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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

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

COVER

y:

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2:

P

M

SACRAMENTO VALLEY NATIONAL CEMETERY

PHASE II DEVELOPMENT

VA PROJECT NO. 921CM2007

CONSULTANTS

ANDERSON ENGINEERING OF MN, LLC

PROJECT MANAGEMENT, ARCHITECTURE, LANDSCAPE

ARCHITECTURE, PLANNING, CIVIL ENGINEERING, LAND

SURVEY

13605 1ST AVENUE NORTH, SUITE 100

PLYMOUTH, MN 55441

CONTACT: MIKE BRANDVOLD, PROJECT MANAGER

PHONE: (763) 412-4000

HDR

STRUCTURAL ENGINEERING, MECHANICAL

ENGINEERING, ELECTRICAL ENGINEERING

2365 IRON POINT ROAD, SUITE 300

FOLSOM, CA 95630

CONTACT: DUANE HODGENS

PHONE: (916) 817-4924

AQUA ENGINEERING

IRRIGATION

375 HORSETOOTH ROAD, BUILDING 2-202

FORT COLLINS, CO 80525

CONTACT: ROBERT BECCARD

PHONE: (970) 372-6104

CPMI

COST ESTIMATOR

3265 NORTHWOOD CIRCLE, SUITE 170

EAGAN, MN 55121

CONTACT: BRYAN BERTRAND

PHONE: (952) 854-3663

TERRACON

GEOTECHNICAL ENGINEER

50 GOLDENLAND COURT, SUITE 100

SACRAMENTO, CA 95834

CONTACT: ROBERT HOLMER

PHONE: (916) 928-4690

VICINITY MAP LOCATION MAPN.T.S.

VACAVILLE

FAIRFIELD

WINTERS

ELK GROVE

SACRAMENTO

DAVIS

MIDWAY RD.

E6

DIXON

FEDERAL INTERSTATE

STATE HIGHWAY

COUNTY ROAD

N

N.T.S.

N

MIDWAY ROAD

H

WY.

LE

W

IS

R

O A

D

B A

TA

V

IA

R

O A

D

M cC

U N

E C R

EEK

SW

EENEY CREEK

SACRAMENTO VALLEY

NATIONAL CEMETERY

PHASE 2

PROJECT AREA

SITE DATA

SACRAMENTO VALLEY NATIONAL CEMETERY

STREET ADDRESS: 5810 MIDWAY RD, DIXON, CA 95620

COUNTY: SOLANO

PHASE II

ELECTRIC UTILITY: PACIFIC GAS & ELECTRICITY

IRRIGATION DISTRICT: SOLANO IRRIGATION DISTRICT

PPC: PRE-PLACED CRYPTS (3'x8') IGC: IN-GROUND CREMAIN (4'x4')

COL: COLUMBARIUM NICHES

GREEN: GREEN BURIAL SECTION (5'x5') & (5'x10')

SACRAMENTO VALLEY

NATIONAL CEMETERY

JDL JAF

GRAVESITE SUMMARY

SECTION

NUMBER PPC IGC NICHES

GREEN

BURIAL ACREAGE

BASE BID

29 3'x8' 1,174 0.65

31 3'x8' 1,342 0.74

34 3'x8' 1,644 0.91

40 3'x8' 1,546 0.85

42 3'x8' 2,002 1.10

44 3'x8' 1,524 0.84

6 4'x4' 2,189 0.80

30 4'x4' 1,677 0.62

32 4'x4' 1,153 0.42

35 4'x4' 618 0.23

36 4'x4' 638 0.23

37 4'x4' 1,294 0.48

46 4'x4' 592 0.22

47 4'x4' 617 0.23

33A 5'x5' 200 0.11

33B 5'x10' 100 0.11

Col 3 --- 9,120 0.14

SUBTOTAL

9,232 8,778 9,120 300 8.68

ADD ALT. 1

Col 3 --- 2,080 0.03

SUBTOTAL

2,080 0.03

ADD ALT. 2

45 3'x8' 1,581 0.87

53 4'x4' 743 0.27

54 4'x4' 495 0.18

SUBTOTAL

1,581 1,238 1.33

TOTAL

10,813 10,016 11,200 300 10.04

G-001

SIZE

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 / 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

\G en er al

\1

_X

_S H

E E

T

IN

D E

X .d w g

/2 6/

1:

A

M

SHEET INDEX

SHEET INDEX

JDL JAF 2622

G-002

Sheet Sheet Title Page Total Page

GENERAL

G-001 COVER 1 OF 262

G-002 SHEET INDEX 2 OF 262

G-003 ABBREVIATIONS 3 OF 262

G-004 SYMBOLS 4 OF 262

SUBSURFACE BORING INFORMATION

B-101 BORING LOCATIONS 5 OF 262

B-601 BORING LOGS 1 6 OF 262

B-602 BORING LOGS 2 7 OF 262

B-603 BORING LOGS 3 8 OF 262

B-604 BORING LOGS 4 9 OF 262

B-605 BORING LOGS 5 10 OF 262

B-606 BORING LOGS 6 11 OF 262

SURVEY

V-101 KEY MAP & NOTES AND PHASE 1B 12 OF 262

V-102 EXISTING CONDITIONS SURVEY 1 13 OF 262

V-103 EXISTING CONDITIONS SURVEY 2 14 OF 262

V-104 EXISTING CONDITIONS SURVEY 3 15 OF 262

V-105 EXISTING CONDITIONS SURVEY 4 16 OF 262

V-106 EXISTING CONDITIONS SURVEY 5 17 OF 262

V-107 EXISTING CONDITIONS SURVEY 6 18 OF 262

V-108 EXISTING CONDITIONS SURVEY 7 19 OF 262

V-109 EXISTING CONDITIONS SURVEY 8 20 OF 262

V-110 EXISTING CONDITIONS SURVEY 9 21 OF 262

V-111 EXISTING CONDITIONS SURVEY 10 22 OF 262

V-112 EXISTING CONDITIONS SURVEY 11 23 OF 262

V-113 EXISTING CONDITIONS SURVEY 12 24 OF 262

V-114 EXISTING CONDITIONS SURVEY 13 25 OF 262

V-115 EXISTING CONDITIONS SURVEY 14 26 OF 262

V-116 EXISTING CONDITIONS SURVEY 15 27 OF 262

DEMOLITION

D-101 DEMOLITION PLAN - OVERALL 28 OF 262

D-102 DEMOLITION PLAN 1 29 OF 262

D-103 DEMOLITION PLAN 2 30 OF 262

D-104 DEMOLITION PLAN 3 31 OF 262

D-105 DEMOLITION PLAN 4 32 OF 262

D-106 DEMOLITION PLAN 5 33 OF 262

D-107 DEMOLITION PLAN 6 34 OF 262

D-108 DEMOLITION PLAN 7 35 OF 262

D-109 DEMOLITION PLAN 8 36 OF 262

D-110 DEMOLITION PLAN 9 37 OF 262

D-111 DEMOLITION PLAN 10 38 OF 262

D-112 DEMOLITION PLAN 11 39 OF 262

D-113 DEMOLITION PLAN 12 40 OF 262

D-114 DEMOLITION PLAN 13 41 OF 262

D-115 DEMOLITION PLAN 14 42 OF 262

OPERATIONS - ACCESS & LOGISTICS

O-101 CONSTRUCTION ACCESS & PHASING 43 OF 262

O-102 SITE ACCESS 44 OF 262

O-501 SITE DETAILS 45 OF 262

SITE LAYOUT

C-101 CEMETERY SITE PLAN - OVERALL 46 OF 262

C-102 PROJECT CONTROL PLAN 47 OF 262

C-103 SITE PLAN - COLUMBARIUM COURT 3 48 OF 262

C-104 SITE PLAN - COMMITTAL SERVICE SHELTER 3 49 OF 262

C-105 SITE PLAN - HONOR GUARD & OVER FLOW PARKING 50 OF 262

C-106 GRAVESITE LAYOUT - SECTION 6 51 OF 262

C-107 GRAVESITE NUMBERING SECTION 6 52 OF 262

C-108 GRAVESITE LAYOUT - SECTION 29 53 OF 262

C-109 GRAVESITE NUMBERING SECTION 29 54 OF 262

C-110 GRAVESITE LAYOUT - SECTION 30 55 OF 262

C-111 GRAVESITE NUMBERING SECTION 30 56 OF 262

C-112 GRAVESITE LAYOUT - SECTION 31 57 OF 262

C-113 GRAVESITE NUMBERING SECTION 31 58 OF 262

C-114 GRAVESITE LAYOUT - SECTION 32 59 OF 262

C-115 GRAVESITE NUMBERING SECTION 32 60 OF 262

C-116 GRAVESITE LAYOUT - SECTIONS 33A & 33B 61 OF 262

C-117 GRAVESITE NUMBERING SECTIONS 33A & 33B 62 OF 262

C-118 GRAVESITE LAYOUT - SECTION 34 63 OF 262

C-119 GRAVESITE NUMBERING SECTION 34 64 OF 262

C-120 GRAVESITE LAYOUT - SECTIONS 35 & 36 65 OF 262

C-121 GRAVESITE NUMBERING SECTIONS 35 & 36 66 OF 262

C-122 GRAVESITE LAYOUT - SECTION 37 67 OF 262

C-123 GRAVESITE NUMBERING SECTION 37 68 OF 262

C-124 GRAVESITE LAYOUT - SECTION 40 69 OF 262

C-125 GRAVESITE NUMBERING SECTION 40 70 OF 262

C-126 GRAVESITE LAYOUT - SECTION 42 71 OF 262

C-127 GRAVESITE NUMBERING SECTION 42 72 OF 262

C-128 GRAVESITE LAYOUT - SECTION 44 73 OF 262

C-129 GRAVESITE NUMBERING SECTION 44 74 OF 262

C-130 GRAVESITE LAYOUT - SECTION 45 75 OF 262

C-131 GRAVESITE NUMBERING SECTION 45 76 OF 262

C-132 GRAVESITE LAYOUT - SECTION 46 77 OF 262

C-133 GRAVESITE NUMBERING SECTION 46 78 OF 262

C-134 GRAVESITE LAYOUT - SECTION 47 79 OF 262

C-135 GRAVESITE NUMBERING SECTION 47 80 OF 262

C-136 GRAVESITE LAYOUT - SECTIONS 53 & 54 81 OF 262

C-137 GRAVESITE NUMBERING SECTIONS 53 & 54 82 OF 262

C-138 PUMP STATION ACCESS 83 OF 262

C-501 CRYPT & CREMAIN DETAILS 84 OF 262

STREET PLAN & PROFILE

CR101 STREET PLAN - OVERALL 85 OF 262

CR102 SIERRA NEVADA DRIVE - PLAN AND PROFILE - 0+00 TO 5+00 86 OF 262

CR103 SIERRA NAVADA DRIVE - PLAN AND PROFILE - 5+00 TO 11+78 87 OF 262

CR104 PUTAH CREEK WAY - PLAN AND PROFILE - 0+00 TO 8+30 88 OF 262

CR105 JEPSON PRAIRIE DRIVE - PLAN AND PROFILE - 0+00 TO 3+00 89 OF 262

CR106 LAKE BERRYESSA DRIVE - PLAN AND PROFILE - 0+00 TO 8+00 90 OF 262

CR107 LAKE BEERYESSA DRIVE - PLAN AND PROFILE - 8+00 TO 15+71 91 OF 262

CR108 ROAD A - PLAN AND PROFILE - 0+00 TO 7+31 92 OF 262

CR109 SOLANO DRIVE - PLAN AND PROFILE - 0+00 TO 7+00 93 OF 262

CR110 SOLANO DRIVE - PLAN AND PROFILE - 7+00 TO 12+00 94 OF 262

CR111 SOLANO DRIVE - PLAN AND PROFILE - 12+00 TO 18+45 95 OF 262

CR112 SUTTER BUTTE DRIVE - PLAN AND PROFILE - 0+00 TO 7+47 96 OF 262

CR113 SUTTER BUTTE DRIVE - PLAN AND PROFILE - 0+00 TO 7+50 97 OF 262

CR114 SUTTER BUTTE DRIVE - PLAN AND PROFILE - 7+50 TO 15+86 98 OF 262

CR115 COMMITTAL SHELTER ROAD - PLAN AND PROFILE - 0+00 TO 6+86 99 OF 262

CR116 SERVICE ROAD - PLAN AND PROFILE - 0+00 TO 3+20 100 OF 262

CR117 ROUNDABOUT ROAD 1 - PLAN AND PROFILE - 0+00 TO 4+90 101 OF 262

CR118 ROUNDABOUT ROAD 2 - PLAN AND PROFILE - 0+00 TO 4+90 102 OF 262

CR119 ROUNDABOUT ROAD 3 - PLAN AND PROFILE - 0+00 TO 4+90 103 OF 262

CR120 SITE PLAN - SOLANO DRIVE PARKING 104 OF 262

CR121 SITE PLAN - CORTEGE LANE EXPANSION 105 OF 262

CR122 SOLANO DRIVE & CORTEGE LANE - MILL AND OVERLAY 106 OF 262

CR123 CSS 2 & 3 ACCESS ROAD - PLAN AND PROFILE 107 OF 262

CR301 STREET SECTIONS 108 OF 262

CR501 STREET DETAILS 1 109 OF 262

CR502 STREET DETAILS 2 110 OF 262

CR503 STREET DETAILS 3 111 OF 262

GRADING

CG101 SITE GRADING PLAN - OVERALL 112 OF 262

CG102 GRADING PLAN 1 113 OF 262

CG103 GRADING PLAN 2 114 OF 262

CG104 GRADING PLAN 3 115 OF 262

CG105 GRADING PLAN 4 116 OF 262

CG106 GRADING PLAN 5 117 OF 262

CG107 GRADING PLAN 6 118 OF 262

CG108 GRADING PLAN 7 119 OF 262

CG109 GRADING PLAN 8 120 OF 262

CG110 GRADING PLAN 9 121 OF 262

CG111 GRADING PLAN 10 122 OF 262

CG112 GRADING PLAN 11 123 OF 262

CG113 GRADING PLAN 12 124 OF 262

CG114 GRADING PLAN 13 125 OF 262

CG115 GRADING PLAN 14 126 OF 262

EROSION CONTROL

CE101 EROSION CONTROL PLAN 127 OF 262

CE501 EROSION CONTROL PLAN DETAILS 128 OF 262

STORM DRAIN

CS101 STORM DRAIN PLAN - OVERALL 129 OF 262

CS102 STORM NETWORKS 100-200 PLAN 130 OF 262

CS103 STORM NETWORKS 300-400 PLAN 131 OF 262

CS104 STORM NETWORKS 500, 800 & 1600 PLAN 132 OF 262

CS105 STORM NETWORKS 600, 700 & 1000 PLAN 133 OF 262

CS106 STORM NETWORKS 900, 1400, 1500 & 1700 PLAN 134 OF 262

CS107 STORM NETWORKS 1100 & 1200 PLAN 135 OF 262

CS108 STORM NETWORK 1300 PLAN 136 OF 262

CS109 PUMP STATION STORM DRAIN FORCE MAIN PLAN 1 137 OF 262

CS110 PUMP STATION STORM DRAIN FORCE MAIN PLAN 2 138 OF 262

CS111 PUMP STATION STORM DRAIN FORCE MAIN PLAN 3 139 OF 262

CS112 UNDERDRAIN PLAN - SECTIONS 29 & 31 140 OF 262

CS113 UNDERDRAIN PLAN - SECTIONS 34 & 40 141 OF 262

CS114 UNDERDRAIN PLAN - SECTIONS 42 & 44 142 OF 262

CS115 UNDERDRAIN PLAN - SECTION 45 143 OF 262

CS301 STORM NETWORKS 100 & 200 PROFILES 144 OF 262

CS302 STORM NETWORKS 300-500 PROFILES 145 OF 262

CS303 STORM NETWORKS 600-1300 PROFILES 146 OF 262

CS304 STORM NETWORKS 1400-1500 PROFILES 147 OF 262

CS501 STORM DETAILS 1 148 OF 262

CS502 STORM DETAILS 2 149 OF 262

CS503 STORM DETAILS 3 150 OF 262

CS504 STORM DETAILS 4 151 OF 262

CS505 STORM DETAILS 5 152 OF 262

CS506 STORM DETAILS 6 153 OF 262

WATER

CW101 WATER PLAN - OVERALL 154 OF 262

CW102 WATER PLAN 1 155 OF 262

CW103 WATER PLAN 2 156 OF 262

CW104 WATER PLAN 3 157 OF 262

CW105 WATER PLAN 4 158 OF 262

CW106 WATER PLAN 5 159 OF 262

CW107 WATER PLAN 6 160 OF 262

CW108 WATER PLAN 7 161 OF 262

CW109 WATER PLAN 8 162 OF 262

CW501 WATER DETAILS 163 OF 262

UTILITY

CU101 UTILITY PLAN - OVERALL 164 OF 262

GLOBAL NAVIGATION SATELLITE SYSTEM (GNSS)

X-101 GNSS PLAN 165 OF 262

X-501 GNSS DETAILS 166 OF 262

LANDSCAPE

L-101 LANDSCAPE PLAN - OVERALL (BASE BID) 167 OF 262

L-102 LANDSCAPE PLAN - SEEDING, SODDING & MULCHING (BASE BID) 168 OF 262

L-103 LANDSCAPE PLAN - TREE RELOCATION (BASE BID) 169 OF 262

L-104 LANDSCAPE PLAN - ROUNDABOUT 3 (BASE BID) 170 OF 262

L-105 LANDSCAPE PLAN - COLUMBARIUM COURT 3 (BASE BID) 171 OF 262

L-106 LANDSCAPE PLAN - SECTION 44 (BASE BID) 172 OF 262

L-107 LANDSCAPE PLAN - SECTION 40 (BASE BID) 173 OF 262

L-108 LANDSCAPE PLAN - ROUNDABOUT 2 (BASE BID) 174 OF 262

L-109 LANDSCAPE PLAN - EX. SECTION 27 (BASE BID) 175 OF 262

L-110 LANDSCAPE PLAN - EX. SECTIONS 28 & 7 (BASE BID) 176 OF 262

L-111 LANDSCAPE PLAN - ROUNDABOUT 1 (BASE BID) 177 OF 262

L-112 LANDSCAPE PLAN - CSS-3 (BASE BID) 178 OF 262

L-113 LANDSCAPE PLAN - CSS-2 & ROAD A (BASE BID) 179 OF 262

L-114 LANDSCAPE PLAN - P.I.C. ADMIN. BUILDING (BASE BID) 180 OF 262

L-115 LANDSCAPE PLAN - MAIN ENTRANCE (BASE BID) 181 OF 262

L-116 LANDSCAPE PLAN (ADD ALT 2) 182 OF 262

L-117 LANDSCAPE PLAN (ADD ALT 1) 183 OF 262

L-501 LANDSCAPE DETAILS 184 OF 262

COLUMBARIUM COURT 3

LC101 COLUMBARIUM COURT 3 LAYOUT PLAN 185 OF 262

LC102 COLUMBARIUM COURT 3 PAVING PLAN 186 OF 262

LC103 COLUMBARIUM NUMBERING PLAN 187 OF 262

LC104 COLUMBARIUM GRADING PLAN - EAST (BASE BID) 188 OF 262

LC105 COLUMBARIUM GRADING PLAN- WEST (BASE BID) 189 OF 262

LC106 COLUMBARIUM GRADING PLAN (ADD ALT 1) 190 OF 262

LC107 COLUMBARIUM DRAINAGE PLAN - EAST (BASE BID) 191 OF 262

LC108 COLUMBARIUM DRAINAGE PLAN - WEST (BASE BID) 192 OF 262

LC109 COLUMBARIUM DRAINAGE PLAN (ADD ALT 1) 193 OF 262

LC201 COLUMBARIUM ELEVATIONS 194 OF 262

LC301 COLUMBARIUM SECTIONS 195 OF 262

LC501 COLUMBARIUM DETAILS 1 196 OF 262

LC502 COLUMBARIUM DETAILS 2 197 OF 262

SIGNAGE & WAYFINDING

LS101 SIGNAGE & WAYFINDING FULL REMOVALS (BASE BID) 198 OF 262

LS102 SIGNAGE & WAYFINDING PANEL REMOVALS (BASE BID) 199 OF 262

LS103 SIGNAGE & WAYFINDING PLAN (BASE BID) 200 OF 262

LS104 SIGNAGE & WAYFINDING SCHEDULES (BASE BID) 201 OF 262

LS105 SIGNAGE & WAYFINDING (ADD ALT 2) 202 OF 262

LS501 SIGNAGE & WAYFINDING DETAILS 1 203 OF 262

LS502 SIGNAGE & WAYFINDING DETAILS 2 204 OF 262

LS503 SIGNAGE & WAYFINDING DETAILS 3 205 OF 262

LS504 SIGNAGE & WAYFINDING DETAILS 4 206 OF 262

SITE FURNISHINGS

LF101 SITE FURNISHINGS LAYOUT PLAN (BASE BID) 207 OF 262

LF102 SITE FURNISHINGS COLUMBARIUM COURT 3 (BASE BID) 208 OF 262

LF103 SITE FURNISHINGS (ADD ALT 1) 209 OF 262

LF501 SITE FURNISHINGS DETAILS 210 OF 262

IRRIGATION

LI001 IRRIGATION COVER SHEET 211 OF 262

LI101 IRRIGATION PLAN 1 212 OF 262

LI102 IRRIGATION PLAN 2 213 OF 262

LI103 IRRIGATION PLAN 3 214 OF 262

LI104 IRRIGATION PLAN 4 215 OF 262

LI105 IRRIGATION PLAN 5 216 OF 262

LI106 IRRIGATION PLAN 6 217 OF 262

LI107 IRRIGATION PLAN 7 218 OF 262

LI108 IRRIGATION PLAN 8 219 OF 262

LI109 IRRIGATION PLAN 9 220 OF 262

LI110 IRRIGATION PLAN 10 221 OF 262

LI111 IRRIGATION PLAN 11 222 OF 262

LI112 IRRIGATION PLAN 12 223 OF 262

LI113 IRRIGATION PLAN 13 224 OF 262

LI501 IRRIGATION DETAILS 1 225 OF 262

LI502 IRRIGATION DETAILS 2 226 OF 262

LI503 IRRIGATION DETAILS 3 227 OF 262

LI401 IRRIGATION CONTROLLER PLAN 228 OF 262

LI201 IRRIGATION DEMOLITION PLAN 1 229 OF 262

LI202 IRRIGATION DEMOLITION PLAN 2 230 OF 262

LI203 IRRIGATION DEMOLITION PLAN 3 231 OF 262

LI204 IRRIGATION DEMOLITION PLAN 4 232 OF 262

LI205 IRRIGATION DEMOLITION PLAN 5 233 OF 262

LI206 IRRIGATION DEMOLITION PLAN 6 234 OF 262

LI207 IRRIGATION DEMOLITION PLAN 7 235 OF 262

LI208 IRRIGATION DEMOLITION PLAN 8 236 OF 262

COMMITTAL SERVICE SHELTER 3

A-101 BUILDING 4803 SITE PLAN 237 OF 262

A-102 BUILDING 4803 FLOOR PLAN & ROOF PLAN 238 OF 262

A-201 BUILDING 4803 ELEVATIONS & SECTIONS 239 OF 262

A-301 BUILDING 4803 SECTIONS 240 OF 262

A-501 BUILDING 4803 DETAILS 1 241 OF 262

A-502 BUILDING 4803 DETAILS 2 242 OF 262

AG101 BUILDING 4803 GRADING PLAN 243 OF 262

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES 244 OF 262

S-002 SPECIAL INSPECTIONS 245 OF 262

S-101 BUILDING 4803 FOUNDATION & ROOF FRAMING PLAN 246 OF 262

S-301 BUILDING 4803 SECTIONS 1 247 OF 262

S-302 BUILDING 4803 SECTIONS 2 248 OF 262

S-303 BUILDING 4803 SECTIONS 3 249 OF 262

S-501 STANDARD DETAILS 1 250 OF 262

S-502 STANDARD DETAILS 2 251 OF 262

S-503 STANDARD DETAILS 3 252 OF 262

SC101 COLUMBARIUM COURT FOUNDATION PLAN 253 OF 262

SC301 COLUMBARIUM COURT SECTIONS 254 OF 262

MECHANICAL

M-101 STORMWATER PUMP STATION NO.1 PLAN & SECTION 255 OF 262

M-102 STORMWATER PUMP STATION NO.2 PLAN & SECTION 256 OF 262

ELECTRICAL

E-101 ELECTRICAL SITE PLAN 257 OF 262

E-102 ELECTRICAL PLAN - COMMITTAL SHELTER 258 OF 262

E-501 ELECTRICAL SCHEMATIC - TYPICAL DRAINAGE PUMP STATION 259 OF 262

E-502 ELECTRICAL DETAIL - CONTROL DIAGRAM 260 OF 262

E-503 ELECTRICAL SINGLE LINE DIAGRAM - SITE & UTILITY 261 OF 262

E-504 ELECTRICAL TYICAL SUMP ALARM PANEL 262 OF 262

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 / 2018y:

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A/E ARCHITECT /ENGINEER

AAMA AMERICAN ARCHITECTURAL MANUFACTURERS ASSN

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

AC ASBESTOS CEMENT OR ASPHALTIC CONCRETE

ACI AMERICAN CONCRETE INSTITUTE

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADDN ADDITION

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGC ASSOCIATED GENERAL CONTRACTORS

AGGR AGGREGATE

AHJ AUTHORITY HAVING JURISDICTION

AHR ANCHOR

AlA AMERICAN INSTITUTE OF ARCHITECTS

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

ALT NO ALTERNATE NUMBER

ALUM ALUMINUM

AMT AMOUNT

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

ANT ANTENNA

APA AMERICAN PLYWOOD ASSOCIATION

APPD APPROVED

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASB ASBESTOS

ASI ARCHITECT'S SUPPLEMENTAL INSTRUCTION

ASKLR AUTOMATIC SPRINKLER

ASPH ASPHALT

ASSN ASSOCIATION

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

ATCH ATIACHMENT

AUTO AUTOMATIC

AUX AUXILIARY

AVE AVENUE

AVG AVERAGE

AWPA AMERICAN WOOD PRESERVERS' ASSOCIATION

AWS AMERICAN WELDING SOCIETY

B PL BASE PLATE

BAT BADEN

BB BULLETIN BOARD

BD BOARD

BD FT BOARD FEET (FOOT)

BEY BEVEL

BHMA BUILDER'S HARDWARE MANUFACTURER'S ASSN

BITUM BITUMINOUS

BKG BACKING

BLD BUILD

BLDG BUILDING

BLKT BLANKET

BLVD BOULEVARD

BM BEAM OR BENCHMARK

BOT BOTIOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRG PL BEARING PLATE

BRKT BRACKET

BRZ BRONZE

BTWN BETWEEN

C CONC CAST CONCRETE

C TO CENTER TO CENTER

CB CATCH BASIN

CD CONSTRUCTION OR CONTRACT DOCUMENTS

CEM CEMENT

CEM PLAS CEMENT PLASTER

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CF/01 CONTRACTOR FURNISHED/OWNER INSTALLED

CFLG COUNTERFLASHING

CFMF COLD-FORMED METAL FRAMING

CGSFU CERAMIC GLAZED STRUCTURAL FACING UNITS

CHEM CHEMICAL

CHFR CHAMFER

CHK CHECK

Cl CAST IRON

CIP CAST -IN-PLACE

CIR CIRCLE

CIRC CIRCULAR

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CM CONSTRUCTION MANAGEMENT

CMU CONCRETE MASONRY UNIT

CNR CORNER

COL COLUMN

COM COMMON

COMB COMBINATION, COMBINED

COMP COMPONENT

CONC CONCRETE

CONC FLR CONCRETE FLOOR

COND CONDITION

CONF CONFERENCE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPM CRITICAL PATH METHOD

CPRS COMPRESSIBLE

CRS COLD ROLLED STEEL

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CSB CONCRETE SPLASH BLOCK

CSG CASING

CSI CONSTRUCTION SPECIFICATIONS INSTITUTE

CSK COUNTER SUNK

CTG COATING

CTR CENTER CONTOUR

CTRL CONTROL

CUFT CUBIC FEET

CUIN CUBIC INCH

CUYD CUBIC YARD

CYL CYLINDER

D DEPTH OR PENNY (NAIL)

DAT DATUM

DBL DOUBLE

DEG DEGREE

DEL DELETE

DEMO DEMOLITION

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIAG DIAGRAM DIAGONAL

DIFF DIFFERENCE

DIM DIMENSION

DIR DIRECTION

DISP DISPENSER

DIST DISTANCE

DIY DIVIDE OR DIVISION

DL DEAD LOAD

DOC DOCUMENT

DOZ DOZEN

DR DRIVE

DSGN DESIGN

DWG DRAWING

E EAST

EA EACH

EFF EFFICIENCY

EJ EXPANSION JOINT

EL ELEVATION

ELAST ELASTOMERIC

ELEC ELECTRIC

EMER EMERGENCY

ENCL ENCLOSURE

ENGR ENGINEER

ENVIR ENVIRONMENT

EPA ENVIRONMENTAL PROTECTION AGENCY

EPDM ETHYLENE PROPYLENE DIENE MONOMER

EPO EMERGENCY POWER OFF

EPS EXPANDED POLYSTYRENE BOARD (INSULATION)

EQ EQUAL

EQLSP EQUALLY SPACED

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ESC ESCAPE OR ESCUTCHEON

ESMT EASEMENT

ESP ESPECIALLY

EST ESTIMATE

ETC AND SO FORTH OR ET CETERA

EW EACH WAY

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXPBT EXPANSION BOLT

EXSTGR EXISTING GRADE

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

EXTGR EXTERIOR GRADE

FAB FABRIC

FAG FACTOR

FACIL FACILITY

FCTY FACTORY

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FDTN FOUNDATION

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FH FLAT HEAD OR FLAT HEAD SCREWS

FHMS FLAT HEAD MACHINE SCREW

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIL FILLET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FL FLOORLINE

FLASH FLASHING

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLR FLOOR

FLR FIN FLOOR FINISH

FO FINISHED OPENING

FOG FACE OF CONCRETE OR FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF SLAB OR FACE OF STUD

FOUNT FOUNTAIN

FOW FACE OF WALL

FP FIRE PROTECTION OR FIREPROOF

FPM FEET PER MINUTE

FPS FEET PER SECOND

FR FIRE RATING, FIRE RESISTANT

FREQ FREQUENCY

FRMG FRAMING

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET OR FOOT

FTG FOOTING

FURG FURRING

FUT FUTURE

GA GAGE

GAL GALLON

GALV GALVANIC OR GALVANIZED

GALV STL GALVANIZED STEEL

GC GENERAL CONTRACTOR

GD GUARD

GDR GUARD RAIL

GEN GENERAL OR GENERATOR

GFRC GLASS-FIBER-REINFORCED CONCRETE

Gl GALVANIZED IRON

GL GLASS

GL BLK GLASS BLOCK

GLU LAM GLUED LAMINATED WOOD

GREEN GREEN BURUAL SECTION

GRFL GROUND FLOOR

GRAN GRANITE

GRTG GRATING

GSM GALVANIZED SHEET METAL

GSU GLAZED STRUCTURAL UNIT

GT GROUT

GUAR GUARANTEE

H HIGH

HAZMAT HAZARDOUS MATERIALS

HB HOSE BIBB

HDBD HARDBOARD

HDNR HARDENER

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HEX HEXAGON

HGR HANGER

HM HECTOMETER

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE OR HORSEPOWER

HQ HEADQUARTERS

HST HOIST

HT HEIGHT

HVY HEAVY

HYD HYDRANT

HYDR HYDRAULIC

I INTERSTATE (HIGHWAY) OR MOMENT OF INERTIA

IBC INTERNATIONAL BUILDING CODE

ID IDENTIFICATION, INSIDE DIAMETER

IDNO IDENTIFICATION NUMBER

IGC IN-GROUND CREMAINS

ILLUM ILLUMINATION

INCL INCLUDED

IND INDEPENDENT OR INDUSTRIAL

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INTL INTERNATIONAL

KD KILN DRIED OR KNOCKED DOWN

KO KNOCKOUT

KPL KICKPLATE

L ANGLE

LAD LADDER

LAM LAMINATE

LBR LUMBER

LBS POUND

LDBRG LOAD-BEARING

LDR LEADER

LED LIGHT EMITTING DIODE

LF LINEAR FEET (FOOT)

LH LEFT HAND

LHR LEFT HAND REVERSE

LIN LINEAR

LIQ LIQUID

LKWASH LOCKWASHER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMST LIMESTONE

LNDSCP LANDSCAPE

LRG LARGE

LS LUMP SUM

LT LIGHT

LTGA LIGHT GAGE

LTWT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LWC LIGHTWEIGHT CONCRETE

LWIC LIGHTWEIGHT INSULATING CONCRETE

LYR LAYER

MACH MACHINE

MAN MANUAL

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MD DECK

ME MECHANICAL ENGINEER

MEAS MEASURE

MECH MECHANICAL

MEK METHYL ETHYL KETONE

MEL MELAMINE

MEMB MEMBRANE

MEMO MEMORANDUM

MF MILL FINISH

MFD MANUFACTURED

MFG MANUFACTURING

MFR MANUFACTURER

MFRREC MANUFACTURER'S RECOMMENDATION

MGT MANAGEMENT

MH MANHOLE

MID MIDDLE

MILSTD MILITARY STANDARD

MIN MINIMUM MINUTE

MIN MINUTE MINIMUM

MISC MISCELLANEOUS

MIT MITER

MKR MARKER

ML METAL LATH

mm MILLIMETER

MO MASONRY OPENING

MOD MODEL, MODIFY OR MODULE

MOD BIT MODIFIED BITUMEN

MON MONITOR

MR MOISTURE RESISTANT

MS MACHINE SCREW OR MOP SINK

MTD MOUNTED

MTG MOUNTING

MTL METAL

MWP MEMBRANE WATERPROOFING

N NORTH

NA NOT APPLICABLE

NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL

NAT METAL MANUFACTURERS

NATL NATURAL

NCOMBL NATIONAL

NEG NONCOMBUSTIBLE

NEG NATIONAL ELECTRICAL

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSN

NEUT NEUTRAL

NFC NATIONAL FIRE CODE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NRP NON REMOVABLE

NUM NUMERAL

O/O OUT TO OUT

OA OVERALL

OC ON CENTER

OCC OCCUPY

OCT OCTAGON

OD OUTSIDE DIAMETER OUTSIDE DIMENSION

OD OUTSIDE DIMENSION OUTSIDE DIAMETER

OF/CI OWNER FURNISHED/CONTRACTOR INSTALLED

OF/01 OWNER FURNISHED/OWNER INSTALLED

OH OVERHANG

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPR OPERABLE

OPT OPTIONAL

OR OUTSIDE RADIUS

ORD ORDINANCE

ORG ORGANIC

ORIG ORIGINAL

ORN ORNAMENTAL

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINSTRATION

OUT OUTLET

OZ OUNCE

PAR PARALLEL

PARA PARAGRAPH

PART PARTIAL

PAT PATTERN

PBD PARTICLEBOARD

PC PIECE

PCC PRECAST CONCRETE

PCCP CONCRETE PAVEMENT

PCF POUNDS PER CUBIC FOOT

PED PEDESTAL

PEN PENETRATE

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PHOTO PHOTOGRAPH

PHS PHILLIPS HEAD SCREW

PKG PACKAGE

PL PROPERTY LINE

PLAS PLASTER OR PLASTIC

PLBG PLUMBING

PLYWD PLYWOOD

PMTL PAINTED METAL

PNEU PNEUMATIC

PNL PANEL

PO POST OFFICE PURCHASE ORDER

PO PURCHASE ORDER POST OFFICE

POLY POLYETHYLENE (PLASTIC)

PPC PRE-PLACED CRYPT

PR PAIR

PRCST PRECAST

PREFAB PREFABRICATE

PREFIN PREFINISH

PRELIM PRELIMINARY

PREP PREPARATION

PRESS PRESSURE

PREV PREVIOUS

PRKG PARKING

PRMLD PREMOLDED

PROJ PROJECT

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PAINT, PNEUMATIC TUBE, OR PRESSURE TREATED

PVC POLYVINYL CHLORIDE (PLASTIC)

PVG PAVING

PWR POWER

QA QUALITY ASSURANCE

QC QUALITY CONTROL

QRY QUARRY

QT QUARRY TILE

QTB QUARRY TILE BASE

QTF QUARRY TILE FLOOR

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R RADIUS OR RISER

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RCVR RECEIVER

RD ROAD

REG RECESSED

RECD RECEIVED

RECPT RECEPTACLE

RECT RECTANGLE

REF REFERENCE

REINF REINFORCE

REP REPAIR

REPL REPLACE

REO REQUIRE

REQD REQUIRED

RET RETURN

REV REVISION

RFI REQUEST FOR INFORMATION

RFP REQUEST FOR PROPOSAL

RH RIGHT HAND

RHMS ROUND HEAD MACHINE SCREW

RHR RIGHT HAND REVERSE

RHWS ROUND HEAD WOOD SCREW

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RS ROUGH SAWN

RT RIGHT

RVS REVERSE

RWD REDWOOD

SALV SALVAGE

SAMP SAMPLE

SAN SANITARY

SB SPLASH BLOCK

SBS STYRENE BUTADIEN STYRENE

SBSTR SUBSTRATE

SCHED SCHEDULE

SCHEM SCHEMATIC

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SD SHOP DRAWINGS

SDG SIDING

SECT SECTION

SEG SEGMENT

SEL SELECT

SEP SEPARATE

SF SQUARE FOOT (FEET)

SGL SINGLE

SHT SHEET

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SIM SIMILAR

SJ SCORED JOINT

SK SKETCH

SLDG SLIDING

SLNT SEALANT

SM SHEET METAL

SPEC SPECIFICATION

SPKLR SPRINKLER

SPLY SUPPLY

SQ SQUARE

SQIN SQUARE INCH

SQYD SQUARE YARD

ss SANITARY SEWER

SST STAINLESS STEEL

ST STAIRS OR STREET

STD STANDARD

STIF STIFFENER

STL LNTL STEEL LINTEL

STLPL STEEL PLATE

STL TB STEEL TUBE

STNLS STAINLESS

STOR STORAGE

STR STRINGERS

STRUCT STRUCTURAL

STRUCTSTL STRUCTURAL STEEL

SUB SUBSTITUTE

SURF SURFACE

SUSP SUSPEND

SW SWITCH

SYM SYMBOL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

T&G TONGUE AND GROOVE

T&M TIME AND MATERIALS

TB THROUGH BOLT

TCA TILE COUNCIL OF AMERICA

TECH TECHNICAL

TEL TELEPHONE

TEMP TEMPERATURE OR TEMPORAR)

TER TERRAZZO

THD THREAD

THERM THERMAL

THK THICKNESS

THRES THRESHOLD

THRU THROUGH

THRUOUT THROUGHOUT

TML TOP OF MASONY LEDGE

TMPD TEMPERED

TN TRUE NORTH

TO TOP OF

TOG TOP OF

TOFDN !OOAOF FOUNDATION

TOB TOP OF BEAM

TOM TOP OF MASONRY

TOW TOP OF WALL

TRTD TREATED

TS TUBE STEEL

TSW TOP OF STEM WALL

TYP TYPICAL

uc UNDERCUT

UGND UNDERGROUND

ULT ULTIMATE

UNFIN UNFINISH

UON UNLESS OTHERWISE NOTED

UPS UN INTERRUPTIBLE POWER SUP

UTIL UTILITY

VAR VARIES

VEH VEHICLE

VERT VERTICAL

VIC VICINITY

VIF VERIFY IN FIELD

VNR VENEER

VOC VOLATILE ORGANIC COMPOUND

VOL VOLUME

VR VAPOR RETARDER

w WIDE OR WEST

WI WITH

W/0 WITHOUT

WARR WARRANTY

WBL WOOD BLOCKING

WD WOOD

WF WIDE FLANGE

WFS WOOD FURRING STRIPS

WLD WELDED

WM WIRE MESH

WP WATERPROOFING

WPD WATER PRESSURE DROP

WPM WATERPROOF MEMBRANE

WR WEATHER RESISTANT

WS WEATHERSTRIP

WT WEIGHT

WWF WELDED WIRE FABRIC

X BRACE CROSS BRACE

XPS EXTRUDED POLYSTYRENE BOAI

YD YARD

YR YEAR

ABBREVIATIONS

CIVIL ABBREVIATIONSARCHITECTURAL ABBREVIATIONS

B612 CURB HEAD 6 INCHES, 12 GUTTER. REFERS TO

CURB & GUTTER

BIT BITUMINOUS

BMP BEST MANAGEMENT PRACTICE

BOT POND BOTTOM

BW BASE OF WALL

C & G CURB & GUTTER

CB STORM SEWER CATCH BASIN, INLET STRUCTURE

CBMH STORM SEWER CATCH BASIN MANHOLE, INLET

STRUCTURE

CFS CUBIC FEET PER SECOND

CO CLEAN OUT, SEWER

CONC CONCRETE

CORP CORPORATION

DI DROP INLET

DT DRAINTILE

EOF EMERGENCY OVER FLOW POINT ELEVATION

EX EXISTING

FES FLARED END SECTION

FFE FINISH FLOOR ELEVATION

FIN FINISHED

FL FLOW LINE

GAL GALLON

GPM GALLON PER MINUTE

HCAP HANDICAP

HDPE HIGH DENSITY POLYETHYLENE

HP HIGH POINT

HW HEADWALL

HWL HIGH WATER ELEVATION

INV INVERT ELEVATION

LF LINEAR FOOT

LP LOW POINT

MAINT MAINTENANCE

MAX MAXIMUM

MIN MINIMUM

NWL NORMAL WATER ELEVATION

OC ON CENTER

OCS OUTLET CONTROL STRUCTURE

PCU PUMP CONTROLLER UNIT

PE PROFESSIONAL ENGINEER

PED RAMP PEDESTRIAN RAMP

PMH PUMP MANHOLE

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

RE RIM ELEVATION

RED REDUCER

SAN-MH SANITARY MANHOLE

SCH. SCHEDULE

SED SEDIMENTATION

SF SILT FENCE

SQ. SQUARE

STMH STORM SEWER MANHOLE, SOLID COVER

TC TOP BACK OF CURB

TW TOP OF WALL

TYP. TYPICAL

UE UNDERGROUND ELECTRIC

UTEL UNDERGROUND TELEPHONE

VMH VALVE MANHOLE

WAT WATER

X+00 ROAD STATION (X=HUNDRED IN FEET)

MB CD

PPC: PRE-PLACED CRYPTS (3'x8')

IGC: IN-GROUND CREMAINS (4'x4')

COL: COLUMBARIUM NICHES

GREEN: GREEN BURIAL SECTION (5'x5') & (5'x10')

CIVIL ABBREVIATIONS

G-003

NAME

ELEVATION

ELEVATION INDICATOR

- EXTERIOR

CENTERLINE INDICATOR

DEMOLITION LINE

FEATURES ABOVE LINE

ELEVATION INDICATOR

DIMENSION LINE

X

A-XXX

X

X

X

XXX

XX

XX

HIDDEN FEATURES LINE

X

XXXX-

AXXX

ELEVATION INDICATOR

- INTERIOR

BUILDING SECTION

INDICATOR

WALL TYPE

ROOM NAME AND

NUMBER

DOOR NUMBER

FURNITURE

ROOM

NAME

XX

XXXX-

AXXX

8'-0"

BASE COURSE

BRICK

CONCRETE

INSULATION

EARTH

SAND / MORTAR

STEEL / ALUMINUM

STONE

CONCRETE

MASONRY UNIT

NAME

ELEVATION

SIM

A-1001 -1.01

A-1001 -1.01

A-1001 -1.01

1Ref

1Ref

A-1001 -1.01

A

1Ref

A-1001 -1.01

BUILDING SECTION

INDICATOR

GRID / REFERENCE LINE

DETAIL INDICATOR - SECTION

DRAWING BLOCK - SECTION

ELEVATION INDICATOR

CENTER LINE

ELEVATION INDICATOR

NORTH ARROW

NEW STORM DRAIN

STRUCTURE

H.P.

L.P.

12.0'

CONSTRUCTION LIMITS

EXISTING INDEX CONTOUR

EXISTING INTERMEDIATE

CONTOUR

INDEX CONTOUR

INTERMEDIATE CONTOUR

SANITARY SEWER

STORM SEWER

WATER MAIN

CURB & GUTTER

FENCE LINE

CENTERLINE INDICATOR

DEMOLITION LINE

FEATURES ABOVE LINE

MATCHLINE

PROPERTY LINE

HIDDEN FEATURES LINE

DRAINTILE

EXISTING STORM SEWER

EXISTING DRAINTILE

EXISTING SANITARY SEWER

SILT FENCE

EASEMENT LINE

EXISTING OVERHEAD WIRE

LANDSCAPED AREA

BASE COURSE

CONCRETE SIDEWALK

EARTH

SAND / MORTAR

BRICK

CONCRETE MASONRY UNIT

STEEL / ALUMINUM

STONE

GRAVEL SURFACE

ASPHALT PAVEMENT

GRID / REFERENCE LINE

DETAIL INDICATOR

CENTER LINE

MATCHLINE

PROPERTY LINE

DRAWING BLOCK TITLE

NORTH ARROW

X

A-XXX

SCALE:#

VIEW NAME

X"=XX

A

TRUE NORTH

0 30' 60'

GRAPHIC SCALE

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 / 2018y:

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SYMBOLS

CIVIL & LANDSCAPE MATERIALARCHITECTURAL MATERIALARCHITECTURAL SYMBOLS CIVIL & LANDSCAPE SYMBOLSGENERAL SYMBOLS

MB CD 2624

G-004

File details come from the government source that posted it.