V1-892PC2037MNC_BC_DRAWINGS_02-22-2021_Part2.pdf
PDF 23 MB Posted
- Solicitation number
- 36c10f21r0018
About this file
This document provides details on a federal contract opportunity for construction services. The solicitation number is 36c10f21r0018 for the Y1PC--Miramar National Cemetery Phase 2 Construction project. The opportunity type is a solicitation issued by the Department of Veterans Affairs Office of Construction and Facilities Management. The description provided indicates this opportunity is for phase two of construction services at the Miramar National Cemetery. No further specifics on required construction products, response dates, or pricing are included in this document.
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Text version
T F
BF
T F
BF
T F
BF
T F
BF
T F
BF
T
F BF
T F
BF
N = 1897203.04 E = 6273588.59
N = 1897180.03 E = 6273642.11
N = 1897058.09 E = 6273584.86
N = 1897030.62 E = 6273587.97
N = 1897020.25 E = 6273601.46
N = 1896999.00 E = 6273634.15
N = 1896968.94 E = 6273746.75
N = 1896975.16 E = 6273799.68
N = 1897014.55 E = 6273839.64
N = 1897050.84 E = 6273866.10
N = 1897143.11 E = 6273909.69
N = 1897119.24 E = 6273939.10 N = 1897129.60
E = 6273987.36
N = 1897101.61 E = 6274028.35
N = 1897030.10 E = 6274006.10
N = 1897014.53 E = 6274008.99
N = 1896988.76 E = 6274025.10
N = 1896959.76 E = 6274065.67
N = 1896939.57 E = 6274108.54
N = 1896969.05 E = 6274165.92
N = 1896917.48 E = 6274288.97
N = 1896939.48 E = 6274372.29
N = 1896983.61 E = 6274436.72
N = 1897056.79 E = 6274562.64
N = 1897094.12 E = 6274578.60
N = 1897143.76 E = 6274572.67
N = 1897219.70 E = 6274507.22
N = 1897194.48 E = 6274533.01
N = 1897258.47 E = 6274464.82
N = 1897309.92 E = 6274397.82
N = 1897342.70 E = 6274333.34
N = 1897361.14 E = 6274268.83
N = 1897379.51 E = 6274156.43
N = 1897389.84 E = 6274130.47
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1
P H ON E 6 1 9 . 2 3 8 . 3 8 1 1
www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
243B N S P C H
EROSION CONTROL PLAN
EROSION CONTROL PLAN
SCALE: 1" = 30'
MA
TC
HL
IN
E
SE
E
SH
EE
T
CE
-4
MATCHLINE SEE SHEET CE-404
EROSION CONTROL NOTES:
1 INSTALL SILT FENCE PER CALTRANS SC-01
DETAIL
2 STABILIZED CONSTRUCTION ENTRANCE/EXIT PER
CALTRANS TC-01 DETAIL
3 INLET PROTECTION PER CALTRANS SC-10 DETAIL
4 GRAVEL CHECK DAM PER CALTRANS SC-04
DETAIL
5 OUTLET PROTECTION PER CALTRANS SS-10
DETAIL
6 SOIL BINDER SLOPE STABILIZATION PER
CALTRANS SC-05 DETAIL
7 NON-IRRIGATED NATIVE/NATURALIZED
LANDSCAPE TREATMENT
NOTES:
1. REFER TO CALTRANS CONSTRUCTION SITE BEST
MANAGEMENT PRACTICES (BMP) MANUAL (MAY
2017 EDITION).
2. DURING CONSTRUCTION BMP LOCATIONS TO BE
DETERMINED BY CONTRACTOR AND RELOCATED
AS NECESSARY.
3. CONTRACTOR SHALL DETERMINE LOCATION OF
THE CONSTRUCTION YARD INCLUDING VEHICLE
AND EQUIPMENT PARKING AREAS, AREAS USED
TO STORE SOILS, CONSTRUCTION MATERIALS
AND WASTES, AND LOADING AND UNLOADING
AREAS.
4. GRADED AREAS WITH SLOPES FLATTER THAN
15% SHALL RECEIVE WIND PROTECTION SOIL
BINDER PER CALTRANS SS-05.
5. REFER TO SPECIFICATION SECTION 32 97 00 AND
32 97 13 FOR NON-IRRIGATED
NATIVE/NATURALIZED LANDSCAPE TREATMENT
DETAILS.
MASON CARTER LN
TF
BF
R
R
T
T
BF
T F
BF
T
FBF
N = 1897749.66 E = 6273679.13
N = 1897786.73 E = 6273714.36
N = 1897825.55 E = 6273797.93
N = 1897832.59 E = 6273807.99
N = 1897844.30 E = 6273880.84
N = 1897932.82 E = 6273949.96
N = 1897970.17 E = 6273940.41
N = 1898151.34 E = 6273818.89
N = 1898168.82 E = 6273831.52
N = 1898174.28 E = 6273788.55
N = 1898192.99 E = 6273763.02
N = 1898214.64 E = 6273828.21
N = 1898268.81 E = 6273875.66
N = 1898296.38 E = 6273874.00
N = 1898325.82 E = 6273709.10
N = 1898348.29 E = 6273682.58
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1
P H ON E 6 1 9 . 2 3 8 . 3 8 1 1
www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
243B N S P C H
EROSION CONTROL PLAN
EROSION CONTROL PLAN
SCALE: 1" = 30'
MA
TC
HL
IN
E
SE
E
SH
EE
T
CE
-4
MATCHLINE SEE SHEET CE-403
EROSION CONTROL NOTES:
1 INSTALL SILT FENCE PER CALTRANS SC-01 DETAIL
2 STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CALTRANS TC-01 DETAIL
3 INLET PROTECTION PER CALTRANS SC-10 DETAIL
4 GRAVEL CHECK DAM PER CALTRANS SC-04 DETAIL
5 OUTLET PROTECTION PER CALTRANS SS-10 DETAIL
6 SOIL BINDER SLOPE STABILIZATION PER CALTRANS SC-05 DETAIL
7 NON-IRRIGATED NATIVE/NATURALIZED LANDSCAPE TREATMENT
NOTES:
1. REFER TO CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP)
MANUAL (MAY 2017 EDITION).
2. DURING CONSTRUCTION BMP LOCATIONS TO BE DETERMINED BY CONTRACTOR AND
RELOCATED AS NECESSARY.
3. CONTRACTOR SHALL DETERMINE LOCATION OF THE CONSTRUCTION YARD INCLUDING
VEHICLE AND EQUIPMENT PARKING AREAS, AREAS USED TO STORE SOILS,
CONSTRUCTION MATERIALS AND WASTES, AND LOADING AND UNLOADING AREAS.
4. GRADED AREAS WITH SLOPES FLATTER THAN 15% SHALL RECEIVE WIND PROTECTION
SOIL BINDER PER CALTRANS SS-05.
5. REFER TO SPECIFICATION SECTION 32 97 00 AND 32 97 13 FOR NON-IRRIGATED
NATIVE/NATURALIZED LANDSCAPE TREATMENT DETAILS.
MASON CARTER LN
AVE OF FLAGS
MATCHLINE SEE SHEET CE-405
N = 1898403.93 E = 6273758.18
N = 1898348.29 E = 6273682.58
N = 1898449.49 E = 6273740.41
N = 1898519.37 E = 6273430.80
N = 1898607.40 E = 6273613.36
N = 1898390.97 E = 6273553.87
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1
P H ON E 6 1 9 . 2 3 8 . 3 8 1 1
www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
243B N S P C H
EROSION CONTROL PLAN
EROSION CONTROL PLAN
SCALE: 1" = 30'
EROSION CONTROL NOTES:
1 INSTALL SILT FENCE PER CALTRANS SC-01 DETAIL
2 STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CALTRANS TC-01 DETAIL
3 INLET PROTECTION PER CALTRANS SC-10 DETAIL
4 GRAVEL CHECK DAM PER CALTRANS SC-04 DETAIL
5 OUTLET PROTECTION PER CALTRANS SS-10 DETAIL
6 SOIL BINDER SLOPE STABILIZATION PER CALTRANS SC-05 DETAIL
7 NON-IRRIGATED NATIVE/NATURALIZED LANDSCAPE TREATMENT
NOTES:
1. REFER TO CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP)
MANUAL (MAY 2017 EDITION).
2. DURING CONSTRUCTION BMP LOCATIONS TO BE DETERMINED BY CONTRACTOR AND
RELOCATED AS NECESSARY.
3. CONTRACTOR SHALL DETERMINE LOCATION OF THE CONSTRUCTION YARD INCLUDING
VEHICLE AND EQUIPMENT PARKING AREAS, AREAS USED TO STORE SOILS,
CONSTRUCTION MATERIALS AND WASTES, AND LOADING AND UNLOADING AREAS.
4. GRADED AREAS WITH SLOPES FLATTER THAN 15% SHALL RECEIVE WIND PROTECTION
SOIL BINDER PER CALTRANS SS-05.
5. REFER TO SPECIFICATION SECTION 32 97 00 AND 32 97 13 FOR NON-IRRIGATED
NATIVE/NATURALIZED LANDSCAPE TREATMENT DETAILS.
MATCHLINE SEE SHEET CE-401 MATCHLINE SEE SHEET CE-404
TR
HONOR GUARD
BUILDING
N = 1899791.06 E = 6273614.36
N = 1899743.22 E = 6273621.65
N = 1899633.79 E = 6273677.04
N = 1899608.22 E = 6273703.61 N = 1899605.05
E = 6273723.25
N = 1899610.33 E = 6273734.39
N = 1899634.03 E = 6273744.10
N = 1899650.23 E = 6273878.39
N = 1899639.37 E = 6273892.83
N = 1899622.23 E = 6273958.70
N = 1899644.18 E = 6273983.57
N = 1899831.72 E = 6273959.01
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1
P H ON E 6 1 9 . 2 3 8 . 3 8 1 1
www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
243B N S P C H
EROSION CONTROL PLAN
EROSION CONTROL PLAN
SCALE: 1" = 30'
EROSION CONTROL NOTES:
1 INSTALL SILT FENCE PER CALTRANS SC-01 DETAIL
2 STABILIZED CONSTRUCTION ENTRANCE/EXIT PER CALTRANS TC-01 DETAIL
3 INLET PROTECTION PER CALTRANS SC-10 DETAIL
4 GRAVEL CHECK DAM PER CALTRANS SC-04 DETAIL
5 OUTLET PROTECTION PER CALTRANS SS-10 DETAIL
6 SOIL BINDER SLOPE STABILIZATION PER CALTRANS SC-05 DETAIL
7 NON-IRRIGATED NATIVE/NATURALIZED LANDSCAPE TREATMENT
NOTES:
1. REFER TO CALTRANS CONSTRUCTION SITE BEST MANAGEMENT PRACTICES (BMP)
MANUAL (MAY 2017 EDITION).
2. DURING CONSTRUCTION BMP LOCATIONS TO BE DETERMINED BY CONTRACTOR AND
RELOCATED AS NECESSARY.
3. CONTRACTOR SHALL DETERMINE LOCATION OF THE CONSTRUCTION YARD INCLUDING
VEHICLE AND EQUIPMENT PARKING AREAS, AREAS USED TO STORE SOILS,
CONSTRUCTION MATERIALS AND WASTES, AND LOADING AND UNLOADING AREAS.
4. GRADED AREAS WITH SLOPES FLATTER THAN 15% SHALL RECEIVE WIND PROTECTION
SOIL BINDER PER CALTRANS SS-05.
5. REFER TO SPECIFICATION SECTION 32 97 00 AND 32 97 13 FOR NON-IRRIGATED
NATIVE/NATURALIZED LANDSCAPE TREATMENT DETAILS.
MIRAMAR ROAD
BF
T F
BF
R T
NO
PA
RK
IN
G
ADMINISTRATION
COMPLEX
BF
BF
BF
BF
T
F
BF
T
F
BF
T F
BF
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1
P H ON E 6 1 9 . 2 3 8 . 3 8 1 1
www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
NOBEL D
R
B N S P C H
DEMOLITION PLAN INDEX
MAP
AVE OF FLAGS
DEMOLITION PLAN INDEX MAP
SCALE: 1" = 200'
CD-401
MIRAMAR ROAD
CD-402
CD-403
CD-404
CD-406
LEGEND
PROPERTY LINE
EASEMENT
PROPERTY SETBACK LINE
EXISTING FENCE
EXISTING CURB
EXISTING PARKING
EXISTING ROAD CENTERLINE
EXISTING EDGE OF CONCRETE
EXISTING VEGETATION
EXISTING PROJECT FOOTPRINT
EXISTING UNDERGROUND ELECTRICAL
ENVIRONMENTAL FILTER FABRIC FENCE
SAW-CUT PAVEMENT
DEMOLITION AREA
ENVIRONMENTALLY SENSITIVE AREA
NOTES:
REFER TO SHEET C-004 FOR DEMOLITION ON NOBEL DRIVE.
CD-405
F
BF
NO
PA
RK
IN
G
ADMINISTRATION
COMPLEX
T F
BF
N = 1898285.21 E = 6273060.70
N = 1898259.90 E = 6273121.42
N = 1898246.85 E = 6273154.40
N = 1898233.70 E = 6273188.94
N = 1898014.87 E = 6273175.72
N = 1897975.54 E = 6273161.81
N = 1898030.24 E = 6273292.80
N = 1898226.94 E = 6272994.44
N = 1898212.15 E = 6272987.13
N = 1897644.87 E = 6273131.90
REMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
REMOVE AND DISPOSE OF
EXISTING CONCRETE SIDEWALK
REMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
REMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
REMOVE AND DISPOSE OF
EXISTING ASPHALT PARKING LOT
REMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
REMOVE AND DISPOSE OF CATCH BASIN
REMOVE AND DISPOSE IF CATCH BASIN
EXISTING GENERATOR, TRANSFORMER,
AND BOLLARDS TO REMAIN
PROTECT FROM DAMAGE
N = 1898028.41 E = 6273306.19
REMOVE AND REUSE COBBLE BAND
REMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
N = 1897928.88 E = 6273105.93
REMOVE AND DISPOSE OF
EXISTING ASPHALT PAVEMENT
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1
P H ON E 6 1 9 . 2 3 8 . 3 8 1 1
www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
MASON CARTER LN
B N S P C H
DEMOLITION PLAN
AVE OF FLAGS
DEMOLITION PLAN
SCALE: 1" = 30'
MATCHLINE SEE SHEET CD-402
MA
TC
HL
IN
E
SE
E
SH
EE
T
CD
-4
LEGEND
PROPERTY LINE
EASEMENT
PROPERTY SETBACK LINE
EXISTING FENCE
EXISTING CURB
EXISTING PARKING
EXISTING ROAD CENTERLINE
EXISTING EDGE OF CONCRETE
EXISTING VEGETATION
EXISTING PROJECT FOOTPRINT
EXISTING UNDERGROUND ELECTRICAL
ENVIRONMENTAL FILTER FABRIC FENCE
FILTER FABRIC FENCE
SAW-CUT PAVEMENT
DEMOLITION AREA
NOTES:
ALL EXISTING PAVEMENT SHALL BE SAW-CUT TO ENSURE A STRAIGHT
SMOOTH SURFACE. ALL CUTS IN SIDEWALKS, DRIVEWAYS, OR OTHER
PAVEMENT SHALL BE SAW-CUT IN STRAIGHT PERPENDICULAR LINES UNLESS
INDICATED DIFFERENTLY IN THE PLANS. PAYMENT FOR THIS WORK IS
SUBSIDIARY TO THE BID UNIT PRICE UNLESS SPECIFIC PAY ITEMS FOR THIS
WORK ARE INCLUDED IN THE BID PROPOSAL.
MATCHLINE SEE SHEET CD-405
N = 1897607.97 E = 6273132.53
N = 1897574.18 E = 6273288.52
N = 1897304.08 E = 6273494.93
N = 1897286.05 E = 6273478.68
N = 1897260.00 E = 6273509.71
N = 1897241.41 E = 6273396.26
N = 1897255.89 E = 6273370.24
REMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
REMOVE AND DISPOSE OF
OF EXISTING ASPHALT ROAD
REMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
REMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
REMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
REMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
REMOVE AND DISPOSE OF
EXISTING CONCRETE SIDEWALK
REMOVE AND DISPOSE OF
EXISTING CONCRETE SIDEWALK
REMOVE AND DISPOSE OF CATCH BASIN
REMOVE AND DISPOSE OF 18" STORM SEWER PIPE
N = 1897626.04 E = 6273145.47
REMOVE AND DISPOSE OF
EXISTING ASPHALT PAVEMENT
N = 1897492.35 E = 6273389.66
N = 1897488.36 E = 6273383.69
REMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
REMOVE AND DISPOSE OF
EXISTING ASPHALT PAVEMENT
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1
P H ON E 6 1 9 . 2 3 8 . 3 8 1 1
www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
243B N S P C H
DEMOLITION PLAN
DEMOLITION PLAN
SCALE: 1" = 30'
MA
TC
HL
IN
E
SE
E
SH
EE
T
CD
-4
MATCHLINE SEE SHEET CD-401
MASON CARTER LN
LEGEND
PROPERTY LINE
EASEMENT
PROPERTY SETBACK LINE
EXISTING FENCE
EXISTING CURB
EXISTING PARKING
EXISTING ROAD CENTERLINE
EXISTING EDGE OF CONCRETE
EXISTING VEGETATION
EXISTING PROJECT FOOTPRINT
EXISTING UNDERGROUND ELECTRICAL
ENVIRONMENTAL FILTER FABRIC FENCE
FILTER FABRIC FENCE
SAW-CUT PAVEMENT
DEMOLITION AREA
NOTES:
ALL EXISTING PAVEMENT SHALL BE SAW-CUT TO ENSURE A STRAIGHT
SMOOTH SURFACE. ALL CUTS IN SIDEWALKS, DRIVEWAYS, OR OTHER
PAVEMENT SHALL BE SAW-CUT IN STRAIGHT PERPENDICULAR LINES UNLESS
INDICATED DIFFERENTLY IN THE PLANS. PAYMENT FOR THIS WORK IS
SUBSIDIARY TO THE BID UNIT PRICE UNLESS SPECIFIC PAY ITEMS FOR THIS
WORK ARE INCLUDED IN THE BID PROPOSAL.
REMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
REMOVE AND DISPOSE OF
EXISTING ASPHALT ROAD
REMOVE AND DISPOSE OF18" STORM SEWER PIPE
REMOVE AND DISPOSE OF CATCH BASIN
REMOVE AND DISPOSE OF 18" STORM
SEWER PIPE AND CONCRETE HEADWALL
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1
P H ON E 6 1 9 . 2 3 8 . 3 8 1 1
www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
243B N S P C H
DEMOLITION PLAN
DEMOLITION PLAN
SCALE: 1" = 30'
MA
TC
HL
IN
E
SE
E
SH
EE
T
CD
-4
MATCHLINE SEE SHEET CD-404
M
AS
ON
CA
RT
ER
LN
LEGEND
PROPERTY LINE
EASEMENT
PROPERTY SETBACK LINE
EXISTING FENCE
EXISTING CURB
EXISTING PARKING
EXISTING ROAD CENTERLINE
EXISTING EDGE OF CONCRETE
EXISTING VEGETATION
EXISTING PROJECT FOOTPRINT
EXISTING UNDERGROUND ELECTRICAL
ENVIRONMENTAL FILTER FABRIC FENCE
FILTER FABRIC FENCE
SAW-CUT PAVEMENT
DEMOLITION AREA
NOTES:
ALL EXISTING PAVEMENT SHALL BE SAW-CUT TO ENSURE A STRAIGHT
SMOOTH SURFACE. ALL CUTS IN SIDEWALKS, DRIVEWAYS, OR OTHER
PAVEMENT SHALL BE SAW-CUT IN STRAIGHT PERPENDICULAR LINES UNLESS
INDICATED DIFFERENTLY IN THE PLANS. PAYMENT FOR THIS WORK IS
SUBSIDIARY TO THE BID UNIT PRICE UNLESS SPECIFIC PAY ITEMS FOR THIS
R T
BF
N = 1897981.89 E = 6273828.46
N = 1897983.01 E = 6273850.44
N = 1898125.65 E = 6273822.00 N = 1898121.47
E = 6273843.09
N = 1898152.23 E = 6273820.52
N = 1898168.82 E = 6273831.52
REMOVE AND DISPOSE OF 18" STORM
SEWER PIPE AND CONCRETE HEADWALL
SAW-CUT, MILL, AND OVERLAY ASPHALT PAVEMENT
EXISTING CONCRETE CURB AND GUTTER
TO REMAIN PROTECT FROM DAMAGE
EXISTING CONCRETE CURB AND GUTTER
TO REMAIN PROTECT FROM DAMAGE
REMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
N = 1897755.96 E = 6273630.99
REMOVE AND REUSE COBBLE BAND
REMOVE 4" RECLAIMED WATERLINE
N = 1897943.98 E = 6273822.62
N = 1897973.55 E = 6273918.07
REMOVE AND REUSE COBBLE BAND
N = 1898267.53 E = 6273896.03
N = 1898313.32 E = 6273844.72
REMOVE AND REUSE COBBLE BAND
N = 1898140.58 E = 6273767.56
REMOVE AND REUSE COBBLE BAND
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1
P H ON E 6 1 9 . 2 3 8 . 3 8 1 1
www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
243B N S P C H
DEMOLITION PLAN
DEMOLITION PLAN
SCALE: 1" = 30'
MA
TC
HL
IN
E
SE
E
SH
EE
T
CD
-4
MATCHLINE SEE SHEET CD-403
AVE OF FLAGS
LEGEND
PROPERTY LINE
EASEMENT
PROPERTY SETBACK LINE
EXISTING FENCE
EXISTING CURB
EXISTING PARKING
EXISTING ROAD CENTERLINE
EXISTING EDGE OF CONCRETE
EXISTING VEGETATION
EXISTING PROJECT FOOTPRINT
EXISTING UNDERGROUND ELECTRICAL
ENVIRONMENTAL FILTER FABRIC FENCE
FILTER FABRIC FENCE
SAW-CUT PAVEMENT
DEMOLITION AREA
NOTES:
ALL EXISTING PAVEMENT SHALL BE SAW-CUT TO ENSURE A STRAIGHT
SMOOTH SURFACE. ALL CUTS IN SIDEWALKS, DRIVEWAYS, OR OTHER
PAVEMENT SHALL BE SAW-CUT IN STRAIGHT PERPENDICULAR LINES UNLESS
INDICATED DIFFERENTLY IN THE PLANS. PAYMENT FOR THIS WORK IS
SUBSIDIARY TO THE BID UNIT PRICE UNLESS SPECIFIC PAY ITEMS FOR THIS
WORK ARE INCLUDED IN THE BID PROPOSAL.
MATCHLINE SEE SHEET CD-405
N = 1898432.07 E = 6273410.59
REMOVE AND REUSE COBBLE BAND
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1
P H ON E 6 1 9 . 2 3 8 . 3 8 1 1
www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
243B N S P C H
DEMOLITION PLAN
DEMOLITION PLAN
SCALE: 1" = 30'
LEGEND
PROPERTY LINE
EASEMENT
PROPERTY SETBACK LINE
EXISTING FENCE
EXISTING CURB
EXISTING PARKING
EXISTING ROAD CENTERLINE
EXISTING EDGE OF CONCRETE
EXISTING VEGETATION
EXISTING PROJECT FOOTPRINT
EXISTING UNDERGROUND ELECTRICAL
ENVIRONMENTAL FILTER FABRIC FENCE
FILTER FABRIC FENCE
SAW-CUT PAVEMENT
DEMOLITION AREA
NOTES:
ALL EXISTING PAVEMENT SHALL BE SAW-CUT TO ENSURE A STRAIGHT
SMOOTH SURFACE. ALL CUTS IN SIDEWALKS, DRIVEWAYS, OR OTHER
PAVEMENT SHALL BE SAW-CUT IN STRAIGHT PERPENDICULAR LINES UNLESS
INDICATED DIFFERENTLY IN THE PLANS. PAYMENT FOR THIS WORK IS
SUBSIDIARY TO THE BID UNIT PRICE UNLESS SPECIFIC PAY ITEMS FOR THIS
WORK ARE INCLUDED IN THE BID PROPOSAL.
MATCHLINE SEE SHEET CD-404MATCHLINE SEE SHEET CD-401
N = 1899773.75 E = 6273649.56
N = 1899697.99 E = 6273867.79
N = 1899730.10 E = 6273858.33
N = 1899932.32 E = 6273715.68
N = 1899957.50 E = 6273898.73
N = 1899886.18 E = 6273908.29
REMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
REMOVE AND DISPOSE OF
EXISTING ASPHALT PARKING LOT
REMOVE AND DISPOSE OF CATCH
BASINS AND 18" STORM DRAIN PIPEREMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
RELOCATE TRAILER REFER TO SHEET
CG-406 FOR MORE INFORMATION
REMOVE CHAIN LINK FENCE SALVAGE
AND REINSTALL GATES AND FENCE
FABRIC DISPOSE OF FENCE POST
REMOVE AND DISPOSE OF CRUSHED ROCK
N = 1899860.99 E = 6273725.47
N = 1899645.84 E = 6273740.89
REMOVE AND DISPOSE OF EXISTING
CONCRETE CURB AND GUTTER
CUT AND PLUG STORM DRAIN
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1
P H ON E 6 1 9 . 2 3 8 . 3 8 1 1
www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
243B N S P C H
DEMOLITION PLAN
DEMOLITION PLAN
SCALE: 1" = 30'
LEGEND
PROPERTY LINE
EASEMENT
PROPERTY SETBACK LINE
EXISTING FENCE
EXISTING CURB
EXISTING PARKING
EXISTING ROAD CENTERLINE
EXISTING EDGE OF CONCRETE
EXISTING VEGETATION
EXISTING PROJECT FOOTPRINT
EXISTING UNDERGROUND ELECTRICAL
ENVIRONMENTAL FILTER FABRIC FENCE
FILTER FABRIC FENCE
SAW-CUT PAVEMENT
DEMOLITION AREA
MIRAMAR ROAD
NOTES:
ALL EXISTING PAVEMENT SHALL BE SAW-CUT TO ENSURE A STRAIGHT
SMOOTH SURFACE. ALL CUTS IN SIDEWALKS, DRIVEWAYS, OR OTHER
PAVEMENT SHALL BE SAW-CUT IN STRAIGHT PERPENDICULAR LINES UNLESS
INDICATED DIFFERENTLY IN THE PLANS. PAYMENT FOR THIS WORK IS
SUBSIDIARY TO THE BID UNIT PRICE UNLESS SPECIFIC PAY ITEMS FOR THIS
BF
T F
BF
T F
BF
T F
BF
T F
BF
T F
BF
T
F
BF
T R
R
R
R
R
TR
T
T
R
F T
T
F T
F T
F T
T
T
F T
T
T
T F
T F
BF
BF
BF
BF
BF
ADMINISTRATION
COMPLEX
BF
BF
BF
BF
T
F
BF
T
F
BF
T F
BF
HONOR GUARD
BUILDING
T
F
BF
T
F
BF
T F
BF
T
F BF
T F
BF
T F
BF
T F
BF
T F
BF
T
F BF
T F
BF
T F
BF
T
FBF
T
F
BF
T F
BF
T F
BF
T F
BF
T F
BF
T F
BF
T
F
BF
T R
R
R
R
R
TR
T
T
R
F T
T
F T
F T
F T
T
T
F T
T
T
T F
T F
BF
BF
BF
BF
BF
ADMINISTRATION
COMPLEX
BF
BF
BF
BF
T
F
BF
T
F
BF
T F
BF
HONOR GUARD
BUILDING
T
F
BF
T
F
BF
T F
BF
T
F BF
T F
BF
T F
BF
T F
BF
T F
BF
T
F BF
T F
BF
T F
BF
T
FBF
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1
P H ON E 6 1 9 . 2 3 8 . 3 8 1 1
www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
GRADING, PAVING, AND HORIZONTAL CONTROL INDEX MAP
SCALE: 1" = 200'
CG-401, CS-401
CG-402, CS-402
CG-403, CS-403
CG-404, CS-404
CG-405
PRECISE GRADE AND SUB-SURFACE DRAINAGE INDEX MAP
SCALE: 1" = 200'
CG-406
CG-407
CG-408
CS-403
NO
BE
L D R
MIRAMAR RD
NO
BE
L D R
MIRAMAR RD
B N S K V D
GRADING INDEX MAP
LEGEND
PROPERTY LINE
EASEMENT
PROPERTY SETBACK LINE
EXISTING FENCE
EXISTING CURB
EXISTING PARKING
EXISTING ROAD CENTERLINE
EXISTING EDGE OF CONCRETE
EXISTING VEGETATION
EXISTING STORM INLET
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED CURB
PROPOSED PARKING
PROPOSED STRIPING
PROPOSED COBBLE PATHS
PROPOSED CONCRETE
FUTURE BURIAL
PROPOSED PAVING
PROJECT FOOTPRINT
AVE OF FLAGS
AVE OF FLAGS
CG-409
MASON
CARTER LN
MASON
CARTER LN
NOTE:
CONTRACTOR TO INCLUDE 3,500 CY OF RIPPABLE
MATERIAL AND 500 CY OF HOE RAM IN EXCAVATION.
F
BF
T F
BF
T
F
BF
T R
R
T
T
T
F T
F T
F T
BF
NO
PA
RK
IN
G
ADMINISTRATION
COMPLEX
T F
BF
T
F
BF
FL ELEV = 379.90
N = 1897665.44 E = 6272852.55
FL ELEV = 378.48
N = 1897836.80 E = 6272756.47
PROPOSED DRAINAGE DITCH
PROPOSED ADMINISTRATION BUILDING EXPANSION
SEE SHEET CG-408 DETAILED GRADING PLAN
LIMITS OF DISTURBANCE (TYP)
LIMITS OF DISTURBANCE (TYP)
AVENUE OF FLAGS
2.
3%
3.
0%
3.
0%
6.
5%
2.
0% 10.4%
2.
0%
5.5%
.9
3.
0%
TOS = 390.5
MASON CARTER LN
10401041
376375
25.1%
R12'-6"
R7'-6"
TIE INTO EXISTING CURB
MATCH EXISTING ELEV
APPROX FG ELEV = 391.47
N = 1898014.85 E = 6273175.73
TIE INTO EXISTING CURB
MATCH EXISTING ELEV
APPROX FG ELEV = 392.81
N = 1898030.24 E = 6273292.80
TIE INTO EXISTING CURB
MATCH EXISTING ELEV
APPROX FG ELEV = 390.32
N = 1897975.54 E = 6273161.81
R8'-2"
R12'-6"
R12'-6"
R7'-6"
R204'-9"
R191'-3"
R250'-9"
APPROX FG ELEV = 391.71
N = 1897954.37 E = 6273324.20
1072 1073
TIE INTO EXISTING CURB
MATCH EXISTING ELEV
APPROX FG ELEV = 380.14
N = 1897644.87 E = 6273131.90
R7'-6"
COLUMBARIUM
PLAZA (SOUTH)
N = 1898238.06 E = 6273041.73
389.50TC
389.50TP
GRADE BREAK
GRADE BREAK
2.
0%
3.
0%
3.
0%
2.
0%
29.4%
33.0%
1.2%
1.3%
4.1%
GRA
DE
B
RE
AK
GRADE BREAK
.2
3.
0%
3.
0%
3.0%
BURIAL SECTION LAYOUT TABLE
POINT No.
ELEVATION
375.36
389.17
389.17
390.52
390.52
390.61
390.61
391.95
391.99
391.87
391.86
390.42
390.60
390.33
390.33
388.89
388.89
388.80
388.17
388.17
388.71
388.71
387.36
387.36
387.27
387.27
386.22
386.00
386.00
386.16
385.20
385.19
385.14
385.14
384.18
384.00
384.00
384.12
383.26
383.20
383.16
383.10
382.48
382.13
382.17
382.11
382.07
381.12
381.14
381.08
381.07
380.18
380.16
380.77
380.95
381.89
381.95
381.21
381.14
382.06
381.91
380.68
379.98
380.68
379.97
379.88
379.88
378.70
378.61
377.44
377.35
376.27
376.08
375.39
388.80
NORTHING
1897664.78
1898157.10
1898153.84
1898122.52
1898106.23
1898119.78
1898103.49
1898085.72
1898049.88
1898050.39
1898082.98
1898058.70
1898026.11
1898029.89
1898059.22
1897995.83
1898031.67
1898019.16
1897983.68
1897977.17
1898050.07
1898043.55
1898025.26
1897960.09
1897954.09
1898025.78
1897991.72
1897910.25
1897907.51
1897992.24
1897954.92
1897863.68
1897860.94
1897955.44
1897914.86
1897810.58
1897807.84
1897912.12
1897861.77
1897855.77
1897754.23
1897751.49
1897719.79
1897701.13
1897789.12
1897783.12
1897701.65
1897677.37
1897719.73
1897713.73
1897677.89
1897649.82
1897653.08
1897641.62
1897649.75
1897675.47
1897680.38
1897653.28
1897644.98
1897688.50
1897685.12
1897836.11
1897812.24
1897825.35
1897796.50
1897790.21
1897809.26
1897770.47
1897767.48
1897727.86
1897724.88
1897689.07
1897666.45
1897665.05
1897993.09
EASTING
6273455.09
6273229.98
6273237.29
6273197.04
6273233.57
6273195.81
6273232.34
6273154.34
6273234.71
6273226.18
6273153.12
6273089.73
6273162.79
6273146.96
6273081.20
6273105.49
6273025.12
6273045.82
6273073.79
6273088.40
6272969.15
6272983.76
6272914.29
6273060.41
6273066.50
6272905.76
6272864.29
6273046.94
6273045.72
6272855.76
6272821.60
6273026.17
6273024.95
6272813.07
6272786.21
6273020.01
6273018.79
6272784.99
6272780.05
6272786.13
6273021.15
6273019.93
6273032.07
6273014.99
6272817.72
6272823.81
6273006.46
6272943.07
6272848.09
6272854.17
6272934.54
6272886.99
6272879.68
6272926.16
6272942.62
6273018.37
6273025.37
6273064.98
6273062.94
6273041.83
6273046.78
6273326.19
6273323.70
6273429.63
6273474.89
6273506.40
6273323.39
6273319.35
6273319.04
6273322.96
6273322.65
6273318.93
6273315.32
6273432.32
6273104.26
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
GRADING PLAN
SCALE: 1" = 30'
MATCHLINE SEE SHEET CG-405
MA
TC
HL
IN
E
SE
E
SH
EE
T
CG
-4
MATCHLINE SEE SHEET CG-402
B N S K V D
GRADING PLAN
LEGEND
EASEMENT
EXISTING STORM INLET
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED COBBLE PATH
PROPOSED CRYPTS
FUTURE BURIAL
PROPOSED PAVING
LIMITS OF DISTURBANCE
23 DIRECTION OF HEADSTONE
NUMBER OF PLOTS
BURIAL SECTION
SQUARE = CRYPT INTERMENT AREA
OCTAGON = CREMAIN INTERMENT AREA
NOTES:
ALL EXISTING PAVEMENT SHALL BE SAW-CUT TO ENSURE A STRAIGHT
SMOOTH SURFACE. ALL CUTS IN SIDEWALKS, DRIVEWAYS, OR OTHER
PAVEMENT SHALL BE SAW-CUT IN STRAIGHT PERPENDICULAR LINES UNLESS
INDICATED DIFFERENTLY IN THE PLANS. PAYMENT FOR THIS WORK IS
SUBSIDIARY TO THE BID UNIT PRICE UNLESS SPECIFIC PAY ITEMS FOR THIS
R
T
F
BF
T
F BF
N = 1897293.43 E = 6273486.62
362.54TP
LIMITS OF DISTURBANCE (TYP)
PROPOSED SIDEWALK
3.1%
2.3%
33.3%
R12'-6"
R12'-6"
R7'-6"
TIE INTO EXISTING CURB
MATCH EXISTING ELEV
APPROX FG ELEV = 379.52
N = 1897607.98 E = 6273132.52
R205'-9" R12'-6"
R7'-6"
TIE INTO EXISTING CURB
MATCH EXISTING ELEV
APPROX FG ELEV = 375.09
N = 1897574.18 E = 6273288.51
APPROX FG ELEV = 377.51
N = 1897573.74 E = 6273192.12
APPROX FG ELEV = 375.22
N = 1897578.24 E = 6273283.66
R198'-3"
TIE INTO EXISTING CURB
MATCH EXISTING ELEV
APPROX FG ELEV = 362.81
N = 1897304.05 E = 6273494.90
ELEV = MATCH EXISTING
N = 1897241.41 E = 6273396.26
ELEV = MATCH EXISTING
N = 1897242.35 E = 6273362.76
ELEV = MATCH EXISTING
N = 1897256.03 E = 6273370.64
ELEV = MATCH EXISTING
N = 1897227.87 E = 6273388.07
EXISTING COMMITAL
SHELTER TO REMAIN
MASON CARTER LN
GRA
DE
B
RE
AK
2.0%
2.2%
2.0%
2.0%
2.0%
33.0%
33.4%
3.0%
5.0%
4.9%
BURIAL SECTION LAYOUT TABLE
POINT No.
ELEVATION
380.89
380.92
380.60
380.42
381.89
380.95
381.21
381.95
380.16
380.17
381.14
380.10
379.15
379.15
380.11
379.09
378.12
378.13
379.09
378.07
377.11
377.11
378.07
377.05
376.58
376.58
377.05
373.79
371.00
371.14
370.15
370.05
367.54
368.20
370.72
370.72
370.13
367.12
367.19
366.49
366.93
367.32
367.91
364.72
366.06
367.98
366.95
363.37
364.52
366.84
361.90
363.16
361.79
360.67
360.62
NORTHING
1897638.24
1897598.62
1897625.37
1897631.98
1897550.01
1897596.92
1897494.81
1897541.72
1897611.28
1897439.60
1897486.51
1897609.58
1897575.88
1897384.40
1897431.31
1897554.38
1897474.45
1897342.40
1897382.70
1897466.16
1897419.25
1897320.20
1897340.70
1897410.95
1897370.99
1897344.58
1897325.11
1897574.41
1897532.41
1897538.63
1897516.86
1897510.72
1897443.06
1897508.26
1897520.08
1897504.19
1897492.65
1897426.45
1897434.51
1897405.58
1897419.22
1897447.69
1897485.28
1897355.08
1897393.45
1897491.23
1897474.57
1897322.67
1897350.19
1897473.29
1897293.88
1897317.78
1897292.60
1897275.94
1897274.65
EASTING
6272931.11
6272904.01
6272893.23
6272897.75
6272932.55
6272906.49
6272956.58
6272930.51
6273098.04
6272980.61
6272954.54
6273100.52
6273135.62
6273004.63
6272978.56
6273124.55
6273128.03
6273037.69
6273007.11
6273125.99
6273152.05
6273084.30
6273040.17
6273150.01
6273151.76
6273133.69
6273091.30
6273312.12
6273369.49
6273376.56
6273395.72
6273388.74
6273424.89
6273515.16
6273531.53
6273552.99
6273577.40
6273436.62
6273457.02
6273443.35
6273433.20
6273466.57
6273527.46
6273465.94
6273440.93
6273533.59
6273568.85
6273497.08
6273466.94
6273571.57
6273529.93
6273498.08
6273532.64
6273567.90
6273570.61
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
GRADING PLAN
SCALE: 1" = 30'
MATCHLINE SEE SHEET CG-401
MA
TC
HL
IN
E
SE
E
SH
EE
T
CG
-4
B N S K V D
GRADING PLAN
LEGEND
EASEMENT
EXISTING STORM INLET
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED COBBLE PATH
PROPOSED CRYPTS
FUTURE BURIAL
PROPOSED PAVING
LIMITS OF DISTURBANCE
23 DIRECTION OF HEADSTONE
NUMBER OF PLOTS
BURIAL SECTION
SQUARE = CRYPT INTERMENT AREA
OCTAGON = CREMAIN INTERMENT AREA
NOTES:
ALL EXISTING PAVEMENT SHALL BE SAW-CUT TO ENSURE A STRAIGHT
SMOOTH SURFACE. ALL CUTS IN SIDEWALKS, DRIVEWAYS, OR OTHER
PAVEMENT SHALL BE SAW-CUT IN STRAIGHT PERPENDICULAR LINES UNLESS
INDICATED DIFFERENTLY IN THE PLANS. PAYMENT FOR THIS WORK IS
SUBSIDIARY TO THE BID UNIT PRICE UNLESS SPECIFIC PAY ITEMS FOR THIS
T F
BF
T F
BF
T F
BF
T F
BF
T F
BF
T
F BF
T F
BF
9 34
7 34
5 34
335333334 336337
336337338
N = 1897181.36 E = 6274227.65
337.91TP
PROJECT FOOTPRINT (TYP)
3.9%
6.6%
4.4%
.5
4.0%
.4
33.3%
10.0%
2.5%
2.0%
3.5%
5.0%
4.5%
.0
10.0%
5.0%
3.7%
3.7%
4.9%
4.6%
5.0%
.4
.0
.2
11.3%
5.0%
6.
7%
5.2%
33.5%
APPROX FG ELEV = 355.53
N = 1897228.15 E = 6273680.41
APPROX FG ELEV = 346.11
N = 1897203.12 E = 6273896.30
APPROX FG ELEV = 340.29
N = 1897109.95
E = 6274081.79 APPROX FG ELEV = 333.71
N = 1897049.01 E = 6274436.92
APPROX FG ELEV = 355.71
N = 1897457.54 E = 6273939.78
R7'-6" R12'-6"
R132'-9"
R12'-6"
R7'-6"
3010 3011
30733074
30813082
33.3%
N = 1897102.45 E = 6274396.06
FL ELEV = 332.32
ROCK CLASS
No. 2 BACKING
N = 1897211.84 E = 6274518.09
FL ELEV = 325.85
ROCK CLASS
1/4 TON
SW-004
SW-003
SW-002
SW-001
SW-008
SW-007
SW-006
SW-005
SW-012
SW-011
SW-010
SW-009
SPILLWAY DIMENSIONAL LAYOUT TABLE
POINT No.
SW-001
SW-002
SW-003
SW-004
SW-005
SW-006
SW-007
SW-008
SW-009
SW-010
SW-011
SW-012
ELEVATION
334.00
332.99
333.00
334.00
334.00
333.00
333.00
334.00
331.00
330.97
330.68
331.00
NORTHING
1897145.54
1897150.59
1897158.10
1897167.77
1897180.98
1897179.14
1897162.14
1897155.53
1897166.92
1897171.13
1897179.67
1897183.94
EASTING
6274513.53
6274502.24
6274492.73
6274485.22
6274495.59
6274501.73
6274518.95
6274521.38
6274522.64
6274518.38
6274509.73
6274505.41
N = 1897160.21 E = 6274480.27
FL ELEV = 331.51
6.6%
4.0%
PROPOSED COLUMBARIUM
REFER TO CG410 FOR DETAILED GRADING
ROCK CLASS No. 2 BACKING
BURIAL SECTION LAYOUT TABLE
POINT No.
ELEVATION
370.26
370.18
369.26
368.42
368.13
365.31
368.24
366.28
366.03
368.00
365.19
363.52
366.13
364.17
363.98
365.92
363.40
361.73
359.28
364.02
363.17
363.02
363.86
361.58
360.67
358.42
359.07
362.38
360.94
360.81
362.22
359.87
357.96
355.63
357.37
360.83
359.39
359.27
360.70
357.82
355.92
353.77
355.54
359.28
357.82
357.63
359.15
355.78
353.92
351.94
353.70
357.70
356.14
355.69
357.50
353.77
351.93
350.13
351.78
356.01
355.17
354.52
355.54
351.77
350.78
349.02
349.97
NORTHING
1897539.66
1897549.24
1897578.76
1897568.74
1897474.71
1897456.63
1897563.84
1897539.94
1897456.76
1897473.43
1897455.34
1897438.68
1897538.66
1897518.38
1897438.82
1897455.48
1897437.40
1897420.74
1897265.23
1897517.10
1897500.90
1897428.57
1897437.54
1897419.46
1897410.48
1897273.05
1897263.94
1897491.93
1897482.50
1897402.93
1897419.59
1897401.51
1897384.85
1897269.12
1897267.70
1897481.21
1897464.55
1897384.99
1897401.65
1897383.57
1897366.91
1897269.26
1897271.45
1897463.27
1897443.21
1897367.04
1897383.71
1897365.62
1897348.96
1897265.78
1897271.59
1897441.71
1897425.05
1897349.10
1897365.76
1897347.68
1897331.02
1897258.69
1897264.50
1897416.53
1897407.56
1897338.85
1897347.82
1897329.74
1897320.76
1897252.05
1897257.40
EASTING
6273599.63
6273607.46
6273647.95
6273659.81
6273615.37
6273606.83
6273660.81
6273692.65
6273653.35
6273618.09
6273609.54
6273644.80
6273695.37
6273728.92
6273691.32
6273656.06
6273647.51
6273682.78
6273609.29
6273731.63
6273747.20
6273713.02
6273694.03
6273685.49
6273704.48
6273639.54
6273612.00
6273766.19
6273804.87
6273767.27
6273732.01
6273723.46
6273758.72
6273704.04
6273660.23
6273807.58
6273842.84
6273805.24
6273769.98
6273761.44
6273796.70
6273750.56
6273708.46
6273845.55
6273879.17
6273843.22
6273807.96
6273799.41
6273834.67
6273795.37
6273754.98
6273881.82
6273917.08
6273881.19
6273845.93
6273837.38
6273872.65
6273838.47
6273798.08
6273916.37
6273935.36
6273902.89
6273883.90
6273875.36
6273894.34
6273861.87
6273841.18
BURIAL SECTION LAYOUT TABLE
POINT No.
ELEVATION
353.74
351.81
351.48
353.42
349.77
347.97
346.52
348.13
351.57
349.62
349.39
351.32
347.85
346.17
344.58
346.53
349.47
347.52
347.28
349.22
346.04
344.37
343.06
344.39
347.37
345.42
345.18
347.13
344.24
343.04
341.99
342.99
345.27
343.32
343.12
345.03
342.96
341.89
341.20
341.68
342.27
340.04
339.96
342.11
342.09
338.72
338.64
341.82
341.80
338.47
338.53
341.15
341.11
338.80
339.54
340.80
340.78
339.80
340.16
340.53
363.82
357.43
357.17
368.05
368.04
369.49
369.56
NORTHING
1897405.82
1897389.16
1897313.21
1897329.87
1897311.79
1897295.13
1897233.65
1897250.31
1897384.26
1897367.60
1897295.27
1897311.93
1897293.85
1897277.19
1897219.32
1897235.98
1897366.32
1897349.65
1897277.32
1897293.99
1897275.90
1897259.24
1897201.38
1897218.04
1897348.37
1897331.71
1897259.38
1897276.04
1897257.96
1897241.30
1897183.43
1897200.09
1897330.43
1897313.77
1897241.44
1897258.10
1897240.02
1897223.35
1897164.43
1897174.69
1897301.61
1897270.25
1897262.11
1897282.62
1897279.91
1897218.60
1897210.47
1897244.64
1897241.93
1897200.62
1897178.92
1897206.67
1897203.96
1897171.49
1897144.77
1897168.70
1897165.98
1897147.19
1897140.46
1897149.00
1897567.82
1897484.63
1897478.02
1897592.71
1897598.16
1897619.81
1897614.54
EASTING
6273957.76
6273993.03
6273957.14
6273921.88
6273913.33
6273948.59
6273919.54
6273884.28
6273994.03
6274029.29
6273995.11
6273959.85
6273951.31
6273986.57
6273959.22
6273923.96
6274032.00
6274067.26
6274033.09
6273997.82
6273989.28
6274024.54
6273997.20
6273961.94
6274069.98
6274105.24
6274071.06
6274035.80
6274027.25
6274062.51
6274035.17
6273999.91
6274107.95
6274143.21
6274109.03
6274073.77
6274065.23
6274100.49
6274066.01
6274044.31
6274159.59
6274197.86
6274194.01
6274150.61
6274149.33
6274208.85
6274205.00
6274132.67
6274131.39
6274204.77
6274194.52
6274114.73
6274113.44
6274182.16
6274147.41
6274096.78
6274095.50
6274135.28
6274114.41
6274096.32
6273800.31
6273924.72
6273921.38
6273705.38
6273711.49
6273692.20
6273686.29
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
GRADING PLAN
SCALE: 1" = 30'
MATCHLINE SEE SHEET CG-404
MA
TC
HL
IN
E
SE
E
SH
EE
T
CG
-4
B N S K V D
GRADING PLAN
LIMITS OF DISTURBANCE (TYP)
MASON CARTER LN
MAINTENANCE ACCESS ROAD
23 DIRECTION OF HEADSTONE
NUMBER OF PLOTS
BURIAL SECTION
SQUARE = CRYPT
INTERMENT AREA
OCTAGON = CREMAIN
INTERMENT AREA
LIMITS OF DISTURBANCE (TYP)
LEGEND
EASEMENT
EXISTING STORM INLET
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED COBBLE PATH
PROPOSED CRYPTS
FUTURE BURIAL
PROPOSED PAVING
LIMITS OF DISTURBANCE
R
R
T
T
BF
T F
BF
T
FBF
N = 1897982.45 E = 6273839.56
384.90TP
LIMITS OF DISTURBANCE (TYP)
AVENUE OF FLAGS
MASON CARTER LN
PROJECT FOOTPRINT (TYP)
11.5% 12.7%
8.5%
8.9%
.0
25.0%
7.
0%16
.0
6.1%
APPROX FG ELEV = 379.34
N = 1897753.80 E = 6273665.90
APPROX FG ELEV = 381.30
N = 1897854.64 E = 6273796.13
APPROX FG ELEV = 385.05
N = 1897946.20 E = 6273901.87
ELEV = MATCH EXISTING
N = 1898125.65 E = 6273822.00
ELEV = MATCH EXISTING
N = 1898121.47 E = 6273843.09
MEMORIAL WALK REFER
TO SHEET CG-409 FOR
DETAILED GRADING
4006 4007
8.2%
4.
2%
3.8%
0.5%
4.9%
3.9%
15.1%
BURIAL SECTION LAYOUT TABLE
POINT No.
ELEVATION
379.17
378.71
378.62
377.45
377.36
377.00
374.73
373.38
373.00
NORTHING
1897755.57
1897740.65
1897737.67
1897698.88
1897695.06
1897683.13
1897662.85
1897658.55
1897660.36
EASTING
6273607.36
6273605.81
6273605.50
6273601.46
6273609.10
6273607.86
6273617.30
6273666.13
6273670.22
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
GRADING PLAN
SCALE: 1" = 30'
MATCHLINE SEE SHEET CG-405
MA
TC
HL
IN
E
SE
E
SH
EE
T
CG
-4
MATCHLINE SEE SHEET CG-403
B N S K V D
GRADING PLAN
23 DIRECTION OF HEADSTONE
NUMBER OF PLOTS
BURIAL SECTION
SQUARE = CRYPT INTERMENT AREA
OCTAGON = CREMAIN INTERMENT AREA
LEGEND
EASEMENT
EXISTING STORM INLET
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED COBBLE PATH
PROPOSED CRYPTS
FUTURE BURIAL
PROPOSED PAVING
LIMITS OF DISTURBANCE
NOTES:
ALL EXISTING PAVEMENT SHALL BE SAW-CUT TO ENSURE A STRAIGHT
SMOOTH SURFACE. ALL CUTS IN SIDEWALKS, DRIVEWAYS, OR OTHER
PAVEMENT SHALL BE SAW-CUT IN STRAIGHT PERPENDICULAR LINES UNLESS
INDICATED DIFFERENTLY IN THE PLANS. PAYMENT FOR THIS WORK IS
SUBSIDIARY TO THE BID UNIT PRICE UNLESS SPECIFIC PAY ITEMS FOR THIS
LIMITS OF DISTURBANCE (TYP)
PROJECT FOOTPRINT (TYP)
7.
0%16
.0
4.7% 4.9%
4.0%
PROPOSED GRADE AT
MEMORIAL WALK CENTERLINE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1 P H O N E 6 1 9 . 2 3 8 . 3 8 1 1 www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
GRADING PLAN
SCALE: 1" = 30'
MATCHLINE SEE SHEET CG-401 MATCHLINE SEE SHEET CG-404
B N S K V D
MEMORIAL WALK
GRADING PLAN
LEGEND
PROPERTY LINE
EASEMENT
PROPERTY SETBACK LINE
EXISTING FENCE
EXISTING CURB
EXISTING PARKING
EXISTING ROAD CENTERLINE
EXISTING EDGE OF CONCRETE
EXISTING VEGETATION
EXISTING STORM INLET
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED CURB
PROPOSED PARKING
PROPOSED STRIPING
PROPOSED COBBLE PATHS
PROPOSED CONCRETE
FUTURE BURIAL
PROPOSED PAVING
LIMITS OF DISTURBANCE
MEMORIAL WALK REFER TO SHEET
CG-409 FOR DETAILED GRADING
PROPOSED SEATING AREA REFER
TO LANDSCAPING DRAWINGS
PROPOSED SEATING AREA REFER
TO LANDSCAPING DRAWINGS
PROPOSED SEATING AREA REFER
TO LANDSCAPING DRAWINGS
TIE IN TO EXISTING SIDEWALK
MATCH EXISTING GRADE
REFER TO JOINT DETAIL
TIE IN TO EXISTING SIDEWALK
MATCH EXISTING GRADE
REFER TO JOINT DETAIL
T/
TT
1 1/2" MIN CLR
MAINTAINED DURING POUR
EXISTING CONCRETE PAVEMENT
COAT EXPANSION SIDE OF DOWEL
w/BOND BREAKING MATERIAL SUCH
AS ASPHALT OR GREASE
SECURE DOWEL SLEEVE
WITH CLOSED END
DRILL AND EPOXY #3 DOWEL BAR
1. EXPANSION JOINT MATERIAL SHALL BE ACCURATELY NOTCHED OR HOLED TO
RECEIVE EACH DOWEL.
2. DOWEL BARS SHALL BE ACCURATELY INSTALLED PARALLEL WITH PAVEMENT
SURFACE. EACH DOWEL AND REBAR SHALL BE SECURED AGAINST
DISPLACEMENT DURING PLACEMENT OF CONCRETE. DOWELS SHALL BE CLEAN
AND FREE OF RUST WHEN INSTALLED.
3. ALL DAMAGE TO EXISTING CONCRETE SLABS CAUSED BY THE INSERTION OF
DOWELS OR THE REMOVAL OF THE EXISTING CONCRETE SHALL BE REPAIRED
AT THE CONTRACTOR'S EXPENSE. SPALLS AND CRACKS SHALL BE REPAIRED BY
SAW-CUTTING THE DAMAGED AREA, REMOVING THE FULL DEPTH OF CONCRETE,
COMPACTING THE SUBGRADE, INSTALLING AND COMPACTING A MIN. OF 6" OF
BASE COURSE, IF REQUIRED, AND INSTALLING CONCRETE WHICH IS THE
THICKNESS OF THE EXISTING CONCRETE.
4. IN ALL AREAS WHERE NEW CONCRETE PAVEMENT ABUTS EXISTING CONCRETE
PAVEMENT (EXCEPT WHERE ABUTING AN EXISTING THICKENED EDGE
CONSTRUCTION JOINT), THE ABUTING CONCRETE PAVEMENT SHALL BE
SAW-CUT FULL DEPTH, IF POSSIBLE, BUT NO LESS THAN TO A DEPTH BELOW ALL
JOINTING AND REINFORCEMENT STEEL OR AS APPROVED BY THE ENGINEER.
SAW CUTTING SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE
CONSIDERED SUBSIDIARY TO THE INSTALLATION OF CONCRETE PAVEMENT AND
SHALL BE MADE WITH MATERIAL APPROVED BY THE ENGINEER, AT THE SOLE
EXPENSE OF THE CONTRACTOR.
NOTES:
EXPANSION JOINT AT EXISTING PAVEMENT
NTS
JOINT SEALANT
1/2" PREMOLDED EXPANSION
JOINT MATERIAL SECURE IN
PLACE BY APPROVED METHODS
2% MAX CROSS SLOPE
2% MAX CROSS SLOPE
TR
387 388
LIMITS OF DISTURBANCE (TYP)
PROJECT FOOTPRINT (TYP)
.1
NEW CONTRACTOR
TRAILER LOCATION
PROPOSED 4" PVC SEWER SERVICE
TO TIE IN TO EXISTING SERVICE
PROPOSED WATER SERVICE TO
TIE IN TO EXISTING SERVICE
APPROX FG ELEV = 390.27
N = 1899773.43 E = 6273647.35
APPROX FG ELEV = 388.45
N = 1899644.07 E = 6273740.03
R7'-6"
R12'-6"
R173'-4"
R12'-6"
R7'-6"
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANT
1053 TENTH AVENUE
S A N D I E G O , C A 9 2 1 0 1
P H ON E 6 1 9 . 2 3 8 . 3 8 1 1
www.davyarchitecture.com
Miramar National Cemetery 5795 Nobel Drive, San Diego, CA 92122
892PC2037.23PHASE 2 DEVELOPMENT
February 22, 2021
BID DOCUMENT
GRADING PLAN
SCALE: 1" = 30'
B N S K V D
MAINTENANCE AREA
GRADING PLAN
LEGEND
PROPERTY LINE
EASEMENT
PROPERTY SETBACK LINE
EXISTING FENCE
EXISTING CURB
EXISTING PARKING
EXISTING ROAD CENTERLINE
EXISTING EDGE OF CONCRETE
EXISTING VEGETATION
EXISTING STORM INLET
EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
PROPOSED MAJOR CONTOURS
PROPOSED MINOR CONTOURS
PROPOSED CURB
PROPOSED PARKING
PROPOSED STRIPING
PROPOSED COBBLE PATHS
PROPOSED CONCRETE
FUTURE BURIAL
PROPOSED ASPHALT PAVING
LIMITS OF DISTURBANCE
APPROX 375 LF OF PROPOSED CHAIN LINK FENCE
CONTRACTOR TO SALVAGE FENCE FABRIC FOR
REINSTALLATION AFTER PAVING IS COMPLETE
CONSTRUCTION NOTES:
1. EXISTING STORM DRAIN AND INLETS INSIDE CONTRACTORS YARD B TO REMAIN.
CONTRACTOR SHALL PROTECT FROM DAMAGE DURING ASPHALT PAVING OPERATIONS.
2. CONTRACTOR SHALL RELOCATE EXISTING CONTRACTOR TRAILER TO LOCATION SHOWN
ON PLANS. CONTRACTOR IS RESPONSIBLE FOR RELOCATING UTILITY SERVICES TO
SERVICE NEW BUILDING LOCATION.
3. REFER TO TYPICAL ASPHALT PAVEMENT SECTION ON SHEET CP301 FOR PAVEMENT
THICKNESS REQUIREMENTS.
4. PROPOSED TOP OF PAVEMENT SHALL MATCH EXISTING ELEVATIONS.
5. REFER TO HONOR GUARD BUILDING GRADING PLAN SHEET CG407 FOR PRECISE
GRADING.
EXISTING SEWER SERVICE
PROPOSED 4" PVC SEWER SERVICE
EXISTING FORCE MAIN
EXISTING MANHOLE
383.59IE 4"IN EXIST
383.59IE 6"IN EXIST
383.34IE 6"OUT EXIST
PROPOSED 2" WATER SERVICE
CONTRACTORS YARD B
NEW ASPHALT PAVEMENT TO
MATCH EXISTING ELEVATION
(APPROX 13,112 SF)
HONOR GUARD BUILDING
REFER TO SHEET CG-407
FOR DETAILED GRADING
MAINTENANCE COMPLEX VEHICLE BUILDING
MAINTENANCE COMPLEX
STAFF BUILDING
NOTES:
ALL EXISTING PAVEMENT SHALL BE SAW-CUT TO ENSURE A STRAIGHT
SMOOTH SURFACE. ALL CUTS IN SIDEWALKS, DRIVEWAYS, OR OTHER
PAVEMENT SHALL BE SAW-CUT IN STRAIGHT PERPENDICULAR LINES UNLESS
INDICATED DIFFERENTLY IN THE PLANS. PAYMENT FOR THIS WORK IS
SUBSIDIARY TO THE BID UNIT PRICE UNLESS SPECIFIC PAY ITEMS FOR THIS
N = 1899730.04 E = 6273857.84
389.76TC
389.34TP
N = 1899725.67 E = 6273863.49
389.83TC
389.15TP
N = 1899727.84 E = 6273879.34
389.31TC
389.31TP
N = 1899746.23 E = 6273877.32
389.84TS
N = 1899749.91 E = 6273904.07
389.84TS
N = 1899702.62 E = 6273896.38
390.00TSN = 1899700.82
E = 6273883.55
389.54TS
N = 1899714.54 E = 6273885.36
389.86TS
N = 1899717.94 E = 6273880.69
389.25TS
N = 1899704.06 E = 6273882.60
389.19TC
389.19TP
N = 1899702.30 E = 6273869.72
388.61TC
388.61TP
N = 1899697.93 E = 6273867.29
388.29TC
388.92TP
1.
1%
1.
5%
N = 1899740.24 E = 6273905.39
390.00TS
N = 1899718.50 E = 6273884.82
389.86TS
N = 1899722.89 E = 6273880.01
389.28TS
N = 1899709.02 E = 6273881.92
389.21TS
N = 1899713.97 E = 6273881.24
389.23TS
LIMITS OF DISTURBANCE (TYP)
R3'
R5'
N = 1899742.73 E = 6273923.06
390.00TS
N = 1899707.08 E = 6273928.07
390.00TS
N = 1899738.30 E = 6273891.37
390.00TS
12'-10"
27'21'-6"
13'-6" 9'
N = 1899743.26 E = 6273877.73
389.78TS
N = 1899745.01 E = 6273890.45
389.86TS
N = 1899746.06 E = 6273898.08
389.78TS
N = 1899746.93 E = 6273904.47
389.78TS
N = 1899748.96 E = 6273927.56
389.00TS
N = 1899749.68 E = 6273936.07
388.00TS
1.6%
1.5%
N = 1899724.28 E = 6273862.03
389.14TP
N = 1899715.85 E = 6273858.17
388.74TP
N = 1899716.38 E = 6273863.16
389.02TPN = 1899706.94
E = 6273859.42
388.46TP
N = 1899707.73 E = 6273864.42
388.89TP
N = 1899697.91 E = 6273865.78
388.30TP
0.6% 1.1%
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
A
Fi le
P at h
Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
B
C
D
E
F
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseA/E OF RECORD STAMP
321 4 5 6 7 8 9 10
Project Director
Revisions: Date:
N/A ofDwg.
John Gallup & Associates, LLC 3225 Shallowford Rd NE Suite 830 Marietta, GA 30062 770-321-4040
CONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSULTANTCONSUL…
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