
APPROVED METHOD TO PLACE THE INTAKE PIPE AT THE INVERT
ELEVATION OF 5421' BACKFILL COFFER DAM AFTER PIPE
INSTALLATION TO EXISTING GRADE.
PHASE 1A BASE BID DOCUMENTS
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
DENVER, COLORADO
888-043
FORT LOGAN
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:
Jacobs Bill Romzick
(989) 745-1048
Architect:
Fourfront James Lushbough
(605) 342-9470
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
MEP, Fire, Landscape RCDD:
APOGEE Consulting Mark Norris
(919) 535-3819
Surveying & GPS:
Survey Systems Matt Nichols
(303) 419-6343
Environmental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 215
CCT RWB11-03-2022
LI107
Ce rti f ie d Irrigat ion Designer
I R R
I G AT I ON A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
NORTH
IRRIGATION PLAN
M
AT
C H
LI
N
E
TH
IS
S
H
EE
T A
M
AT
C H
LI
N
E
TH
IS
S
H
EE
T A
M
AT
C H
LI
N
E
TH
IS
S
H
EE
T B
M
AT
C H
LI
N
E
TH
IS
S
H
EE
T B
M
AT
C H
LI
N
E
SE
E
SH
EE
T
LI
LI107
LI101 LI102
LI103 LI104
LI105 LI106
LI107
LEGEND
Q
C
2"
A B C
P
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
DENVER, COLORADO
888-043
FORT LOGAN
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:
Jacobs Bill Romzick
(989) 745-1048
Architect:
Fourfront James Lushbough
(605) 342-9470
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
MEP, Fire, Landscape RCDD:
APOGEE Consulting Mark Norris
(919) 535-3819
Surveying & GPS:
Survey Systems Matt Nichols
(303) 419-6343
Environmental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 215
CCT RWB11-03-2022
LI501
Ce rti f ie d Irrigat ion Designer
I R R
I G AT I ON A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
1 AIR/VACUUM RELIEF VALVE
ASSEMBLY N.T.S. 2 ISOLATION GATE VALVE
ASSEMBLY N.T.S. 3 QUICK COUPLING VALVE
ASSEMBLY N.T.S.
4 REMOTE CONTROL VALVE
ASSEMBLY N.T.S.
IRRIGATION DETAILS
192 217
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
DENVER, COLORADO
888-043
FORT LOGAN
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:
Jacobs Bill Romzick
(989) 745-1048
Architect:
Fourfront James Lushbough
(605) 342-9470
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
MEP, Fire, Landscape RCDD:
APOGEE Consulting Mark Norris
(919) 535-3819
Surveying & GPS:
Survey Systems Matt Nichols
(303) 419-6343
Environmental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 215
CCT RWB11-03-2022
LI502
Ce rti f ie d Irrigat ion Designer
I R R
I G AT I ON A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
1 POP-UP SPRAY SPRINKLER
ASSEMBLY N.T.S. 2 POP-UP ROTOR SPRINKLER
ASSEMBLY N.T.S. 3 POP-UP ROTOR SPRINKLER
ASSEMBLY IN IRRIGATION AISLE N.T.S.
4 SPRINKLER PLACEMENT
DETAIL - PRE-PLACED CRYPTS N.T.S. 5 SPRINKLER PLACEMENT
DETAIL - IN-GROUND CREMAINS N.T.S.
IRRIGATION DETAILS
54" MIN.
1'
>54"
>54"
IRRIGATION
AISLE BOUNDARY VARIES
8"
4'
62"
193 217
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
DENVER, COLORADO
888-043
FORT LOGAN
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:
Jacobs Bill Romzick
(989) 745-1048
Architect:
Fourfront James Lushbough
(605) 342-9470
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
MEP, Fire, Landscape RCDD:
APOGEE Consulting Mark Norris
(919) 535-3819
Surveying & GPS:
Survey Systems Matt Nichols
(303) 419-6343
Environmental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 215
CCT RWB11-03-2022
LI503
Ce rti f ie d Irrigat ion Designer
I R R
I G AT I ON A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
1 CONTROLLER
ASSEMBLY N.T.S. 2 CONTROLLER GROUNDING
DETAIL N.T.S. 3 DECODER CABLE FUSE DEVICE
ASSEMBLY N.T.S.
4 FLOWER WATER STATION
ASSEMBLY N.T.S. 5 JOINT RESTRAINT
DETAIL N.T.S. 6 THRUST BLOCK
DETAIL N.T.S.
IRRIGATION DETAILS
PLAN VIEW
A. IRRIGATION CONTROLLER ASSEMBLY
B. UL LISTED 5/8" X 10' COPPER-CLAD
GROUNDING ROD
C. UL LISTED 4" X 8' COPPER GROUNDING PLATE
D. POLYMER 9" ROUND VALVE BOX WITH COVER
E. CADWELD CONNECTION: PAIGE ELECTRIC
F. 3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL
G. BRICK (1 OF 4)
H. #6 AWG INSULATED SOLID COPPER WIRE. NO
SHARP BENDS.
I. SPHERE OF INFLUENCE
J. EARTH CONTACT MATERIAL, POWERSET© OR
POWERFILL© DEPENDING ON SOIL CONDITIONS
K. FINISH GRADE
A
C
B
8'
10'
11'
I
I
30" MINIMUM
12"
SECTION VIEW
H
H
H
B
C J
D
G
F
E
NOTES:
1. CONNECT ALL #6 AWG WIRES INSIDE THE
CONTROLLER. CONNECT ONE WIRE TO
THE CONTROLLER GROUND LUG AND
USE A #4 SPLIT BOLT TO CONNECT ALL
WIRES TOGETHER.
2. EARTH CONTACT MATERIAL MUST
COMPLETELY COVER THE WELD JOINT
ON THE GROUND PLATE.
K
Pipe Fitting with Joint Restraint
11.25° BEND (IPS)
(PJ x PJ)
TEE w/ REDUCER IN
BRANCH & RUN (IPS)
(PJ x PJ x PJ)
45° BEND (IPS)
(PJ x PJ)
22.5° BEND (IPS)
(PJ x PJ)
TEE (IPS)
(PJ x PJ x PJ)
90° BEND (IPS)
(PJ x PJ)
REDUCER (IPS)
(PJ x PJ)
PIPE BELL
X
WIRE
THRUST BLOCK
UNDISTURBED SOIL
THRUST BLOCK SURFACE AREA (SF) AGAINST UNDISTURBED SOIL (X x Y)=(SF)
FITTING
SIZE
11.25° BEND
(SF)
22.5° BEND
(SF)
45° BEND
(SF)
90° BEND
(SF)
TEE OR
DEAD END
(SF)
NOTES:
1. INSTALL AND TEST MAINLINE ACCORDING TO MANUFACTURER'S INSTALLATION SPECIFICATIONS.
2. REFER TO SPECIFICATIONS FOR ALL TRENCH DEPTHS AND WIDTHS.
3. USE NO. 4 REBAR WITH MASTIC COATING WHERE PIPE MUST BE ANCHORED TO THRUST BLOCK.
4. INSTALL THRUST BLOCK SO THE HORIZONTAL (X) AND VERTICAL (Y) DIMENSIONS OF THE THRUST BLOCK ARE
APPROXIMATELY EQUAL.
5. INSTALL THRUST BLOCK WITH A MINIMUM THICKNESS FROM THE PIPE TO THE UNDISTURBED SOIL OF TWO
TIMES THE DIAMETER OF THE PIPE.
6. THRUST BLOCK SIZING ASSUMES A MAXIMUM OPERATING PRESSURE OF 120 PSI, A MAXIMUM VELOCITY OF 5'
PER SECOND, AND A SOIL BEARING CAPACITY OF 1000 LBS/FT².
194 217
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
DENVER, COLORADO
888-043
FORT LOGAN
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:
Jacobs Bill Romzick
(989) 745-1048
Architect:
Fourfront James Lushbough
(605) 342-9470
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
MEP, Fire, Landscape RCDD:
APOGEE Consulting Mark Norris
(919) 535-3819
Surveying & GPS:
Survey Systems Matt Nichols
(303) 419-6343
Environmental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 215
CCT RWB11-03-2022
LI504
Ce rti f ie d Irrigat ion Designer
I R R
I G AT I ON A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
1 POND LINER PENETRATION
DETAIL N.T.S.
IRRIGATION DETAILS
195 217
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
DENVER, COLORADO
888-043
FORT LOGAN
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:
Jacobs Bill Romzick
(989) 745-1048
Architect:
Fourfront James Lushbough
(605) 342-9470
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
MEP, Fire, Landscape RCDD:
APOGEE Consulting Mark Norris
(919) 535-3819
Surveying & GPS:
Survey Systems Matt Nichols
(303) 419-6343
Environmental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 215
CCT RWB11-03-2022
LI505
Ce rti f ie d Irrigat ion Designer
I R R
I G AT I ON A S S OC I AT I O
NCID
46102
JO
HN D. LEONARD
1 PUMP
ASSEMBLY N.T.S.
IRRIGATION PUMP DETAIL
EQUIPMENT LIST
PUMP DESCRIPTION
WATERTRONICS
WATERTRONICS
196 217
P
D
D D
D
D
D D
D
D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
WW
S S
S
D
D
D
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
A A A A
S
CO
CO
W
D
D
D D
D D
D
D
P
10+00 11+00 12+00
13+00
14+00
15+00
16+00
17+
18+
1+
D
D D
D
D
D D
D
D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
WW
S S
S
D
D
D
D
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
A A A A
S
CO
CO
W
D
D
D D
D D
D
D
C.P.
10108 5389.03
CP-PINC.P.
10110 5389.03
CP-PINC.P.
10112 5389.03
CP-PIN
P
M
M
M
M
M
MM
M
M
M
M
M
M
M
M
M
M
M
M
M
SEC TIO N 109
SEC TIO N 104
SEC TIO N 105
SEC TIO N 103
SEC TIO N 97
SEC TIO N 96
SEC TIO N 92 SEC TIO N 91 SEC TIO N 90 SEC TIO N 89
SEC TIO N 95 SEC TIO N 94
SEC TIO N 88 SEC TIO N 87
SEC TIO N 86
SEC TIO N 93
SEC TIO N 98
SEC TIO N 99
SEC TIO N 100
SEC TIO N 101
SEC TIO N 102
Proposed Turf-586.235 sq ft
Proposed Turf-4218.286 sq ft
Proposed Seed-131393.166 sq ft
Proposed Seed-26984.787 sq ft
Proposed Seed-238949.219 sq ft
Proposed Seed-396665.616 sq ft
SERVICE DRIVE
EXISTING FENCE LINE
PINEHURST ESTATES
PINEHURST ESTATES
PHASE 1A CONSTRUCTION LIMITS, TYP
PHASE 1A CONSTRUCTION LIMITS, TYP
PHASE 1A CONSTRUCTION LIMITS, TYP
PHASE 1A CONSTRUCTION LIMITS, TYP
PHASE 1B CONSTRUCTION LIMITS, TYP
PHASE 1B CONSTRUCTION LIMITS, TYP
MEMORIAL
LAKE
VETERANS
LAKE
VETERANS
LAKE
MEMORIAL
LAKE
1-PP
1-PP
1-Austrian Pine
1-PP
1-PP
1-PP
1-PP
1-Austrian Pine
1-PP
1-Austrian Pine
1-PP
1-PP
1-PP
1-PP
1-Austrian Pine
1-Austrian Pine
1-Austrian Pine
1-Austrian Pine
1-Austrian Pine
1-Austrian Pine
1-GTSM
1-Tcor
1-QM2
1-GTSM
1-Tcor
1-Tcor
1-Tcor
1-Tcor
1-Tcor 1-QM
1-QM
1-QM
1-QM2
1-QM
1-QM
1-QM
1-QM
1-QM
1-QM
1-GTSM
1-QM
1-GTSM
1-QM
1-QM
1-QM
1-QM2
1-QM
1-QM
1-GTSM
1-C hinkapin O ak
1-QM2
1-QM2
LEGEND
EX. FENCE
EX. POWER POLE
EX. SANITARY SEWERS
EX. STORM DRAIN INLET
EX. UNDERGROUND TELEPHONE
EX. FIRE HYDRANT
EX. WATER VALVE
EX. STORM DRAIN
EX. WATER MAIN
EX. GAS MAIN
ROW/PROPERTY LINE
CENTERLINE
PROPERTY BOUNDARY
EASEMENT
EX. UNDERGROUND ELECTRIC
S
D
SANITARY SEWER MANHOLE NUMBER
STORM DRAINAGE MANHOLE NUMBER
NEW SANITARY SEWER MAIN
NEW STORM DRAIN
NEW FIRE HYDRANT
NEW WATER VALVE
NEW WATER MAIN
NEW STORM DRAIN INLET
S
MH-5
ELM TREE
OAK TREE
LOCUS TREE
SPRUCE TREE
TURF HATCH
IGC (IN GROUND CREMAINS)
PPC (PRE-PLACED CRYPTS)
IGC
LIMITS OF DISTURBANCE
PHASE 1A - BASE BID DOCUMENTS
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
DENVER, COLORADO
888-043
FORT LOGAN
NATIONAL CEMETERY
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:
Jacobs Bill Romzick
(989) 745-1048
Architect:
Fourfront James Lushbough
(605) 342-9470
Irrigation:
Aqua Engineering Bob Beccard
(970) 372-6104
MEP, Fire, Landscape RCDD:
APOGEE Consulting / Chalona Studios Mark Norris
(919) 535-3819
Surveying & GPS:
Survey Systems Matt Nichols
(303) 419-6343
Environmental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Roderick Grier (480)-842-1520
PLANTING PLAN
11/03/2022 MWC MWC
LP100
OF 217291
Plant List Image ID Qty Scheduled Size Common Name Botanical Name
GDE 7 B&B, 3" cal, 10'-15' HT Espresso Kentucky Coffeetree Gymnocladus dioicus 'Espresso'
GTSM 8 B&B, 3" cal, 10'-15' HT Shademaster Honeylocust Gleditsia triacanthos var. inermis 'Shademaster'
PN 9 B&B, 8' ht. Austrian Pine Pinus nigra
PP 12 B&B, 8' ht. Colorado Spruce Picea pungens
QM 16 B&B, 3" cal, 10'-15' HT Burr Oak Quercus macrocarpa
QM2 7 B&B, 3" cal, 10'-15' HT Chinkapin Oak Quercus muehlenbergii
Tcor 7 B&B, 3" cal, 10'-15' HT Littleleaf Linden Tilia cordata
UDBG 8 B&B, 3" cal, 10'-15' HT Burgundy Glow Elm Ulmus davidiana 'Burgundy Glow'
LANDSCAPE AREAS
TURF SEED = 1,116,190 SF
TURF SOD = 143,785 SF
ROCK MULCH = 4,245 SF
METAL EDGER = 1,775 LF
CALL BEFORE
YOU DIG
OR
Utility Notification Center of Colorado
NORTH
1 inch = ft. Horizontal
00 100 20050
3' OF SOD ON EACH SIDE OF
ROAD WHERE NEW CURB,
GUTTER & WALKS ARE
INSTALLED, TYP
3' OF SOD ON EACH SIDE OF
ROAD WHERE NEW CURB,
GUTTER & WALKS ARE
INSTALLED, TYP
3' OF SOD ON EACH SIDE OF
ROAD WHERE NEW CURB,
GUTTER & WALKS ARE
INSTALLED, TYP
NEW 6' BLACK VINYL
CHAIN LINK FENCE
ALONG EAST
BOUNDARY, TYP.
Landscape Area - Mass Planting Area Name PercentQty Botanical NameCommon Name Scheduled Size Rate/Spacing…
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