S02 FT LOGAN NC PHASE 1A-ALT1 - 2023 02 10 (1of5).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 outlines a federal construction contract solicitation. The Department of Veterans Affairs, Office of Construction and Facilities Management is seeking proposals for the Phase 1A Expansion project at Fort Logan National Cemetery in Denver, Colorado. The contractor will provide all labor, materials, and equipment for construction services as defined in the project plans, drawings, and specifications. This is a 100% set-aside for Service-Disabled Veteran Owned Small Businesses. The North American Industry Classification System code is 237990 for other heavy and civil engineering construction, with a size standard of $45 million. The estimated construction cost is 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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© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS
S H
E R
ID
A
N B
O U
LE
V
A R
D
LO
W
E
LL
B O
U
LE
V A
R D
US HIGHWAY 285
QUINCY AVENUE
OXFORD AVENUE
MARSTON LAKE
FE
D
E R
A L
B O
U
LE
V A
R D
FORT LOGAN
NATIONAL CEMETERY
LOGAN BOULEVARD
© 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS
DENVER DRIVE
OMAHA DRIVE
COLORADO STREET
NEW MEXICO STREET
S H
E R
ID
A
N B
O U
LE
V
A R
D
NORTH
VICINITY MAP LOCATION MAP
CONSULTANTS SITE DATA
CALIBRE ENGINEERING, INC. AQUA ENGINEERING APOGEE CONSULTING
SURVEY SYSTEMSFOURFRONT OCMI TERRACON CONSULTANTS
DEPARTMENT OF VETERANS AFFAIRS
FORT LOGAN NATIONAL CEMETERY
PHASE 1 DEVELOPMENT ON NEW LAND
VA PROJECT NO. 888-043
NORTH
JACOBS FORT LOGAN NATIONAL CEMETERYW.W. WHEELER & ASSOCIATES
INTERMENT SUMMARY
SECTION BURIAL TYPE CRYPTS
86 IN-GROUND CREMAINS 1,073
87 IN-GROUND CREMAINS 1,559
88 IN-GROUND CREMAINS 1,560
89 IN-GROUND CREMAINS 1,052
90 IN-GROUND CREMAINS 1,422
91 IN-GROUND CREMAINS 1,287
92 IN-GROUND CREMAINS 1,524
93 IN-GROUND CREMAINS 1,046
94 IN-GROUND CREMAINS 1,050
95 IN-GROUND CREMAINS 788
96 IN-GROUND CREMAINS 1,543
98 IN-GROUND CREMAINS 1,098
99 IN-GROUND CREMAINS 1,242
100 IN-GROUND CREMAINS 1,104
101 IN-GROUND CREMAINS 1,035
102 IN-GROUND CREMAINS 1,311
TOTAL IN-GROUND CREMAINS 19,694
97 OVERSIZED PPC 672
103 PPC 1,380
104 PPC 2,897
105 PPC 1,484
109 PPC 1,859
TOTAL PPC 7,620
COURT 4 COLUMBARIA 5,160
COURT 5 COLUMBARIA 5,400
TOTAL COLUMBARIA 10,560
TOTAL INTERMENT 38,546
OF
COVER SHEET
ETG RLB
G-001 1 165
H2B, INC
BASIS OF BEARINGS:
BENCHMARK:
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
11-03-2022
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
ABBREVIATION LEGEND
1-800-922-1987
11 / 03 / 2022
BRIAN STEPHENS-HOTOPP
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
02 / 10 / 2023
PHASE IA - ALTERNATE 1
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
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
01 / 31 / 2023
OF
SHEET INDEX
ETG JDS
G-002 2 156
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
PHASE 1A - ALTERNATE 1A
BASH
FORT LOGAN NATIONAL CEMETERY
PHASE 1 DEVELOPMENT ON NEW LAND
GENERAL NOTES GRADING NOTES STORMWATER POLLUTION PREVENTION PLAN (SWPPP)
COMPACTION NOTES
STORM WATER SEWER NOTES
PAVEMENT SUBGRADE
OF
GENERAL NOTES
ETG JDS
G-003 3 165
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
11-03-2022
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
BASH
GENERAL CONSTRUCTION NOTES EROSION CONTROL NOTES: 2020-EC-0000039
FLOODPLAIN/FLOODWAY NOTES
ENGINEER NOTES
STANDARD NOTES - DENVER
2.
OF
GENERAL NOTES
ETG JDS
G-004 4 165
FORT LOGAN NATIONAL CEMETERY
RE-DEVELOPMENT ON EXISTING LAND
CD-1 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
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 1 DEVELOPMENT ON NEW LAND
05-06-2021
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Roderick Grier (480)-842-1520
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
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
11-03-2022
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
PHASE 1A DEVELOPMENT ON NEW LAND
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
BASH
C.P.C.P.C.P.
M
M
M
M
M
MM
M
M
M
M
M
M
M
M
M
M
M
M
M
W
COMMITTAL B
COMMITTAL A
COMMITTAL C
PROJECT
BOUNDARY
PROJECT
BOUNDARY
PROJECT
BOUNDARY
ENTRANCE 1
ENTRANCE 2
ENTRANCE 3
PHASE 1A
BOUNDARY
P.I.C.
BUILDING
COMMITTAL C
PARKING
COMMITTAL B
PARKING
COMMITTAL A
PARKING
GRAVEL ACCESS ROAD
MONTANA ST
ROAD B
ROAD A
R O
A D
B
RO
AD
B
G R
A V
E L
A C
C E
S S
R O
A D
OKLAHOMA ST
DENVER DR
DE
NVE
R
DR
OMAHA DR
O M
A H
A D
R
LOGAN BLVD
L O
G A
N B
LV
D
K A
N S
A S
S T
W Y
O M
IN
G
S T
DENVER DR
UTAH ST
MEMORIAL LAKE
COLORADO ST
COLORADO ST
NEW MEXICO ST
W. KENYON AVE
S . S
H E
R
ID
A N
B
LV
D
VETERANS LAKE
OMAHA DR
QUINCY AVE
LO
W
E
LL
B
LV
D
EX DETENTION POND
(SOUTH POND)
STOCKPILE
PINEHURST
ESTATES
PHASE 1A
BOUNDARY LINE
(INTERMENT)
MAINTENANCE
BUILDING
PERMANENT MATERIAL
STORAGE YARD
NEBRASKA ST
SEE NOTE 4
BELOW
SEE NOTE 4
BELOW
SEE NOTE 4
BELOW
SEE NOTE 4
BELOW
SEE NOTE 4
BELOW
SEE NOTE 4
BELOW
DENVER DR
PHASE 1B
BOUNDARY LINE
(DRAINAGE)
PHASE 1A
BOUNDARY
PHASE 1B
BOUNDARY
OF
CONSTRUCTION PHASE PLAN
PHASE 1-7
ETG RLB
G-005 5 165
PHASING NOTES:
PHASE 1:
PHASE 2:
PHASE 3:
PHASE 4:
PHASE 5:
PHASE 6
PHASE 7
PHASE 8
KEYMAP
1-800-922-1987
FLNC PH1A
STREET PHASING:
NORTH
FLNC PH1B
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
11-03-2022
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
THIS LINEWORK WAS GIVENT TO US FROM SURVEY SYSTEMS
LINES ARE NOT CONNECTED. WHAT YOU SEE IS WHAT YOU GET
C.P.C.P.C.P.
M
M
M
M
M
MM
M
M
M
M
M
M
M
M
M
M
M
M
M
G R
A V
E L
A C
C E
S S
R O
A D
COMMITTAL B
COMMITTAL A
PARKING
COMMITTAL C
W
ROAD B
R O
A D
A
RO
AD
B
D E
N V
E R
S T
CEMETERY
BOUNDARY
PROJECT
BOUNDARY
PROJECT
BOUNDARY
PROJECT
BOUNDARY
EXISTING
STOCKPILE
MAIN CONSTRUCTION
ACCESS
P.I.C.
BUILDING
ROAD B
ROAD A
ROAD B
R O
A D
B
RO
AD
B
R O
A D
A G R
A V
E L
A C
C E
S S
R O
A D
ACCESS ROAD
COMMITTAL A
OKLAHOMA ST
D
EN
V
ER
D R
DENVER DR
D E
N V
E R
D R
OMAHA DR
O M
A H
A D
R
LOGAN BLVD
L O
G A
N B
LV
D
MONTANA ST
DENVER DRDENVER DR
UTAH ST
MEMORIAL
LAKE
COLORADO ST
COLORADO ST
COLORADO ST
NEW MEXICO ST
S . S
H E
R
ID
A N
B
LV
D
KENYON AVE
S . S
H E
R
ID
A N
B
LV
D
VETERANS
LAKE
GRAVEL ACCESS ROAD
OMAHA DR
U T
A H
S T
R E
E T
W Y
O M
IN
G
S T
R E
E T
K A
N S
A S
S T
R E
E T
COMMITTAL B
PARKING
COMMITTAL C
PARKING
PROJECT
BOUNDARY
PHASE 1
BOUNDARY LINE
NEBRASKA ST
MAINTENANCE
BUILDING
EXISTING
BUILDING
TEMP P.I.C
TRAILER
TEMP
RESTROOMS
TEMPORARY MATERIAL
STORAGE YARD
EX
COLUMBARIA
COURTS
COLUMBARIA
WALL
W Y
O M
IN
G
ST
K A
N S
A S
S T
LOGAN BLVD
COLUMBARIA
WALL
PERMANENT MATERIAL
STORAGE YARD
COLUMBARIA
COURT (NEW)
EX DETENTION POND
(SOUTH POND)
EXISTING ACCESS TO REMAIN
OPEN UNTIL ROAD B CONSTRUCTION
IS COMPLETE
QUINCY AVE
MAINTENANCE
BUILDING
KENYON AVE
NORTH
OF
CONSTRUCTION ACCESS PLAN
ETG RLB
G-006 6 165
KEYMAP
1-800-922-1987
LEGEND
NOTES:
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
11-03-2022
PRELIMINARY
NOT FOR CONSTRUCTION
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
V-103 V-104 V-105
V-107
V-108 V-109
V-111 V-112 V-113 V-114
V-115
V-116 V-117 V-118 V-119
V-120
V-121
V-102
V-106 V-110
NORTH LINE S 1/2 NE 1/4 SEC. 6, T5S, R68W 6TH P.M.NORTH LINE S 1/2 NW 1/4 SEC. 6, T5S, R68W 6TH P.M.V-101
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS
CROSS ACCEPTED
NORTHEAST 1/4 CORNER SECTION 6 TOWNSHIP 5 SOUTH RANGE 68 WEST
FOUND AXLE IN RANGE BOX 3' BELOW SURFACE
ACCEPTED CONTROL POINT
NORTHWEST 1/4 CORNER SECTION 6 TOWNSHIP 5 SOUTH RANGE 68 WEST
FOUND 3.25" ALUMINUM CAP
"COLORADO DEPARTMENT OF TRANSPORTAITION PLS 13258"
ACCEPTED
NORTH 1/4 CORNER SECTION 6 TOWNSHIP 5 SOUTH RANGE 68 WEST
FOUND #3 REBAR IN 6" SQUARE CONCRETE COLLAR
N89°40'47"E 2580.99' S89°43'07"W 2649.20'
THE PROJECT COORDINATE SYSTEM UTIL
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) 679-8122
Enviromental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
OF 165
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
JR MN
V-100
EXISTING CONDITIONS SURVEY
OVERALL SHEET
BENCHMARK:
#160A
CONTROL POINT :
BASIS OF BEARINGS:
NOTES:
1-800-922-1987
NORTH
LEGEND
ST
SS
IP
S
C.P.
CROSS
T
VETERAN'S
LAKE
MEMORIAL
LAKE
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910
PHASE 1B
DRAINAGE
IMPROVEMENT
LIMITS
PHASE 1B
DRAINAGE
IMPROVEMENT
LIMITS
PHASE 1A
CONSTRUCTION
LIMITS
PHASE 1A
CONSTRUCTION
LIMITS
PHASE 1A
CONSTRUCTION
LIMITS
PHASE 1A
CONSTRUCTION
LIMITS
PHASE 1A
CONSTRUCTION
LIMITS
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
12/16/2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
PIN
PIN
S
PIN
S
ST
E E T
ST
E
ST
ST
ST
PIN
S
ST
16" RCP INVERT (NE)=5398.35'
30" RCP INVERT (N)=5398.53'
STORM MANHOLE
RIM=5405.99'
8" IRON INVERT (E)=5402.69'
8" IRON INVERT (S)=5402.79'
STORM MANHOLE
RIM=5404.93'
8" IRON INVERT (N)=5401.47'
8" IRON INVERT (W)=5401.61'
STORM INLET
FLOWLINE AT INLET=5404.91'
12" RCP INVERT OUT (NE)=5402.11'
STORM INLET
FLOWLINE AT INLET=5404.87'
12" RCP INVERT OUT (NE)=5401.67'
1" PVC INVERT IN (NE)=5403.42'
6" CMP INVERT (E)=5402.63'
12" RCP INVERT (SW)=5401.72'
PIN
S
PIN
S
FOUND #4 REBAR
ACCEPTED FOUND 2.5" BRASS CAP IN CONCRETE COLLAR
"UNITED STATES NATIONAL CEMETARY DEPARTMENT OF THE ARMY"
N0 0°
'15
"E
.6
3'
N89°41'28"W 786.05'
UT
AH
S
TR
EE
T
DENVER DRIVE
KA
NS
AS
S
TR
EE
T
W
YO
M
IN
G S
TR
EE
T
SH
ER
ID
AN
B O
UL
EV
AR
D
ACCEPTED FOUND 1.5" SINER
"PLS 38069"
STORM INLET
TOP OF INLET=5405.24'
12" RCP INVERT (E)=5403.04'
STORM INLET
FLOWLINE AT INLET=5405.25'
6" RCP INVERT OUT (NE)=5404.00'
S
STORM INLET
FLOWLINE AT INLET=5410.77'
18" RCP INVERT (E)=5406.88'
STORM INLET
FLOWLINE AT INLET=5410.30'
18" RCP INVERT (SW)=5406.70'
18" RCP INVERT (E)=5406.58'
STORM MANHOLE
RIM=5406.73'
8" INVERT (W)=5403.81'
8" INVERT (N)=5403.68'
STORM INLET
TOP OF INLET=5405.06'
12" RCP INVERT (W)=5401.06'
12" RCP INVERT (NE)=5400.96'
STORM MANHOLE
RIM=5404.72'
12" IRON INVERT (E)=5399.52'
12" IRON INVERT (SW)=5399.72'
ACCEPTED
FOUND 1.25" BROKEN ORANGE PLASTIC CAP
"DEA INC PLS 38069"
STORM MANHOLE
RIM=5404.78'
8" IRON INVERT (E)=5400.83'
8" IRON INVERT (S)=5401.01'
8" IRON INVERT (W)=5401.01'
CONCRETE
STORM MANHOLE
RIM=5412.16'
6" CLAY INVERT (E)=5409.53'
6" CLAY INVERT (S)=5409.81'
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) 679-8122
Enviromental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
JR MN
V-101
EXISTING CONDITIONS SURVEY
DETAIL SHEET
MATCH LINE SEE SHEET V-106 MATCH LINE SEE SHEET V-106
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
M
A
TC
H L
IN
E
SE
E
SH
EE
T V-
DRAWING INDEX
BENCHMARK:
#160A
CONTROL POINT :
BASIS OF BEARINGS:
NOTES:
1-800-922-1987
NORTH
LEGEND
ST
SS
IP
S
C.P.
CROSS
T
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 165
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
12/16/2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
ST
ST
ST
STORM INLET
FLOWLINE AT INLET=5399.61'
24" RCP INVERT (NW)=5393.48'
INVERT (SW) IS PLUGGED
24" RCP INVERT (SE)=5395.96'
STORM INLET
FLOWLINE AT INLET=5398.74'
12" PVC INVERT (N)=5396.54'
12" RCP INVERT (S)=5396.65'
STORM INLET
FLOWLINE AT INLET=5398.75'
24" RCP INVERT (N)=5394.80'
18" RCP INVERT (S)=5395.11'
18" RCP INVERT (E)=5395.44'
STORM INLET
TOP OF INLET=5399.48'
12" HDPE INVERT (NW)=5397.46'
FLOWLINE AT INLET
TOP OF INLET=5399.29'
18" RCP INVERT (N)=5395.24'
FLOWLINE AT INLET
TOP OF INLET=5399.03'
12" RCP INVERT (N)=5397.50'
36" RCP INVERT (NE)=5368.90'
12" HDPE INVERT (SE)=5378.44'
STORM MANHOLE
RIM=5384.72'
12" HDPE INVERT OUT (SE)=5380.07'
12" HDPE INVERT IN (NW)=5380.14'
STORM MANHOLE
RIM=5388.62'
12" HDPE INVERT OUT (SE)=5381.89'
12" HDPE INVERT IN (W)=5381.92'
STORM MANHOLE
RIM=5394.40'
12" HDPE INVERT OUT (SE)=5385.50'
12" HDPE INVERT IN (W)=5385.58'
N89°49'27"W 1,704.92'
DENVER DRIVE
LO
G
AN
BO
UL
EV
AR
D
V-102
NORTH LINE S 1/2 NW 1/4 SEC. 6, T5S, R68W 6TH P.M.
STORM INLET
FLOWLINE AT INLET=5400.98'
12" RCP INVERT (E)=5398.18'
STORM INLET
FLOWLINE AT INLET=5401.65'
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) 679-8122
Enviromental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
JR MN
V-102
EXISTING CONDITIONS SURVEY
DETAIL SHEET
MATCH LINE SEE SHEET V-107
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
M
A
TC
H L
IN
E
SE
E
SH
EE
T
MATCH LINE SEE SHEET V-107
DRAWING INDEX
BENCHMARK:
#160A
CONTROL POINT :
BASIS OF BEARINGS:
NOTES:
1-800-922-1987
NORTH
LEGEND
ST
SS
IP
S
C.P.
CROSS
T
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 165
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
12/16/2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
GREASE TRAP MANHOLE
RIM=5368.47'
TOP OF GREASE=5361.77'
GREASE TRAP MANHOLE
RIM=5368.50'
TOP OF GREASE=5361.80' CLEANOUT
ST
36" RCP INVERT (NE)=5367.96'
36" RCP INVERT (NE)=5368.90'
12" HDPE INVERT (SE)=5378.44'
STORM MANHOLE
RIM=5384.72'
" HDPE INVERT OUT (SE)=5380.07'
12" HDPE INVERT IN (NW)=5380.14'
4" PVC INVERT OUT (N)=5354.89'
72" RCP INVERT OUT (N)=5353.79'
4" PVC INVERT OUT (N)=5355.00'
34" RCP INVERT OUT (N)=5358.74'
34" RCP INVERT OUT (N)=5357.38'
FOUND MAG NAIL
W. KENYON AVENUE
DENVER DRIVE
SS SS CO
EDGE OF TURF
EDGE OF TURF
EDGE OF TURF
EDGE OF TURF
FLOWLINE AT INLET=5379.64'
18" RCP INVERT OUT (NE)=5376.65'
20" CORRUGATED PLASTIC INVERT (NE)=5369.47'
FLOWLINE AT INLET=5379.55'
20" CORRUGATED PLASTIC INVERT OUT (N)=5376.65'
18" RCP INVERT IN (SW)=5376.16
MAINTENANCE BUILDING
ASPHALT
LIMITS OF GRASS
GRAVEL
GRAVEL
20" RCP FLARED END SECTION INVERT=5350.44'
PHASE 1B
DRAINAGE
IMPROVEMENT
LIMITS
PHASE 1B
DRAINAGE
IMPROVEMENT
LIMITS
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) 679-8122
Enviromental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
JR MN
V-103
EXISTING CONDITIONS SURVEY
DETAIL SHEET
MATCH LINE SEE SHEET V-108
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
MATCH LINE SEE SHEET V-108
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
M
A
TC
H L
IN
E
SE
E
SH
EE
T
DRAWING INDEX
BENCHMARK:
#160A
CONTROL POINT :
BASIS OF BEARINGS:
NOTES:
1-800-922-1987
NORTH
LEGEND
ST
SS
IP
S
C.P.
CROSS
T
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 165
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
12/16/2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
SS
COCO
SS
SANITARY SEWER MANHOLE
RIM=5347.09'
8" PVC INVERT IN (W)=5335.44'
8" PVC INVERT OUT (E)=5335.09'
SANITARY SEWER MANHOLE
RIM=5348.75'
8" PVC INVERT IN (SW)=5341.40'
8" PVC INVERT OUT (E)=5341.25'
SS
ST
ST
STORM MANHOLE
RIM=5362.60'
18" CORRUGATED PLASTIC INVERT IN (W)=5357.35'
24" CORRUGATED PLASTIC INVERT IN (S)=5357.28'
24" CORRUGATED PLASTIC INVERT OUT (N)=5356.98'
STORM MANHOLE
RIM=5363.48'
4" PVC INVERT IN (W)=5358.30'
24" CORRUGATED PLASTIC INVERT IN (S)=5358.22'
24" CORRUGATED PLASTIC INVERT OUT (N)=5358.17'
STORM MANHOLE
RIM=5362.32'
24" CORRUGATED PLASTIC INVERT IN (S)=5355.45'
36" CORRUGATED PLASTIC INVERT OUT (NE)=5354.42'
30" CORRUGATED PLASTIC INVERT IN (S)=5334.35'
36" CMP INVERT AT CENTER OF MANHOLE=5335.03'
36" INVERT OUT (NE)=5334.90'
STORM MANHOLE
RIM=5342.35'
36" CMP INVERT AT CENTER OF MANHOLE=5337.10'
UNABLE TO GET INVERTS
FLOWS FROM WEST TO EAST
STORM MANHOLE
RIM=5344.03'
36" CMP INVERT AT CENTER OF MANHOLE=5338.93'
UNABLE TO GET INVERTS
FLOWS FROM WEST TO EAST
STORM MANHOLE
RIM=5345.24'
INVERT AT CENTER OF MANHOLE=5340.14'
UNABLE TO GET INVERTS
36" CORRUGATED PLASTIC INVERT OUT (E)
36" CORRUGATED PLASTIC INVERT IN (W)
18" CORRUGATED PLASTIC INVERT IN (S)
FLOWLINE AT INLET=5346.16'
18" INVERT OUT (E)=5342.61'
FLOWLINE AT INLET=5346.47'
18" INVERT OUT (N)=5342.04'
18" INVERT IN (W)=5342.08'
ST
ST
ST
STST
ST
STST
ST
STORM MANHOLE
RIM=5346.16'
18" CORRUGATED PLASTIC INVERT IN (N)=5341.26'
36" CORRUGATED PLASTIC INVERT OUT (E)=5340.72'
36" CORRUGATED PLASTIC INVERT IN (W)=5340.66'
18" CORRUGATED PLASTIC INVERT IN (S)=5341.51'
FLOWLINE AT INLET=5346.03'
18" CORRUGATED PLASTIC INVERT OUT (S)=5341.50'
FLOWLINE AT INLET=5345.97'
18" CORRUGATED PLASTIC INVERT OUT (N)=5341.47'
18" CORRUGATED PLASTIC INVERT (NW)=5331.01'
18" CORRUGATED PLASTIC INVERT (NE)=5330.84'
FLOWLINE AT INLET=5333.60'
UNABLE TO COLLECT INVERTS
FULL OF DEBRIS
INVERT (W)
INVERT (E)
FLOWLINE AT INLET=5333.60'
UNABLE TO COLLECT INVERTS
FULL OF DEBRIS
INVERT (W)
INVERT (E)
STORM MANHOLE
RIM=5349.65'
36" CORRUGATED PLASTIC INVERT OUT (E)=5343.05'
36" CORRUGATED PLASTIC INVERT IN (W)=5343.40'
STORM MANHOLE
RIM=5355.41'
36" CORRUGATED PLASTIC INVERT OUT (E)=5347.41'
36" CORRUGATED PLASTIC INVERT IN (W)=5347.46'
STORM MANHOLE
RIM=5359.45'
36" CORRUGATED PLASTIC INVERT OUT (E)=5350.95'
36" CORRUGATED PLASTIC INVERT IN (SW)=5351.23'
FLOWLINE AT INLET=5362.57'
18" CORRUGATED PLASTIC INVERT OUT (E)=5358.65'
18" CORRUGATED PLASTIC INVERT IN (NW)=5358.81'
FLOWLINE AT INLET=5362.60'
18" CORRUGATED PLASTIC INVERT OUT (SE)=5358.94'
SANITARY SEWER MANHOLE
RIM=5361.56'
PVC INVERT IN (NW)=5347.84'
8" PVC INVERT OUT (NE)=5347.59'
6" INVERT (S)=5346.62'
6" INVERT (S)=5346.62'
BOTTOM OF INLET=5346.54
TOP OF CONCRETE=5348.39'
TOP OF PLATE=5347.81'
BOTTOM OF PLATE=5346.61'
FOUND MAG NAIL
N89°46'52"W 2,618.59'
COLO
RADO STR
EET
ARIZONA STREET
O M
AH
A
D
RI
VE
W. KENYON AVENUE
V-104
FLAG
POLE
NORTH LINE S 1/2 NE 1/4 SEC. 6, T5S, R68W 6TH P.M.
IRRIGATION PIPE
20" RCP FLARED END SECTION INVERT=5350.44'
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) 679-8122
Enviromental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
JR MN
V-104
EXISTING CONDITIONS SURVEY
DETAIL SHEET
MATCH LINE SEE SHEET V-109
M A
TC
H
L
IN
E
SE
E S
H
EE
T V-
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
MATCH LINE SEE SHEET V-109
DRAWING INDEX
BENCHMARK:
#160A
CONTROL POINT :
BASIS OF BEARINGS:
NOTES:
1-800-922-1987
NORTH
LEGEND
ST
SS
IP
S
C.P.
CROSS
T
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 165
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
12/16/2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
SSCO
SS
SS
SANITARY SEWER MANHOLE
RIM=5336.02'
8" PVC INVERT IN (W)=5322.45'
8" PVC INVERT OUT (E)=5322.37'
SANITARY SEWER MANHOLE
RIM=5341.57'
8" PVC INVERT IN (W)=5323.55'
8" PVC INVERT OUT (E)=5323.62'
SANITARY SEWER MANHOLE
RIM=5332.82'
8" PVC INVERT IN (W)=5325.37'
8" PVC INVERT OUT (E)=5325.32'
ST ST ST ST
ST
ST
ST
ST
ST ST ST ST
ST
ST
ST
ST
ST
ST
STORM MANHOLE
RIM=5324.30'
48" RCP INVERT OUT (E)=5316.15'
48" RCP BOTTOM OF MANHOLE IN (S)=5316.45'
UNABLE TO GET INVERT IN OF PIPE
STORM MANHOLE
RIM=5324.06'
48" RCP INVERT OUT (E)=5315.06'
48" RCP INVERT IN (W)=5315.81'
36" RCP BOTTOM OF MANHOLE IN (S)=5315.64'
UNABLE TO GET INVERT IN OF PIPE
STORM MANHOLE
RIM=5324.13'
18" RCP INVERT OUT (S)=5317.88'
STORM MANHOLE
RIM=5330.54'
48" RCP INVERT OUT (E)=5313.19'
48" RCP INVERT IN (W)=5313.64'
STORM MANHOLE
RIM=5330.08'
INVERT OUT (N)=5312.28'
UNABLE TO DETERMINE SIZE AND TYPE OF PIPE
STORM MANHOLE
RIM=5324.15'
36" RCP INVERT OUT (N)=5318.15'
STORM MANHOLE
RIM=5324.21'
36" RCP INVERT OUT (N)=5318.21'
FLOWLINE AT INLET=5339.13'
30" CORRUGATED PLASTIC INVERT OUT (N)=5334.33'
18" CORRUGATED PLASTIC INVERT IN (S)=5334.83'
FLOWLINE AT INLET=5339.12'
30" INVERT OUT (N)=5334.12'
30" CORRUGATED PLASTIC INVERT IN (S)=5334.35'
STORM MANHOLE
RIM=5342.06'
18" CORRUGATED PLASTIC INVERT OUT (NE)=5336.81'
18" CORRUGATED PLASTIC INVERT IN (S)=5337.26'
STORM MANHOLE
RIM=5339.90'
30" INVERT OUT (NE)=5333.85'
INVERT IN (SW)=5333.95'
30" INVERT IN (S)=5333.95'
30" FLARED END SECTION INVERT (NE)=5331.59'
STORM MANHOLE
RIM=5340.03'
36" CMP INVERT AT CENTER OF MANHOLE=5335.03'
36" INVERT IN (W)=5334.95'
36" INVERT OUT (NE)=5334.90'
8" PLASTIC INVERT (N)=5333.73'
ST
ST
ST
COLORADO STREET
V-105
COLORADO STREET
NEW MEXICO STREET
SANITARY SEWER MANHOLE
RIM=5335.11'
12" PVC INVERT OUT (NNE)=5321.59'
12" PVC INVERT IN (S)=5321.89'
8" PVC INVERT IN (W)=5322.36'
FLOWLINE AT INLET=5346.30'
18" CMP INVERT OUT (NW)=5339.00'
18" CMP INVERT IN (SE)=5339.00'
FLOWLINE AT INLET=5345.25'
18" CMP INVERT OUT (NW)=5339.95'
12" INVERT IN (SE)=5340.10'
18" CMP INVERT (NW)=5337.18'
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) 679-8122
Enviromental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
JR MN
V-105
EXISTING CONDITIONS SURVEY
DETAIL SHEET
MATCH LINE SEE SHEET V-110
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
MATCH LINE SEE SHEET V-110
DRAWING INDEX
BENCHMARK:
#160A
CONTROL POINT :
BASIS OF BEARINGS:
NOTES:
1-800-922-1987
NORTH
LEGEND
ST
SS
IP
S
C.P.
CROSS
T
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 165
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
12/16/2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
STORM INLET
FLOWLINE AT INLET=5417.38'
3" IRON INVERT (N)=5414.09'
15" CMP INVERT (E)=5413.29'
12" CMP INVERT (S)=5413.44
STORM INLET
FLOWLINE AT INLET=5425.22'
12" CMP INVERT (N)=5420.92'
12" CMP INVERT (S)=5421.27'
STORM INLET
FLOWLINE AT INLET=5414.64'
15" CMP INVERT (W)=5410.93'
20" CMP INVERT (E)=5410.69'
12" CMP INVERT (S)=5410.95'
STORM INLET
FLOWLINE AT INLET=5419.94'
12" CMP INVERT (N)=5415.20'
12" CMP INVERT (S)=5415.27'
STORM INLET
FLOWLINE AT INLET=5425.74'
12" CMP INVERT (N)=5420.87'
3" IRON INVERT (S)=5423.07'
STORM INLET
FLOWLINE AT INLET=5419.94'
12" RCP INVERT (N)=5411.39'
15" RCP INVERT (S)=5411.19'
STORM INLET
FLOWLINE AT INLET=5419.94'
15" RCP INVERT (E)=5409.43'
12" RCP INVERT (S)=5409.46'
STORM INLET
FLOWLINE AT INLET=5419.94'
12" RCP INVERT (N)=5411.83'
12" RCP INVERT (S)=5411.74'
STORM INLET
FLOWLINE AT INLET=5419.94'
12" RCP INVERT (N)=5409.99'
S0 0°
'56
"W
,4
.2 9'
SH
ER
ID
AN
B O
UL
EV
AR
D
W
YO
M
IN
G S
TR
EE
T
KA
NS
AS
S
TR
EE
T
MONTANA STREET
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) 679-8122
Enviromental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
JR MN
V-106
EXISTING CONDITIONS SURVEY
DETAIL SHEET
MATCH LINE SEE SHEET V-111 MATCH LINE SEE SHEET V-111
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
M
A
TC
H L
IN
E
SE
E
SH
EE
T V-
MATCH LINE SEE SHEET V-101MATCH LINE SEE SHEET V-101
DRAWING INDEX
BENCHMARK:
#160A
CONTROL POINT :
BASIS OF BEARINGS:
NOTES:
1-800-922-1987
NORTH
LEGEND
ST
SS
IP
S
C.P.
CROSS
T
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 165
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
12/16/2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
18" CMP INVERT (SE)=5394.24'
STORM INLET
RIM=5403.52'
6" INVERT (SE)=5400.46'
STORM INLET
FLOWLINE AT INLET=5408.90'
18" CMP INVERT (SE)=5403.00'
18" CMP INVERT (NW)=5403.08'
STORM INLET
FLOWLINE AT INLET=5408.60'
18" CMP INVERT (SE)=5403.50'
18" RCP INVERT (NW)=5403.56'
STORM INLET
FLOWLINE AT INLET=5408.72'
18" CMP INVERT (SE)=5404.22'
6" PVC INVERT (NW)=5404.87'
18" CMP INVERT (SE)=5396.09'
STORM INLET
FLOWLINE AT INLET=5403.64'
16" RCP INVERT (SE)=5401.30'
16" RCP INVERT (NW)=5401.24'
STORM INLET
FLOWLINE AT INLET=5403.60'
16" RCP INVERT (NE)=5401.02'
18" RCP INVERT (SE)=5400.95'
12" RCP INVERT=5371.23'
12" RCP INVERT=5371.24'
STORM INLET
FLOWLINE AT INLET=5403.90'
18" RCP INVERT (E)=5400.19'
18" RCP INVERT (W)=5400.43'
STORM INLET
FLOWLINE AT INLET=5403.87'
18" RCP INVERT (E)=5400.17'
18" RCP INVERT (W)=5399.97'
STORM INLET
FLOWLINE AT INLET=5403.74'
18" RCP INVERT (E)=5399.84'
18" RCP INVERT (W)=5400.03'
STORM INLET
FLOWLINE AT INLET=5419.94'
16" RCP INVERT (E)=5405.69'
12" RCP INVERT (S)=5405.92'
12" RCP INVERT (W)=5406.16'
STORM INLET
FLOWLINE AT
INLET=5419.94'
12" RCP INVERT
(N)=5406.45'
LO
GA
N B
OU
LE
VA
RD
MONTANA STREET
STORM INLET
FLOWLINE AT INLET=5401.23'
16" CMP INVERT (N)=5397.90'
18" CMP INVERT (W)=5398.07'
STORM INLET
FLOWLINE AT INLET=5401.24'
16" CMP INVERT (E)=5398.48'
STORM INLET
FLOWLINE AT INLET=5400.98'
12" RCP INVERT (E)=5398.18'
STORM INLET
FLOWLINE AT INLET=5401.65'
24" RCP INVERT (N)=5398.09'
3" PVC INVERT (W)=5398.70'
20" RCP INVERT (S)=5398.31'
12" RCP INVERT (E)=5398.25'
OUTLET STRUCTURE
WATER LINE
WATER LINE
CONCRETE
POND OUTLET STRUCTURE
CONCRETE
STORM INLET
FLOWLINE AT INLET=5408.34'
18" CMP INVERT (SE)=5401.29'
18" CMP INVERT (NW)=5401.40'
MEMORIAL
LAKE
PHASE 1B
DRAINAGE
IMPROVEMENT
LIMITS
PHASE 1B
DRAINAGE
IMPROVEMENT
LIMITS
PHASE 1B
DRAINAGE
IMPROVEMENT
LIMITS
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) 679-8122
Enviromental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
JR MN
V-107
EXISTING CONDITIONS SURVEY
DETAIL SHEET
MATCH LINE SEE SHEET V-112MATCH LINE SEE SHEET V-112
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
M
A
TC
H L
IN
E
SE
E
SH
EE
T V-
MATCH LINE SEE SHEET V-102 MATCH LINE SEE SHEET V-102
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
M
A
TC
H L
IN
E
SE
E
SH
EE
T V
-1
DRAWING INDEX
BENCHMARK:
#160A
CONTROL POINT :
BASIS OF BEARINGS:
NOTES:
1-800-922-1987
NORTH
LEGEND
ST
SS
IP
S
C.P.
CROSS
T
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 165
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
12/16/2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
ST
ST
ST
ST
ST
ST
STORM MANHOLE
RIM=5386.33'
18" CORRUGATED PLASTIC INVERT OUT (E)=5379.99'
18" CORRUGATED PLASTIC INVERT IN (SW)=5379.77'
STORM MANHOLE
RIM=5387.25'
18" CORRUGATED PLASTIC INVERT OUT (NE)=5380.65'
18" CORRUGATED PLASTIC INVERT IN (SW)=5380.50'
STORM MANHOLE
RIM=5388.96'
18" CORRUGATED PLASTIC INVERT OUT (NE)=5381.80'
18" CORRUGATED PLASTIC INVERT IN (SW)=5382.12'
STORM MANHOLE
RIM=5390.70'
18" CORRUGATED PLASTIC INVERT OUT (NNE)=5383.88'
18" CORRUGATED PLASTIC INVERT IN (S)=5383.16'
STORM MANHOLE
RIM=5392.46'
18" CORRUGATED PLASTIC INVERT OUT (NNW)=5384.21'
18" CORRUGATED PLASTIC INVERT IN (S)=5384.35'
STORM INLET
FLOWLINE AT INLET=5402.50'
18" RCP INVERT OUT (S)=5399.47'
12" RCP INVERT=5371.23'
12" RCP INVERT=5371.24'
STORM MANHOLE
RIM=5394.72'
12" CORRUGATED PLASTIC INVERT OUT (N)
12" CORRUGATED PLASTIC INVERT IN (S)
BOTTOM OF MANHOLE=5390.44'
UNABLE TO COLLECT INVERTS
STORM MANHOLE
RIM=5395.68'
12" CORRUGATED PLASTIC INVERT OUT (N)=5391.58'
12" CORRUGATED PLASTIC INVERT IN (S)=5391.59'
6" CORRUGATED PLASTIC INVERT IN (SW)=5391.62'
6" CORRUGATED PLASTIC INVERT IN (W)=5391.65'
STORM MANHOLE
RIM=5396.89'
12" CORRUGATED PLASTIC INVERT OUT (N)=5392.39'
6" CORRUGATED PLASTIC INVERT IN (SW)=5392.49'
6" CORRUGATED PLASTIC INVERT IN (W)=5392.44'
DENVER DRIVE
OMAHA DRIVE
COLORADO STREET
FLOWLINE AT INLET=5379.64'
18" RCP INVERT OUT (NE)=5376.65'
CREMATORIUM
WALL
PHASE 1A
CONSTRUCTION
LIMITS
PHASE 1B
DRAINAGE
IMPROVEMENT
LIMITS
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) 679-8122
Enviromental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
JR MN
V-108
EXISTING CONDITIONS SURVEY
DETAIL SHEET
MATCH LINE SEE SHEET V-113MATCH LINE SEE SHEET V-113
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V -1
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
M
A
TC
H L
IN
E
SE
E
SH
EE
T V-
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
MATCH LINE SEE SHEET V-103 MATCH LINE SEE SHEET V-103
DRAWING INDEX
BENCHMARK:
#160A
CONTROL POINT :
BASIS OF BEARINGS:
NOTES:
1-800-922-1987
NORTH
LEGEND
ST
SS
IP
S
C.P.
CROSS
T
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 165
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
12/16/2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
WW
ST
ST
ST
ST
ST
ST
ST
STORM MANHOLE
RIM=5371.57'
24" CORRUGATED PLASTIC INVERT OUT (N)=5362.23'
24" CORRUGATED PLASTIC INVERT IN (S)=5362.25'
4" PVC INVERT IN (E)=5362.67'
STORM MANHOLE
RIM=5376.78'
24" CORRUGATED PLASTIC INVERT OUT (N)=5364.98'
24" CORRUGATED PLASTIC INVERT IN (S)=5365.02'
4" PVC INVERT IN (SE)=5365.11'
STORM MANHOLE
RIM=5379.46'
24" CORRUGATED PLASTIC INVERT OUT (N)=5368.12'
24" CORRUGATED PLASTIC INVERT IN (SW)=5368.54'
4" PVC INVERT IN (SE)=5369.05'
STORM MANHOLE
RIM=5380.93'
24" CORRUGATED PLASTIC INVERT OUT (NE)=5373.93'
18" CORRUGATED PLASTIC INVERT IN (S)=5374.62'
18" CORRUGATED PLASTIC INVERT IN (SE)=5374.33'
FLOWLINE AT INLET=5382.10'
18" CORRUGATED PLASTIC INVERT OUT (NNW)=5377.95'
18" CORRUGATED PLASTIC INVERT IN (E)=5378.76'
18" CORRUGATED PLASTIC INVERT IN (SSE)=5378.64'
FLOWLINE AT INLET=5382.12'
18" CORRUGATED PLASTIC INVERT OUT
(NNW)=5378.91'
STORM MANHOLE
RIM=5382.85'
18" CORRUGATED PLASTIC INVERT OUT (NE)=5376.84'
18" CORRUGATED PLASTIC INVERT IN (SW)=5376.89'
FLOWLINE AT INLET=5346.16'
18" INVERT OUT (E)=5342.61'
18" INVERT IN (W)=5342.08'18" CORRUGATED PLASTIC INVERT OUT (N)=5341.47'
FLOWLINE AT INLET=5362.57'
18" CORRUGATED PLASTIC INVERT OUT (E)=5358.65'
18" CORRUGATED PLASTIC INVERT IN (NW)=5358.81'
FLOWLINE AT INLET=5385.11'
18" CORRUGATED PLASTIC INVERT OUT (NE)=5381.47'
FLOWLINE AT INLET=5385.17'
18" CORRUGATED PLASTIC INVERT OUT (NW)=5380.94'
18" CORRUGATED PLASTIC INVERT IN (SW)=5381.00'
STORM MANHOLE
RIM=5385.84'
18" CORRUGATED PLASTIC INVERT OUT (NW)=5380.24'
18" CORRUGATED PLASTIC INVERT IN (SE)=5380.44'
STORM MANHOLE
RIM=5384.88'
18" CORRUGATED PLASTIC INVERT OUT (W)=5379.72'
18" CORRUGATED PLASTIC INVERT IN (SE)=5379.92'
STORM MANHOLE
RIM=5383.31'
18" CORRUGATED PLASTIC INVERT OUT (W)
18" CORRUGATED PLASTIC INVERT IN (E)
BOTTOM OF MANHOLE=5379.35'
UNABLE TO COLLECT INVERTS
COLO
RADO STR
EET
ARIZONA STREET
NEW MEXICO STREET
OMAHA DRIVE
V-109
OM
AHA DRIVE
NEBRASKA STREET
OMAHA DRIVE
CONCRETE
PHASE 1A
CONSTRUCTION
LIMITS
PHASE 1A
CONSTRUCTION
LIMITS
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) 679-8122
Enviromental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
JR MN
V-109
EXISTING CONDITIONS SURVEY
DETAIL SHEET
MATCH LINE SEE SHEET V-114
MATCH LINE SEE SHEET V-104MATCH LINE SEE SHEET V-104
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
MATCH LINE SEE SHEET V-114
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
DRAWING INDEX
BENCHMARK:
#160A
CONTROL POINT :
BASIS OF BEARINGS:
NOTES:
1-800-922-1987
NORTH
LEGEND
ST
SS
IP
S
C.P.
CROSS
T
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 165
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
12/16/2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
MATCH LINE SEE
SHEET V-114 PHASE 1A - ALTERNATE 1 BID DOCUMENTS
FLOWLINE AT INLET=5361.83'
18" INVERT OUT (NW)=5352.48'
18" INVERT IN (SE)=5352.76'
UNABLE TO DETERMINE PIPE TYPE
STORM MANHOLE
RIM=5361.80'
18" CORRUGATED PLASTIC INVERT OUT (N)=5350.55'
18" CORRUGATED PLASTIC INVERT IN (SE)=5350.75'
ST
18" FLARED END SECTION INVERT (N)=5372.27'
N0 0°
'28
"W
,3
.0 9'
LOGAN CIRCLE
NEW MEXICO STREET
COLORADO STREET
N0 0°
'56
"W
.38
CONCRETE
GARVEL
GATE
GARVEL
PHASE 1A
CONSTRUCTION
LIMITS
PHASE 1A
CONSTRUCTION
LIMITS
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) 679-8122
Enviromental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
JR MN
V-110
EXISTING CONDITIONS SURVEY
DETAIL SHEET
MATCH LINE SEE SHEET V-115
MATCH LINE SEE SHEET V-105
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
M
A
TC
H L
IN
E
SE
E
SH
EE
T V-
MATCH LINE SEE SHEET V-115
MATCH LINE SEE SHEET V-105
DRAWING INDEX
BENCHMARK:
#160A
CONTROL POINT :
BASIS OF BEARINGS:
NOTES:
1-800-922-1987
NORTH
LEGEND
ST
SS
IP
S
C.P.
CROSS
T
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 165
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
12/16/2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
SS
SANITARY SEWER MANHOLE
RIM=5440.78'
8" PVC INVERT OUT (NW)=5428.53'
8" PVC INVERT IN (SE)=5428.63'
E
ST ST
ST
E
18" PVC INVERT (SE)=5430.68'
18" PVC INVERT (SE)=5430.05'
STORM MANHOLE
POSSIBLE DETENTION VAULT
WITH CONCRETE WALL DIVIDING MANHOLES
SEVERAL FEET OF STANDING WATER
RIM=5430.87'
4" IRON INVERT (E)=5426.77'
BOTTOM OF BOX=5423.11'
STORM INLET
FLOWLINE AT INLET=5420.52'
18" RCP INVERT (SE)=5417.74'
STORM INLET
FLOWLINE AT INLET=5419.92'
18" RCP INVERT (NW)=5417.07'
18" CMP INVERT (SE)=5416.72'
STORM INLET
FLOWLINE AT INLET=5420.85'
18" CMP INVERT (NW)=5417.30'
18" CMP INVERT (SE)=5417.36'
STORM INLET
FLOWLINE AT INLET=5420.92'
18" CMP INVERT (NW)=5417.03'
18" CMP INVERT (E)=5416.83' STORM INLET
FLOWLINE AT INLET=5419.02'
18" CMP INVERT (W)=5416.28'
18" CMP INVERT (E)=5416.18'
STORM INLET
FLOWLINE AT INLET=5441.22'
8" PVC INVERT OUT (SE)=5437.03'
STORM INLET
FLOWLINE AT INLET=5441.25'
8" PVC INVERT IN (NW)=5436.54'
18" PVC INVERT OUT (SE)=5436.25'
STORM MANHOLE
RIM=5441.33'
18" PVC INVERT IN (NW)=5435.93'
18" PVC INVERT OUT (SE)=5435.78'
STORM INLET
FLOWLINE AT
INLET=5435.70'
18" PVC OUT
(SE)=5431.41'
STORM INLET
FLOWLINE AT INLET=5433.78'
12" CMP INVERT (N)=5430.14'
12" CMP INVERT (W)=5430.25'
LOGAN BOULEVARD
KA
NS
AS
S
TR
EE
T
W
YOM
ING STREET
OM
AHA DRIVE
SH
ER
ID
AN
BO
UL
EV
AR
D
36" CMP INVERT (NE)=5412.17'
36" CMP INVERT (NE)=5412.18'
30" CMP INVERT (NE)=5412.16'
SANITARY SEWER MANHOLE
RIM=5433.96'
8" PVC INVERT OUT (NW)=5430.56'
8" PVC INVERT IN (S)=5430.61'
STORM MANHOLE
POSSIBLE DETENTION VAULT
WITH CONCRETE WALL DIVIDING MANHOLES
SEVERAL FEET OF STANDING WATER
RIM=5431.20'
4" IRON INVERT (W)=5427.16'
BOTTOM OF BOX=5423.20'
SANITARY SEWER MANHOLE
RIM=5439.49'
8" PVC INVERT OUT (NW)=5429.44'
8" PVC INVERT IN (SE)=5429.54'
POND
VISITOR CENTER
CONCRETE
RIP-RAP
CONCRETE
WALL
WALL
BUILDING
CONCRETE
WATER LINE
WATER LINE
WALL
36" HDPE INVERT (SW)=5414.04'
36" CMP INVERT (SW)=5413.34'
STORM INLET
FLOWLINE AT INLET=5418.89'
18" CMP INVERT (W)=5415.82'
18" CMP INVERT (E)=5415.69'
PHASE 1B
PROPOSED
BOUNDARY
PHASE 1B
PROPOSED
BOUNDARY
PHASE 1B
PROPOSED
BOUNDARY
VETERAN'S
LAKE
VETERAN'S LAKE
PHASE 1B
DRAINAGE
IMPROVEMENT
LIMITS
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) 679-8122
Enviromental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
JR MN
V-111
EXISTING CONDITIONS SURVEY
DETAIL SHEET
MATCH LINE SEE SHEET V-116
MATCH LINE SEE SHEET V-106MATCH LINE SEE SHEET V-106
MATCH LINE SEE SHEET V-116
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
M
A
TC
H L
IN
E
SE
E
SH
EE
T V-
DRAWING INDEX
BENCHMARK:
#160A
CONTROL POINT :
BASIS OF BEARINGS:
NOTES:
1-800-922-1987
NORTH
LEGEND
ST
SS
IP
S
C.P.
CROSS
T
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 165
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
12/16/2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
T
H 02
ST
ST
ST
ST
STORM INLET
FLOWLINE AT INLET=5408.00'
24" INVERT OUT (N)=5396.35'
24" CMP INVERT IN (E)=5396.38'
36" RCP INVERT IN (SW)=5401.44'
STORM INLET
FLOWLINE AT INLET=5408.64'
24" CORRUGATED PLASTIC INVERT OUT (E)=5404.91'
STORM MANHOLE
RIM=5422.55'
30" RCP INVERT OUT (NE)=5417.65'
UNABLE TO DETERMINE PIPE SIZE AND TYPE INVERT IN (S)=5417.80'
STORM MANHOLE
RIM=5408.22'
24" CMP INVERT OUT (N)=5396.28'
24" INVERT IN (S)=5396.22'
24" CORRUGATED PLASTIC INVERT IN (W)=5404.07'
FLOWLINE AT INLET=5429.05'
24" RCP INVERT OUT (N)=5422.22'
24" RCP INVERT IN (S)=5422.46'
18" CMP FLARED END SECTION INVERT (E)=5394.60'
POSSIBLE IRRIGATION MANHOLE
RIM=5433.37'
12" IRON PIPE RUNNING EAST/WEST
36" CMP FLARED END SECTION INVERT (E)=5393.22'
30" CMP FLARED END SECTION INVERT (E)=5393.32'
36" CMP FLARED END SECTION INVERT (E)=5393.84'
FOUND SHINER
"527"
OM
AHA DRIVE
OMAHA DRIVE
DE
NV
ER
D
RI
VE
DENVER DRIVE
N89°44'39"W 5245.53'
POND
WATER LINE
WATER LINE
WATER LINE
CONCRETE
RIP-RAP
STORM INLET
FLOWLINE AT INLET=5418.89'
18" CMP INVERT (W)=5415.82'
18" CMP INVERT (E)=5415.69'
RIP-RAP
PHASE 1B
DRAINAGE
IMPROVEMENT
LIMITS
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) 679-8122
Enviromental & Geotechnical Engineering:
Terracon Consultants Jennifer Peters/John Haas
(210) 907-7648/(303) 454-5265
Cost Estimating:
OCMI
Kyle Veater
(757) 803-7517
JR MN
V-112
EXISTING CONDITIONS SURVEY
DETAIL SHEET
MATCH LINE SEE SHEET V-107
MATCH LINE SEE SHEET V-117
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V -1
M
A
TC
H L
IN
E
SE
E
SH
EE
T V
-1
M A
TC
H
L
IN
E
SE
E
SH
EE
T
V-
MATCH LINE SEE SHEET V-117
DRAWING INDEX
BENCHMARK:
#160A
CONTROL POINT :
BASIS OF BEARINGS:
NOTES:
1-800-922-1987
NORTH
LEGEND
ST
SS
IP
S
C.P.
CROSS
T
CONCRETE
MATCH LINE SEE SHEET V-107
Structural Engineer:
H2B, Inc Tod Henning
(713) 864-2910 OF 165
PHASE 1A DEVELOPMENT ON NEW LAND
PRELIMINARY
NOT FOR CONSTRUCTION
PHASE 1A - ALTERNATE 1 BID DOCUMENTS
11 / 03 / 2022
12/16/2022
PHASE 1A - ALTERNATE 1A BID DOCUMENTS
01 / 31 / 2023
T
OUTLET STRUCTURE
18" CORRUGATED PLASTIC INVERT OUT (NW)=5385.66'
STORM INLET
FLO…
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