Part 9 of 9 - 962-003_Mare Island_BD_FULL_2026-05-104.pdf

GENERAL CONSTRUCTION NOTES:

1. ALL WORK SHALL COMPLY WITH THE 2024 INTERNATIONAL BUILDING CODE, AS

APPROVED BY THE STATE OF CALIFORNIA / CITY OF VALLEJO.

2. REFERENCE STANDARDS: UNLESS OTHERWISE NOTED (U.O.N.), ALL

STANDARDS SHALL BE CURRENT EDITION, WITH LATEST ADDENDA, IF

APPLICABLE.

3. THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENTS, SITE

ELEVATIONS, DIMENSIONS AND CONDITIONS PRIOR TO STARTING WORK AND

SHALL NOTIFY THE ARCHITECT/ ENGINEER OF ANY DISCREPANCIES OR

INCONSISTENCIES.

4. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL

NOTES.

5. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT

THE FINISHED STRUCTURE. UNLESS OTHERWISE INDICATED, THEY DO NOT

INDICATE THE MEANS OR METHOD OF CONSTRUCTION. TEMPORARY BRACING

AND SHORING AGAINST WIND AND ERECTION CONDITIONS DURING

CONSTRUCTION OF THE BUILDING, SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE

PROTECTION OF THE STRUCTURE DURING ALL PHASES OF DEMOLITION,

CONSTRUCTION, AND INSTALLATION.

6. NO AREA OF THE STRUCTURE SHALL BE LOADED WITH CONSTRUCTION

MATERIALS OR EQUIPMENT THAT EXCEEDS FINAL DESIGN CRITERIA.

7. VERIFY LOCATION OF BOX OUTS AND OPENINGS WITH MECHANICAL

CONTRACTORS. OPENING SIZES AND LOCATIONS SHOWN FOR PIPES, DUCTS

ETC. ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED WITH THE

MECHANICAL CONTRACTOR BEFORE COMMENCING THE WORK.

8. IF MECHANICAL AND ELECTRICAL EQUIPMENT SIZES, WEIGHTS, OR LOCATIONS

DO NOT COINCIDE WITH EQUIPMENT SHOWN ON PLANS, COORDINATE

ADJUSTMENTS WITH THE STRUCTURAL ENGINEER.

9. HOLES, PIPES, SLEEVES, ETC. NOT SHOWN ON THE DRAWINGS MUST BE

APPROVED BY THE STRUCTURAL ENGINEER BEFORE PLACEMENT THROUGH

STRUCTURAL MEMBERS.

10. CONTRACTOR SHALL PROVIDE A CAST-IN SLEEVE FOR ALL HORIZONTAL

ELEMENTS THAT EXTEND THROUGH FOOTING. IE: DRAIN TILE, ELECTRICAL

CONDUIT, MECHANICAL PIPING, ETC. ALL SLEEVES SHALL BE COORDINATED

WITH ARCHITECT/ENGINEER.

11. SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC., SHALL

BE DIMENSIONED, REVIEWED, COORDINATED, AND SIGNED/ STAMPED BY THE

GENERAL CONTRACTOR PRIOR TO SUBMITTING TO THE STRUCTURAL

ENGINEER.

12. FABRICATOR SHALL CLEARLY NOTE CHANGES MADE IN THE SHOP DRAWINGS

WHICH DO NOT COMPLY WITH THE CONTRACT DOCUMENTS. REVIEWED

APPROVAL SHOP DRAWINGS SHOWING ENGINEERS COMMENTS ACCOMPANIED

WITH RECORD SET SHOP SHOP DRAWINGS, SHALL BE AVAILABLE FOR

REFERENCE AT THE CONSTRUCTION SITE.

13. CONCRETE ANCHORS SHALL BE SIMPSON 'TITEN HD" SCREW ANCHORS OR

EQUIVALENT (U.O.N.). INSTALL ANCHORS USING THE MANUFACTURER'S

RECOMMENDATIONS.

FOUNDATION NOTES:

1. FOOTING ELEVATIONS ARE TO TOP OF FOOTING (T.O. FTG.), UNLESS OTHERWISE

NOTED.

2. FOOTINGS ARE DESIGNED FOR A MINIMUM NET ALLOWABLE SOIL BEARING

PRESSURE OF1500 psf FOR CONTINUOUS AND 1500 psf FOR PAD FOOTINGS.

FOUNDATION DESIGN COMPLIES W/ GEOTECHNICAL REPORT DATED: MAY 12, 2025

BY TERRACON

3. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED SOIL OR ENGINEERED FILL.

SOILS SHALL BE OBSERVED AND APPROVED BY A GEOTECHNICAL ENGINEER

PRIOR TO PLACEMENT OF FOOTING CONCRETE. IF NATURAL UNDISTURBED SOILS

ARE NOT ENCOUNTERED AND/OR INADEQUATE SOILS ARE NOTED AT FOOTING

BEARING LEVEL, ARCHITECT/ENGINEER SHALL BE NOTIFIED PRIOR TO

PROCEEDING WITH FURTHER WORK AT THOSE FOOTING LOCATIONS.

4. PROTECT FOOTINGS FROM THE ACTION OF WATER OR FREEZING.

5. FOOTINGS ARE CENTERED UNDER WALLS ABOVE - UNLESS OTHERWISE NOTED.

6. PRIOR TO PLACEMENT OF FOOTING CONCRETE, CLEAN FOOTING EXCAVATIONS

OF SNOW, WATER AND DEBRIS.

7. FOOTINGS MAY NOT BE EARTH FORMED.

EXCAVATION & BACKFILL NOTES:

1. EXCAVATION AND BACKFILL SHALL BE EXECUTED IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS.

2. BACKFILL, & COMPACTION SHALL BE INSPECTED AND CERTIFIED BY A LICENSED

GEOTECHNICAL ENGINEER. REPORTS ARE TO BE SUBMITTED TO THE

ARCHITECT/ ENGINEER.

3. FOOTING EXCAVATIONS SHALL BE EXCAVATED TO PROPER LINE AND LEVEL TO

ENSURE MINIMUM CONCRETE COVER OF FOOTING REINFORCEMENT FOR

FOOTING DEPTH.

4. BACKFILL SHALL BE COMPACTED BY MECHANICAL MEANS. FLOODING OR

WATER INUNDATION SHALL NOT BE PERMITTED.

5. BACKFILL SHALL BE PLACED IN ALTERNATING LIFTS ON EACH SIDE OF THE

FOUNDATION WALLS TO MAINTAIN STABILITY OF THE FOUNDATION WALLS.

6. BACKFILL SHALL NOT BE PLACED AGAINST BASEMENT FOUNDATION WALLS

UNLESS WALLS ARE ADEQUATELY BRACED TOP AND BOTTOM. FINAL WALL

BRACING IS BASEMENT SLAB OR ENGINEERED BACKFILL AND 1ST FLOOR

STRUCTURE. IF THESE ELEMENTS ARE NOT IN PLACE AT TIME OF BACKFILL,

CONTRACTOR SHALL PROVIDE AN ENGINEERED, TEMPORARY BRACING

SYSTEM. THE TEMPORARY BRACING SYSTEM PROPOSED SHALL BE SUBMITTED

TO THE ARCHITECT/ ENGINEER FOR REVIEW PRIOR TO BACKFILLING.

CONCRETE NOTES:

1. CONCRETE CONSTRUCTION SHALL CONFORM TO AMERICAN CONCRETE

INSTITUTE (ACI) CODES AND SPECIFICATIONS, LATEST EDITION. ACI 301

"SPECIFICATIONS FOR STRUCTURAL CONCRETE" ACI 315 "DETAILS &

DETAILING OF CONCRETE REINFORCEMENT" ACI 318 "BUILDING CODE

REQUIREMENTS FOR REINFORCED CONCRETE".

2. CONCRETE MIX DESIGN SHALL BE BY AN INDEPENDENT TESTING

LABORATORY.

3. CAST-IN-PLACE CONCRETE SHALL BE SUBJECT TO TESTING BY AN

INDEPENDENT TESTING LABORATORY. SEE PROJECT SPECIFICATIONS

FOR REQUIREMENTS.

4. NON WELDED REINFORCING STEEL SHALL BE GRADE 60 DEFORMED,

BILLET-STEEL, ASTM A615, U.O.N. ALL WELDED WIRE FABRIC (WWF)

SHALL BE PLAIN, ASTM A185.

5. WELDED REINFORCING STEEL SHALL BE GRADE 60, LOW CARBON, ASTM

A706.

6. PROVIDE EXTRA REINFORCEMENT AROUND ALL OPENINGS GREATER

THAN 12" SQUARE OR 12" IN DIAMETER, INCLUDING DOOR OPENINGS, IN

CONCRETE WALLS & SLABS. PROVIDE 2 - #5 BARS @ 3" O.C., ON EACH

SIDE OF THE OPENING EXTENDING 24" BEYOND THE CORNER OF THE

OPENING & 2 - #5 BARS AT 3" O.C. BY 3'-0" LONG DIAGONAL BARS AT EACH

CORNER. PLACE DIAGONAL BARS CENTERED ON CORNER @ 2" CLEAR

OF CORNER. ADDITIONAL REINFORCEMENT SHALL BE PROVIDED AT EACH

LAYER OF REINFORCING.

7. REINFORCING STEEL SHALL BE BENT, SPLICED, AND PLACED IN

ACCORDANCE WITH THE ACI 301 (LATEST EDITION).

8. PROVIDE ADEQUATE SUPPORT BARS AND ACCESSORIES TO HOLD

REINFORCING BARS FIRMLY IN PLACE TO SPECIFIED COVERAGES.

9. CAST DOWELS, WITH STD 90 DEGREE HOOK, IN FOOTINGS FOR

CONCRETE PIERS AND WALLS ABOVE. DOWELS SHALL BE THE SAME SIZE

AND NUMBER AS THE VERTICAL REINFORCING. (U.O.N.)

10. CONCRETE MIX DESIGNS REQUIREMENTS: - AGGREGATES SHALL

CONFORM TO ASTM C33. - CONCRETE EXPOSED TO FREEZE THAW SHALL

HAVE 4.5%-7.5% AIR. - WATER/CEMENT RATIO 0.55 MAX. FOR FOOTINGS

AND WALLS, 0.5 MAX. FOR SLABS - NO FLY ASH IN EXPOSED SLABS, 0.25

MAX. FLY ASH/CEMENT RATIO IN ALL OTHER APPLICATIONS - WATER

PROOFING ADMIXTURE ADD FOR EXTERIOR EXPOSED CONCRETE.

11 INJECTION ADHESIVE ANCHORS SHALL BE SIMPSON "SET-3G" USING

STANDARD 36 KSI THREADED RODS (U.O.N.). SEE SPECIFICATIONS FOR

USAGE. INSTALL ANCHORS IN STRUCTURAL CONFORMANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS.

CAST-IN-PLACE CONCRETE COMPRESSIVE STREGNTHS

FOOTINGS 4000 psi.

EXTERIOR FOUNDATION WALLS 4000 psi.

PIERS 4000 psi.

REINFORCING CLEAR CONCRETE COVER

CONCRETE ON SOIL 3"

SLABS ON GRADE MIDHEIGHT

FORMED WALLS & STRUCTURAL SLABS EXPOSED TO EARTH OR

WEATHER: #6 THRU #18

2"

FORMED WALLS & STRUCTURAL SLABS EXPOSED TO EARTH OR

WEATHER: #5 OR SMALLER

1 1/2"

FORMED WALLS & STRUCTURAL SLABS NOT EXPOSED TO EARTH OR

WEATHER: #11 AND SMALLER

3/4"

BEAMS AND COLUMNS (COVER TO STIRRUPS OR TIES) 1 1/2"

CONC. REINFORCING BAR LAP SPLICE

SCHEDULE

BAR SIZE

f'c = 3000 psi.

f'c = 4000 psi.

f'c = 5000 psi.

CLASS

"B"

CLASS

"B"

CLASS

"B"

#3 22" 20" 18"

#4 30" 26" 22"

#5 36" 32" 28"

#6 44" 38" 34"

#7 64" 54" 50"

#8 72" 62" 56"

#9 82" 70" 64"

#10 92" 80" 70"

#11 102" 88" 78"

BAR LAP SCHEDULE NOTES:

A. REINFORCING BAR LAP SPLICE SCHEDULE APPLIES TO UNCOATED, GRADE 60

REINFORCING BAR NORMAL WEIGHT CONCRETE.

B. PROVIDE CLASS "B" LAP UNLESS OTHERWISE NOTED.

C. FOR EPOXY COATED BAR, MULTIPLY THE NOTED LENGTHS BY 1.5.

D. FOR LIGHT WEIGHT CONCRETE, MULTIPLY THE NOTED LENGTHS BY 1.3.

E. MAXIMUM SPACING OF BARS BEING LAPPED IS ONE FIFTH THE LAP SPLICE

LENGTH, NOT TO EXCEED 6".

F. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE

PLACED BELOW HORIZONTAL REINFORCEMENT.FOR TOP BARS, MULTIPLY THE

NOTED LENGTHS BY 1.3.

ABBREVIATIONS & SYMBOLS:

+/- PLUS OR MINUS

@ AT

A.B. ANCHOR BOLT

A.P.A. AMERICAN PLYWOOD

ASSOCIATION

A.S.T.M. AMERICAN SOCIETY OF TESTING

MATERIALS

ARCH. ARCHITECTURAL

B.B. BOND BEAM

B.O. BOTTOM OF

BLK. BLOCK

BM. BEAM

BOT. BOTTOM

BRG. BEARING

C CHANNEL

C.M.U. CONCRETE MASONRY UNIT

CCJ CONSTRUCTION CONTROL JOINT

CJ CONTROL JOINT

CL. CENTER LINE

CLR. CLEAR

COL. COLUMN

CONC. CONCRETE

CONN. CONNECTION

CONT. CONTINUOUS

D.L. DEAD LOAD

D.T. DOUBLE TEE / DRAIN TILE

DBL. DOUBLE

DIA. DIAMETER

DIM. DIMENSION

DWL. DOWEL

E.F. EACH FACE

E.J. EXPANSION JOINT

E.W. EACH WAY

EA. EACH

EL. ELEVATION

ELEV. ELEVATOR

EQ. EQUAL

EX. EXISTING

EXC. EXCAVATION

EXP. EXPANSION

F.D. FLOOR DRAIN

FDN. FOUNDATION

FT. FEET

FTG. FOOTING

G.C. GENERAL CONTRACTOR

G.T. GIRDER TRUSS

GA. GAUGE

GALV. GALVANIZE

HC. HOLLOWCORE

HORIZ. HORIZONTAL

HSS HOLLOW STRUCTURAL SECTION

I.F. INSIDE FACE

INT. INTERIOR

JST. JOIST

KLF. KIPS PER LINEAR FOOT

KSI. KIPS PER SQUARE INCH

L ANGLE

LB LEDGER BEAM

LL LIVE LOAD / DOUBLE ANGLE

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG. LONGITUDINAL

LWC LIGHT WEIGHT CONCRETE

M.C. MECHANICAL CONTRACTOR

MAS. MASONRY

MAX. MAXIMUM

MECH. MECHANICAL

MFG. MANUFACTURER

MIN. MINIMUM

MISC. MISCELLANEOUS

MTL. METAL

N. NORTH

N.T.S. NOT TO SCALE

NS. NON-SHRINK

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

O.F. OUTSIDE FACE

O.H. OVERHEAD

OPNG. OPENING

ORIG. ORIGINAL

P.A.F. POWDER ACTUATED FASTENER

P.C. PRECAST CONCRETE

PART. PARTITION

PL. PLATE

PLF POUNDS PER LINEAR FOOT

PNL. PANEL

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PW PLYWOOD

R. OR

RAD.

RADIUS

R.D. ROOF DRAIN

REINF. REINFORCING

REQD. REQUIRED

S.A. STUD ANCHOR

S.B. SOIL BORING

S.D. SEE DETAIL

S.D.L. SUPERIMPOSED DEAD LOAD

S.E.R. STRUCTURAL ENGINEER OF

RECORD

S.L. SNOW LOAD

S.L.L. SUPERIMPOSED LIVE LOAD

S.S. STAINLESS STEEL

SCHED. SCHEDULE

SHT. SHEET

SIM. SIMILAR

SPA. SPACING / SPACES

SPECS. SPECIFICATIONS

SQ. SQUARE

STD. STANDARD

STL. STEEL

T & B TOP & BOTTOM

T & G TONGUE & GROOVE

T.O. TOP OF

T.O.B. TOP OF BEAM

T.O.J. TOP OF JOIST

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

T.S.E. TOP OF STEEL ELEVATION

TEMP. TEMPORARY

THK. THICK / THICKENED

TRANS. TRANSVERSE

TYP. TYPICAL

U.O.N. UNLESS OTHERWISE NOTED

V. / VER. VERIFY

VERT. VERTICAL

W.L. WIND LOAD

W/ WITH

W/O WITH OUT

WD. WOOD

WTS. WEIGHTS

WWF WELDED WIRE FABRIC

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18181

GEOTECHNICAL/HAZMAT/

ENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

Project Director

2026.05.04

BID DOCUMENTS

CONSERVATOR:

ARCHITECTURAL RESOURCES GROUP

PIER 9, THE EMBARCADERO SUITE 107

SAN FRANSISCO, CA 94111

415-421-1680

POINT OF CONTACT

JENNIFER PONT

C U s e rs \J

B u e rm a n n \D o c u m e n ts \1

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E I S

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R X

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/3

/2

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NOTE SHEET

MAY 04, 2025 FY JB

S001

IMHOFF ROAD, VALLEJO, CA 94592

MARE ISLAND NAVAL CEMETERY

962-003

RESPONSE MODIFICATION FACTOR R = 1.5

SEISMIC DESIGN CATEGORY E

SITE CLASS D (DEFAULT)

DESIGN SPECTRAL RESPONSE Sd1 = 1.21 DESIGN SPECTRAL RESPONSE Sds = 1.61

MAPPED SPECTRAL RESPONSE S1 = 0.9

MAPPED SPECTRAL RESPONSE Ss = 2.33 SEISMIC IMPORTANT FACTOR le = 1

SEISMIC LOADS

IMPORTANCE FACTOR Iw = 1.0

POLE DIAMETER 12" TAPERED TO 4.4"

WIND EXPOSURE "C"

RISK CATEGORY II

ULTIMATE WIND SPEE (3 SECOND GUST) 110 MPH.

LATERAL LOADS

ASSUMED FLAG POLE WP 500 LB

DEAD LOADS:

14. DESIGN LOADS:

Revisions: Date:

T.O. PIER

EL. = SEE ARCH.

3.91°

/8

A

B 112' - 2 1/8"

C

33.63°

6' - 2"

7' - 8 5/8"

7' - 7 3/4"

20' - 11"

18' - 11"

37' - 11 3/8"

26' - 5 3/4"

29' - 6 1/4"

FC6

FC6

FC6

FC6

FC6

FC6

FC6

10"

10"

10"10"

4' - 1"

4' - 1 1"

26' - 11"

S301

S301

S

S

14' - 0"

43' - 0"

T.O. FTG.

EL. = 38' - 0"

T.O. FTG.

EL. = 36' - 0"

T.O. FTG.

EL. = 34' - 0"

24' - 0" S

T.O. FTG.

EL. = 32' - 6"

T.O. FTG.

EL. = 31' - 0"

CONCRETE APRON

SEE CIVIL

FLAG POLE BY

OTHERS

3 - #4 TIES

@ 3" O.C.

3' - 0"

A

S101

NOTE: COORDINATE WITH CIVIL FOR FINAL LOCATION OF FLAG POLE

CONC. PIER

SECTION "A"

12 - #6 VERTS. W/

#4 TIES @ 1'-0" O.C.

U.O.N.

GRID

GRID

" L

A P

1 1/2" CLR.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18181

GEOTECHNICAL/HAZMAT/

ENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

Project Director

2026.05.04

BID DOCUMENTS

CONSERVATOR:

ARCHITECTURAL RESOURCES GROUP

PIER 9, THE EMBARCADERO SUITE 107

SAN FRANSISCO, CA 94111

415-421-1680

POINT OF CONTACT

JENNIFER PONT

C U s e rs \J

B u e rm a n n \D o c u m e n ts \1

M

A R

E I S

L A

N D

R

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FOOTING & FOUNDATION PLAN

MAY 04, 2025 FY JB

S101

IMHOFF ROAD, VALLEJO, CA 94592

MARE ISLAND NAVAL CEMETERY

962-003

1. VERIFY ALL DIMENSIONS WITH CIVIL DRAWINGS.

2. SEE SHEET S001 FOR GENERAL STRUCTURAL NOTES.

3. FC/S/T# = FOOTING MARK - SEE FOOTING SCHEDULE ON THIS SHEET.

4. = STEPPED FOOTING LOCATION - S.D. 1/S301.

SHEET NOTES:

S

1/16" = 1'-0"

FOOTING & FOUNDATION PLAN

T.O. EXT. FOOTING EL. = 31' (CIVIL GRADING REF) @ GRID 1

Schedule - Footings

MARK WIDTH DEPTH

REINFORCING

COMMENTS

TRANSVERSE LONGITUDINAL

FC6 6'-0" CONT. 1'-4" #6 @ 1'-0" O.C. #5 @ 1'-0" O.C. T&B

FOOTING SCHEDULE NOTES:

1. T&B DESIGNATES REINFORCING STEEL TO BE AT TOP & BOTTOM OF FOOTING.

0 16' 32'8'

1/2" = 1'-0"

FLAG POLE FOUNDATION

T.O. FTG. EL. = 34' (CIVIL GRADING REF) @ GRID 2

T.O. WALL

(VARIES)

EL. = SEE CIVIL

T.O. GRADE

EL. = SEE CIVIL

T.O. GRADE

EL. = SEE CIVIL

T.O. WALL

(VARIES)

EL. = SEE CIVIL

3" CLR. - TYP.

SIZE & REINF.

SEE PLAN FOR

NOTE:

EXTEND ALL REINFORCING THRU CORNER - LAP & TIE.

NOTE:

IF WALL SURFACE IS SOIL LOADED EXTEND HORIZONTAL BARS TO OPPOSITE FACE & PROVIDE STANDARD HOOK.

SIZE & REINF.

SEE PLAN FOR

3 - #4 VERT. W/ DWL.

TO MATCH @ FOOTING.

CORNER BARS TO

MATCH SIZE &

SPACING OF HORIZ.

WALL REINF.

S E

E S

C H

E D

LA

P

S P

LI

C

E D

1 1/2" CLR. - TYP.

SIZE & REINF.

SEE PLAN FOR

CORNER BARS

TO MATCH SIZE

& SPACING OF

HORIZ. WALL

REINF.

1 1/2" CLR. - U.O.N.

SIZE & REINF.

SEE PLAN FOR

VERT. W/ DWL. TO

MATCH @ FOOTING.

CORNER BARS TO

MATCH SIZE &

SPACING OF HORIZ.

WALL REINF.

1 1/2" CLR. - U.O.N.

S E

E S

C H

E D

LA

P

S P

LI

C

E

S E

E S

C H

E D

LA

P

S P

LI

C

E

NOTE:

CONST. JOINT SHOWN MAY BE OMITTED @ CONTRACTOR'S OPTION.

SIZE & REINF.

SEE PLAN FOR

2" x 4" x 6" LONG.

VERT. KEYWAY

EVENLY SPACED

BETWEEN HORIZ.

REINF. SPACING

DWL. W/ STANDARD

HOOK TO MATCH

SIZE & SPACING OF

HORIZ. REINFORCING

2" CLR. - TYP.

S E

E S

C H

E D

LA

P

S P

LI

C

E

2" x 6" x 6" LONG.

VERT. KEYWAY

EVENLY SPACED

BETWEEN HORIZ.

REINF. SPACING

DWL. W/ STANDARD

HOOK TO MATCH

SIZE & SPACING OF

HORIZ. REINFORCING

SIZE & REINF.

SEE PLAN FOR

2" CLR. - TYP.

S E

E S

C H

E D

LA

P

S P

LI

C

E

NOTE:

JOINT MAXIMUM SPACING 40'-0". SPACING MAY BE INCREASED TO 80'-0"

IF WALL IS BACKFILLED INTERIOR SIDE FOR FULL HEIGHT OR 120'-0" IF

WALL IS BACKFILLED ON BOTH SIDES FOR FULL HEIGHT.

1"

1/2"

S

IZ

E

R E

IN

F

S E

E P

LA

N

F O

R

1 1/2"

6" 6"

SEE SCHED.

LAP SPLICE3" CLR.VERT. CAULK JOIST @

EACH FACE

2" x 6" x 6" LONG. VERT. KEYWAY (2" x 4" x 6" @ 8" WALL) EVENLY

SPACED BETWEEN HORIZ. REINF.

SPACING. KEYWAY CONT. WHERE

WATERSTOP IS REQUIRED

VERT. CAULK

VERT. ROD STOCK

WATERSTOP

WHERE

REQUIRED

#6 @ 12" O.C. VERT.

EACH FACE

#5 @ 1'-0" O.C. HORIZ.

EACH FACE

SEE PLAN FOR

FOOTING SIZE,

REINF. & ELEV.

DWL. TO MATCH

EACH VERT.

3" CLR. - TYP.

2' - 0" 10" 3' - 2"

1 1/2" CLR.

2" CLR.

#6 @ 12" O.C. TOP &

BOT.

#6 @ 12" O.C. VERT.

#6 @ 12" O.C. VERT.

SEE PLAN FOR

FOOTING SIZE,

REINF. & ELEV.

DWL. TO MATCH

EACH VERT.

3" CLR. - TYP.

2' - 8" 10" 2' - 6"

1 1/2" CLR.

2" CLR.

#6 @ 12" O.C. TOP &

BOT.

EX. GRADE

#5 @ 12" O.C. HORIZ.

EACH FACE

#5 @ 12" O.C. CONT.

TOP & BOT.

NOTE:

PROVIDE 12" GRAVEL LAYER BEHIND WALLS PER GEOTECHNICAL REPORT

2a U.O.N.

a

SEE PLAN

3" CLR. - TYP.

DEPTH 1'-0" MIN.

EQUAL TO FTG.

2a U.O.N.

NOTES:

1. SEE PLAN FOR FOOTING SIZE AND REINFORCING.

2. SLOPED OR STEPPED FOOTINGS SHALL BE CAST AS A UNIT.

3. STEPPED FOOTING LINES SHOWN ON PLAN ARE @ BOTTOM OF FOOTING.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice of Design and Construction

Services

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

18181

GEOTECHNICAL/HAZMAT/

ENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

Project Director

2026.05.04

BID DOCUMENTS

CONSERVATOR:

ARCHITECTURAL RESOURCES GROUP

PIER 9, THE EMBARCADERO SUITE 107

SAN FRANSISCO, CA 94111

415-421-1680

POINT OF CONTACT

JENNIFER PONT

C U s e rs \J

B u e rm a n n \D o c u m e n ts \1

M

A R

E I S

L A

N D

R

V T jb u e rm a n n S

R X

R

.r v t

/3

/2

:5

:0

A

M

FOOTING & FOUNDATION DETAILS

MAY 04, 2025 FY JB

S301

IMHOFF ROAD, VALLEJO, CA 94592

MARE ISLAND NAVAL CEMETERY

962-003

1/2" = 1'-0"S301

1 FOOTING CORNER REINF. DETAIL

1/2" = 1'-0"S301

2 WALL CORNER REINF. DETAIL

1/2" = 1'-0"S301

3 WALL INTERSECTION DETAIL

1/2" = 1'-0"S301

4 WALL CONSTRUCTION JOINT DETAIL

1/2" = 1'-0"S301

5 RETAINING WALL DETAIL

1/2" = 1'-0"S301

6 RETAINING WALL DETAIL

1/2" = 1'-0"S301

7 STEPPED FOOTING DETAIL

16"

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

C

FW

FW

FW

COORDINATE LOCATION AND

POWER WITH CIVIL DRAWINGS

BOOSTER PUMP

RAIN SENSOR ON 5'-0" POLE

P

S

C-1 54.22"

C-1

C-2 48.82"

C-2

C-3 68.42"

C-3

C-4 68.42"

C-4

C-5 51.32"

C-5

C-6 51.32"

C-6

C-7 20.11"

C-7

C-8 20.11"

C-8 C-9

20.11" C-9

C-10 80.62"

C-10

C-11 151"

C-11

C-12 68.42"

C-12

C-13 68.42"

C-13

C-14 141"C-14

C-15 562"

C-15

C-16 68.42"

C-16

C-17 12.51"

C-17

C-18 562"

C-18 C-20

562"

C-20

C-21 48.82"

C-21

C-22 111"

C-22

C-23 48.82"

C-23

3"

3"

3"

3"

3"

2"

4"

2"

4"

2"

4"

4"

2"

4"

4"

2"

2"

4"

4"

4"

2"

2"

2"

2"

4"

2"

4"

2"

4"

2"

1"

4"

2"

4"

2"11 2"

4"

2"

1"

1"

2"

4"

2"

FW

2"

4"

2"

2"

4"

2"

1"

2"

1"

C-19 10.51"

C-19

1"

3"

4"

2"

2"

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

1"

1"

1"

1"

4"

2"

4"

2"

1"

1" 1"

1"11 4"

1"

4"

1"

1"

1"

4"

1"

4"

1"

4"

3"3"

A

2"

1"

2"

2"

2"

2"

1"

1"

1"

3"

3"

3"

3"

4"

2"

1"

1"

1"

2"

2"

1"

1"

1"

1"

1"

2"

1"

2"

4.0

4.0

4.0

4.0

1. ALL POWER WIRE TAPS AND CONNECTIONS SHALL CONFORM TO WITH LOCAL AND STATE CODES

AND PERFORMED BY LICENSED ELECTRICIAN.

2. 24" LOOP OF WIRE LOCATED BELOW EACH ELECTRIC VALVE.

3. ALL WIRE SHALL HAVE ENOUGH SLACK AS TO ACCOMMODATE FOR EXPANSION AND/OR

CONTRACTION.

4. ALL WIRE TO BE UL APPROVED FOR DIRECT BURIAL.

1. ALL PRODUCT APPLICATIONS AND INSTALLATIONS MUST MEET MANUFACTURER'S REQUIREMENTS.

2. FLOW RATES THROUGH PVC PIPING NOT TO EXCEED MANUFACTURER'S RECOMMENDATIONS.

3. SPRINKLER SPACING BASED ON CURRENT SITE CONDITIONS. SOME NOZZLE/ARC ADJUSTMENTS

MAY BE REQUIRED IN THE FIELD.

4. PIPING AS SHOWN IS DIAGRAMMATIC IN NATURE. ALL PIPING TO BE LOCATED WITHIN OWNER'S

PROPERTY LINES.

5. CONTRACTOR IS RESPONSIBLE FOR PROPER OPERATION OF IRRIGATION SYSTEM. SYSTEM SHALL

NOT EXCEED MANUFACTURER'S RECOMMENDATIONS AND SHALL WATER ALL LANDSCAPED

AREAS NOTED. IRRIGATION PLAN IS INTENDED TO INCLUDE EVERYTHING NECESSARY TO THE

PROPER OPERATION OF SAID IRRIGATION SYSTEM. IF ADJUSTMENTS ARE REQUIRED,

CONTRACTOR SHALL MAKE ADJUSTMENTS FOR SAME.

6. IRRIGATION SPECIFICATIONS SHALL HAVE PRECEDENCE OVER IRRIGATION PLANS. ANY

DISCREPANCIES BETWEEN THESE TWO DOCUMENTS MUST BE BROUGHT TO THE ATTENTION OF

THE OWNERS REPRESENTATIVE BEFORE BID DUE DATE.

7. IT IS THE INTENT TO KEEP IRRIGATION WATER OFF OF ALL BUILDINGS, SIDEWALKS, SIGNS AND PARKING AREAS. IT WILL BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FIELD TUNE EACH SPRINKLER AS TO KEEPING IRRIGATION ADJUSTED TO LANDSCAPED AREAS ONLY. IT

WILL ALSO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO SUPPLY THE OWNER

WITH AN OPERATING SCHEDULE THAT WORKS WITH EXISTING PLANS AND ANY FIELD

ADJUSTMENTS.

8. IT IS THE INTENT OF THE IRRIGATION DESIGN TO ACHIEVE HEAD TO HEAD COVERAGE IN ALL

LANDSCAPED AREAS AND TO MATCH SOIL AND PLANT MATERIAL WATERING NEEDS. IT WILL BE

THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO ADJUST FOR SAME.

9. IRRIGATION CONTRACTOR TO LOCATE VALVE BOXES AWAY FROM ROAD/CURB AND AWAY FROM

GRAVE SITES SO THEY ARE LESS VISUAL WHERE APPLICABLE.

10. IRRIGATION CONTRACTOR SHALL PROVIDE OWNERS REPRESENTATIVE WITH ALL SHOP

DRAWINGS AND SUBMITTALS OF PROPOSED IRRIGATION SYSTEM BEFORE INSTALLATION.

11. ALL PIPING SHALL BE INSTALLED A MINIMUM OF 3'-0" FROM EDGE OF CONCRETE CURBS, ETC.

1. ALL PIPING FITTINGS SHALL BE DUCTILE IRON TYPE ON MAIN LINE.

2. ALL SUB MAIN LINE PIPING FITTINGS SHALL BE JOINT RESTRAINED AT ALL CHANGES OF DIRECTION

- SEE DETAIL AND JOINT RESTRAINT NOTES.

3. LATERAL ZONES ARE 1" UNLESS NOTED.

DESIGN NOTES

ELECTRICAL NOTES:

PLUMBING NOTES:

1. CEMETERY HOURS ARE 8:00AM - 4:30PM. ALL WORK SHALL COMMENCE WITHIN THE CEMETERY

HOURS UNLESS EXPRESSLY AUTHORIZED BY CEMETERY DIRECTOR AND COR.

2. CONTRACTOR SHALL COORDINATE WITH CEMETERY DIRECTOR ON WORK SCHEDULE FOR THE

WEEK PRECEDING VETERAN'S DAY HOLIDAY. WORK AREAS WILL BE REQUIRED TO BE

SECURED, MADE SAFE, AND CLEARED OF ALL DEBRIS AND MATERIALS PRIOR TO VETERAN'S

DAY HOLIDAY TO FACILITATE CEMETERY OPERATIONS DURING VETERAN'S DAY EVENTS.

3. CONTRACTOR SHALL REPLACE IN KIND ANY AREAS DAMAGED OR REMOVED DUE TO

CONSTRUCTION TRAFFIC AND IRRIGATION INSTALLATION AT NO COST TO THE GOVERNMENT.

4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES AS NEEDED THROUGHOUT THE

PROJECT DURATION TO LIMIT EROSION AND PROTECT EXISTING FACILITIES.

5. PROTECT IN-SERVICE LANDSCAPE IRRIGATION INFRASTRUCTURE AND CONDUCT ALL WORK IN

A MANNER THAT DOES NOT INTERRUPT ANY LANDSCAPE IRRIGATION OPERATION OUTSIDE OF

THIS PROJECT LIMITS. THIS WILL INCLUDE REGULAR COORDINATION WITH GROUNDS STAFF,

CEMETERY DIRECTOR, AND COR TO ENSURE NORMAL OPERATIONS THROUGHOUT

CONSTRUCTION.

6. PROTECT IN PLACE ALL TREES TO REMAIN. TREES SHALL BE PROTECTED FROM DAMAGE

7. ANY IRRIGATION SYSTEM SHUTDOWNS, SHOULD THEY BE REQUIRED, ARE TO BE

COORDINATED WITH CEMETERY DIRECTOR AND COR 48 HOURS PRIOR TO SHUTDOWN.

8. ALL AREAS OF LANDSCAPE IRRIGATION EXPANSION INCLUDES CONSIDERATION FOR

WATER-EFFICIENT PRACTICES INCLUDING BUT NOT LIMITED TO PRESSURE REGULATION,

MATCHED APPLICATION RATES, TOPOGRAPHICAL CONSIDERATIONS AND SCHEDULING

PRACTICES.

9. SHOULD ANY ON-SITE ACTIVITY, INCIDENT, EMERGENCY, OR DISASTER RESULT IN EXPOSURE

AND/OR DAMAGE TO ANY REMAINS, CONTAINER FOR REMAINS (I.E., CASKET OR URN), OR

OUTER BURIAL CONTAINER, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CEMETERY

DIRECTOR, THE COR, AND/OR THE CO; TAKE IMMEDIATE STEPS TO PROTECT AND RENDER

SAFE ANY EXPOSED REMAINS; AND STOP ANY FURTHER WORK THAT COULD AFFECT THOSE

REMAINS OR GRAVE SITE UNTIL THE CEMETERY DIRECTOR PROVIDES THE CONTRACTOR

GUIDANCE REGARDING DISPOSITION OF THE REMAINS AND PERMISSION TO PROCEED.

10. ALL WORK SHALL BE COORDINATED WITH MARE ISLAND NATIONAL CEMETERY DIRECTOR TO

AIDE IN ACTIVE BURIAL SERVICE COORDINATION. THIS INCLUDES BUT IS NOT LIMITED TO

SECTION SEQUENCING, STAGING, AND WORK TAKING PLACE IMMEDIATELY ADJACENT TO

BURIAL OPERATIONS. CONSTRUCTION ACTIVITY SHALL HALT WHEN REQUESTED DUE TO

ONGOING BURIAL ACTIVITIES NEAR ACTIVE CONSTRUCTION SITES. IT IS ANTICIPATED TO HAVE

DAILY COORDINATION WITH CEMETERY DIRECTOR TO COORDINATE BURIAL OPERATIONS WITH

ACTIVE CONSTRUCTION.

11. ALL IRRIGATION COMPONENT LOCATIONS SHALL BE LOCATED/STAKED FROM THE DESIGN

INFORMATION BY A LICENSED SURVEYOR (DRAWING FILES AVAILABLE BY REQUEST), AND

AS-BUILT LOCATIONS SHALL BE REQUIRED AS WORK PROGRESSES (ESPECIALLY

UNDERGROUND PIPE BENDS) PRIOR TO CLOSING OF TRENCHES.

12. IRRIGATION IN EXISTING CEMETERIES SHALL REQUIRE MANDATORY PROBING PROTOCOL

IMPLEMENTED PRIOR TO ALL IRRIGATION PIPE PLACEMENT ACTIVITIES, AND DAILY

PRECONSTRUCTION PROGRESS MEETING TO REDUCE RISK.

ADDITIONAL PROJECT REQUIREMENTS:

NOTE: ALL QUANTITIES ARE FOR REFERENCE ONLY. CONTRACTOR RESPONSIBLE FOR ACTUAL COUNTS.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI

RAIN BIRD 1806-5 SERIES STREAM 67 25

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS

RAIN BIRD 5006-PC 4.0 15 45 4.01 42'

RAIN BIRD 6504-PC, FC-SS 12 14 60 12.2 57'

RAIN BIRD 6504-PC, FC-SS 14 15 60 14 61'

RAIN BIRD 6504-PC, FC-SS 18 30 60 17.1 63'

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

GRISWOLD DWS-PRV

WITH TORO TWO-WIRE DECODER 23

RAIN BIRD 44-LRC 10

RT/RW ISOLATION VALVE - LINE SIZED 8

BERMAND C30 2" AIR/VACUUM RELIEF VALVE 1

TORO DXI-SPED-TW LAGUNA CONTROLLER 1

TORO TRS 1

WATERTRONICS: WMBV-7000-7A-15-240-1-200-105

PRE-PACKAGED, UL LISTED, MARINE GRADE ALUMINUM,

SELF-ENCLOSED SYSTEM WITH SINGLE PUMP AND VFD.

FLOWS UP TO 200 GPM @ 105 PSI

FLOWER WATERING STATION 4

PAIGE 270-RCX RE-ENTERABLE CONNECTOR

WITH 36" GROUND PLATE, ROD AND GROUND

ENHANCEMENT MATERIALS OR AS PER MANUFACTURE'S

RECOMMENDATIONS

TORO DEC-SG-LINE SURGE PROTECTOR

WITH 36" GROUND PLATE, ROD AND GROUND

ENHANCEMENT MATERIALS OR AS PER MANUFACTURE'S

RECOMMENDATIONS

IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 3,967 LF

IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1,911 LF

CST Q H F

4.0

A

C

S

P

FW

Valve Number

Valve Flow

Valve Size

Valve Callout

IRRIGATION SCHEDULE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\m ar e is la nd n av al c em et er y\

- d ra w in gs

\m ar e is la nd n c irr ig at io n.

dw g ed it:

ch ris m er te n sa ve d:

4/

/2

:2

AM

p lo t:4

/3 0/

0:

A

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:

Office of Design and Construction

Services

MARE ISLAND NAVAL CEMETERY

962-003

MAY 4, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

GEOTECHNICAL/HAZMATENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

BID DOCUMENTS

2026.05.04

SCALE:1

SITE IRRIGATION PLAN

1" = 30'-0"

N 0 30' 60'

IR101

X

SITE IRRIGATION PLAN

CJM CJM

16"

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

4.0

NOTE: ALL QUANTITIES ARE FOR REFERENCE ONLY. CONTRACTOR RESPONSIBLE FOR ACTUAL COUNTS.

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI

RAIN BIRD 1806-5 SERIES STREAM 67 25

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI GPM RADIUS

RAIN BIRD 5006-PC 4.0 15 45 4.01 42'

RAIN BIRD 6504-PC, FC-SS 12 14 60 12.2 57'

RAIN BIRD 6504-PC, FC-SS 14 15 60 14 61'

RAIN BIRD 6504-PC, FC-SS 18 30 60 17.1 63'

SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY

GRISWOLD DWS-PRV

WITH TORO TWO-WIRE DECODER 23

RAIN BIRD 44-LRC 10

RT/RW ISOLATION VALVE - LINE SIZED 8

BERMAND C30 2" AIR/VACUUM RELIEF VALVE 1

TORO DXI-SPED-TW LAGUNA CONTROLLER 1

TORO TRS 1

WATERTRONICS: WMBV-7000-7A-15-240-1-200-105

PRE-PACKAGED, UL LISTED, MARINE GRADE ALUMINUM,

SELF-ENCLOSED SYSTEM WITH SINGLE PUMP AND VFD.

FLOWS UP TO 200 GPM @ 105 PSI

FLOWER WATERING STATION 4

PAIGE 270-RCX RE-ENTERABLE CONNECTOR

WITH 36" GROUND PLATE, ROD AND GROUND

ENHANCEMENT MATERIALS OR AS PER MANUFACTURE'S

RECOMMENDATIONS

TORO DEC-SG-LINE SURGE PROTECTOR

WITH 36" GROUND PLATE, ROD AND GROUND

ENHANCEMENT MATERIALS OR AS PER MANUFACTURE'S

RECOMMENDATIONS

IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 3,967 LF

IRRIGATION MAINLINE: PVC CLASS 200 SDR 21 1,911 LF

CST Q H F

4.0

A

C

S

P

FW

Valve Number

Valve Flow

Valve Size

Valve Callout

IRRIGATION SCHEDULE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\m ar e is la nd n av al c em et er y\

- d ra w in gs

\m ar e is la nd n c irr ig at io n.

dw ch ris m er te d:

4/

/2

:2 lo t:4

/3 0/

0:

A

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:

Office of Design and Construction

Services

MARE ISLAND NAVAL CEMETERY

962-003

MAY 4, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

GEOTECHNICAL/HAZMATENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

BID DOCUMENTS

2026.05.04

SCALE:1

SITE IRRIGATION COVERAGE PLAN

1" = 30'-0"

N 0 30' 60'

IR102

X

SITE IRRIGATION COVERAGE PLAN

SCALE:

2 SLEEVING DETAIL

NONE

NOTE:

1. FURNISH FITTINGS AND PIPING NOMINALLY SIZED IDENTICAL TO

NOMINAL QUICK COUPLING VALVE INLET SIZE.

KEY HANDLE

KEY HANDLE TO CLEAR BOX

INSTALL AT HEIGHT TO ALLOW

INSTALLED HEIGHT TO CLEAR

FINISH GRADE

3/4-INCH WASHED GRAVEL

(LENGTH AS REQUIRED)

PVC SCH 80 NIPPLE

CONTINUOUS RUN OF BRICKS

QUICK-COUPLING VALVE:

3-INCH MINIMUM DEPTH OF

(AS SPECIFIED)

MANUFACTURED SWING JOINT

MAINLINE PIPE

STABILIZER

SCALE:

QUICK-COUPLING VALVE

WITH STABILIZER

NONE

OLDCASTLE/FIBRELYTE ROUND

POLYMER CONCRETE VALVE BOX

AND LID WITH MARKINGS

CLASS 200 IRRIGATION PVC PIPE

(SCRAP PVC

SLEEVE MARKER

PAST

CURB

LINE

AND COMPACTED)

(BACKFILLED

TRENCH

VERTICAL SCRAP PVC PAINTED BLUE

MARK ALL SLEEVES AT BOTH ENDS WITH

NOTE:

CAP

ENDS(WIRE SLEEVE - GRAY IN COLOR)

3" SCH. 80 PVC 1'

-6

1'-0"

PAINTED BLUE)

CLASS 200 PVC PIPE

SLEEVE (SIZED TWO PIPE

SIZES LARGER THAN

SLEEVED IRRIGATION PIPE

NOTED ON PLAN)

ALL ROAD CROSSINGS ARE SUBJECT

TO CITY FINAL LOCATION AND APPROVAL

BEFORE INSTALLATION - TYPICAL

(SEE PLAN FOR SIZE)

AS PER CODE

SCALE:

8 ELECTRIC VALVE AND VALVE BOX

NONE

SCALE:

3 ROTOR ASSEMBLY (FULL CIRCLE)

NONE SCALE:

ROTOR ASSEMBLY NEXT

TO HARDSCAPE (PART CIRCLE)

NONE

LATERAL TEE

LATERAL PIPE

MANUFACTURED SWING JOINT

POP UP ROTOR SPRINKLER

APPROVED BACKFILL

NOTE: INSTALL SPRINKLER HEAD BETWEEN

1/4" AND 1/2" BELOW TOP OF

SPRINKLER BLOCK (COLLAR)

CHRISTY CONCRETE SPRINKLER

BLOCK - INSTALL PER MANUFACTURER'S

RECOMMENDATIONS

2" GRAVEL BASE

EDGE OF CURB/LANSCAPE

7"

FINISH GRADE

MAINLINE PIPE

LOCATOR WIRE

SCALE:

1 IRRIGATION TRENCH DETAIL

NONE

36"

WARNING TAPE 12

SAND BEDDING

AND BACKFILL

LATERAL PIPE

4"

SCALE:

7 RESILIENT WEDGE GATE VALVE

NONE

FINISH GRADE

OLDCASTLE/FIBRELYTE JUMBO ROUND

POLYMER CONCRETE VALVE BOX AND

LID WITH MARKINGS

PVC SLEEVE

NOTCH PIPE TO FIT VALVE

RESILIENT WEDGE GATE VALVE

REFER TO PLAN FOR SIZE

3" MINIMUM DEPTH OF

3/4" WASHED GRAVEL

WIRE MESH

CONTINUOUS RUN OF BRICKS

RESTRAINED FLANGE ADAPTER

MAINTAIN A 36" DISTANCE FROM

CURB - COORDINATE ROUTING

WITH OTHER DISCIPLINES

REFER TO CIVIL DRAWINGS FOR

LOCATION - COORDINATE

ROUTING WITH OTHER

DISCIPLINES

HYDRANT POST - BY OTHERS

CONCRETE PAD - BY OTHERS

SCALE:

10 FLOWER WATER STATION ASSEMBLY

NONE

FINISHED GRADE

OLDCASTLE/FIBRELYTE FL30-18 JUMBO

ROUND POLYMER CONCRETE VALVE BOX

WITH 6" EXTENSION AND LID WITH

MARKINGS

SCH 40 PVC PIPING

CURB STOP VALVE

SCH 80 PVC NIPPLE 3/4" X 6"

ADJUSTABLE PRESSURE REGULATOR 3/4"

DI SERVICE TEE WITH 3/4" OUTLET

MAINLINE PIPE AND SERVICE

TEE

3/4" PVC PIPING WITH

FITTINGS

LATERAL TEE

LATERAL PIPE

MANUFACTURED SWING JOINT

POP UP ROTOR SPRINKLER

APPROVED BACKFILL

NOTE: INSTALL SPRINKLER HEAD BETWEEN

1/4" AND 1/2" BELOW TOP OF

SPRINKLER BLOCK (COLLAR)

CHRISTY CONCRETE SPRINKLER

BLOCK - INSTALL PER MANUFACTURER'S

RECOMMENDATIONS

2" GRAVEL BASE

APPROVED BACKFILL

SPRINKLER

MPR NOZZLES

(SIZE PER PLAN)

AT FINISHED GRADE

NOTE: INSTALL SPRINKLER

SCALE:

5 FIXED-SPRAY SPRINKLER

NONE

LATERAL TEE

LATERAL PIPE

SWING JOINT PER

SPECIFICATIONS

8' M

IN

SCALE:

11 RAIN/FREEZE SENSOR

NONE

3/4" COPPER MIPT X SWEAT

FILTER FABRIC

3" MINIMUM DEPTH OF 3/4" WASHED GRAVEL

4" COMPACTED AGGREGATE BASE

3/4" COPPER TYPE K PIPING TO

HYDRANT

A1

FINISHED GRADE

SCHEDULE 80 PVC 90 DEGREE

SLIP ELBOW

SCHEDULE 80 PVC TOE NIPPLE

14-INCH

SCHEDULE 80 PVC TOE NIPPLE

14-INCH

DI SERVICE TEE

PVC MAINLINE 30-INCH BURY

1. PLACE 1/2-INCH WIRE MESH & FILTER FABRIC UNDERNEATH VALVE BOX AND

ON TOP OF AGGREGATE BASE.

2. INSTALL VALVE BOX +/- 3/4-INCH ABOVE FINISH GRADE WHEN INSTALLING SOD.

3. ATTACH ID TAG WITH STATION NUMBER TO SOLENOID CONTROL WIRE.

4. APPLY EXPANDABLE FOAM AT PIPE OPENING.

5. REMOVE MATERIAL TO PROVIDE 6-INCHES OF CLEARANCE AROUND THE

ENCLOSURE AND 4-INCHES IN ADDITIONAL DEPTH ALLOWING FOR BEDDING.

6. COMPACT SUBGRADE BEFORE INSTALLING AGGREGATE BASE.

7. INSTALL TWO PVC CONDUITS FOR TWO-WIRE; ONE FOR WIRE IN AND ONE FOR

WIRE OUT.

FIBRELYTE VALVE BOX FL30-18 WITH

FIBRELYTE VALVE BOX EXTENSION FL30-6X

VALVE ID TAG

4" COMPACTED AGGREGATE BASE

3" MINIMUM GRAVEL SUMP

CLASS 200 PVC LATERAL 18-INCH BURY

SCHEDULE 40 PVC MALE ADAPTER

SCHEDULE 80 PVC THREADED UNION

WATERPROOF WIRE CONNECTORS

SOLENOID CONTROL WIRE

AUTOMATIC CONTROL VALVE

WIRE MESH & FILTER FABRIC

SCHEDULE 80 PVC NIPPLE 3-INCH

BRASS BALL VALVE

ONE-STATION DECODER

PVC CONDUIT FOR TWO-WIRE CABLE

WITH PVC CONDUIT SWEEP ELL (TWO

REQUIRED)

TWO-WIRE CABLE

POLYMER CONCRETE VALVE BOX 2424-24

4" COMPACTED AGGREGATE BASE

3" MINIMUM GRAVEL SUMP

DI SERVICE TEE WITH 2-INCH OUTLET

AUTOMATIC CONTROL VALVE

WIRE MESH & FILTER FABRIC

BRASS BALL VALVE

PVC MAINLINE 30-INCH BURY

SCHEDULE 80 PVC NIPPLE 2-INCH X 10-INCH

6"

AIR/VACUUM RELIEF VALVE 2-INCH

FINISHED GRADE

1. PLACE 1/2-INCH WIRE MESH & FILTER FABRIC UNDERNEATH VALVE BOX AND

ON TOP OF AGGREGATE BASE.

2. INSTALL VALVE BOX +/- 3/4-INCH ABOVE FINISH GRADE WHEN INSTALLING SOD.

3. APPLY EXPANDABLE FOAM AT PIPE OPENING.

4. REMOVE MATERIAL TO PROVIDE 6-INCHES OF CLEARANCE AROUND THE

ENCLOSURE AND 4-INCHES IN ADDITIONAL DEPTH ALLOWING FOR BEDDING.

5. COMPACT SUBGRADE BEFORE INSTALLING AGGREGATE BASE.

SCALE:

9 AIR RELIEF VALVE ASSEMBLY

NONE

FEMALE ADAPTER (SLIP X FIPT)

GALVANIZED 90° EL (1 OF 2)

3/4-INCH GALVANIZED PIPE

RAIN SENSOR

FINISHED GRADE

CONCRETE BASE

WIRE TO IRRIGATION CONTROLLER

NOTES:

1. MOUNT SENSOR VERTICALLY. AVOID PLACEMENT UNDER

EVE OR TREE CANOPY. LOCATE WITHIN 500 FEET (LINE

OF SIGHT) OF SENSOR RECEIVER AND CONTROLLER

2. COORDINATE ACTUAL LOCATION WITH OWNER'S

REPRESENTATIVE BEFORE ACTUAL INSTALLATION.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\m ar e is la nd n av al c em et er y\

- d ra w in gs

\m ar e is la nd n c irr ig at io n.

dw ch ris m er te d:

4/

/2

:2 lo t:4

/3 0/

0:

A

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:

Office of Design and Construction

Services

MARE ISLAND NAVAL CEMETERY

962-003

MAY 4, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

GEOTECHNICAL/HAZMATENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

BID DOCUMENTS

2026.05.04

IR501

X

IRRIGATION DETAILS

PIPE

SIZE

2"

2.5"

3"

4"

5"

4.56

6.65

9.80

16.2

24.7

DEAD END

OR TEE

90°

ELBOW

45°

ELBOW

22.5°

ELBOW

1.5" 2.94

3.5" 12.8

6" 34.8

6.45

9.40

13.9

23.0

35.0

4.16

18.1

49.2

3.50

5.10

7.51

12.4

18.9

2.25

9.81

26.7

1.78

2.60

3.82

6.31

9.63

1.15

4.99

13.6

BASED ON POUNDS PER PSI WORKING PRESSURE.

STEP 1. MULTIPLY THE PRESSURE LEVEL DESIRED FOR

TESTING BY THE APPROPRIATE VALUE SHOWN IN THE

FOLLOWING TABLE:

STEP 2. DETERMINE THE BEARING STRENGTH OF THE SOIL

FROM THE TABLE BELOW:

BEARING STRENGTH OF SOILS

SOILS AND SAFE BEARING LOADS LBS. SQ. FT.

SOUND SHALE

CEMENTED GRAVEL AND

SAND-DIFFICULT TO PICK

COARSE AND FINE

COMPACT SAND

MEDIUM CLAY -

CAN BE SPADED

SOFT CLAY

MUCK

10,000

4,000

3,000

2,000 1,000

STEP 3. DIVIDE THE TOTAL THRUST OBTAINED IN STEP 1 BY

THE BEARING STRENGTH OF THE SOIL: THIS GIVES THE

SQUARE FEET OF AREA NEEDED.

THRUST BLOCKING

AN OUTWARD PRESSURE EXISTS ON ALL DEFLECTIONS

FROM A STRAIGHT LINE. GOOD SOIL, PROPERLY TAMPED, IS

SUFFICIENT TO HOLD SIDE THRUST - UNLESS SOIL

CONDITIONS ARE UNSTABLE. IN THAT CASE, TO ANCHOR

AGAINST THIS SIDE THRUST, THE BLOCKING SHOULD BE

PLACED AGAINST THE PIPE ON EACH SIDE OF THE COUPLING.

DO NOT THRUST BLOCK THE COUPLING ITSELF.

SIDE THRUST ON CURVES

PIPE SIZE

INCHES

2"

2.5"

3"

4"

5"

SIDE THRUST

POUNDS PER DEGREE

1.5"

3.5"

6"

7.9

11.6

17.1

28.3

43.1

5.1

22.4

60.8

BASED ON SIDE THRUST PER 100 LBS/SQUARE INCH

PRESSURE PER DEGREE OF DEFLECTION

NOTE: MULTIPLY SIDE THRUST POUNDS BY DEGREES OF

DEFLECTION TIMES POUNDS OF PRESSURE DIVIDED BY 100

TO OBTAIN TOTAL SIDE THRUST IN POUNDS.

NOTES:

ALL MAINLINE AND LATERAL CHANGE OF DIRECTION SHALL

RECEIVE THRUST BLOCKING OR JOINT RESTRAINTS. - SEE

THRUST BLOCKING TABLE FOR BEARING STRENGTH.

FURTHERMORE ANY SOILS NOT STABLE FOR ADEQUATE

THRUST BLOCKING, SAID FITTINGS MUST UTILIZE JOINT

RESTRAINTS AT NO ADDITIONAL COST TO OWNER. IT IS

ULTIMATELY THE CONTRACTORS RESPONSIBILITY TO INSTALL

THE APPROPRIATE APPLICATION TO ENSURE THAT THE FITTING

OR VALVE DOES NOT MOVE FROM A OUTWARD DEFLECTION.

WYE

45° ELL 45° ELL

UNDISTURBED SOIL (TYPICAL)

PIPE (TYPICAL)

CONCRETE THRUST BLOCK

FITTING (TYPICAL)

FITTING (TYPICAL)

REBAR BENT AROUND

(TYPICAL)

ELL

CROSS TEE

SCALE:

3 THRUST BLOCK DETAIL

NONE

SCALE:

SPRINKLER INSTALLATION

WITHIN BURIAL PLOTS

NONE

30° TRAJECTORY

SPRINKLER

HEADSTONE - TYPICAL

4'-0" IRRIGATION AISLE

BURIAL PLOT - TYPICAL

NOTES:

1. SPRINKLERS INSTALLED WITHIN BURIAL

PLOTS REQUIRE NOZZLE OUTLET

TRAJECTORY IN EXCESS OF 30-DEGREES

TO CLEAR GRAVE HEADSTONES.

2. LOCATE SPRINKLER IN THE CENTER OF

THE IRRIGATION AISLE POSITIONED

PERPENDICULAR TO THE BURIAL PLOTS

AND MID POINT BETWEEN HEADSTONE

ROWS FOR ADJOURNING BURIAL PLOTS.

3. FOR UPRIGHT HEADSTONES THE

SPRINKLER SHALL BE SPACED

EQUIDISTANT BETWEEN THE ADJOINING

HEADSTONE.

EQ.

4'-0" 4'-

9"

4'-9"

EQ.

4'-9"

4'- 9"

EQ

EQ

IRRIGATION PIPING TO BE 4" BELOW TO OF

CRYPT LID SEE CRYPT DETAIL

4'

8"

HEADSTONE LOCATION

IRRIGATION AISLE BOUNDRY

6" NIPPLE

MANUFACTURED SWING JOINT

(AS SPECIFIED)

LARGE TURF SPRINKLER

GRID MONUMENT

SCALE:

2 SPRINKLER PLACEMENT

NONE

NOTES:

1. CONTRACTOR RESPONSIBLE FOR STAKING TRENCH

LOCATION IN THE CORRECT LOCATION WITHIN AISLES.

2. CENTER OF SPRINKLER WILL BE ALIGNED WITH CENTERLINE

OF AISLE

46.56"

EQ

EQ

EQ.EQ.

46.56" 46.56"

46.56"

4'

RAIN BIRD 8005

SPRINKLER

HEADSTONE - TYPICAL

4'-0" IRRIGATION AISLE

BURIAL PLOT - TYPICAL

NOTES:

1. LOCATE SPRINKLER IN THE CENTER OF THE

IRRIGATION AISLE POSITIONED PERPENDICULAR TO

THE BURIAL PLOTS AND MID POINT BETWEEN

HEADSTONE ROWS FOR ADJOURNING BURIAL PLOTS.

2. FOR UPRIGHT HEADSTONES THE SPRINKLER SHALL

BE SPACED EQUIDISTANT BETWEEN THE ADJOINING

HEADSTONE.

3. EXACT LOCATION OF SPRINKLER IS NECESSARY

ALONG WITH HEAD PLUMB SET TO ENSURE NO

CONTACT WITH MAIN NOZZLES AND HEAD STONE(S).

KEEP SPRINKLER A MINIMUM 12"

AWAY FROM GRID MONUMENT

SCALE:

4 CONTROLLER

NONE

SET SCREW ACCESS PLUG

CONNECTORS

HEX SET SCREW

CONDUCTOR LUG

CONDUCTOR SLEEVE

ALLEN WRENCH (3/16")

WIRE FROM GROUND PLATE

(GREEN/YELLOW)

BONDING/SHIELDING WIRES

10 AWG SOLID BARE COPPER

S1

WHT

BLK

600 FEET

MAXIMUM

WHT

BLK

DEC-SG

300 FEET

MAXIMUM

DECODER

2-WIRE MODULE

BLUE

BLUE

RKLD TO SOLENOID

WIRE (PAIGE ELECTRIC P7351D) RUN CANNOT

EXCEED 400 FEET

8 FEET (2.5M)

±10% COPPER

ROD

PD

D

2- W

IR

E

C

AB

LE

PD

D

2-

W

IR

E C

AB

LE

PD

D

2- W

IR

E

C

AB

LE

* (PD7350D) 14/2 (2.1mm ) JACKETED 2-WIRE CABLE

SEE 1, 2, OR 4 STATION DECODER MODULE DETAILS

WHITE

WHITE

RED

JACKETED 14/2 (2.1mm²)

P7351D DTS CABLE

SCALE:

6 PAIGE RE- ENTERABLE CONNECTOR # 270RCX

NONE

10" ROUND VALVE BOX

8' (2

.5 M

) M

IN

ROD - GREEN/YELLOW

SURGE ARRESTOR (SEE NOTES)

3M DBR/Y-6 WIRE CONNECTOR

PAIGE P7350D

14/2 AWG (2.1mm )

COMM CABLE

NOTES:

- SHOW FOR DIAGRAMATIC PURPOSES

- AT SPLICE LOCATIONS PROVIDE SUFFICIENT SLACK

TO ALLOW THE SPLICE TO BE RAISED A MINIMUM OF

24" (600mm) ABOVE GRADE.

- THE SPLICES AND WIRE SLACK SHOULD BE SECURED

INSIDE OF THE VALVE BOX WITH TAPE OR NYLON ZIP

TIES. THE WIRES SHOULD BE COILED NO LESS THAN

THE DIAMETER OF A 1.5" (40mm) PVC PIPE. DO NOT

CREATE SHARP BENDS.

#6 (16mm²) SOLID COPPER

INSULATED WIRES

5/8" X 8' COPPER CLAD GROUND ROD TO

ACHIEVE 10 OHMS RES.

GROUND ROD SHOULD BE 8' (2.5M) ±10% FROM

THE SURGE ARRESTOR

3M DBR/Y-6 WIRE CONNECTORS

(SEE NOTES)

SERVICE

EXPANSION

COIL (SEE

NOTES)

SCALE:

5 COMMUNICATION CABLE SURGE ARRESTOR

NONE

DEC-SG

S1DECODER

2-WIRE MODULE

BLUE

BLUE

WHITE

WHITE

RED

JACKETED 14/2 (2.1mm²)

P7351D DTS CABLE

S1DECODER

2-WIRE MODULE

BLUE

BLUE

WHITE

WHITE

RED

JACKETED 14/2 (2.1mm²)

P7351D DTS CABLE

SCALE:

7 SURGE PROTECTION DIAGRAM

NONE

GROUND WIRE (GREEN

FROM DECODER OR

LIGHTNING ARRESTER OR

DECODER CABLE FUSE

DEVISE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\m ar e is la nd n av al c em et er y\

- d ra w in gs

\m ar e is la nd n c irr ig at io n.

dw ch ris m er te d:

4/

/2

:2 lo t:4

/3 0/

0:

A

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:

Office of Design and Construction

Services

MARE ISLAND NAVAL CEMETERY

962-003

MAY 4, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

GEOTECHNICAL/HAZMATENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

BID DOCUMENTS

2026.05.04

IR502

X

IRRIGATION DETAILS

CJM CJM

AutoCAD SHX Text

²) JACKETED 2-WIRE CABLE

AutoCAD SHX Text ²)

STATION COMPONENTS:

A PUMP AND MOTOR

B CHECK VALVE

C PRESSURE TRANSDUCER WITH GAUGE

D STAINLESS STEEL BASE (UNPAINTED)

E FLOW SENSOR

F TEMP SENSOR

G STATION FAN (HOOD MOUNTED)

H DISCHARGE ISOLATION VALVE

I MARINE GRADE ALUMINUM ENCLOSURE (UNPAINTED)

J INTAKE DROP PIPE W/ 4" FLG CONNECTION

K DISCHARGE DROP PIPE W/ 4" FLG CONNECTION

L 3" FEBCO LF880V RPZ

M BY-PASS VALVE

N INTERNAL SOUND DAMPENING MATERIAL

D

L

WATERTRONICS

0 200

WATERTRONICS

0 200 psi

WATERTRONICS

0 200

VFD

3" RPZ FLUSH LINE

TO WASTE OR DRAIN BY OTHERS

81"

SLAB

3" J

I

H

D -F

C O

N

TR

O L

C

AB

IN

ET

60"

SLAB42"

BASE

SEE LOCAL

NEC CODES

42" MINIMUM

G

F

FRONT OF ENCLOSURE

A

69"

BASE

CB

DETAIL A

CONCRETE ANCHOR

BOLTS (x4) LOCATIONS

DETAIL A

E

FLOW

M

PUMP STATION SPECIFICATIONS:

NAME: MARE ISLAND NAVAL CEMETERY

STATION MODEL: WMBV-7000-7A-15-240-1-200-105

STATION TOTAL PERFORMANCE: 200 GPM @ 105 PSI

DYNAMIC INLET PRESSURE: 55 PSI (AFTER RPZ)

BOOST PRESSURE: 50 PSI

REGULATED DISCHARGE PRESSURE: 105 PSI

PUMP HORSEPOWER:

PUMP NO.1: 15HP (3600RPM)

CHECK VALVE SIZES:

PUMP NO.1: 4"

ISOLATION VALVE SIZES:

DISCHARGE ISOLATION VALVE SIZE: 3"

DISCHARGE MANIFOLD SIZE: 3"

POWER REQUIREMENTS: 240V, 1PH, 60HZ, 94FLA (EST.)

N

J K

CONCEPT DRAWING ONLY

NOT FOR CONSTRUCTION

DATENO.

DESCRIPTIONBY

THIS DRAWING AND DESIGN, IS THE

PROPERTY OF WATERTRONICS AND IS

NOT TO BE REPRODUCED IN WHOLE OR

PART, NOR EMPLOYED FOR ANY PURPOSE

OTHER THAN SPECIFICALLY PERMITTED IN

WRITING BY WATERTRONICS.

THIS DRAWING LOANED AND SUBJECT

TO RETURN ON DEMAND JOB NO.:

NTSSCALE:

DRAWN BY:

OF

DRAWING NO.

DATE:

SHEET SHEETS

TITLE:

WATERTRONICS

A LINDSAY COMPANY

APPROVED AS SUBMITTED

APPROVED AS NOTED

REVISE AND RESUBMIT

SIGNATURE: _______________________

CHECKED BY:

DATE: ___________

NAME: ____________________________

DATE: MARE ISLAND NAVAL CEMETERY

IRRIGATION PUMP STATION

PRST15739

10/31/2025PJB

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h:

z

:\d es ig n pr oj ec ts

\m ar e is la nd n av al c em et er y\

- d ra w in gs

\m ar e is la nd n c irr ig at io n.

dw ch ris m er te d:

4/

/2

:2 lo t:4

/3 0/

0:

A

M

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions:

1 3 6 0 5 1 s t A v e . N . # 1 0 0 P l y m o u t h , M N 5 5 4 4 1 P 7 6 3 . 4 1 2 . 4 0 0 0 | F 7 6 3 . 4 1 2 . 4 0 9 0 | a e - m n . c o m Anderson Engineering of Minnesota, LLC | Proj # 18181Date:

Office of Design and Construction

Services

MARE ISLAND NAVAL CEMETERY

962-003

MAY 4, 2026

IMHOFF ROAD, VALLEJO, CA, 94592

BID DOCUMENTS

GEOTECHNICAL/HAZMATENVIRONMENTAL:

TERRACON

1900 GARDEN ROAD SUITE 210

MONTEREY, CA 93940

831-574-7013

POINT OF CONTACT

JESS SUTTON

COST ESTIMATING:

OCMI

8851 RESEARCH DRIVE

IRVINE, CA 92618

702-339-9870

POINT OF CONTACT

ALLICIA WARNER

IRRIGATION:

EC DESIGN

400 5TH STREET

WEST DES MOINES, IA 50265

515-225-6365

POINT OF CONTACT

LISA ESSY

BID DOCUMENTS

2026.05.04

IR503

X

IRRIGATION PUMP DETAILS

OS

DL

LC

J

J

F1

DO

M

OS

1P 1 Pole (2P, 3P, 4P, ETC.)

A, Amp Ampere AC Above Counter ACLG Above Ceiling ADO Automatic Door Opener AF Amp Frame AFF Above Finished Floor AFG Above Finished Grade AFI Arc Fault Circuit

Interrupter AHU Air Handling Unit AL Aluminum ALT Alternate AMP Ampere AMPL Amplifier ANNUN Annunciator APPROX Approximately AQ-STAT Aquastat ARCH Architect, Architectural AS Amp Switch AT Amp Trip ATS Automatic Transfer Switch AUTO Automatic AUX Auxiliary AV Audio Visual AWG American Wire Gauge BATT Battery BD Board BLDG Building BMS Building Management System C Conduit CAB Cabinet CAT Catalog CATV Cable Television CB Circuit Breaker CCTV Closed Circuit Television CKT Circuit CLG Ceiling COMB Combination CMPR Compressor CONN Connection CONST Construction CONT Continuation Or Continuous CONTR Contractor CONV Convector CP Circulating Pump CRT Cathode-Ray Tube CT Current Transformer CTR Center CU Copper DCP Domestic Water Circulating Pump DEPT Department DET Detail DIA Diameter DISC Disconnect DIST Distribution DN Down DPR Damper DS Safety Disconnect Switch DT Double Throw DWG Drawing EC Electrical Contractor ELEC Electric, Electrical ELEV Elevator ELU Emergency Lighting Unit EM Emergency EMS Energy Management System EMT Electrical Metallic Tubing EP Electric Pneumatic EQUIP Equipment EWC Electric Water Cooler EXIST Existing EXH Exhaust EXP Explosion Proof FA Fire Alarm FABP Fire Alarm Booster Power

Supply Panel FACP Fire Alarm Control Panel FCU Fan Coil Unit FIXT Fixture FLR Floor FLUOR Fluorescent FU Fuse FUDS Fused Safety Disconnect Switch GA Gauge GAL Gallon GALV Galvanized GC General Contractor GEN Generator GFI Ground Fault Circuit Interrupter GFP Ground Fault Protector GND Ground GRS Galvanized Rigid Steel (Conduit) GYP BD Gypsum Board HOA Hands-Off-Automatic Switch HORIZ Horizontal HP Horsepower HPF High Power Factor HT Height HTG Heating HTR Heater HV High Voltage HVAC Heating, Ventilating And Air

Conditioning IC Interrupting Capacity IG Isolated Ground IMC Intermediate Metal Conduit INCAND Incandescent IR Infrared I/W Interlock With J-BOX Junction Box KV Kilovolt KVA Kilovolt-Ampere KVAR Kilovolt-Ampere Reactive KW Kilowatt KWH Kilowatt Hour LOC Locate Or Location LT Light LTG Lighting LTNG Lightning LV Low Voltage MAX Maximum MAG.S Magnetic Starter M/C Momentary Contact MC Mechanical Contractor

Electrical Abbreviations

Electrical DeviceTags: Uppercase letter(s) indicates Panel ID and circuit number. Lowercase letter indicates designation of controlling switch (where applicable).

Switch ID indicated by a lowercase letter. Switch IDs are unique per space. A switch with an ID "a" controls all devices within the space in which it is located tagged with "a". A switch without a tagged ID controls all lighting fixtures within a space. ID tags may be used on control devices other than switches, such as occupancy sensors or contactors.

Equipment Tags: Equipment ID is indicated by an underlined tag adjacent to the equipment. See the equipment connection schedule for description, electrical requirements, and panel and circuit number. Symbols/graphic appearance of equipment varies.

Solid, arced lines connecting equipment, devices, or fixtures indicate unswitched power circuiting. Wires are only intended to indicate to what circuit devices are connected. Actual connections, circuit routing, installtion, junction boxes, etc. shall be field-determined by the contractor.

Home run to branch circuit panelboard. The equipment name and circuit number(s) are indicated, separated by a hyphen. Homeruns are only intended to indicate panel and circuit number. Actual homerun location shall be field-determined by the contractor.

Power Symbols

Electrical Symbol Legend

Room

MCB Main Circuit Breaker MCC Motor Control Center MDC Main Distribution Center MDP Main Distribution Panel MFR Manufacturer MFS Main Fused Disconnect Switch MH Manhole MIC Microphone MIN Minimum MISC Miscellaneous MLO Main Lugs Only MMS Manual Motor Starter MOA Multioutlet Assembly MSP Motor Starter Panelboard MSBD Main Switchboard MSS Motor Starter Switch MT Mount MT.C Empty Conduit MTS Manual Transfer Switch MTR Motor, Motorized N.C. Normally Closed NEC National Electrical Code NEMA National Electrical

Manufacturer's Association NFDS Non-Fused Safety Disconnect

Switch NIC Not In Contract NL Night Light N.O. Normally Open NPF Normal Power Factor NTS Not To Scale OC On Center OH Overhead OL Overloads PA Public Address PB Pull Box Or Pushbutton PE Pneumatic Electric PED Pedestal PF Power Factor PH Phase PIV Post Indicating Valve PNL Panel PP Power Pole PR Pair PRI Primary PROJ Projection PRV Power Roof Ventilator PT Potential Transformer PVC Polyvinyl Chloride (Conduit) PWR Power QUAN Quantity RCPT Receptacle REQD Required RM Room RSC Rigid Steel Conduit RTU Roof Top Unit SC Surface Conduit SEC Secondary SHT Sheet SIM Similar SLD Single-Line Diagram S/N Solid Neutral SPEC Specification SPKR Speaker SP Spare SPP Single-Point Power SR Surface Raceway SS Stainless Steel SSW Selector Switch S/S Stop/Start Pushbuttons STA Station STD Standard SURF Surface Mounted SW Switch SWBD Switchboard SYM Symmetrical SYS System TEL Telephone TERM Terminal TL Twist Lock TR Tamper Resistant T-STAT Thermostat TTC Telephone Terminal Cabinet TV Television TVTC Television Terminal Cabinet TYP Typical UC Under Counter UE Underground Electrical UG Underground UH Unit Heater UT Underground Telephone UTIL Utility UV Ultraviolet V Volt VA Volt-Amperes VDT Video Display Terminal VERT Vertical VFD Variable…