892-043 Ft Rosecrans - Bid Doc - Plans - pt2.pdf
PDF 15 MB Posted
- Solicitation number
- 36C78622B0019
About this file
This document provides details for an Invitation for Bid for road and sewer improvement projects at Fort Rosecrans National Cemetery in San Diego, California. The solicitation number is 36C78622B0019 and is being issued by the Department of Veterans Affairs National Cemetery Administration. The IFB includes projects for roads improvement with project number 892-045 and sewer improvement with project number 892-043. Bids are due on April 15, 2022 and the notice anticipates awarding a firm fixed-price contract for construction services. The document provides project plans and specifications for repair and replacement of roads and sewers at the cemetery facility.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 892-043 Ft Rosecrans - Add No 1 - Plans - pt3.pdf | ||
| 892-043 Ft Rosecrans - Add No 1 - revised sheets.pdf | ||
| 892-043 Ft Rosecrans - Add No 1 - Specifications.pdf | ||
| SITE VISIT LIST.pdf | ||
| 892-043 Ft Rosecrans - Memo Addendum No 1 - 2022-08-29.docx | DOCX document | |
| RFI Responses.pdf | ||
| 892-043 Ft Rosecrans - Add No 1 - Plans - pt2.pdf | ||
| 892-043 Ft Rosecrans - Add No 1 - Plans - pt1.pdf | ||
| 36C78622B0019 0003.docx | DOCX document | |
| 36C78622B0019 0002.docx | DOCX document | |
| 36C78622B0019 0001.docx | DOCX document | |
| 220707 Ft Rosecrans CA 892 043 Sewer 045 Roads Specifications.pdf | ||
| IFB Lump Sum Division Spreadsheet - Ft Rosecrans 36C78622B0019.xlsx | XLSX spreadsheet | |
| 36C78622B0019_1.docx | DOCX document | |
| 892-043 Ft Rosecrans - Bid Doc - Plans - pt1.pdf | ||
| P09 - 220714 Ft Rosecrans CA Roads 892-043-045 IFB Scope of Work.docx | DOCX document | |
| Wage Determination.txt | TXT text file | |
| TOC for Plans.docx | DOCX document | |
| 892-043 Ft Rosecrans - Bid Doc - Plans - pt3.pdf |
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Text version
NO
PARKING
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:
y
:\1
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dw g ed it:
at hi el e sa ve d:
6/ 3/
:1
PM
p lo t:7 /1
4/
0:
A M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
VICINITY MAP
CP100
OVERALL
PAVEMENT PLAN
AT MT 32
N
0 100' 200'
1 OVERALL PAVEMENT PLAN - NORTH
SCALE: 1" = 100'
N
0 100' 200'
2 OVERALL PAVEMENT PLAN - SOUTH
SCALE: 1" = 100'
NORTHEAST LOOP
STA. 0+00 - 7+97
SHEETS CP111-CP112
EASTERN DRIVE
STA. 0+00 - 21+73
SHEETS CP113-CP116
EAST PORTAL - NORTH
STA. 0+00 - 3+91
SHEET CP120
EAST PORTAL - SOUTH
STA. 0+00 - 3+86
SHEET CP121
SECOND DRIVE EAST
STA. 0+00 - 16+75
SHEETS CP117-CP119
WESTERN DRIVE
STA. 0+00 - 36+72
SHEETS CP101-CP106
THIRD DRIVE SOUTH
STA. 0+00 - 2+54
SHEET CP109
FOURTH DRIVE SOUTHWEST
STA. 0+00 - 2+44
SHEET CP110
FOURTH DRIVE SOUTHEAST
STA. 0+00 - 1+36
SHEET CP122
SOUTHEAST LOOP
STA. 0+00 - 10+12
SHEETS CP123-CP124
WEST PORTAL - NORTH
STA. 0+00 - 1+85
SHEET CP107
WEST PORTAL - SOUTH
STA. 0+00 - 2+32
SHEET CP108
WESTERN DRIVE
STA. 0+00 - 36+72
SHEETS CP101-CP106
SECOND DRIVE EAST
STA. 0+00 - 16+75
SHEETS CP117-CP119
CABRILLO MEMORIAL DRIVE
CABRILLO MEMORIAL DRIVE
COMMITTAL SHELTER
ADMIN BUILDING
UTILITY BUILDING
DIRECTOR'S LODGE
ASSEMBLY AREA
MAINTENANCE BUILDING
M
AT
C H
L
IN
E
- S
EE
A
BO
VE
M
AT
C H
L
IN
E
- S
EE
B
EL
O
W
NEW PARKING AREA
SHEET CP125
PUMP HOUSE
MILL & OVERLAY PARKING AREA
SHEET CP121
AutoCAD SHX Text
ARV
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
ARV
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BP: 0+00.00
PC: 0+74.61
PT
: 2
+8 3.
PI
: 5
+9 5.
0+
1+00 2+
3+00 4+00
5+00 6+00
396.06 396.08
396.51 397.01
ME 397.18
396.14
6.7
396.29396.24
396.02
395.27
4.
92 395.28
395.05
396.46
6.7
2 396.77
6.2
6.7
397.38
398.00
397.83
397.32 396.69
397.16
397.16
397.55
397.55
398.13
398.13
397.82
397.82
396.55
396.71
-0+50
6.
6.
0+00
7.
7.
7.
7.
1+00
8.
7.
8.
8.
2+00
7.
7.
7.
7.
3+00
6.
6.
6.
6.
4+00
5.
5.
6.
6.
5+00
6.
6.
6.
6.
6+00
-0.43% -1.11% -0.96% 1.94% 0.08% -0.96%2.78% 0.77% -0.27%
-1.04% 1.12%
PV
IS
: 0 +0
0.
PV
IE
: 3
.6
PV
IS
: 1 +5
0.
PV
IE
: 3
.3
PV
IS
: 3 +4
2.
PV
IE
: 3
.9
PV
IS
: 4 +5
4.
PV
IE
: 3
.7
PV
IS
: 5 +6
1.
PV
IE
: 3
.1
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_w es te rn d r_ pl an p ro fil e.
dw at hi el d:
6/
/2
:0
AM
lo t:7 /1
4/
0:
A M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP101
WESTERN DRIVE -
STA 0+00 TO 6+00
AT MT 33
N
0 20' 40'
1 WESTERN DRIVE - PLAN VIEW
SCALE: 1" = 20'
2 WESTERN DRIVE - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
ADMIN BUILDING
M
AT
C H
L
IN
E
- S
H
EE
T C
P1
MATCH LINE - SHEET CP107
MATCH LINE - SHEET CP108
PROPOSED GRADE
EXISTING GRADE
STREET SECTION E-E
SEE DETAIL 5/CD105
STREET SECTION G-G
SEE DETAIL 7/CD105
END "RAISE GRADE"
BEGIN MILL & OVERLAY
RAISE & REALIGN MEMORIAL MARKERS.
REGRADE MEMORIAL SECTION FROM CURB TO CURB
TO PROVIDE CONTINOUS SLOPE TO MATCH NEW CURB.
INSTALL NEW ARTIFICIAL TURF.
R10'
R25'
R20.0' R20.0'
R
.0
R
.0
R 15.0'
R 15.0'
R20.0' R20.0'
BEGIN TRANSITION TO
"RAISE GRADE" SECTION
BEGIN TRANSITION TO
MILL & OVERLAY SECTION
END
TIPOUT
CURB
BEGIN
TIPOUT
CURB
BEGIN TRANSITION TO "NO CROWN"
TO MATCH EXISTING PAVEMENT DRAINAGE
MILL & OVERLAY ℄
~0.5" HIGHER THAN EXISTING
ENSURE POSITIVE DRAINAGE IS MAINTAINED
FROM CURB @ ADMIN BUILDING TO
ENTRANCE/EXIT LANES OF MAIN ENTRANCE
R50
' PROPOSED SANITARY LIFT STATION
SEE SHEET CU105
PI
: 5
+9 5.
6+00 7+00 8+00 9+00 10+00 11+00 12+00 396.46
396.77
-8.65%
-9.85%
-9.92%
-7.07%
1.12% 0.74%
PV
IS
: 9 +0
3.
PV
IE
: 3
.7
PV
IS
: 1 0+
.5
PV
IE
: 3
.8
PVI STA = 7+74.30
PVI ELEV = 397.90
A.D. = -7.81% K = 23.06
180.00' VC
BV
C
S:
+8 4.
BV
C E:
.2
EV
C
S:
+6 4.
EV
C E:
.5
HIGH PT ELEV = 397.30
-8.65%
-9.85%
-9.92%
-7.07%
1.12% 0.74%
PV
IS
: 9 +0
3.
PV
IE
: 3
.7
PV
IS
: 1 0+
.5
PV
IE
: 3
.8
PVI STA = 7+74.30
PVI ELEV = 397.90
A.D. = -7.81% K = 23.06
180.00' VC
BV
C
S:
+8 4.
BV
C E:
.2
EV
C
S:
+6 4.
EV
C E:
.5
HIGH PT ELEV = 397.30
6.
6.
6+00
6.
6.
7.
7.
7+00
6.
6.
5.
4.
8+00
2.
2.
9.
8.
9+00
4.
4.
9.
9.
10+00
4.
4.
9.
9.
11+00
4.
4.
9.
9.
12+00
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_w es te rn d r_ pl an p ro fil e.
dw at hi el d:
6/
/2
:0 lo t:7 /1
4/
0:
A M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP102
WESTERN DRIVE -
STA 6+00 TO 12+00
AT MT 34
N
0 20' 40'
1 WESTERN DRIVE - PLAN VIEW
SCALE: 1" = 20'
2 WESTERN DRIVE - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
NN
PROPOSED GRADE
EXISTING GRADE
M
AT
C H
L
IN
E
- S
H
EE
T C
P1
M
AT
C H
L
IN
E
- S
H
EE
T C
P1
STREET SECTION E-E
SEE DETAIL 5/CD105
5 4
4STATION 6+00
BEGIN SECTION
PER DETAIL 1/CD102
2 2
BEGIN TRANSITION TO
RAISE GRADE SECTION
7 7 7
RESUME NORMAL
CROWNED ROADWAY 6
-9.92%
-10.26%
-8.24%
5.02%-5.90%
PV
IS
: 1 3+
.5
PV
IE
: 3
.4
PV
IS
: 1 4+
.8
PV
IE
: 3
.8
PVI STA = 16+23.54
PVI ELEV = 323.61
A.D. = 10.92% K = 16.48
180.00' VC
BV
C
S:
5+
.5
BV
C
E:
.9
EV
C
S:
7+
.5
EV
C
E:
.1
LOW PT. STA = 16+30.71
LOW PT ELEV = 326.05
-9.92%
-10.26%
-8.24%
5.02%-5.90%
PV
IS
: 1 3+
.5
PV
IE
: 3
.4
PV
IS
: 1 4+
.8
PV
IE
: 3
.8
PVI STA = 16+23.54
PVI ELEV = 323.61
A.D. = 10.92% K = 16.48
180.00' VC
BV
C
S:
5+
.5
BV
C
E:
.9
EV
C
S:
7+
.5
EV
C
E:
.1
LOW PT. STA = 16+30.71
LOW PT ELEV = 326.05
9.
9.
12+00
4.
4.
9.
9.
13+00
4.
4.
9.
9.
14+00
4.
4.
0.
0.
15+00
8.
7.
6.
6.
16+00
6.
6.
7.
7.
17+00
9.
9.
2.
2.
18+00
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
12+00 13+00 14+00 15+00 16+00 17+00 18+00 R 325.86
325.86
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_w es te rn d r_ pl an p ro fil e.
dw at hi el d:
6/
/2
:0 lo t:7 /1
4/
0:
A M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP103
WESTERN DRIVE -
STA 12+00 TO 18+00
AT MT 35
N
0 20' 40'
1 WESTERN DRIVE - PLAN VIEW
SCALE: 1" = 20'
2 WESTERN DRIVE - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
M
AT
C H
L
IN
E
- S
H
EE
T C
P1
M
AT
C H
L
IN
E
- S
H
EE
T C
P1
PROPOSED GRADE
NEW STORM SEWER
SEE 2/CU202
STREET SECTION E-E
SEE DETAIL 5/CD105
MAINTAIN FULL CROWN
THROUGH LOW POINT
MATCH CURB TO
EXISTING STORM STRUCTURE
EXISTING
GRADE
BEGIN TRANSITION
FROM "RAISE GRADE"
TO FULL DEPTH
REPLACEMENT
BEGIN TRANSITION FROM FULL DEPTH
REPLACEMENT TO RAISE GRADE
PC
: 2
3+
.5
18+00 19+00 20+00 21+00 22+00 23+00 24+00340.79 342.57
2.1
342.14
341.81
5.02%
3.26% 0.71%
1.06% 2.38%
PV
IS
: 1 9+
.6
PV
IE
: 3
.3
PV
IS
: 2 0+
.5
PV
IE
: 3
.7
PV
IS
: 2 3+
.9
PV
IE
: 3
.9
5.02%
3.26% 0.71%
1.06% 2.38%
PV
IS
: 1 9+
.6
PV
IE
: 3
.3
PV
IS
: 2 0+
.5
PV
IE
: 3
.7
PV
IS
: 2 3+
.9
PV
IE
: 3
.9
2.
2.
18+00
4.
4.
7.
7.
19+00
9.
9.
1.
1.
20+00
2.
2.
3.
3.
21+00
3.
3.
4.
4.
22+00
4.
4.
5.
5.
23+00
5.
5.
6.
6.
24+00
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_w es te rn d r_ pl an p ro fil e.
dw at hi el d:
6/
/2
:0 lo t:7 /1
4/
0:
A M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP104
WESTERN DRIVE -
STA 18+00 TO 24+00
AT MT 36
N
0 20' 40'
1 WESTERN DRIVE - PLAN VIEW
SCALE: 1" = 20'
2 WESTERN DRIVE - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
M
AT
C H
L
IN
E
- S
H
EE
T C
P1
M
AT
C H
L
IN
E
- S
H
EE
T C
P1
MATCH LINE - SHEET CP109
CONCRETE VALLEY GUTTER
5 5
4 4
STREET SECTION G-G
SEE DETAIL 7/CD105
PROPOSED GRADE
EXISTING GRADE
R20.0' R20 .0'
BEGIN TRANSITION TO
MILL & OVERLAY
MILL & OVERLAY ℄
~0.5" HIGHER THAN EXISTING
CD101
PT
: 2
4+
.7
24+00
25+00 26+00 27+00 28+00 29+00 30+00
343.4434 7.3
346.64 34 5.5
5.4
-5.11%
-3.52% -1.66%
2.38% 3.38%
2.64% 0.54%
-6.43%
-6.43%
-5.47%
-3.74%
PV
IS
: 2 5+
.5
PV
IE
: 3
.9
PV
IS
: 2 6+
.3
PV
IE
: 3
.6
PV
IS
: 2 7+
.6
PV
IE
: 3
.4
PV
IS
: 2 9+
.4
PV
IE
: 3
.5
-5.11%
-3.52% -1.66%
2.38% 3.38%
2.64% 0.54%
-6.43%
-6.43%
-5.47%
-3.74%
PV
IS
: 2 5+
.5
PV
IE
: 3
.9
PV
IS
: 2 6+
.3
PV
IE
: 3
.6
PV
IS
: 2 7+
.6
PV
IE
: 3
.4
PV
IS
: 2 9+
.4
PV
IE
: 3
.5
6.
6.
24+08
7.
7.
9.
9.
25+00
0.
0.
1.
1.
26+00
1.
1.
9.
9.
27+00
7.
7.
4.
4.
28+00
0.
0.
8.
7.
29+00
5.
5.
3.
3.
30+00
3.
3.
30+10
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_w es te rn d r_ pl an p ro fil e.
dw at hi el d:
6/
/2
:0 lo t:7 /1
4/
0:
A M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP105
WESTERN DRIVE -
STA 24+00 TO 30+00
AT MT 37
N
0 20' 40'
1 WESTERN DRIVE - PLAN VIEW
SCALE: 1" = 20'
2 WESTERN DRIVE - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
M
AT
C H
L
IN
E
- S
H
EE
T C
P1
M
AT
C H
L
IN
E
- S
H
EE
T C
P1
MATCH LINE - SHEET CP110
CONCRETE VALLEY GUTTER
EXISTING GRADE
STREET SECTION G-G
SEE DETAIL 7/CD105
R20 .0'
R20.0'
R
0.
2'
R
9.
8' 77
MILL & OVERLAY ℄
~0.5" HIGHER THAN EXISTING
PI
: 3
1+
.0
PC
: 3
3+
.2
PT: 35+55.45
EP: 36+71.65
30+00 31+00 32+00 33+00
+0
35+00
+0
+7
R 328.07
R 329.14
-1.03%-2.86%
-4.99% -3.59%-2.04%0.21%2.73%
4.10% 5.79%
5.14%
1.91%-1.24% -2.10%
-3.74% -2.70%
PV
IS
: 3 0+
.7
PV
IE
: 3
.6
PV
IS
: 3 2+
.5
PV
IE
: 3
.5
PV
IS
: 3 3+
.9
PV
IE
: 3
.7
PV
IS
: 3 4+
.7
PV
IE
: 3
.0
PV
IS
: 3 6+
.1
PV
IE
: 3
.4
-1.03%-2.86%
-4.99% -3.59%-2.04%0.21%2.73%
4.10% 5.79%
5.14%
1.91%-1.24% -2.10%
-3.74% -2.70%
PV
IS
: 3 0+
.7
PV
IE
: 3
.6
PV
IS
: 3 2+
.5
PV
IE
: 3
.5
PV
IS
: 3 3+
.9
PV
IE
: 3
.7
PV
IS
: 3 4+
.7
PV
IE
: 3
.0
PV
IS
: 3 6+
.1
PV
IE
: 3
.4
3.
3.
30+10
2.
2.
0.
0.
31+00
9.
9.
8.
8.
32+00
8.
8.
8.
8.
33+00
9.
9.
2.
2.
34+00
4.
4.
4.
4.
35+00
3.
3.
0.
0.
36+00
9.
9.
8.
36+80
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_w es te rn d r_ pl an p ro fil e.
dw at hi el d:
6/
/2
:0 lo t:7 /1
4/
0:
A M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP106
WESTERN DRIVE -
STA 30+00 TO 36+72
AT MT 38
N
0 20' 40'
1 WESTERN DRIVE - PLAN VIEW
SCALE: 1" = 20'
2 WESTERN DRIVE - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
M
AT
C H
L
IN
E
- S
H
EE
T C
P1
EXISTING GRADE
NEW STORM SEWER
SEE 1/CU202
STREET SECTION G-G
SEE DETAIL 7/CD105
MILL & OVERLAY ℄
~0.5" HIGHER THAN EXISTING
R20'
R15'
R60'
0+00
1+00
1+85
BP: 0+00.26
PC: 0+49.09
PT
: 0
+8 9.
PC
: 1
+4 5.
EP
: 1
+8 5.
383.00
381.59
393.18
393.22
390.24
390.33
385.38
384.09
382.53 382.41
2.4
2.5
-0+50 0+00
3.
3.
8.
8.
1+00
4.
4.
2+00
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_w es t p or ta l n or th _p la n pr of ile
(1 ).d w at hi el d:
6/
/2
:5 lo t:7 /1
4/
0:
A M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP107
WEST PORTAL -
NORTH
AT MT 39
N 0 20' 40'
1 WEST PORTAL NORTH - PLAN VIEW
SCALE: 1" = 20'
2 WEST PORTAL NORTH - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
EXISTING GRADE
M
ATCH LINE - SHEET CP102
STREET SECTION G-G
SEE DETAIL 3/CD105
MATCH POINT W/ WEST PORTAL
SOUTH ALIGNMENT
STA 1+85
MILL & OVERLAY ℄
~ 0.5" HIGHER THAN EXISTING
CABRILLO
M
EM
O
RIAL DRIVE
CONCRETE
VALLEY GUTTER
R35'
R15'
R15'
R20'
R
R 50'
R 70'
CD101
AutoCAD SHX Text 22.1
AutoCAD SHX Text 10.0
AutoCAD SHX Text 4.7
AutoCAD SHX Text 15.8
AutoCAD SHX Text 10.1
AutoCAD SHX Text 16.5
AutoCAD SHX Text 36.8
AutoCAD SHX Text 10.0
AutoCAD SHX Text 13.9
AutoCAD SHX Text 10.0
AutoCAD SHX Text 4.1
4.1
0+00
1+00
2+00
2+32
BP
: 0
+0 0.
PC
: 0
+4 9.
PT: 0+89.88
PC: 1+44.64 PT
: 1
+8 5.
EP
: 2
+3 2.
382.56383.93
9.
389.96393.83
395.28
395.05
393.71
386.50
385.70
-0+50
6.
6.
0+00
3.
3.
8.
8.
1+00
4.
4.
2.
2.
2+00 2+50
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_w es t p or ta l s ou th _p la n pr of ile
(1 ).d w sb et ke r s av ed
:6 /2
/2
1:
P
M lo t:7
/1 4/
0:
A
M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP108
WEST PORTAL -
SOUTH
AT MT 40
N 0 20' 40'
1 WEST PORTAL SOUTH - PLAN VIEW
SCALE: 1" = 20'
2 WEST PORTAL SOUTH - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
M
ATC
H
LIN
E - SH
EET C
P102
EXISTING GRADE
STREET SECTION G-G
SEE DETAIL 3/CD105
MILL & OVERLAY ℄
~ 0.5" HIGHER THAN EXISTING
R 35'
R 70'
R 50'
CONCRETE
VALLEY
GUTTER
0+00 1+00 2+00 2+54
BP
: 0
+0 0.
EP
: 2
+5 4.
363.78
362.31
362.05
361.95
342.14
342.12
362.18
362.19
363.04
1.92% 9.83%
12.11%
0.60% 8.67%
PV
IS
: 0 +1
0.
PV
IE
: 3
.9
PV
IS
: 1 +8
4.
PV
IE
: 3
.3
PV
IS
: 2 +3
7.
PV
IE
: 3
.9
PVI STA = 0+27.95
PVI ELEV = 342.00
A.D. = 8.07% K = 1.86
15.00' VC
BV
C
S:
+2 0.
BV
C E:
.9
EV
C
S:
+3 5.
EV
C E:
.6
1.92% 9.83%
12.11%
0.60% 8.67%
PV
IS
: 0 +1
0.
PV
IE
: 3
.9
PV
IS
: 1 +8
4.
PV
IE
: 3
.3
PV
IS
: 2 +3
7.
PV
IE
: 3
.9
PVI STA = 0+27.95
PVI ELEV = 342.00
A.D. = 8.07% K = 1.86
15.00' VC
BV
C
S:
+2 0.
BV
C E:
.9
EV
C
S:
+3 5.
EV
C E:
.6
-0+50
1.
0+00
0.
9.
1+00
6.
5.
1.
1.
2+00
3.
3.
2+54
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_t hi rd d riv e so ut h_ pl an p ro fil e.
dw at hi el d:
6/
/2
:1 lo t:7
/1 4/
0:
A
M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP109
THIRD DRIVE SOUTH
AT MT 41
N
0 20' 40'
1 THIRD DRIVE SOUTH - PLAN VIEW
SCALE: 1" = 20'
2 THIRD DRIVE SOUTH - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
PROPOSED GRADE
EXISTING GRADE
STREET SECTION E-E
SEE DETAIL 1/CD105
M
ATC
H
LIN
E - SH
EET C
P104
R20'
R20'7 7
CONCRETE
VALLEY GUTTER
C
AB
R
IL
LO
M
EM
O
R
IA
L D
R
IV
E
0+00 1+00 2+00 2+44
: 0
+0 0.
EP
: 2
+4 4.
354.37
351.89
353.44
353.13
352.75
352.85
346.64
345.50
352.55
352.65
353.13
-0+50
5.
5.
0+00
9.
9.
1+00
1.
1.
3.
3.
2+00
3.
3.
2+44
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_f ou rth d riv e so ut hw es t_ pl an p ro fil e.
dw at hi el d:
6/
/2
:1 lo t:7
/1 4/
0:
A
M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP110
FOURTH DRIVE
SOUTH - WEST
AT MT 42
N 0 20' 40'
1 FOURTH DRIVE SOUTHWEST - PLAN VIEW
SCALE: 1" = 20'
2 FOURTH DRIVE SOUTHWEST - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
EXISTING GRADE
STREET SECTION G-G
SEE DETAIL 3/CD105
M
ATC
H
LIN
E - SH
EET C
P105
C
AB
R
IL
LO
M
EM
O
R
IA
L D
R
IV
E
R20'
R2 0'
MILL & OVERLAY ℄
~ 0.5" HIGHER THAN EXISTING
CONCRETE
VALLEY GUTTER
STREET SECTION F-F
SEE DETAIL 2/CD105
-0+00
1+
2+
3+00
4+00
5+00
6+00
BP
0+
.0
PT: 0+54.97
PC: 1+92.07
PT
: 2
+4 7.
PC
: 4
+7 6.
PT: 5+34.26
346.71
347.04
343.06 342.99
339.39
339.23
337.99
8.
RIM
7.8
RIM
337.79
337.85
337.89
339.29
339.31
340.69
340.75
349.70
349.85
341.82
341.72
-0+50
9.
9.
0+00
7.
7.
4.
4.
1+00
1.
1.
9.
9.
2+00
8.
8.
8.
8.
3+00
9.
9.
0.
0.
4+00
0.
0.
1.
1.
5+00
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_n or th ea st lo op
_p la n pr of ile .d w at hi el d:
6/
/2
:1 lo t:7 /1
4/
0:
A M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP111
NORTHEAST LOOP -
STA 0+00 TO 5+00
AT MT 43
N0 20' 40'
1 NORTHEAST LOOP - PLAN VIEW
SCALE: 1" = 20'
2 NORTHEAST LOOP - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
EXISTING GRADE
MATCH LI
NE - S
HEET C
P11
M
AT
CH
L
IN
E
- S
HE
ET
C
P1
STREET SECTION G-G
SEE DETAIL 3/CD105
MILL & OVERLAY ℄
~ 0.5" HIGHER THAN EXISTING
R25'
R45'
R 25'
R 45'
R63
R8 3'
5+00
6+00 7+00 7+97PC: 4+76.95
PT
: 5
+3 4.
EP
: 7
+9 6.
340.69
340.75
341.82
341.72 349.20
348.89
352.59
353.04
352.33 354.42
351.93
4.8
352.38
353.76
59'
1.
1.
5+00
2.
3.
5.
5.
6+00
8.
8.
1.
1.
7+00
3.
3.
6.
6.
7+97
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_n or th ea st lo op
_p la n pr of ile .d w at hi el d:
6/
/2
:1 lo t:7 /1
4/
0:
A M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP112
NORTHEAST LOOP -
STA 5+00 TO 7+07
AT MT 44
N
0 20' 40'
1 NORTHEAST LOOP - PLAN VIEW
SCALE: 1" = 20'
2 NORTHEAST LOOP - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
M
AT
CH
L
IN
E
- S
HE
ET
C
P1
EXISTING GRADE
MATCH LI
NE - S
HEET C
P11
STREET SECTION G-G
SEE DETAIL 3/CD105
R43'
R50'
R5' R5'
R5
MILL & OVERLAY CL
-0.5" HIGHER THAN EXISTING
0+00 1+00 2+00 3+00 4+00 5+00 6+00
: 0
+0 0.
PC
: 5
+8 6.
349.70
349.85
3.6
354.29 354.96
354.40 355.07
355.99
356.10
357.73
357.80
3.6
1.6
1.6
9.
9.
0+00
0.
0.
1.
1.
1+00
1.
1.
2.
2.
2+00
2.
2.
3.
3.
3+00
4.
4.
4.
4.
4+00
5.
5.
6.
6.
5+00
7.
7.
8.
8.
6+00
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_e as te rn d r_ pl an p ro fil e.
dw at hi el d:
6/
/2
1:
lo t:7 /1
4/
0:
A M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP113
EASTERN DRIVE -
STA 0+00 TO 6+00
AT MT 45
N
0 20' 40'
1 EASTERN DRIVE - PLAN VIEW
SCALE: 1" = 20'
2 EASTERN DRIVE - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
M
ATC
H
LIN
E - SH
EET C
P114
STREET SECTION F-F
SEE DETAIL 2/CD105
BEGIN FULL DEPTH RECONSTRUCTION
EXISTING GRADE
STREET SECTION G-G
SEE DETAIL 3/CD105
M
AT
C H
L
IN
E
- S
H
EE
T C
P1
MATCH LINE - SHEET CP112
MILL & OVERLAY ℄
~ 0.5" HIGHER THAN EXISTING
R
0'
END FULL DEPTH RECONSTRUCTION
PROPOSED GRADE AT CL
-0.5" HIGHER THAN EXISTING
STREET SECTION H-H
SEE DETAIL 4/CD105
6+00
7+00
8+00
9+00
10+00 11+00
12+00
PC
: 5
+8 6.
PT
: 6
+2 6.
PC
: 1
0+
.4
PT: 10+93.62
357.73
357.80
8.7
365.77
370.42
1.4
371.93
0.
371.22
371.16
371.63
371.98
368.80
8.
8.
6+00
9.
9.
1.
1.
7+00
2.
2.
4.
4.
8+00
5.
5.
7.
7.
9+00
8.
8.
0.
0.
10+00
1.
1.
1.
1.
11+00
0.
0.
8.
9.
12+00
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_e as te rn d r_ pl an p ro fil e.
dw at hi el d:
6/
/2
1:
lo t:7 /1
4/
0:
A M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP114
EASTERN DRIVE -
STA 6+00 TO 12+00
AT MT 46
N
0 20' 40'
1 EASTERN DRIVE - PLAN VIEW
SCALE: 1" = 20'
2 EASTERN DRIVE - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
M
ATCH LINE - SHEET CP115
M
AT
C H
L
IN
E
- S
H
EE
T C
P1
STREET SECTION H-H
SEE DETAIL 8/CD105
EXISTING GRADE
MATCH BITUMINOUS PAVEMENT
TO LIP OF EXISTING GUTTER
MILL & OVERLAY ℄
~ 0.5" HIGHER THAN EXISTING
R 79.83
HP
12+00
13+00
14+00 15+00 16+00 17+00
18+00
PC
: 1
3+
.3
PT
: 1
3+
.2
PI
: 1
5+
.9
PC
: 1
6+
.3
PT
: 1
7+
.3
8.1
368.80
8.6
8.
8.0
7.8
373.06
374.70
1.9
2.
CB-440
RIM 367.25
INV 365.50 (8" OUT)
367.01
8.
9.
12+00
7.
7.
7.
7.
13+00
8.
8.
8.
8.
14+00
7.
7.
7.
7.
15+00
8.
8.
0.
0.
16+00
1.
2.
3.
4.
17+00
5.
5.
2.
2.
18+00
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_e as te rn d r_ pl an p ro fil e.
dw at hi el d:
6/
/2
1:
lo t:7 /1
4/
0:
A M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP115
EASTERN DRIVE -
STA 12+00 TO 18+00
AT MT 47
N0 20' 40'
1 EASTERN DRIVE - PLAN VIEW
SCALE: 1" = 20'
2 EASTERN DRIVE - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
M
ATC
H
LIN
E - SH
EET C
P114 M
AT
CH
L
IN
E
- S
HE
ET
C
P1
EXISTING GRADE
MATCH LINE - SHEET CP120
STREET SECTION H-H
SEE DETAIL 4/CD105
MATCH BITUMINOUS PAVEMENT
TO LIP OF EXISTING GUTTER
MATCH FACE OF CURB TO
EXISTING WALL FACE
MATCH FACE OF CURB TO
EXISTING WALL FACE
MATCH FACE OF CURB TO
EXISTING WALL FACE
PROTECT EXISTING WALL
MATCH BITUMINOUS PAVMENT
TO EXISTING DRIVEWAY CONCRETE
MILL & OVERLAY ℄
~ 0.5" HIGHER THAN EXISTING
PAVEMENT EITHER SIDE OF CB WARPS
TO ALLOW RUNOFF TO DRAIN FROM EAST
SIDE OF ROAD TO WEST SIDE
PAVEMENT EITHER SIDE OF CB WARPS
TO ALLOW RUNOFF TO DRAIN FROM WEST
SIDE OF ROAD TO EAST SIDE
AutoCAD SHX Text 26.2
AutoCAD SHX Text 73.0
73.0
3+50.00
18+00
19+00
20+00
21+00
PC: 18+87.12
PT
: 1
9+
.5
374.70
368.91
1.9
2.
367.04
367.69
367.80
370.47
369.90370.40
369.86
368.58
368.08
368.52
369.72
2.
2.
18+00
0.
0.
8.
8.
19+00
8.
8.
0.
0.
20+00
0.
0.
9.
9.
21+00
6.
7.
5.
5.
21+73
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_e as te rn d r_ pl an p ro fil e.
dw at hi el d:
6/
/2
1:
lo t:7 /1
4/
0:
A M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP116
EASTERN DRIVE -
STA 18+00 TO 21+73
AT MT 48
N
0 20' 40'
1 EASTERN DRIVE - PLAN VIEW
SCALE: 1" = 20'
2 EASTERN DRIVE - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
M
AT
CH
L
IN
E
- S
HE
ET
C
P1
EXISTING GRADE
MATCH LINE - S
HEET CP121
STREET SECTION G-G
SEE DETAIL 3/CD105
PROTECT EXISTING WALL
M
AT
C H
L
IN
E
- S
H
EE
T C
P1
BEGIN NEW CURB
STA. 19+29
MILL & OVERLAY ℄
~ 0.5" HIGHER THAN EXISTING
PAVEMENT EITHER SIDE OF CB
WARPS TO DRAIN RUNOFF FROM
EAST CURB TO WEST SIDE
0+00 1+00 2+00 3+00 4+00 5+00
382.94
3.2
9.2
5 36 9.5
368.58
367.11
362.41
360.99
363.67
359.36
9.5
379.24
9.4
6 335.80
335.80 336.12
345.09
345.62
347.90
348.82361.92
337.62
337.77
335.92
335.98
-5.66%
-15.01%
-12.84%
-7.87% -3.46%
-8.37%
-9.33%
-2.79% -4.12%
2.76%-1.16% 0.50%
PV
IS
: 0 +0
0.
PV
IE
: 3
.5
PV
IS
: 0 +3
1.
PV
IE
: 3
.6
PV
IS
: 0 +6
6.
PV
IE
: 3
.2
PV
IS
: 1 +1
2.
PV
IE
: 3
.6
PV
IS
: 2 +0
0.
PV
IE
: 3
.2
PV
IS
: 2 +9
5.
PV
IE
: 3
.3
PV
IS
: 4 +0
0.
PV
IE
: 3
.7
PV
IS
: 4 +4
2.
PV
IE
: 3
.2
PV
IS
: 4 +8
7.
PV
IE
: 3
.7
PV
IS
: 5 +2
9.
PV
IE
: 3
.2
PV
IS
: 5 +5
0.
PV
IE
: 3
.0
PV
IS
: 5 +6
6.
PV
IE
: 3
.0
-5.66%
-15.01%
-12.84%
-7.87% -3.46%
-8.37%
-9.33%
-2.79% -4.12%
2.76%-1.16% 0.50%
PV
IS
: 0 +0
0.
PV
IE
: 3
.5
PV
IS
: 1 +1
2.
PV
IE
: 3
.6
PV
IS
: 2 +9
5.
PV
IE
: 3
.3
PV
IS
: 4 +0
0.
PV
IE
: 3
.7
PV
IS
: 5 +2
9.
PV
IE
: 3
.2
-0+50
3.
3.
0+00
9.
9.
1+00
5.
5.
1.
1.
2+00
6.
6.
1.
1.
3+00
4.
4.
6.
6.
4+00
0.
0.
7.
7.
5+00
6.
6.
7.
7.
6+00
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro se cr an s
- c em et er y ro ad s\
_0 ci vi l\_ c ad fi le s\ _0 sh ee ts
\1
_s ec on d dr iv e ea st
_p la n pr of ile .d w at hi el d:
6/
/2
:5 lo t:7 /1
4/
0:
A M
Office of Design and Construction
Services
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
PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 16157
FORT ROSECRANS NATIONAL CEMETERY
ROADS AND SANITARY SEWER
IMPROVEMENTS
892-043/045
06-30-2022
1700 CABRILLO MEMORIAL DRIVE, SAN DIEGO, CA 92106
Date: Dwg. of 100
BID DOCUMENTS
COST ESTIMATING:GEOTECHNICAL :
TERRACON
1421 EDINGER AVE. SUITE C
TUSTIN, CA 92780
949-864-2082
RYAN HANKES
OCMI
6110 EXECUTIVE BLVD, SUITE 200
ROCKVILLE, MD 20852
202-299-0530
TOM STRANDBERG
IRRIGATION :
EC DESIGN GROUP
400 5TH STREET
WEST DES MOINES, IA 50265
515-215-6365
LISA ESSY
MECH/ELEC/PLUMB :
IMEG
623 26TH AVENUE
ROCK ISLAND, IL 61201
309-283-1595
GREG RYCKAERT
CP117
SECOND DRIVE EAST -
STA 0+00 TO 6+00
AT MT 49
N
0 20' 40'
1 SECOND DRIVE EAST - PLAN VIEW
SCALE: 1" = 20'
2 SECOND DRIVE EAST - PROFILE VIEW
SCALE: V: 1" = 10' H: 1" = 20'
VICINITY MAP
PROPOSED GRADE
EXISTING GRADE
M
AT
C H
L
IN
E
- S
H
EE
T C
P1
MATCH LI
NE - S
HEET CP11
M
ATC
H
LIN
E - SH
EET C
P121
STREET SECTION F-F
SEE DETAIL 2/CD105
MATCH FACE OF CURB
TO FACE OF WALL
DIRECTOR'S
LODGE
7 5
R 192'
R 208'
R10'
R10'
STREET SECTION F-F
SEE DETAIL 2/CD105
PROVIDE 20'
TAPER LENGTH
13' FACE TO FACE
PROVIDE 20'
TAPER LENGTHPROVIDE 20'
TAPER LENGTH
R1 5'
R2 0'
R1 5'
NEW STORM SEWER
SEE 1/CU201
7+00
8+00
9+00
10+00 11+00
12+0033 7.6
337.72
350.14
350.16
352.64
352.66
350.78
343.90
3.9
355.37
2.76%
2.88%
PV
IS
: 7 +0
0.
PV
IE
: 3
.7
2.76%
2.88%
PV
IS
: 7 +0
0.
PV
IE
: 3
.7
7.
7.
6+00
8.
8.
9.
9.
7+00
1.
1.
2.
2.
8+00
4.
4.
5.
5.
9+00
7.
7.
8.
8.
10+00
9.
9.
1.
1.
11+00
2.
2.
4.
4.
12+00
LEGEND
NEW BITUMINOUS ASPHALT PAVEMENT
BITUMINOUS ASPHALT OVERLAY
NEW CONCRETE PAVEMENT
EXISTING CONCRETE PAVEMENT
GEOTEXTILE FABRIC PER 1/CD105
NEW CURB AND GUTTER
HEADSTONES
PROPOSED SPOT ELEVATION
KEY NOTES
MATCH CURB TO EXISTING PEDESTRIAN PAVEMENT
CONCRETE CURB & GUTTER PER DETAIL 4/CD101
SANITARY FORCEMAIN
RAISE & REALIGN FLAT MARKERS
REPLACE IRRIGATION HEADS TO ORIGINAL LOCATION AT BACK OF CURB
PER DETAIL 11/CD101
FLOWER WATERING STATION PER DETAIL 1/LS104
PROTECT EXISTING TREE
PEDESTRIAN CURB RAMP
CONCRETE VEHICULAR PAVEMENT 1/CD1019
350.00
GENERAL NOTES
1. REPLACE ALL HANDHOLES LOCATED IN PAVEMENT PER 9/CD102
2. REPLACE REMOVED OR DAMAGED IRRIGATION HANDHOLES BEHIND
CURB WITH FIBERLYTE FL30.
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:
y
:\1
\1 n ca fo rt ro…
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