892-043 Ft Rosecrans - Add No 1 - Plans - pt2.pdf

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

\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

_c

_o ve ra ll ro ad p la n.

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…