36C10F18R0581-053.pdf

PDF 14 MB Posted

Attached to
Sacramento Valley National Cemetery Phase II Development
Solicitation number
36C10F18R0581
Issued by

About this file

36C10F18R0581 06_SVNC2_CIVIL SITE_C-121-C-501.pdf

View the file

Other files

File Type Posted
36C10F18R0581-0002000.docx DOCX document
36C10F18R0581-0001000.docx DOCX document
36C10F18R0581-0001001.pdf PDF
36C10F18R0581-0001006.pdf PDF
36C10F18R0581-0001008.pdf PDF
36C10F18R0581-0001009.pdf PDF
36C10F18R0581-0001007.pdf PDF
36C10F18R0581-0001002.pdf PDF
36C10F18R0581-0001004.pdf PDF
36C10F18R0581-0001003.pdf PDF
36C10F18R0581-0001005.pdf PDF
36C10F18R0581-065.pdf PDF
36C10F18R0581-080.pdf PDF
36C10F18R0581-046.pdf PDF
36C10F18R0581-059.pdf PDF
36C10F18R0581-043.pdf PDF
36C10F18R0581-073.pdf PDF
36C10F18R0581-045.docx DOCX document
36C10F18R0581-077.pdf PDF
36C10F18R0581-079.pdf PDF
36C10F18R0581-054.pdf PDF
36C10F18R0581-052.pdf PDF
36C10F18R0581-047.pdf PDF
36C10F18R0581-049.pdf PDF
36C10F18R0581-076.pdf PDF
36C10F18R0581-070.pdf PDF
36C10F18R0581-072.pdf PDF
36C10F18R0581-069.pdf PDF
36C10F18R0581-055.pdf PDF
36C10F18R0581-075.pdf PDF
36C10F18R0581-051.pdf PDF
36C10F18R0581-078.pdf PDF
36C10F18R0581-063.pdf PDF
36C10F18R0581-044.docx DOCX document
36C10F18R0581-062.pdf PDF
36C10F18R0581-060.pdf PDF
36C10F18R0581-067.pdf PDF
36C10F18R0581-068.pdf PDF
36C10F18R0581-066.pdf PDF
36C10F18R0581-042.docx DOCX document
36C10F18R0581-074.pdf PDF
36C10F18R0581-064.pdf PDF
36C10F18R0581-061.pdf PDF
36C10F18R0581-056.pdf PDF
36C10F18R0581-057.pdf PDF
36C10F18R0581-058.pdf PDF
36C10F18R0581-050.pdf PDF
36C10F18R0581-071.pdf PDF
36C10F18R0581-048.pdf PDF
36C10F18R0581-002.docx DOCX document
Show all 50

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

389 358

329 300

614 580 546 512 479 447 415

613 579 545 511 478 446

612 578 544 510 477

384 354 325 296 270 244 218 195 172

414 383 353 324 295 269 243 217 194 171

445 413 382 352 323 294 268 242 216 193 170

611 577 543 509 476 444 412 381 351 322 293 267 241 215 192 169 148 127 108 91 74

610 576

609 575

508 475 443 411 380542

541 507 474 442 410 379

321 292 266 240 214350

349 320 291 265 239 213

168 147 126 107 90191

190 167 146 125 106 89

72 56 42 30 19 10

608 574 540 473 441 409 378 348506 290 264 238 212 189319 145 124 105 88 71166 41 29 18 9 155

607 573 539 505 472 440 408 377 347 318 289 263 237 211 188 165 144 123 104 87 70 54 40 28 17 8

151 130 111 94 77

150 129 110 93 76

149 128 109 92 75

616 582 548 514 481 449 417

615 581 547 513 480 448

386 356 327 298 272 246 220

416 385 355 326 297 271 245 219

618 584 550 516 483 451 419

617 583 549 515 482 450

418 387

59 45 33 22 13

44 32 21 12 458

57 43 31 20 11 3

153 132

518 493

615 591

590 565 540 515 489 463 437 411 385 359 333 307 281 255 229 203638 614 151 125 100177

201612

50 25

637 613 589 564 539 514 488 462 436 410 384 358 332 306 280 254 228 202 176 150 124 99 74 49 24

624 600 576 551 526 501 475 449 423 397 371 345 319 293 267 241 215 189 163 137 111 86 61 36 11

606 572 538 504 471 439 407 376 346 317 288 262 236 210 187 164 143 122 103 86 69 53 39 27 16 7

60 46 34

196 173 152

357 328 299

593 559 525 491 458 426 394 363 333 304 275 249 223 197 174

N 0 10' 20'

SCALE:1

SECTIONS 35 & 36

1" = 10' (30"x42" PAPER)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h t h i n c o e f o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e r s o t o n e i n o t o n e a d e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N S

6.

dw g

/2

5/

1:

A M

MBB JPN

ROAD A

LEGEND

GRAVES FACE (DIRECTION)

GRAVESITE NUMBER100

LIMIT OF CRYPTS

CREMAIN - SPACE YIELD

SPACE 4'x4' 618

SECTION 35

GRAVESITE NUMBERING

SECTIONS 35 & 36

C-121

CREMAIN - SPACE YIELD

SPACE 4'x4' 638

SECTION 36

ROUNDABOUT

ROAD 2

35 SECTION NUMBER

36 35

26266

SOLANO DRIVE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

N 0 10' 20'

SCALE:1

SECTION 37

1" = 10' (30"x42" PAPER)

GRAVESITE LAYOUT -

SECTION 37

C-122y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N

7.

dw g

/2

5/

1:

A M

MBB JPN

ROAD A

GRAVESITE GRID POINTS

SECTION 37

.0

0'

80.00'

TYP.

2 TYP.

1 TYP.

LEGEND

1. THE GRAVE PLOT LAYOUT PATTERN IS A

4'-0" X 4'-0" INDIVIDUAL SPACE.

2. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER

REGARDING ANY DISCREPANCIES

BETWEEN FIELD CONDITIONS AND

PLANS PRIOR TO PROCEEDING WITH

WORK. THE WRITTEN DIMENSION SHALL

SUPERSEDE THE DRAWN DIMENSION.

ALL FIELD ADJUSTMENTS MUST BE

APPROVED BY THE SENIOR RESIDENT

ENGINEER PRIOR TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF

CURB, BACK OF WALK, OR CENTER LINE

OR EDGE OF PAVING, UNLESS

OTHERWISE NOTED. ALL DIMENSIONS

ARE AT 90 DEGREES, UNLESS

OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR

OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY

OUT ENTIRE PROJECT. PERMITS SHALL

BE IN PLACE PRIOR TO ANY

CONSTRUCTION ACTIVITIES. NOTIFY

APPROPRIATE UTILITY COMPANY OF

ANY AND ALL PROPOSED WORK.

GRAVESITE LAYOUT NOTES -

GENERAL

SECTION MARKER

GRAVES FACE (DIRECTION)

IN-GROUND CREMAIN GRAVESITE

GRAVESITE GRID MONUMENT

TYPICAL SPACE FOR EACH CREMAIN IS

4'-0" X 4'-0".

RO

UNDABO

UT

RO

AD 2

.0

0'

.0

26267

37 SECTION NUMBER

.0

0'

GRAVESITE LAYOUT NOTES -

CONSTRUCTION

SECTION MARKER W/APPROPRIATE

SECTION NUMBER. LAYOUT COORDINATE

IS TO CENTER OF MARKER. (SEE SIGNAGE

& WAYFINDING SHEET LS502)

GRAVESITE GRID MONUMENT SET IN

CONCRETE. (SEE CRYPT & CREMAIN

SHEET DETAILS C-501)

2.

TY

P

2.

TY

P

N 0 10' 20'

SCALE:1

SECTION 37

1" = 10' (30"x42" PAPER)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

GRAVESITE NUMBERING

SECTION 37

C-123y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N

7.

dw g

/2

5/

1:

A M

MBB JPN

ROAD A

LEGEND

GRAVES FACE (DIRECTION)

GRAVESITE NUMBER

CREMAIN - SPACE YIELD

SPACE 4'x4'

LIMIT OF CREMAIN PLOT

1,294

SECTION 37

RO

UNDABO

UT

RO

AD 2

26268

37 SECTION NUMBER

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

N 0 10' 20'

SCALE:2

SECTION 40

1" = 10' (30"x42" PAPER) y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N

0.

dw g

/2

5/

1:

A M

MBB JPN

LAKE BERRYESSA DRIVE

GRAVESITE GRID POINTS

SECTION 40

1. THE GRAVE PLOT LAYOUT PATTERN IS A

3'-0" X 8'-0" INDIVIDUAL SPACE. PRECAST

CONCRETE LAWN CRYPT SHALL BE

INSTALLED CENTERED WITHIN THE

IMAGINARY GRAVE PLOT. SEE DETAILS.

2. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER REGARDING

ANY DISCREPANCIES BETWEEN FIELD

CONDITIONS AND PLANS PRIOR TO

PROCEEDING WITH WORK. THE WRITTEN

DIMENSION SHALL SUPERSEDE THE

DRAWN DIMENSION. ALL FIELD

ADJUSTMENTS MUST BE APPROVED BY

THE SENIOR RESIDENT ENGINEER PRIOR

TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF CURB,

BACK OF WALK, OR CENTER LINE OR

EDGE OF PAVING, UNLESS OTHERWISE

NOTED. ALL DIMENSIONS ARE AT 90

DEGREES, UNLESS OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR

OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY OUT

ENTIRE PROJECT. PERMITS SHALL BE IN

PLACE PRIOR TO ANY CONSTRUCTION

ACTIVITIES. NOTIFY APPROPRIATE

UTILITY COMPANY OF ANY AND ALL

PROPOSED WORK.

GRAVESITE LAYOUT NOTES -

CONSTRUCTION

GRAVESITE LAYOUT NOTES -

GENERAL

LEGEND

SECTION MARKER

GRAVES FACE (DIRECTION)

INTERIOR CRYPT

GRAVESITE GRID MONUMENT

PERIMETER CRYPT

TYPICAL SPACE FOR EACH CREMAIN IS

4'-0" X 4'-0".

2 TYP.

TYP.

.0

0'

TY

P

80.00'

TYP.

KEY MAP: N.T.S.

CREEK

CREEK

BERRYESSA

M A

TC

H

L

IN

E

S E

E P

LA

N

V

IE

W

SCALE:1

SECTION 40

1" = 10' (30"x42" PAPER)

N 0 10' 20'

TYP.

M A

TC

H

L

IN

E

S E

E P

LA

N

V

IE

W

C-124

GRAVESITE LAYOUT -

SECTION 40

26269

40 SECTION NUMBER

40LAKEDRIVE

SECTION MARKER W/APPROPRIATE

SECTION NUMBER. LAYOUT COORDINATE

IS TO CENTER OF MARKER. (SEE SIGNAGE

& WAYFINDING SHEET LS502)

GRAVESITE GRID MONUMENT SET IN

CONCRETE. (SEE CRYPT & CREMAIN

SHEET DETAILS C-501)

SCALE:1

SECTION 40

1" = 10' (30"x42" PAPER)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

GRAVESITE NUMBERING

SECTION 40

C-125y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N

0.

dw g

/2

5/

1:

A M

MBB JPN

LAKE BERRYESSA DRIVE

LEGEND

GRAVES FACE (DIRECTION)

GRAVESITE NUMBER100

LIMIT OF CRYPTS

PERIMETER CRYPT

INTERIOR CRYPT

TOTAL GRAVESITES

SECTION 40

CRYPT/GRAVESITE - SPACE YIELD

1,338

1,546

KEY MAP: N.T.S.

CREEK

CREEK

26270

40 SECTION NUMBER

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

N 0 10' 20'

SCALE:1

SECTION 42

1" = 10' (30"x42" PAPER) y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N

2.

dw g

/2

5/

1:

A M

MBB JPN

LAKE BER

R

YESSA D

R

IVE

GRAVESITE GRID POINTS

SECTION 42

1. THE GRAVE PLOT LAYOUT PATTERN IS A

3'-0" X 8'-0" INDIVIDUAL SPACE. PRECAST

CONCRETE LAWN CRYPT SHALL BE

INSTALLED CENTERED WITHIN THE

IMAGINARY GRAVE PLOT. SEE DETAILS.

2. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER REGARDING

ANY DISCREPANCIES BETWEEN FIELD

CONDITIONS AND PLANS PRIOR TO

PROCEEDING WITH WORK. THE WRITTEN

DIMENSION SHALL SUPERSEDE THE

DRAWN DIMENSION. ALL FIELD

ADJUSTMENTS MUST BE APPROVED BY

THE SENIOR RESIDENT ENGINEER PRIOR

TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF CURB,

BACK OF WALK, OR CENTER LINE OR

EDGE OF PAVING, UNLESS OTHERWISE

NOTED. ALL DIMENSIONS ARE AT 90

DEGREES, UNLESS OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR

OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY OUT

ENTIRE PROJECT. PERMITS SHALL BE IN

PLACE PRIOR TO ANY CONSTRUCTION

ACTIVITIES. NOTIFY APPROPRIATE

UTILITY COMPANY OF ANY AND ALL

PROPOSED WORK.

GRAVESITE LAYOUT NOTES -

GENERAL

LEGEND

SECTION MARKER

GRAVES FACE (DIRECTION)

INTERIOR CRYPT

GRAVESITE GRID MONUMENT

PERIMETER CRYPT

TYPICAL SPACE FOR EACH GRAVE IS 3'-0" X 8'-0".

PRECAST CRYPT IS INTENDED TO BE CENTERED

WITH IN EACH GRAVE SPACE.

.0

0'

TY

P

80.00'

TYP.

2 TYP.

TYP.

C-126

GRAVESITE LAYOUT -

SECTION 42

26271

42 SECTION NUMBER

GRAVESITE LAYOUT NOTES -

CONSTRUCTION

SECTION MARKER W/APPROPRIATE

SECTION NUMBER. LAYOUT COORDINATE

IS TO CENTER OF MARKER. (SEE SIGNAGE

& WAYFINDING SHEET LS502)

GRAVESITE GRID MONUMENT SET IN

CONCRETE. (SEE CRYPT & CREMAIN

SHEET DETAILS C-501)

SCALE:1

SECTION 42

1" = 10' (30"x42" PAPER)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

GRAVESITE NUMBERING

SECTION 42

C-127y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N

2.

dw g

/2

5/

1:

A M

MBB JPN

LEGEND

GRAVES FACE (DIRECTION)

GRAVESITE NUMBER100

LIMIT OF CRYPTS

PERIMETER CRYPT

INTERIOR CRYPT

TOTAL GRAVESITES

SECTION 42

CRYPT/GRAVESITE - SPACE YIELD

1,764

2,002

26272

42 SECTION NUMBER

LAKE BER

R

YESSA D

R

IVE

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

N

0 10' 20'

SCALE:1

SECTION 44

1" = 10' (30"x42" PAPER)

GRAVESITE LAYOUT -

SECTION 44

y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N

4.

dw g

/2

5/

1:

A M

MBB JPN

LAKE BERRYESSA DRIVE

GRAVESITE GRID POINTS

SECTION 44

1. THE GRAVE PLOT LAYOUT PATTERN IS A

3'-0" X 8'-0" INDIVIDUAL SPACE. PRECAST

CONCRETE LAWN CRYPT SHALL BE

INSTALLED CENTERED WITHIN THE

IMAGINARY GRAVE PLOT. SEE DETAILS.

2. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER REGARDING

ANY DISCREPANCIES BETWEEN FIELD

CONDITIONS AND PLANS PRIOR TO

PROCEEDING WITH WORK. THE WRITTEN

DIMENSION SHALL SUPERSEDE THE

DRAWN DIMENSION. ALL FIELD

ADJUSTMENTS MUST BE APPROVED BY

THE SENIOR RESIDENT ENGINEER PRIOR

TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF CURB,

BACK OF WALK, OR CENTER LINE OR

EDGE OF PAVING, UNLESS OTHERWISE

NOTED. ALL DIMENSIONS ARE AT 90

DEGREES, UNLESS OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR

OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY OUT

ENTIRE PROJECT. PERMITS SHALL BE IN

PLACE PRIOR TO ANY CONSTRUCTION

ACTIVITIES. NOTIFY APPROPRIATE

UTILITY COMPANY OF ANY AND ALL

PROPOSED WORK.

GRAVESITE LAYOUT NOTES -

GENERAL

LEGEND

SECTION MARKER

GRAVES FACE (DIRECTION)

INTERIOR CRYPT

GRAVESITE GRID MONUMENT

PERIMETER CRYPT

TYPICAL SPACE FOR EACH GRAVE IS 3'-0" X 8'-0".

PRECAST CRYPT IS INTENDED TO BE CENTERED

WITH IN EACH GRAVE SPACE.

1 TYP.

2 TYP.

.0

0'

TY

P

57.00'

TYP.

C-128 26273

44 SECTION NUMBER

GRAVESITE LAYOUT NOTES -

CONSTRUCTION

SECTION MARKER W/APPROPRIATE

SECTION NUMBER. LAYOUT COORDINATE

IS TO CENTER OF MARKER. (SEE SIGNAGE

& WAYFINDING SHEET LS502)

GRAVESITE GRID MONUMENT SET IN

CONCRETE. (SEE CRYPT & CREMAIN

SHEET DETAILS C-501)

SCALE:1

SECTION 44

1" = 10' (30"x42" PAPER)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

GRAVESITE NUMBERING

SECTION 44

C-129y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N

4.

dw g

/2

5/

1:

A M

MBB JPN

LEGEND

GRAVES FACE (DIRECTION)

GRAVESITE NUMBER100

LIMIT OF CRYPTS

PERIMETER CRYPT

INTERIOR CRYPT

TOTAL GRAVESITES

SECTION 44

CRYPT/GRAVESITE - SPACE YIELD

1,344

1,524

26274

44 SECTION NUMBER

LAKE BERRYESSA DRIVE

4 7 11

8 12

Point ID

Northing

1,913,272.81

1,913,216.63

1,913,259.29

1,913,203.11

1,913,146.93

1,913,245.76

1,913,189.58

1,913,133.40

1,913,077.23

1,913,232.24

1,913,176.06

1,913,119.88

1,913,063.70

1,913,162.53

1,913,106.35

1,913,050.17

Easting

6,595,484.84

6,595,475.20

6,595,563.69

6,595,554.05

6,595,544.41

6,595,642.53

6,595,632.90

6,595,623.26

6,595,613.62

6,595,721.38

6,595,711.75

6,595,702.11

6,595,692.47

6,595,790.59

6,595,780.96

6,595,771.32

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

N 0 10' 20'

SCALE:1

SECTION 45 (ADD ALTERNATIVE 2)

1" = 10' (30"x42" PAPER) y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N

5.

dw g

/2

5/

1:

A M

MBB JPN

SIERRA NEVADA DRIVE

GRAVESITE GRID POINTS

SECTION 45

C-130

GRAVESITE LAYOUT -

SECTION 45

1. THE GRAVE PLOT LAYOUT PATTERN IS A

3'-0" X 8'-0" INDIVIDUAL SPACE. PRECAST

CONCRETE LAWN CRYPT SHALL BE

INSTALLED CENTERED WITHIN THE

IMAGINARY GRAVE PLOT. SEE DETAILS.

2. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER REGARDING

ANY DISCREPANCIES BETWEEN FIELD

CONDITIONS AND PLANS PRIOR TO

PROCEEDING WITH WORK. THE WRITTEN

DIMENSION SHALL SUPERSEDE THE

DRAWN DIMENSION. ALL FIELD

ADJUSTMENTS MUST BE APPROVED BY

THE SENIOR RESIDENT ENGINEER PRIOR

TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF CURB,

BACK OF WALK, OR CENTER LINE OR

EDGE OF PAVING, UNLESS OTHERWISE

NOTED. ALL DIMENSIONS ARE AT 90

DEGREES, UNLESS OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR

OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY OUT

ENTIRE PROJECT. PERMITS SHALL BE IN

PLACE PRIOR TO ANY CONSTRUCTION

ACTIVITIES. NOTIFY APPROPRIATE

UTILITY COMPANY OF ANY AND ALL

PROPOSED WORK.

GRAVESITE LAYOUT NOTES -

CONSTRUCTION

GRAVESITE LAYOUT NOTES -

GENERAL

LEGEND

SECTION MARKER

GRAVES FACE (DIRECTION)

INTERIOR CRYPT

GRAVESITE GRID MONUMENT

PERIMETER CRYPT

TYPICAL SPACE FOR EACH GRAVE IS 3'-0" X 8'-0".

PRECAST CRYPT IS INTENDED TO BE CENTERED

WITH IN EACH GRAVE SPACE.

80.00'

TYP.

2 TYP.

1 TYP.

.0 0'

TY

P

RO

UNDABO

UT

RO

AD 3

26275

45 SECTION NUMBER

SECTION MARKER W/APPROPRIATE

SECTION NUMBER. LAYOUT COORDINATE

IS TO CENTER OF MARKER. (SEE SIGNAGE

& WAYFINDING SHEET LS502)

GRAVESITE GRID MONUMENT SET IN

CONCRETE. (SEE CRYPT & CREMAIN

SHEET DETAILS C-501)

528 574

576 622

388 431

209 252

294208 251176

203171

395 438 481

665A

573 619

621 667

720 769 818 867

381 424

466 512380 423337 900 954797 846699 748604 650558 1340 13801254 13001162 12081062 11161008 15131451 14821420

289246

375332

461418

553507

645599

743694

841792

242199

328285

414371

503457

595549

690641

788739

891837

999945

11071053

11991153

12911245

13711331

237 280

162 194

105 130

544 590

452 498

366 409

886 940

783 832

685 734

1240 1286

1148 1194

1048 1102

1235 1281

1143 1189

881 935

782 831

778 827

684 733

680 729

1047 1101

1043 1097

876 930

777 826

773 822

675 724

1038 1092

407 450

321 364

674 723

235 278

542 588

541 587

539 585

538 584

534 580

533 579

406 449

404 447

403 446

399 442

275 318

274 317

270 313

269 312

104 129

103 12878

127 159

125 157

124 156

120 152

119 151

216 259

141116

309 352

264221 307

N 0 10' 20'

SCALE:1

SECTION 45 (ADD ALTERNATIVE 2)

1" = 10' (30"x42" PAPER)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

GRAVESITE NUMBERING

SECTION 45

C-131y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N

5.

dw g

/2

5/

1:

A M

MBB JPN

LEGEND

GRAVES FACE (DIRECTION)

GRAVESITE NUMBER100

LIMIT OF CRYPTS

PERIMETER CRYPT

INTERIOR CRYPT

TOTAL GRAVESITES

SECTION 45

CRYPT/GRAVESITE - SPACE YIELD

1,375

1,581

RO

UNDABO

UT

RO

AD 3 45

26276

45 SECTION NUMBER

SIERRA NEVADA DRIVE

P44

P45

P52

P53

P54

P60

P61

Point ID

Northing

1,912,970.39

1,913,025.59

1,912,936.61

1,912,983.92

1,913,039.11

1,913,066.71

Easting

6,595,558.59

6,595,568.06

6,595,471.62

6,595,479.74

6,595,489.21

6,595,493.94

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

N 0 10' 20'

SCALE:1

SECTION 46

1" = 10' (30"x42" PAPER) y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N

6.

dw g

/2

5/

1:

A M

MBB JPN

PUTA

H C

REEK W

AY

SIERRA NEVADA DRIVE

GRAVESITE GRID POINTS

SECTION 46

GRAVESITE LAYOUT -

SECTION 46

C-132

LEGEND

1. THE GRAVE PLOT LAYOUT PATTERN IS A

4'-0" X 4'-0" INDIVIDUAL SPACE.

2. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER

REGARDING ANY DISCREPANCIES

BETWEEN FIELD CONDITIONS AND

PLANS PRIOR TO PROCEEDING WITH

WORK. THE WRITTEN DIMENSION SHALL

SUPERSEDE THE DRAWN DIMENSION.

ALL FIELD ADJUSTMENTS MUST BE

APPROVED BY THE SENIOR RESIDENT

ENGINEER PRIOR TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF

CURB, BACK OF WALK, OR CENTER LINE

OR EDGE OF PAVING, UNLESS

OTHERWISE NOTED. ALL DIMENSIONS

ARE AT 90 DEGREES, UNLESS

OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR

OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY

OUT ENTIRE PROJECT. PERMITS SHALL

BE IN PLACE PRIOR TO ANY

CONSTRUCTION ACTIVITIES. NOTIFY

APPROPRIATE UTILITY COMPANY OF

ANY AND ALL PROPOSED WORK.

GRAVESITE LAYOUT NOTES -

CONSTRUCTION

GRAVESITE LAYOUT NOTES -

GENERAL

SECTION MARKER

GRAVES FACE (DIRECTION)

IN-GROUND CREMAIN GRAVESITE

GRAVESITE GRID MONUMENT

TYPICAL SPACE FOR EACH CREMAIN IS

4'-0" X 4'-0".

80.00'

.0

0'

2 TYP.

1 TYP.

.0

0'

.0 0'

26277

46 SECTION NUMBER

SECTION MARKER W/APPROPRIATE

SECTION NUMBER. LAYOUT COORDINATE

IS TO CENTER OF MARKER. (SEE SIGNAGE

& WAYFINDING SHEET LS502)

GRAVESITE GRID MONUMENT SET IN

CONCRETE. (SEE CRYPT & CREMAIN

SHEET DETAILS C-501)

2.

TY

P

2.

TY

P

P44

P45

P52

P53

P54

P60

P61

480511542

481512543

513544

514545

546 515

504535

505536 474

506537 475

476507

477508

478509540

479510541

524555

525556

526557

516547

517548

518549

287313

288314

262 237

263 238

396425

397426

367 340

368 341

90107

91108

75 60

76 61

167189

168190

145 126

146 127

215289315 264 239398427 369 342457 4992109 77 62169191 147 128 2536

428458

429459

316343370399

317344371400

216240265290

217241266291

129148170192

130149171193

637893110

647994111

263750

16273851

372401430

373402431

267292318345

268293319346

194218242

195219243

112131150172

113132151173

658095

668196

17283952

18294053

403432462

404433463

294320347374

295321348375

220244269

221245270

133152174196

134153175197

8297114

8398115

30415467

31425568

434464494

435465495

349376405

350377406

246271296322

247272297323

176198222

177199223

116135154

117136155

56698499

577085100

466496

467497

378407436

379408437

273298324351

274299325352

200224248

201225249

137156178

138157179

7186101118

7287102119

344558

354659

498529

499530

409438

410439

326353380

327354381

250275

251276

180202226

181203227

120139

121140

500531 470 411440 328355382 302 252277 204228

501532 471 412441 329356383 303 253278 205229

502533 472 413442 384

503 473 414443 385

335362391420

336363392421

364393422

365394423

310337

311338

395424 312339366

387416

388417

332359

333360

361 334390 183

208232257282

209233258283

234259284

235260285

186210

187211

261286 188212236

254279

230255

207256

141163

123142164

124143165

88105

144166 89106125

21120

51423

1524 6

160182

304330357

103122

N 0 10' 20'

SCALE:1

SECTION 46

1" = 10' (30"x42" PAPER)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

GRAVESITE NUMBERING

SECTION 46

C-133y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N

6.

dw g

/2

5/

1:

A M

MBB JPN

LEGEND

GRAVES FACE (DIRECTION)

GRAVESITE NUMBER100

LIMIT OF CRYPTS

CREMAIN - SPACE YIELD

SPACE 4'x4' 592

SECTION 46

26278

46 SECTION NUMBER

PUTA

H C

REEK W

AY

SIERRA NEVADA DRIVE

Point ID

Northing

1,913,006.24

1,912,951.04

1,913,036.08

1,912,992.71

1,912,937.52

Easting

6,595,349.64

6,595,340.17

6,595,435.93

6,595,428.49

6,595,419.02

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

N 0 10' 20'

SCALE:1

SECTION 47

1" = 10' (30"x42" PAPER) y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N

7.

dw g

/2

5/

1:

A M

MBB JPN

PUTAH CREEK WAY

JE

PS

O N

P R

AI

R

IE

D

R

IV

E GRAVESITE GRID POINTS

SECTION 47

GRAVESITE LAYOUT -

SECTION 47

C-134

LEGEND

1. THE GRAVE PLOT LAYOUT PATTERN IS A

4'-0" X 4'-0" INDIVIDUAL SPACE.

2. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER

REGARDING ANY DISCREPANCIES

BETWEEN FIELD CONDITIONS AND

PLANS PRIOR TO PROCEEDING WITH

WORK. THE WRITTEN DIMENSION SHALL

SUPERSEDE THE DRAWN DIMENSION.

ALL FIELD ADJUSTMENTS MUST BE

APPROVED BY THE SENIOR RESIDENT

ENGINEER PRIOR TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF

CURB, BACK OF WALK, OR CENTER LINE

OR EDGE OF PAVING, UNLESS

OTHERWISE NOTED. ALL DIMENSIONS

ARE AT 90 DEGREES, UNLESS

OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR

OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY

OUT ENTIRE PROJECT. PERMITS SHALL

BE IN PLACE PRIOR TO ANY

CONSTRUCTION ACTIVITIES. NOTIFY

APPROPRIATE UTILITY COMPANY OF

ANY AND ALL PROPOSED WORK.

GRAVESITE LAYOUT NOTES -

CONSTRUCTION

GRAVESITE LAYOUT NOTES -

GENERAL

SECTION MARKER

GRAVES FACE (DIRECTION)

IN-GROUND CREMAIN GRAVESITE

GRAVESITE GRID MONUMENT

TYPICAL SPACE FOR EACH CREMAIN IS

4'-0" X 4'-0".

80.00' 56 .0

0'

2 TYP.

1 TYP.

.0

0' 26279

47 SECTION NUMBER

2.

TY

P

2.

TY

P

SECTION MARKER W/APPROPRIATE

SECTION NUMBER. LAYOUT COORDINATE

IS TO CENTER OF MARKER. (SEE SIGNAGE

& WAYFINDING SHEET LS502)

GRAVESITE GRID MONUMENT SET IN

CONCRETE. (SEE CRYPT & CREMAIN

SHEET DETAILS C-501)

144119

143118

198171

197170

252225

251224

305279

304278

142117

141116

196169

195168

250223

249222

303277

302276

140115

139114

194167

193166

248221

247220

301275

300274

352326

20 5134 8868 138113 192165 246219 299273 351325

5033 8767 137112 191164 245218 298272 350324

4932 8666 136111 190163 244217 297271 349323 375

4831 8565 135110 189162 243216 296270 348322 374

8464 134109 188161 242215 295269 347321 373

8363 133108 187160 241214 294268 346320 398372

8262 132107 186159 240213 293267 345319 397371

10681 131

10580 130

10479 129

158 212185 239

157 211184 238

156 210183 237

266 318292 344

265 317291 343

264 316290 342

370 422396

369 421395

368 420394 445

128103 155

127102 154

126101 153

182 236209 263

181 235208 262

180 234207 261

289 341315 367

288 340314 366

287 339313 365

393 444419

392 443418

391 442417 468

100 152125 179

151 178

150 177

206 260233 286

205 259232 285

204 258231 284

312 364338 390

311 363337 389

310 362336 388

416 467441

415 466440

414 465439 491

464 490

3019 6144

149124

148123

203176

202175

257230

256229

147122

146121

201174

200173

255228

254227 281

2716 5841 9575 145120 199172 253226 280

357331

330 356

409383

408382

460435

459434

512486

511485

565539

564538

617592

616591

407381

406380

458433

457432

510484

509483

563537

562536

615590

614589

405353 379

404378

456431

455430

508482

507481

561535

560534

613588

612587

403377 454429 506480 559533 611586

376 402 453428 505479 558532 610585

401 452427 504478 557531 609584

451426 503477 556530 608583

450425

502476 555529 607582

449424 501475 554528 606581

448 500474 553527 605580

447 473 526499

446 472 525498

471 524497

496 523470

495 522

494 521

520493

552 604579

551 603578

550 602577

576 601

575 600

574 599

546 573

545 572

544 571 596

543 570

542 569 594

568 593

309283 361335 413387

282 308

360334

359333

412386

411385 462437 514488 567541

358332 410384 461436 513487 566540

42 26

28 14

29 15

32 7

1933 8

515489463438

N 0 10' 20'

SCALE:1

SECTION 47

1" = 10' (30"x42" PAPER)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

GRAVESITE NUMBERING

SECTION 47

C-135y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N

7.

dw g

/2

5/

1:

A M

MBB JPN

LEGEND

GRAVES FACE (DIRECTION)

GRAVESITE NUMBER

CREMAIN - SPACE YIELD

SPACE 4'x4'

LIMIT OF CREMAIN PLOT

SECTION 47

26280

47 SECTION NUMBER

PUTAH CREEK WAY

JE

PS

O N

P R

AI

R

IE

D

R

IV

E

Point ID

Northing

1,913,017.06

1,913,072.25

1,913,127.44

1,913,182.64

1,913,030.58

1,913,085.77

1,913,140.97

1,913,196.16

Easting

6,595,286.56

6,595,296.03

6,595,305.50

6,595,314.96

6,595,207.71

6,595,217.18

6,595,226.65

6,595,236.12

N

0 10' 20'

SCALE:1

SECTIONS 53 & 54 (ADD ALTERNATIVE 2)

1" = 10' (30"x42" PAPER)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

GRAVESITE LAYOUT -

SECTIONS 53 & 54

C-136y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N S

4.

dw g

/2

5/

1:

A M

MBB JPN

PUTAH CREEK WAY

JEPSON PRAIRIE DRIVE

GRAVESITE GRID POINTS

SECTIONS 53 & 54

LEGEND

1. THE GRAVE PLOT LAYOUT PATTERN IS A

4'-0" X 4'-0" INDIVIDUAL SPACE.

2. CONTRACTOR SHALL CONTACT THE

SENIOR RESIDENT ENGINEER

REGARDING ANY DISCREPANCIES

BETWEEN FIELD CONDITIONS AND

PLANS PRIOR TO PROCEEDING WITH

WORK. THE WRITTEN DIMENSION SHALL

SUPERSEDE THE DRAWN DIMENSION.

ALL FIELD ADJUSTMENTS MUST BE

APPROVED BY THE SENIOR RESIDENT

ENGINEER PRIOR TO INSTALLATION.

3. ALL DIMENSIONS ARE TO BACK OF

CURB, BACK OF WALK, OR CENTER LINE

OR EDGE OF PAVING, UNLESS

OTHERWISE NOTED. ALL DIMENSIONS

ARE AT 90 DEGREES, UNLESS

OTHERWISE NOTED.

4. IF DISCREPANCIES OCCUR IN FIELD

BETWEEN THIS SET OF DRAWINGS AND

FIELD CONDITIONS, THE CONTRACTOR

SHALL CONTACT THE SENIOR RESIDENT

ENGINEER TO REVIEW PRIOR TO

CONSTRUCTION.

5. ALL ELEMENTS TO BE INSTALLED PER

PLAN DETAILS AND MANUFACTURER'S

RECOMMENDATION.

6. CONTRACTOR RESPONSIBLE FOR

OBTAINING ALL NECESSARY

CONSTRUCTION PERMITS TO CARRY

OUT ENTIRE PROJECT. PERMITS SHALL

BE IN PLACE PRIOR TO ANY

CONSTRUCTION ACTIVITIES. NOTIFY

APPROPRIATE UTILITY COMPANY OF

ANY AND ALL PROPOSED WORK.

GRAVESITE LAYOUT NOTES -

CONSTRUCTION

GRAVESITE LAYOUT NOTES -

GENERAL

SECTION MARKER

GRAVES FACE (DIRECTION)

IN-GROUND CREMAIN GRAVESITE

GRAVESITE GRID MONUMENT

TYPICAL SPACE FOR EACH CREMAIN IS

4'-0" X 4'-0".

56.00'

TYP.

.0

0'

TY

P

TYP.

SI

ER

RA

N

EV

AD

A

DR

IV

E

ROUNDABOUT

ROAD 3

26281

53 SECTION NUMBER

TYP.

2.00'

TYP.

2.00'

TYP.

SECTION MARKER W/APPROPRIATE

SECTION NUMBER. LAYOUT COORDINATE

IS TO CENTER OF MARKER. (SEE SIGNAGE

& WAYFINDING SHEET LS502)

GRAVESITE GRID MONUMENT SET IN

CONCRETE. (SEE CRYPT & CREMAIN

SHEET DETAILS C-501)

1514131211

10987

19181716

5A

464748

6162 60

4041 39

686970

50515253

13141516

171819202122

234567891011 1

84858687

N

0 10' 20'

SCALE:1

SECTIONS 53 & 54 (ADD ALTERNATIVE 2)

1" = 10' (30"x42" PAPER)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e e i n c h o t

A

B

C

D

E

F

KEY MAP: N.T.S.

CREEK

CREEK

Anderson Engineering of MN, LLC 13605 1st Ave. N., Ste. 100 Plymouth, MN 55441 (763)-412-4000 Michael Brandvold, Project Manager

OF

06 / 27 / 2018

GRAVESITE NUMBERING

SECTIONS 53 & 54

C-137y:

\1

\1 v a oc fm p ha se d ev o f s ac ra m en to v al le y nc \D w g-

C 3d

\C iv il\

6_

C _S

E C

TI

O

N S

4.

dw g

/2

5/

1:

A M

MBB JPN

LEGEND

GRAVES FACE (DIRECTION)

GRAVESITE NUMBER

CREMAIN - SPACE YIELD

SPACE 4'x4'

LIMIT OF CREMAIN PLOT

SECTION 53

CREMAIN - SPACE YIELD

SPACE 4'x4' 495

SECTION 54

26282

53 SECTION NUMBER

PUTAH CREEK WAY

JEPSON PRAIRIE DRIVE

SI

ER

RA

N

EV

AD

A

DR

IV

E

ROUNDABOUT

ROAD 3

.7

12+00

13+00

14+00

0+

1+00

2+00

P2-1 P2-2

P2-3 P2-4

BEGIN ACCESS ROUTE CL

SOLANO DRIVE

STA=11+95.71

Offset=12.57'L Northing=1911410.20 Easting=6596105.44

20.00 16 .8

7.8

Point #

P2-1

P2-2

P2-3

P2-4

Northing

1911254.8677

1911254.8677

1911232.7354

1911232.7354

Easting

6595979.9604

6596017.4939

6595979.9604

6596017.4939

4+

5+

6+

7+

8+

P1-1 P1-2

P1-3 P1-4

BEGIN ACCESS ROUTE CL

LAKE BERRYESSA DRIVE

STA=5+85.20

Offset=12.50'L Northing=1912452.45 Easting=6595621.37

113.52

29.70

73.28

.0

.0

Point #

P1-1

P1-2

P1-3

P1-4

Northing

1912416.2412

1912417.9856

1912388.0031

1912389.7476

Easting

6595832.2798

6595852.2036

6595834.7522

6595854.6760

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

Fi le

P at h

BID DOCUMENTS

Office of

Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD Project Management, Architecture, Landscape Architecture, Cemetery Planning, Civil Engineering, Land Survey:

STAMPCONSULTANTS

321 4 5 6 7 8 9 10

Structural Engineering, Electrical Engineering:

Sacramento Valley National Cemetery Phase 2 Development

5810 Midway Rd, Dixon, CA 95620

921CM2007

Project Director

JUNE 27, 2018Revisions: Date:

HDR Engineering, Inc.

2365 Iron Point Rd. #300 Folsom, CA 95630 (916)-817-4924 Duane Hodgens

Irrigation:

Aqua Engineering, Inc.

375 Horsetooth Rd., Bldg. 2-202 Fort Collins, CO 80525 (970)-372-6104 Robert Beccard

Cost Estimating:

CPMI, Inc.

3265 Northwood Cir., Ste. 170 Eagan, MN 55121 (952)-854-3663 Bryan Bertrand

Geotechnical Engineering:

Terracon Consultants, Inc.

50 Goldenland Ct., Ste. 100 Sacramento, CA 95834 (916)-928-4690 Robert Holmer o n e e i g h o t o n e q u a r t e r i n o t t h r e e e i g h o t o n e h a l f i n o t t h r e e q u a r t e o t o n e i n o t o n e a e h a l f i n o t t h r e…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it.