DRAWINGS - TEMPORARY SPS_Part3.pdf

JSSTJH

BID DOCUMENTS

05/30/2025

PALO ALTO VA MC

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

B100

RENOVATION AND

EXPANSION OF SPS

640-23-108 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930 EXP. 12/31/2025

ENG KS COA. NO. E-2586 EXP. 12/31/2025

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

OF 75

CIVIL/STRUCTURAL ENGR

H2B. INC.

1225 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

CS000

TOPOGRAPHIC SURVEY

5 721 ASI 1 05.30.2025

EXIST DROP ARM GATES

BUILDING 100

BUILDING 100

BUILDING 100

BUILDING 102

BUILDING 5

BUILDING 710

NEW STORAGE TRAILER

NEW MODULAR BUILDING

NEW MODULAR BUILDING

NEW SPS TRAILER 2NEW SPS TRAILER 1

NEW CORRIDOR

NEW GATE LOCATION

JSSTJH

BID DOCUMENTS

05/30/2025

PALO ALTO VA MC

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

B100

RENOVATION AND

EXPANSION OF SPS

640-23-108 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930 EXP. 12/31/2025

ENG KS COA. NO. E-2586 EXP. 12/31/2025

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

C 90672

HEN.J NIND GOT

C I V I L

RE

G I

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CA L I FORN IA

OF 75

CIVIL/STRUCTURAL ENGR

H2B. INC.

1225 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

SCALE: 1" = 40'

0 40' 80'

CS100

OVERALL LAYOUT

6 721 ASI 1 05.30.2025

97.49' 97.41'

.3

9'

97.47'97.71'

M

M

SS

SS

ST

SS

ST

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SS

SS

CO

SS

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MISC

UK

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GGGGGG

TV

E

E

MISC

MISC

97.49' 97.41'

.39

97.47'97.71'

M

M

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SS

ST

SS

SS

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MISC

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W

WATER VALVEELEV=98.34'TN ELEV=XX.XX'

E

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UK

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G G GGGGGG

TV

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E

MISC

MISC

97.49' 97.41'

.39

97.47'97.71'

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W

WATER VALVEELEV=98.34'TN ELEV=XX.XX'

E

IR

UK

CB

G G GGGGGG

TV

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MISC

97.49' 97.41'

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9'

97.47'97.71'

M

M

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SS

ST

SS

SS

SS

CO

SS

SS

MISC

UK

CB

GGGGGG

TV

E

E

MISC

MISC

JSSTJH

BID DOCUMENTS

05/30/2025

PALO ALTO VA MC

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

B100

RENOVATION AND

EXPANSION OF SPS

640-23-108 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930 EXP. 12/31/2025

ENG KS COA. NO. E-2586 EXP. 12/31/2025

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

C 90672

HEN.J NIND GOT

C I V I L

RE

G I

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CA L I FORN IA

OF 75

CIVIL/STRUCTURAL ENGR

H2B. INC.

1225 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

BENCHMARK: .

NEW GRAVEL

RE: DTL 2 / CS201

SCALE: 1" = 10'

0 10' 20'

CS101

PHASING LAYOUT

PHASE 1 - SITE PREPARATION

1" = 10'

PHASE 2 - INSTALL TRAILERS & MODULAR BUILDING

1" = 10'

PHASE 3 - INSTALL CORRIDOR & REMAINING TEMPORARY FEATURES

1" = 10'

PHASE 4 - REMOVE TEMPORARY FEATURES & RESTORE SITE

1" = 10'

PHASE DESCRIPTIONS: .

PHASE 1

1. RELOCATE EXISTING GENERATOR TRAILERS TO NEW

LOCATION SHOWN.

2. DEMOLISH FEATURES SHOWN ON DEMOLITION PLAN.

3. INSTALL UNDERGROUND UTILITIES.

4. INSTALL CORRIDOR FOUNDATIONS.

5. INSTALL COLD PATCH ASPHALT AT LOCATIONS SHOWN.

6. INSTALL NEW GRAVEL TO LEVEL OUT SURFACE.

PHASE 2

1. INSTALL SPS TRAILERS & EQUIPMENT.

2. INSTALL MODULAR BUILDINGS.

PHASE 3

1. INSTALL CORRIDOR.

2. INSTALL ABOVE-GRADE UTILITIES.

3. INSTALL REMAINING TEMPORARY FEATURES.

PHASE 4

1. REMOVE ALL ABOVE-GROUND FEATURES INSTALLED IN

PHASES 1-3.

2. REMOVE ALL UNDERGROUND UTILITIES INSTALLED IN

PHASES 1-3.

3. INSTALL ASPHALT PAVEMENT AND CURB SHOWN.

4. RETURN SITE TO EXISTING CONDITIONS. CONTRACTOR

TO COORDINATE WITH VA COR FOR ANY MATERIALS TO

BE RETURNED TO VA.

EXISTING FEATURES:

NEW FEATURES:

LEGEND: .

REFERENCE TOPOGRAPHIC SURVEY SHEET CS000 FOR

BENCHMARK INFORMATION.

UNDERGROUND ELECTRIC LINEUGE

STORM DRAINSD

SANITARY SEWERSS

COMMUNICATION LINECOM

WATER LINEW

CHILLED WATER LINECW

GAS LINEG

NEW TEMPORARY ASPHALT PAVEMENT

RE: DTL 1 / CS200

NEW ABOVE-GRADE FIRE ALARM CONDUIT

NEW ABOVE-GRADE COLD WATER

NEW ABOVE-GRADE HOT WATER

NEW ABOVE-GRADE HOT WATER RETURN

NEW ABOVE-GRADE ELECTRIC CONDUIT

NEW ABOVE-GRADE TELECOMMUNICATION

NOTES: .

1. CONTRACTOR TO PREPARE SITE AS NECESSARY TO FACILITATE

TRAILER & TEMPORARY BUILDING INSTALLATION. EXISTING

FEATURES NEEDING TO BE DEMOLISHED SHOULD BE

COORDINATED WITH VA. SITE SHALL BE RESTORED TO EXISTING

CONDITIONS FOLLOWING PROJECT COMPLETION.

NEW ASPHALT PAVEMENT

NEW TEMPORARY BUILDING FOUNDATION

NEW ABOVE-GRADE SANITARY SEWER

NEW UNDERGROUND WATER LINE

NEW UNDERGROUND ELECTRIC CONDUIT

7 721 ASI 1 05.30.2025

W

WATER VALVEELEV=99.64'TN ELEV=XX.XX'

W

WATER VALVEELEV=99.70'TN ELEV=XX.XX'

W

WATER VALVEELEV=99.68'TN ELEV=XX.XX'

SS

ST

W

WATER VALVEELEV=99.35'TN ELEV=XX.XX'

G

TE

99.27'

99.24'

99.24'

98.92'98.33'98.33'97.49' 97.41'

.3

9'

97.47'97.71'

G

TE

M

M

SS

SS

ST

SS

ST

SS

SS

SS

CO

SS

SS

MISC

SS

T

W

WATER VALVEELEV=98.34'TN ELEV=XX.XX'

E

IR

UK

E

CB

CB

CB

G G G G G G

EEE

GGGGG

E

M

IRIR

PB

TV

MISC

MISCCO

CO

GTE

E

E

C B

G

TE

CB

E

T

E

G

TEAC

AC

AC

CO

AC

AC

CO

E

MISC

MISC

IR

W

JSSTJH

BID DOCUMENTS

05/30/2025

PALO ALTO VA MC

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

B100

RENOVATION AND

EXPANSION OF SPS

640-23-108 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930 EXP. 12/31/2025

ENG KS COA. NO. E-2586 EXP. 12/31/2025

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

C 90672

HEN.J NIND GOT

C I V I L

RE

G I

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CA L I FORN IA

OF 75

CIVIL/STRUCTURAL ENGR

H2B. INC.

1225 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

BENCHMARK: .

CS102

DEMOLITION PLAN

KEYED NOTES: .

DEMOLITION PLAN:

SAWCUT (FULL DEPTH) (SEE NOTE 2)

REMOVE AND DISPOSE EXISTING FEATURE

PROTECT EXISTING FEATURE

S

NOTES: .

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN BASED

ON THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL

VERIFY THE EXACT LOCATIONS IN THE FIELD PRIOR TO

COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY

COR AT LEAST CALENDAR 30 DAYS BEFORE PROCEEDING WITH

ANY UTILITY SERVICE INTERRUPTIONS. CONTRACTOR SHALL

NOTIFY LOCAL UTILITY LOCATING SERVICES AT LEAST 48 HOURS

BEFORE PROCEEDING WITH ANY EXCAVATION TO LOCATE

PUBLIC UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATING PRIVATE UTILITIES PRIOR TO ANY EXCAVATION AND

SHALL BE RESPONSIBLE FOR COST FOR ANY REPAIRS TO UTILITY

DAMAGE.

2. PERFORM FULL DEPTH SAWCUT AT ALL PAVEMENT DEMOLITION

LIMITS.

3. FEATURES IDENTIFIED AS "PROTECT" THAT ARE LOCATED WITHIN

THE PAVEMENT DEMOLITION LIMITS ARE TO REMAIN AND SHALL

BE ADJUSTED TO FINAL GRADE.

4. ALL TREES ARE TO REMAIN AND SHALL BE PROTECTED, UNLESS

OTHERWISE NOTED.

5. ALL UTILITIES AND APPURTENANCES LOCATED OUTSIDE THE

LIMITS OF DEMOLITION ARE TO REMAIN AND SHALL BE

PROTECTED.

6. CONTRACTOR SHALL COORDINATE DEMOLITION WITH

CONSTRUCTION PHASING.

7. LIMITS OF DEMOLITION REQUIRED IS SHOWN IN SCHEMATIC

REPRESENTATION ONLY. LIMITS OF DEMOLITION TO BE VERIFIED

IN FIELD BY CONTRACTOR.

8. ALL DEMOLISHED MATERIAL TO BE DISPOSED OF OFF-SITE BY

CONTRACTOR.

9. WHERE PERFORMING FULL DEPTH PAVEMENT REPLACEMENT,

REMOVE EXISTING PAVEMENT, BASE, SUBGRADE AND CURB TO

LIMITS SHOWN.

10. CONTRACTOR TO PREPARE SITE AS NECESSARY TO FACILITATE

TRAILER & TEMPORARY BUILDING INSTALLATION. EXISTING

FEATURES NEEDING TO BE DEMOLISHED SHOULD BE

COORDINATED WITH VA.

11. OFFICE TRAILER TO BE RELOCATED BY OTHERS.

12. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR

STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE

RESTORED TO EXISTING CONDITIONS OR BETTER.

13. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND TREES

ALONG THE AREA OF EXCAVATION.

RELOCATE EXISTING FEATURE

EXISTING FEATURES:

LEGEND: .

REFERENCE TOPOGRAPHIC SURVEY SHEET CS000 FOR

BENCHMARK INFORMATION.

EXISTING PVMT TO BE REMOVED

R

P

L

UNDERGROUND ELECTRIC LINEUGE

STORM DRAINSD

SANITARY SEWERSS

COMMUNICATION LINECOM

WATER LINEW

CHILLED WATER LINECW

GAS LINEG

REMOVE EXISTING FEATURE

SCALE: 1" = 10'

0 10' 20'

ABANDON EXISTING FEATURE

ABANDON EXISTING FEATUREA

721 ASI 1 05.30.2025

W

WATER VALVEELEV=99.70'TN ELEV=XX.XX'

W

WATER VALVEELEV=99.68'TN ELEV=XX.XX'

SS

ST

W

WATER VALVEELEV=99.35'TN ELEV=XX.XX'

G

TE

99.27'

99.24'

99.24'

98.92'98.33'98.33'97.49' 97.41'

.3

9'

97.47'97.71'

G

TE

M

M

SS

SS

ST

SS

ST

SS

SS

SS

CO

SS

SS

MISC

SS

T

W

WATER VALVEELEV=98.34'TN ELEV=XX.XX'

E

IR

UK

E

CB

CB

CB

G G G G G G

EEE

GGGGG

E

M

IRIR

PB

TV

MISC

MISCCO

CO

GTE

E

E

C B

G

TE

CB

E

T

E

G

TEAC

AC

AC

CO

AC

AC

CO

E

MISC

MISC

IR

W

JSSTJH

BID DOCUMENTS

05/30/2025

PALO ALTO VA MC

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

B100

RENOVATION AND

EXPANSION OF SPS

640-23-108 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930 EXP. 12/31/2025

ENG KS COA. NO. E-2586 EXP. 12/31/2025

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

C 90672

HEN.J NIND GOT

C I V I L

RE

G I

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CA L I FORN IA

OF 75

CIVIL/STRUCTURAL ENGR

H2B. INC.

1225 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

BENCHMARK: .NOTES: .

KEYED NOTES: .

NEW TEMPORARY SPS TRAILER

NEW TEMPORARY MODULAR BUILDING

NEW TEMPORARY CORRIDOR

NEW TEMPORARY GENERATOR TRAILER,

SEE NOTE 7 THIS SHEET

NEW TEMPORARY SPS STORAGE UNIT,

SEE NOTE 7 THIS SHEET

NEW TEMPORARY ABOVE-GRADE SEWER

NEW UNDERGROUND WATERLINE

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY COR AT LEAST 10 DAYS

BEFORE PROCEEDING WITH ANY UTILITY SERVICE

INTERRUPTIONS. CONTRACTOR SHALL NOTIFY LOCAL

UTILITY LOCATING SERVICES AT LEAST 48 HOURS BEFORE

PROCEEDING WITH ANY EXCAVATION TO LOCATE PUBLIC

UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATING PRIVATE UTILITIES PRIOR TO ANY EXCAVATION

AND SHALL BE RESPONSIBLE FOR COST FOR ANY REPAIRS

TO UTILITY DAMAGE.

2. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR

STRUCTURE DISTURBED DURING CONSTRUCTION SHALL

BE RESTORED TO EXISTING CONDITIONS OR BETTER.

3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND

TREES ALONG THE AREA OF EXCAVATION.

4. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION

OF OSHA REGULATIONS AND THE STATE OF CALIFORNIA

LAWS CONCERNING EXCAVATION.

5. CONTRACTOR TO COORDINATE WITH VA FOR LOCATION OF

MATERIAL STOCKPILING AND STAGING AREA.

6. CONTRACTOR TO PROVIDE CONSTRUCTION AND SAFETY

SIGN PER VA REQUIREMENTS AT LOCATIONS AROUND THE

SITE.

7. FINAL LOCATION OF GENERATOR TRAILERS AND SPS

STORAGE UNITS SHALL BE COORDINATED WITH COR.

8. CONTRACTOR RESPONSIBLE FOR PROCURING

TEMPORARY TRAILERS AND TEMPORARY MODULAR

BUILDINGS.

9. CONTRACTOR TO PROVIDE 4'x8'x1" STEEL ROAD PLATES.

CS103

DETAILED SITE PLAN

NEW ABOVE-GRADE FIRE ALARM CONDUIT

NEW MOBILE DOMESTIC HOT WATER SYSTEM

NEW ROAD STEEL PLATES

NEW PHYSICAL SECURITY BARRIERS

RE: DTL 3 / CS200

NEW TEMPORARY ROAD STEEL PLATES,

SEE NOTE 9

EXISTING TRANSFORMER

EXISTING FEATURES:

NEW FEATURES:

UNDERGROUND ELECTRIC LINEUGE

STORM DRAINSD

SANITARY SEWERSS

COMMUNICATION LINECOM

WATER LINEW

CHILLED WATER LINECW

GAS LINEG

LEGEND: .

REFERENCE TOPOGRAPHIC SURVEY SHEET CS000 FOR

BENCHMARK INFORMATION.

NEW LOCATION OF EXISTING GENERATOR TRAILERS,

SEE NOTE 7 THIS SHEET

NEW ABOVE-GRADE TELECOMMUNICATION LINE

NEW ABOVE-GRADE ELECTRICAL CONDUIT

NEW ABOVE-GRADE COLD WATER

NEW ABOVE-GRADE HOT WATER

NEW ABOVE-GRADE HOT WATER RETURN

NEW STRUCTURAL FOUNDATION

NEW HELICAL AUGER ANCHOR

NEW TRANSFORMER ON CONC PAD.

RE: DTL 8 / CS200

NEW TEMPORARY ASPHALT PAVEMENT

RE: DTL 1 / CS200

NEW ABOVE-GRADE FIRE ALARM CONDUIT

NEW ABOVE-GRADE SANITARY SEWER

NEW UNDERGROUND WATER LINE

NEW ABOVE-GRADE COLD WATER

NEW ABOVE-GRADE HOT WATER

NEW ABOVE-GRADE HOT WATER RETURN

NEW ABOVE-GRADE ELECTRIC CONDUIT

NEW ABOVE-GRADE TELECOMMUNICATION

NEW TEMPORARY BUILDING FOUNDATION

SCALE: 1" = 10'

0 10' 20'

NEW UNDERGROUND ELECTRIC CONDUIT

NEW UNDERGROUND ELECTRICAL CONDUIT

NEW GRAVEL

RE: DTL 2 / CS201

721 ASI 1 05.30.2025

INV. 4" IN=96.40

INV. 4" OUT=100.10

AD RIM= 101.51

INV. 4" OUT=100.26 INV.=99.59TOP OF TD=100.46

INV.=99.45TOP OF TD=100.44

AD RIM=101.51

INV. 6" OUT=100.01

6" SDCO w/ BOX & COVER

TRENCH DRAIN

RIM=100.46

AD RIM=101.51

INV. 4" OUT= 100.41

6" SDCO w/ BOX & COVER

INV. 4" OUT=100.26

AD RIM=101.51

RIM=100.46

INV.=100.08

BOX INV.=72.21

BUBBLER CB RIM=97.50

INV. 8" IN=96.47

INV. 8" OUT=95.38

INV. 6" IN=97.04

JB RIM=100.16

BUBBLER CB, RIM=

INV. 6" IN=96.93

INV. 6" IN=96.99

BUBBLER CB, RIM=INV. 8" SD THRU=95.26WYE ION

INV.=97.61 5' FROM BLDG.

6" RL (3060 Ø)

INV.=97.61 FROM BLDG.

6" OL (3060 Ø)

INV.=97.11 FROM BLDG.

6" OL (10,650 Ø)

INV.=95.73 5' FROM BLDG.

6" RL (10,650 Ø)

INV.=97.11 FROM BLDG.

6" OL (3060 Ø)

INV.=97.11 5' FROM BLDG.

6" RL (3060 Ø)

INV. 6" OUT=97.21

AD RIM=100.21

INV. 6" OUT=97.21

AD RIM=100.21

INV. 6" OUT=97.21

AD RIM=100.21

AD RIM=100.37

INV. 4" OUT=97.83

INV. 4" OUT=97.88

AD RIM=100.38

INV. 4" OUT=97.85

AD RIM=100.35

INV. 4" OUT=97.83

AD RIM=100.33

INV. 4" OUT=97.21

AD RIM=100.01

INV. 4" OUT=97.87

AD RIM=100.37

INV. 4" OUT=97.98

AD RIM=100.48

AD RIM=100.41

INV. 4" OUT=97.91

INV. 4" OUT=97.98AD RIM=100.48

INV. 12" OUT=94.50

INV. 12" IN=94.60

AD RIM=100.16

INV. 6" OUT=97.16

INV. 8" IN=96.51BUBBLER CB

8" RL (10,800 Ø)

INV.=96.61 5' FROM BLDG.

INV.=96.61 5' FROM BLDG.8" OL (10,800 Ø)

INV.=100.08

RIM=100.46

TRENCH DRAIN

TRENCH DRAIN

INV. 12" IN=74.11

SD PUMP STATION

FL OF TRENCH DRAIN

@ S=1%

JB, SOLID TOP, RIM=98.26

INV. 4" IN=97.82

INV. 6" OUT=96.93INV. 6" OUT=97.21AD RIM=100.21

INV. 6" OUT=97.21AD RIM=100.21

INV. 6" OUT=97.21AD RIM=100.21

INV. 6" OUT=100.01

INV. 4" OUT=100.01

AD RIM=101.51

AD RIM=101.51

INV. 4" OUT= 100.10

BUBBLER CB, RIM=97.80

INV. 8" IN=96.438" OL (11,100 Ø)

INV.=96.61 5' FROM BLDG.

8" RL (11,100 Ø)

INV.=96.61 FROM BLDG.

INV. 6" OUT=97.89

AD RIM=100.39

INV. 6" OUT=97.44

AD RIM=100.21

AD RIM=100.28

INV. 6" OUT=97.78

INV. 6" OUT=97.81

AD RIM=100.31

INV. 6" OUT=97.57

AD RIM=100.15

INV. 12" OUT=96.00

AD RIM=100.00

8" RL (9300 Ø)

INV.=96.61 5' FROM BLDG.

INV.=96.61 5' FROM BLDG.8" OL (9300 Ø)

INV.=97.43

RIM=100.34

BUBBLER CATCH BASIN

8" OL

INV.=97.65 3' FROM BLDG.

INV.=97.06 5' FROM BLDG.8" RL

AD RIM=100.12

INV. 12" IN=95.02

INV. 12" THRU=95.28AD RIM=99.98

INV. 12" PVC THRU=95.82AD RIM=99.92

INV. 12" OUT=95.02

INV. 4" OUT=99.59

INV. 4" IN TO ELBOW=99.51

INV. 4" OUT FROM ELBOW=98.46

24"x36" HATCH

GRATE 83.80

TWO VERTICAL ELBOWS

INV. 12" IN=88.01

TC @ CI=93.01

INV. 21" IN=87.45

SDMH RIM=96.35

INV. 21" OUT=87.25

INV. 12" OUT=93.19

TC @ CI=98.09

CB RIM=92.41

INV. 12" OUT=88.41

TC @ CI=89.98

INV. 12" OUT=84.98

INV. 21" IN=86.28

INV. 21" OUT=86.18

EX 2,000 GAL SS TANK

SSMHRIM=98.44

INV=90.54 8" PIPE (SW)

INV=90.54 8" PIPE (N)

AREA LIGHT

ST LT BOX

98.73

AREA LIGHT

99.92

ST LT BOX

100.14AREA LIGHT

99.88

AREA LIGHT

99.58

AREA LIGHT98.86

AREA LIGHT98.35

AREA LIGHT97.46

ST LT BOX

98.86

ELECTROLIER ON

2' CONC BASE99.23

AREA DRAIN

INV=97.28 6" PIPE THRU(N&S)

4" PIPE

MH99.37 99.35

CLEAN OUT

MONITOR WELL

"BP-70"

(APPROX.)

ABANDONED

SSMHRIM=100.41

INV=93.61 6" VCP (IN W)

INV=93.51 6" VCP (IN SW)

INV=93.41 8" VCP (OUT)

SDDI #8222

GRATE= 100.25

8" (IN) W INV= 96.45

12" RCP (IN) E INV= 94.85

12" RCP (IN) S INV= 93.65

18" RCP (OUT) N INV= 93.45

SDAI #8221

GRATE= 100.48

4" PVC (OUT) S INV= 97.68

INV=90.31 8" PVC (S)

INV=69.19 12" PIPE THRU(E&W)

RIM=98.19

SSMH

SSMH #7876

RIM= 82.58

TOP OF FLUID= 71.60

TOP OF SLUDGE= 70.60

SSMH #7877

RIM= 81.47

4" VCP (IN) NE INV= 77.07

4" VCP (IN) NE INV= 76.87

8" VCP (IN) SE INV= 76.07

8" VCP (OUT) N INV= 76.02

6" IRRI MAIN

6" IRRI MAIN

4" IRRI M

AIN

6" IRRI M

AIN

6" IRRI MAIN

6" IRRI MAIN

6" IRRI MAIN

ACID NEUTRALIZATION TANK

RIM=97.65

4" IN=93.53

4" OUT=93.28

TANK INV= 87.20

SSMH (NOT USED)

RIM 83.60

EX INV 72.65

INV OUT 72.55 (8" E)

EX SSMH

INV OUT 75.60 (8" N)

INV OUT 75.68 (8" N)

SSMHRIM TBD (SEE LANDSCAPE PLANS FOR SURFACE GRADES)

EX INV 74.30±

INV OUT 74.13

JB RIM

FLUSH w/ PAVEM

ENT

INV. 6" IN=75.69

INV. 12" IN=75.18

INV. 12" OUT=75.08

TC @

CI=98.14

INV. 12" IN=90.54 N

INV. 15" IN=90.24 S

INV. 18" IN=88.24

INV. 21" OUT=88.24

SSMH

RIM=97.80

INV=68.70 (12" THRU)

INV=91.5 (6" E)

TC @

CI=97.31

INV. 12" IN=91.81 W

INV. 12" IN=90.91 S

INV. 15" OUT=90.81 E

TC @

CI=98.41

INV. 6" IN=95.72

INV. 12" IN=91.91

INV. 12" OUT=91.81

AD RIM=101.51

INV. 6" IN=96.52 SW

INV. 6" IN=99.55 N

INV. 6" OUT=96.42

6" SDCO w/ BOX & COVER

INV.=99.65

TOP OF TD=80.54

INV. OF TD=80.04

6" RL

INV.=96.71

TC @

CI=96.81

INV. 12" OUT=92.71

AD RIM=98.80

INV. 4" OUT=100.02FL OF TD

@ 0.6%

TOP OF TD=80.31

INV. TD=75.31

INV. 12" OUT=75.31

TOP OF TD=80.31

INV. TD=79.36

INV. TD=75.31

TOP OF TD=80.31

INV. TD=79.24

INV. TD=75.31

TOP OF TD=100.46

INV.=99.61

TOP OF TD=100.46

INV. 4" OUT=98.46

AD RIM

=100.16

INV. 6" OUT=97.16

JB, SOLID TOP, RIM

=100.40

INV. 4" IN=96.61 E

INV. 4" IN=98.20 S

INV. 8" RL IN=96.13

INV. 8" IN=96.93 W

INV. 12" OUT=95.80

AD RIM

=100.28

INV. 6" OUT=97.78

AD RIM

=100.39

INV. 6" OUT=97.78

JB, SOLID TOP, RIM

=100.51

INV. 2-6" IN=97.72

INV. 8" OUT=97.39

JB, SOLID TOP, RIM

=100.51

INV. 2-6" IN=97.64

INV. 10" OUT=97.31

AD RIM

=100.31

INV. 6" OUT=97.67

12" W

IDE TRENCH DRAIN

RIM

=80.31

TOP OF TD=80.31

INV. TD=79.81

4" RL (3240Ø)

INV.=99.42 5' FROM

12" WIDE TRENCH DRAIN

RIM=80.54

TOP OF TD=80.54

INV. OF TD=79.71

INV. OF TD=76.21

INV. 6" OUT=76.21

TOP OF TD=80.31

INV. TD=79.81

TC @ CI=96.98

INV. 12" OUT=94.48

POTHOLE

EG 97.6

DEPTH 78"

LOOP RD

JSSTJH

BID DOCUMENTS

05/30/2025

PALO ALTO VA MC

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

B100

RENOVATION AND

EXPANSION OF SPS

640-23-108 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930 EXP. 12/31/2025

ENG KS COA. NO. E-2586 EXP. 12/31/2025

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

C 90672

HEN.J NIND GOT

C I V I L

RE

G I

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CA L I FORN IA

OF 75

CIVIL/STRUCTURAL ENGR

H2B. INC.

1225 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

BENCHMARK: .NOTES: .

KEYED NOTES: .

NEW TEMPORARY TRAILER

1. UTILITIES PRESENTED ON THESE DRAWINGS ARE SHOWN

BASED ON THE BEST AVAILABLE INFORMATION.

CONTRACTOR SHALL VERIFY THE EXACT LOCATIONS IN

THE FIELD PRIOR TO COMMENCING CONSTRUCTION.

CONTRACTOR SHALL NOTIFY COR AT LEAST 10 DAYS

BEFORE PROCEEDING WITH ANY UTILITY SERVICE

INTERRUPTIONS. CONTRACTOR SHALL NOTIFY LOCAL

UTILITY LOCATING SERVICES AT LEAST 48 HOURS BEFORE

PROCEEDING WITH ANY EXCAVATION TO LOCATE PUBLIC

UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATING PRIVATE UTILITIES PRIOR TO ANY EXCAVATION

AND SHALL BE RESPONSIBLE FOR COST FOR ANY REPAIRS

TO UTILITY DAMAGE.

2. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES

DURING CONSTRUCTION AND ANY DRAINAGE DITCH OR

STRUCTURE DISTURBED DURING CONSTRUCTION SHALL

BE RESTORED TO EXISTING CONDITIONS OR BETTER.

3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO

PROTECT ROOT SYSTEMS OF SHRUBS, PLANTS, AND

TREES ALONG THE AREA OF EXCAVATION.

4. CONTRACTOR SHALL COMPLY WITH THE LATEST EDITION

OF OSHA REGULATIONS AND THE STATE OF CALIFORNIA

LAWS CONCERNING EXCAVATION.

5. CONTRACTOR TO COORDINATE WITH VA FOR LOCATION OF

MATERIAL STOCKPILING AND STAGING AREA.

6. CONTRACTOR TO PROVIDE CONSTRUCTION AND SAFETY

SIGN PER VA REQUIREMENTS AT LOCATIONS AROUND THE

SITE.

7. FINAL LOCATION OF GENERATOR TRAILERS AND SPS

STORAGE UNITS SHALL BE COORDINATED WITH COR.

8. CONTRACTOR RESPONSIBLE FOR PROCURING

TEMPORARY TRAILERS AND TEMPORARY MODULAR

BUILDINGS.

CS104

DETAILED SITE PLAN - LOADING DOCK

EXISTING FEATURES:

NEW FEATURES:

UNDERGROUND ELECTRIC LINEUGE

STORM DRAINSD

SANITARY SEWERSS

COMMUNICATION LINECOM

WATER LINEW

CHILLED WATER LINECW

GAS LINEG

LEGEND: .

EXISTING FEATURES AND ELEVATIONS PRESENTED ON

THIS SHEET ARE BASED ON THE BEST AVAILABLE

INFORMATION. HORIZONTAL AND VERTICAL DATUMS

HAVE NOT BEEN CONFIRMED.

NEW ASPHALT PAVEMENT

RE: DTL 1 / CS200

NEW ABOVE-GRADE FIRE ALARM CONDUIT

NEW ABOVE-GRADE SANITARY SEWER

NEW UNDERGROUND WATER LINE

NEW ABOVE-GRADE COLD WATER

NEW ABOVE-GRADE HOT WATER

NEW ABOVE-GRADE HOT WATER RETURN

NEW ABOVE-GRADE ELECTRIC CONDUIT

NEW ABOVE-GRADE TELECOMMUNICATION

SCALE: 1" = 20'

0 20' 40'

NEW UNDERGROUND ELECTRIC CONDUIT

NEW VEHICULAR SWING GATE

NEW ASPHALT PAVEMENT

NEW UNDERGROUND TELECOMMUNICATION LINE

NEW CONCRETE SIDEWALK

NEW ABOVE-GRADE FIRE ALARM CONDUIT

NEW CONCRETE SIDEWALK

10 721 ASI 1 05.30.2025

W

WATER VALVEELEV=99.70'TN ELEV=XX.XX'

W

WATER VALVEELEV=99.68'TN ELEV=XX.XX'

SS

ST

W

WATER VALVEELEV=99.35'TN ELEV=XX.XX'

G

TE

99.27'

99.24'

99.24'

98.92'98.33'98.33'97.49' 97.41'

.3

9'

97.47'97.71'

99.45'

99.10' 99.07'

99.42'

99.61'

99.27'

99.73'

99.18'99.08'

99.33' 99.08'

98.97'

99.21'

98.39'

G

TE

100.15' 99.89' 99.61' 99.32'

99.12'

99.15'

99.26'

99.44'

100.18' 100.05' 99.26' 98.52'

97.82'

97.45'

97.81'

98.19'

98.51'98.91'

99.38' 99.94'100.11'

100.19' 99.91' 99.33'

99.12'

98.93'

99.67'

99.60'

99.90' 100.06'

100.40'

96.44'96.37'

96.50'

97.07'

96.93'

97.49' 97.49'

97.67'

97.93'

97.97'

98.39'

99.47'

99.50'

M

M

SS

SS

ST

SS

ST

SS

SS

SS

CO

SS

SS

MISC

SS

T

W

WATER VALVEELEV=98.34'TN ELEV=XX.XX'

E

IR

UK

E

CB

CB

CB

G G G G G G

EEE

GGGGG

E

M

IRIR

PB

TV

MISC

MISCCO

CO

GTE

E

E

C B

G

TE

CB

E

T

E

G

TEAC

AC

AC

CO

AC

AC

CO

E

MISC

MISC

IR

W

MATCH EXIST

FG=±97.97

MATCH EXIST

FG=±98.66

MATCH EXIST

FG=±99.58

MATCH EXIST

FG=±99.50

MATCH EXIST

FG=±99.11

MATCH EXIST

FG=±98.98

MATCH EXIST

FG=±98.38

MATCH EXIST

FG=±97.90

MATCH EXIST

FG=±97.64

MATCH EXIST

FG=±97.76

MATCH EXIST

FG=±98.79

MATCH EXIST

FG=±99.67

MATCH EXIST

FG=±99.47

MATCH EXIST

FG=±98.28

JSSTJH

BID DOCUMENTS

05/30/2025

PALO ALTO VA MC

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

B100

RENOVATION AND

EXPANSION OF SPS

640-23-108 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930 EXP. 12/31/2025

ENG KS COA. NO. E-2586 EXP. 12/31/2025

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

C 90672

HEN.J NIND GOT

C I V I L

RE

G I

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CA L I FORN IA

OF 75

CIVIL/STRUCTURAL ENGR

H2B. INC.

1225 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

BENCHMARK: .NOTES: .

CS105

GRADING PLAN

EXISTING FEATURES:

NEW FEATURES:

UNDERGROUND ELECTRIC LINEUGE

STORM DRAINSD

SANITARY SEWERSS

COMMUNICATION LINECOM

WATER LINEW

CHILLED WATER LINECW

GAS LINEG

LEGEND: .

REFERENCE TOPOGRAPHIC SURVEY SHEET CS000 FOR

BENCHMARK INFORMATION.

SCALE: 1" = 10'

0 10' 20'

1. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS.

11 721 ASI 1 05.30.2025

WATER VALVEELEV=99.68'TN ELEV=XX.XX'

SS

ST

W

WATER VALVEELEV=99.35'TN ELEV=XX.XX'

G

TE

99.24'

98.92'98.33'98.33'97.49' 97.41'

.3

9'

97.47'97.71'

G

TE

M

M

SS

SS

ST

SS

ST

SS

SS

SS

CO

SS

SS

MISC

SS

T

W

WATER VALVEELEV=98.34'TN ELEV=XX.XX'

E

IR

UK

E

CB

CB

CB

G G G G G G

EEE

GGGGG

E

M

IRIR

PB

TV

MISC

MISCCO

CO

GTE

E

E

C B

G

TE

CB

E

T

E

G

TEAC

AC

AC

CO

AC

AC

CO

E

MISC

MISC

IR

W

JSSTJH

BID DOCUMENTS

05/30/2025

PALO ALTO VA MC

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

B100

RENOVATION AND

EXPANSION OF SPS

640-23-108 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930 EXP. 12/31/2025

ENG KS COA. NO. E-2586 EXP. 12/31/2025

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

C 90672

HEN.J NIND GOT

C I V I L

RE

G I

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CA L I FORN IA

OF 75

CIVIL/STRUCTURAL ENGR

H2B. INC.

1225 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

BENCHMARK: .

LEGEND: .

REFERENCE TOPOGRAPHIC SURVEY SHEET CS000 FOR

BENCHMARK INFORMATION.

EXISTING FEATURES:

NEW FEATURES:

SCALE: 1" = 10'

0 10' 20'

CS106

UTILITY PLAN

NOTES: .

1. NEW ABOVE-GRADE UTILITIES SHALL BE OF MATERIAL

SPECIFIED BY MEP DRAWINGS. NEW UNDERGROUND FIRE

LINE SHALL BE PVC C900.

2. NEW UNDERGROUND WATER LINE MINIMUM COVER

42-INCHES.

3. MAINTAIN 2-FEET VERTICAL AND 9-FEET HORIZONTAL

BETWEEN WATER AND NON-PRESSURE RATED SANITARY

SEWER. MAINTAIN MINIMUM 9-FEET HORIZONTAL BETWEEN

WATER LINE AND OUTSIDE WALL OF SANITARY SEWER

MANHOLE.

4. COORDINATE THIS PLAN WITH PLUMBING DRAWINGS.

5. CONTRACTOR SHALL INSTALL CONTINUOUS

UNDERGROUND WARNING TAPE 12" DIRECTLY OVER

WATER LINE. WARNING TAPE SHALL BE STANDARD, 4 MIL

POLYETHYLENE, 3-INCH WIDE TAPE, DETECTABLE TYPE,

BLUE WITH BLACK LETTERS AND IMPRINTED WITH "CAUTION

BURIED WATER LINE BELOW".

6. REMOVE EXIST MANHOLE COVER AND REPLACE WITH

MODIFIED EJCO 4000 SERIES (OR EQUAL) TEMPORARY

SAFETY COVER. COVER SHALL ACCEPT 4" SANITARY PIPE

FROM TRAILER.

7. FOR SANITARY SEWER UTILITIES: CONTRACTOR TO

PROVIDE FREESTANDING PIPE SUPPORT AT MAXIMUM 5 FT

ON-CENTER SPACING. RE: DTL 4 / CS200

8. REFERENCE PLUMBING DETAILS FOR MOBILE DOMESTIC

HOT WATER SYSTEM PLUMBING.

9. REFERENCE PLUMBING SHEETS FOR TEMPORARY

MODULAR SANITARY AND DOMESTIC WATER EXTENSIONS.

10. CONTRACTOR TO ROUTE ABOVE-GRADE ELECTRICAL

CONDUIT UNDER CORRIDOR TO PREVENT TRIP HAZARD IN

FRONT OF CORRIDOR STAIRS.

11. REFERENCE DETAILS 6 & 7 ON SHEET CS200 FOR

WATERLINE OFFSET AND WATERLINE BEDDING/BACKFILL.

CONTRACTOR TO POTHOLE ALL EXISTING

UTILITIES NEAR THE PROPOSED FOUNDATIONS

AND NOTIFY THE ENGINEER OF ANY

DISCREPANCIES FROM THE DESIGN DRAWING.

CALL UNDERGROUND SERVICE ALERT (USA) AT

811 AT LEAST 48 HOURS PRIOR TO

EXCAVATION. IN THE EVENT THAT A PUBLIC

UTILITY SERVICE IS DISTURBED OR DAMAGED,

CALL THE CITY OF PALO ALTO UTILITIES 24/7

DISPATCH AT (650) 329- 2579.

UNDERGROUND ELECTRIC LINEUGE

STORM DRAINSD

SANITARY SEWERSS

COMMUNICATION LINECOM

WATER LINEW

CHILLED WATER LINECW

GAS LINEG

NEW UNDERGROUND FIRE ALARM CONDUIT

NEW ABOVE-GRADE COLD WATER

NEW ABOVE-GRADE HOT WATER

NEW ABOVE-GRADE HOT WATER RETURN

NEW UNDERGROUND ELECTRIC

NEW UNDERGROUND TELECOMMUNICATION

KEYED NOTES: .

CONNECT NEW FIRE LINE TO EXIST WATERLINE w/ 10"x6" TS&V

NEW 6"x6"x3" TEE

NEW 6" FIRE LINE

NEW 3" WATERLINE

NEW 45° BEND

CONNECT FIRE LINE TO TRAILER

NEW MOBILE DOMESTIC HOT WATER SYSTEM

NEW 2.5" COLD WATER LINE

NEW 1.5" HOT WATER LINE

NEW 3/4" HOT WATER RETURN LINE

CONNECT COLD WATER LINE TO TRAILER/MOD BLDG

CONNECT HOT WATER LINE TO TRAILER/MOD BLDG

CONNECT NEW SANITARY SEWER TO EXIST MH, SEE NOTE 6

RE: DTL 2 / CS200

NEW 4" SANITARY SEWER

CONNECT SANITARY SEWER TO TEMPORARY BUILDING

RE: MEP

CONNECT FIRE ALARM CONDUITS TO BLDG 102 PANEL

NEW FIRE ALARM CONDUIT

CONNECT FIRE ALARM CONDUIT TO TRAILER

CONNECT TO EXIST UNDERGROUND TELECOM

NEW TELECOM CONDUIT

CONNECT TELECOM TO TRAILER/MOD BLDG

NEW ELECTRICAL CONDUIT

CONNECT ELECTRICAL TO TRAILER/MOD BLDG

NEW TEMPORARY BUILDING FOUNDATION

NEW TEMPORARY GENERATOR TRAILER

EXISTING TRANSFORMER

CONNECT DRAIN TO AIR CONDITIONER, RE: MECH

TEMPORARY 1" DRAIN FOR AIR CONDITIONER, RE: MECH

NEW TRANSFORMER, RE: ELEC

EXISTING FIRE HYDRANT

EXISTING POST INDICATOR VALVE

EXISTING FIRE DEPARTMENT CONNECTION

NEW ABOVE-GRADE SANITARY SEWER

NEW UNDERGROUND WATER LINE

NEW UNDERGROUND ELECTRIC CONDUIT

12 721 ASI 1 05.30.2025

INV. 4" IN=96.40

INV. 4" OUT=100.10

AD RIM= 101.51

INV. 4" OUT=100.26 INV.=99.59TOP OF TD=100.46

INV.=99.45TOP OF TD=100.44

AD RIM=101.51

INV. 6" OUT=100.01

6" SDCO w/ BOX & COVER

TRENCH DRAIN

RIM=100.46

AD RIM=101.51

INV. 4" OUT= 100.41

6" SDCO w/ BOX & COVER

INV. 4" OUT=100.26

AD RIM=101.51

RIM=100.46

INV.=100.08

BOX INV.=72.21

BUBBLER CB RIM=97.50

INV. 8" IN=96.47

INV. 8" OUT=95.38

INV. 6" IN=97.04

JB RIM=100.16

BUBBLER CB, RIM=

INV. 6" IN=96.93

INV. 6" IN=96.99

BUBBLER CB, RIM=INV. 8" SD THRU=95.26WYE ION

INV.=97.61 5' FROM BLDG.

6" RL (3060 Ø)

INV.=97.61 FROM BLDG.

6" OL (3060 Ø)

INV.=97.11 FROM BLDG.

6" OL (10,650 Ø)

INV.=95.73 5' FROM BLDG.

6" RL (10,650 Ø)

INV.=97.11 FROM BLDG.

6" OL (3060 Ø)

INV.=97.11 5' FROM BLDG.

6" RL (3060 Ø)

INV. 6" OUT=97.21

AD RIM=100.21

INV. 6" OUT=97.21

AD RIM=100.21

INV. 6" OUT=97.21

AD RIM=100.21

AD RIM=100.37

INV. 4" OUT=97.83

INV. 4" OUT=97.88

AD RIM=100.38

INV. 4" OUT=97.85

AD RIM=100.35

INV. 4" OUT=97.83

AD RIM=100.33

INV. 4" OUT=97.21

AD RIM=100.01

INV. 4" OUT=97.87

AD RIM=100.37

INV. 4" OUT=97.98

AD RIM=100.48

AD RIM=100.41

INV. 4" OUT=97.91

INV. 4" OUT=97.98AD RIM=100.48

INV. 12" OUT=94.50

INV. 12" IN=94.60

AD RIM=100.16

INV. 6" OUT=97.16

INV. 8" IN=96.51BUBBLER CB

8" RL (10,800 Ø)

INV.=96.61 5' FROM BLDG.

INV.=96.61 5' FROM BLDG.8" OL (10,800 Ø)

INV.=100.08

RIM=100.46

TRENCH DRAIN

TRENCH DRAIN

INV. 12" IN=74.11

SD PUMP STATION

FL OF TRENCH DRAIN

@ S=1%

JB, SOLID TOP, RIM=98.26

INV. 4" IN=97.82

INV. 6" OUT=96.93INV. 6" OUT=97.21AD RIM=100.21

INV. 6" OUT=97.21AD RIM=100.21

INV. 6" OUT=97.21AD RIM=100.21

INV. 6" OUT=100.01

INV. 4" OUT=100.01

AD RIM=101.51

AD RIM=101.51

INV. 4" OUT= 100.10

BUBBLER CB, RIM=97.80

INV. 8" IN=96.438" OL (11,100 Ø)

INV.=96.61 5' FROM BLDG.

8" RL (11,100 Ø)

INV.=96.61 FROM BLDG.

INV. 6" OUT=97.89

AD RIM=100.39

INV. 6" OUT=97.44

AD RIM=100.21

AD RIM=100.28

INV. 6" OUT=97.78

INV. 6" OUT=97.81

AD RIM=100.31

INV. 6" OUT=97.57

AD RIM=100.15

INV. 12" OUT=96.00

AD RIM=100.00

8" RL (9300 Ø)

INV.=96.61 5' FROM BLDG.

INV.=96.61 5' FROM BLDG.8" OL (9300 Ø)

INV.=97.43

RIM=100.34

BUBBLER CATCH BASIN

8" OL

INV.=97.65 3' FROM BLDG.

INV.=97.06 5' FROM BLDG.8" RL

AD RIM=100.12

INV. 12" IN=95.02

INV. 12" THRU=95.28AD RIM=99.98

INV. 12" PVC THRU=95.82AD RIM=99.92

INV. 12" OUT=95.02

INV. 4" OUT=99.59

INV. 4" IN TO ELBOW=99.51

INV. 4" OUT FROM ELBOW=98.46

24"x36" HATCH

GRATE 83.80

TWO VERTICAL ELBOWS

INV. 12" IN=88.01

TC @ CI=93.01

INV. 21" IN=87.45

SDMH RIM=96.35

INV. 21" OUT=87.25

INV. 12" OUT=93.19

TC @ CI=98.09

CB RIM=92.41

INV. 12" OUT=88.41

TC @ CI=89.98

INV. 12" OUT=84.98

INV. 21" IN=86.28

INV. 21" OUT=86.18

EX 2,000 GAL SS TANK

SSMHRIM=98.44

INV=90.54 8" PIPE (SW)

INV=90.54 8" PIPE (N)

AREA LIGHT

ST LT BOX

98.73

AREA LIGHT

99.92

ST LT BOX

100.14AREA LIGHT

99.88

AREA LIGHT

99.58

AREA LIGHT98.86

AREA LIGHT98.35

AREA LIGHT97.46

ST LT BOX

98.86

ELECTROLIER ON

2' CONC BASE99.23

AREA DRAIN

INV=97.28 6" PIPE THRU(N&S)

4" PIPE

MH99.37 99.35

CLEAN OUT

MONITOR WELL

"BP-70"

(APPROX.)

ABANDONED

SSMHRIM=100.41

INV=93.61 6" VCP (IN W)

INV=93.51 6" VCP (IN SW)

INV=93.41 8" VCP (OUT)

SDDI #8222

GRATE= 100.25

8" (IN) W INV= 96.45

12" RCP (IN) E INV= 94.85

12" RCP (IN) S INV= 93.65

18" RCP (OUT) N INV= 93.45

SDAI #8221

GRATE= 100.48

4" PVC (OUT) S INV= 97.68

INV=90.31 8" PVC (S)

INV=69.19 12" PIPE THRU(E&W)

RIM=98.19

SSMH

SSMH #7876

RIM= 82.58

TOP OF FLUID= 71.60

TOP OF SLUDGE= 70.60

SSMH #7877

RIM= 81.47

4" VCP (IN) NE INV= 77.07

4" VCP (IN) NE INV= 76.87

8" VCP (IN) SE INV= 76.07

8" VCP (OUT) N INV= 76.02

6" IRRI MAIN

6" IRRI MAIN

4" IRRI M

AIN

6" IRRI M

AIN

6" IRRI MAIN

6" IRRI MAIN

6" IRRI MAIN

ACID NEUTRALIZATION TANK

RIM=97.65

4" IN=93.53

4" OUT=93.28

TANK INV= 87.20

SSMH (NOT USED)

RIM 83.60

EX INV 72.65

INV OUT 72.55 (8" E)

EX SSMH

INV OUT 75.60 (8" N)

INV OUT 75.68 (8" N)

SSMHRIM TBD (SEE LANDSCAPE PLANS FOR SURFACE GRADES)

EX INV 74.30±

INV OUT 74.13

JB RIM

FLUSH w/ PAVEM

ENT

INV. 6" IN=75.69

INV. 12" IN=75.18

INV. 12" OUT=75.08

TC @

CI=98.14

INV. 12" IN=90.54 N

INV. 15" IN=90.24 S

INV. 18" IN=88.24

INV. 21" OUT=88.24

SSMH

RIM=97.80

INV=68.70 (12" THRU)

INV=91.5 (6" E)

TC @

CI=97.31

INV. 12" IN=91.81 W

INV. 12" IN=90.91 S

INV. 15" OUT=90.81 E

TC @

CI=98.41

INV. 6" IN=95.72

INV. 12" IN=91.91

INV. 12" OUT=91.81

AD RIM=101.51

INV. 6" IN=96.52 SW

INV. 6" IN=99.55 N

INV. 6" OUT=96.42

6" SDCO w/ BOX & COVER

INV.=99.65

TOP OF TD=80.54

INV. OF TD=80.04

6" RL

INV.=96.71

TC @

CI=96.81

INV. 12" OUT=92.71

AD RIM=98.80

INV. 4" OUT=100.02FL OF TD

@ 0.6%

TOP OF TD=80.31

INV. TD=75.31

INV. 12" OUT=75.31

TOP OF TD=80.31

INV. TD=79.36

INV. TD=75.31

TOP OF TD=80.31

INV. TD=79.24

INV. TD=75.31

TOP OF TD=100.46

INV.=99.61

TOP OF TD=100.46

INV. 4" OUT=98.46

AD RIM

=100.16

INV. 6" OUT=97.16

JB, SOLID TOP, RIM

=100.40

INV. 4" IN=96.61 E

INV. 4" IN=98.20 S

INV. 8" RL IN=96.13

INV. 8" IN=96.93 W

INV. 12" OUT=95.80

AD RIM

=100.28

INV. 6" OUT=97.78

AD RIM

=100.39

INV. 6" OUT=97.78

JB, SOLID TOP, RIM

=100.51

INV. 2-6" IN=97.72

INV. 8" OUT=97.39

JB, SOLID TOP, RIM

=100.51

INV. 2-6" IN=97.64

INV. 10" OUT=97.31

AD RIM

=100.31

INV. 6" OUT=97.67

12" W

IDE TRENCH DRAIN

RIM

=80.31

TOP OF TD=80.31

INV. TD=79.81

4" RL (3240Ø)

INV.=99.42 5' FROM

12" WIDE TRENCH DRAIN

RIM=80.54

TOP OF TD=80.54

INV. OF TD=79.71

INV. OF TD=76.21

INV. 6" OUT=76.21

TOP OF TD=80.31

INV. TD=79.81

TC @ CI=96.98

INV. 12" OUT=94.48

POTHOLE

EG 97.6

DEPTH 78"

LOOP RD

JSSTJH

BID DOCUMENTS

05/30/2025

PALO ALTO VA MC

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

B100

RENOVATION AND

EXPANSION OF SPS

640-23-108 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930 EXP. 12/31/2025

ENG KS COA. NO. E-2586 EXP. 12/31/2025

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

C 90672

HEN.J NIND GOT

C I V I L

RE

G I

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CA L I FORN IA

OF 75

CIVIL/STRUCTURAL ENGR

H2B. INC.

1225 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

BENCHMARK: .

CS107

UTILITY PLAN - LOADING DOCK

EXISTING FEATURES AND ELEVATIONS PRESENTED ON

THIS SHEET ARE BASED ON THE BEST AVAILABLE

INFORMATION. HORIZONTAL AND VERTICAL DATUMS

HAVE NOT BEEN CONFIRMED.

SCALE: 1" = 20'

0 20' 40'

LEGEND: .

EXISTING FEATURES:

NEW FEATURES:

NOTES: .

1. NEW ABOVE-GRADE UTILITIES SHALL BE OF MATERIAL

SPECIFIED BY MEP DRAWINGS. NEW UNDERGROUND FIRE

LINE SHALL BE PVC C900.

2. NEW UNDERGROUND WATER LINE MINIMUM COVER

42-INCHES.

3. MAINTAIN 2-FEET VERTICAL AND 9-FEET HORIZONTAL

BETWEEN WATER AND NON-PRESSURE RATED SANITARY

SEWER. MAINTAIN MINIMUM 9-FEET HORIZONTAL BETWEEN

WATER LINE AND OUTSIDE WALL OF SANITARY SEWER

MANHOLE.

4. COORDINATE THIS PLAN WITH PLUMBING DRAWINGS.

5. CONTRACTOR SHALL INSTALL CONTINUOUS

UNDERGROUND WARNING TAPE 12" DIRECTLY OVER

WATER LINE. WARNING TAPE SHALL BE STANDARD, 4 MIL

POLYETHYLENE, 3-INCH WIDE TAPE, DETECTABLE TYPE,

BLUE WITH BLACK LETTERS AND IMPRINTED WITH "CAUTION

BURIED WATER LINE BELOW".

6. REMOVE EXIST MANHOLE COVER AND REPLACE WITH

MODIFIED EJCO 4000 SERIES (OR EQUAL) TEMPORARY

SAFETY COVER. COVER SHALL ACCEPT 4" SANITARY PIPE

FROM TRAILER.

7. FOR SANITARY SEWER UTILITIES: CONTRACTOR TO

PROVIDE FREESTANDING PIPE SUPPORT AT MAXIMUM 5 FT

ON-CENTER SPACING. RE: DTL 4 / CS200

8. REFERENCE PLUMBING DETAILS FOR MOBILE DOMESTIC

HOT WATER SYSTEM PLUMBING.

9. REFERENCE PLUMBING SHEETS FOR TEMPORARY

MODULAR SANITARY AND DOMESTIC WATER EXTENSIONS.

CONTRACTOR TO POTHOLE ALL EXISTING

UTILITIES NEAR THE PROPOSED FOUNDATIONS

AND NOTIFY THE ENGINEER OF ANY

DISCREPANCIES FROM THE DESIGN DRAWING.

CALL UNDERGROUND SERVICE ALERT (USA) AT

811 AT LEAST 48 HOURS PRIOR TO

EXCAVATION. IN THE EVENT THAT A PUBLIC

UTILITY SERVICE IS DISTURBED OR DAMAGED,

CALL THE CITY OF PALO ALTO UTILITIES 24/7

DISPATCH AT (650) 329- 2579.

UNDERGROUND ELECTRIC LINEUGE

STORM DRAINSD

SANITARY SEWERSS

COMMUNICATION LINECOM

WATER LINEW

CHILLED WATER LINECW

GAS LINEG

NEW UNDERGROUND FIRE ALARM CONDUIT

NEW ABOVE-GRADE COLD WATER

NEW ABOVE-GRADE HOT WATER

NEW ABOVE-GRADE HOT WATER RETURN

NEW UNDERGROUND ELECTRIC

NEW UNDERGROUND TELECOMMUNICATION

KEYED NOTES: .

CONNECT FIRE ALARM CONDUITS TO EXIST BLDG

NEW FIRE ALARM CONDUIT

CONNECT FIRE ALARM CONDUIT TO TRAILER

CONNECT TO EXIST TELECOM

NEW UNDERGROUND TELECOM CONDUIT

CONNECT TELECOM TO GATE

NEW TEMPORARY BUILDING FOUNDATION

NEW ABOVE-GRADE SANITARY SEWER

NEW UNDERGROUND WATER LINE

NEW UNDERGROUND ELECTRIC CONDUIT

13 721 ASI 1 05.30.2025

W

WATER VALVEELEV=99.70'TN ELEV=XX.XX'

W

WATER VALVEELEV=99.68'TN ELEV=XX.XX'

SS

ST

W

WATER VALVEELEV=99.35'TN ELEV=XX.XX'

G

TE

99.27'

99.24'

99.24'

98.92'98.33'98.33'97.49' 97.41'

.3

9'

97.47'97.71'

G

TE

M

M

SS

SS

ST

SS

ST

SS

SS

SS

CO

SS

SS

MISC

SS

T

W

WATER VALVEELEV=98.34'TN ELEV=XX.XX'

E

IR

UK

E

CB

CB

CB

G G G G G G

EEE

GGGGG

E

M

IRIR

PB

TV

MISC

MISCCO

CO

GTE

E

E

C B

G

TE

CB

E

T

E

G

TEAC

AC

AC

CO

AC

AC

CO

E

MISC

MISC

IR

W

JSSTJH

BID DOCUMENTS

05/30/2025

PALO ALTO VA MC

3801 MIRANDA AVENUE

PALO ALTO, CA 94304

B100

RENOVATION AND

EXPANSION OF SPS

640-23-108 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

DRAWING TITLE PROJECT TITLE

LOCATION

DATE CHECKED DRAWN

PROJECT NUMBERCONSULTANTS:

DRAWING #

VA HEALTH CARE SYSTEM APPROVAL:

ARCHITECT:

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

ARCH KS COA NO. A-930 EXP. 12/31/2025

ENG KS COA. NO. E-2586 EXP. 12/31/2025

FULLY SPRINKLERED

1 2 3 4 5 6 7 8 9

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

STAMP:

DRAWING NUMBER

BUILDING NUMBER

C 90672

HEN.J NIND GOT

C I V I L

RE

G I

ST

ER

ED PROFESSIONAL ENGINEER

STATE OF CA L I FORN IA

OF 75

CIVIL/STRUCTURAL ENGR

H2B. INC.

1225 N LOOP WEST, STE 800

HOUSTON, TX 77008

(713) 864-2900

MEP / TECH ENGR

SPUR DESIGN

2519 MADISON AVE, STE 100

KANSAS CITY, MO 64108

(913) 369-7200

FIRE PROTECTION ENGR

POOLE FIRE PROTECTION

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

HEALTHCARE PLANNER

THE INNOVA GROUP

9442 N. CAPITAL OF TEXAS HWY, STE 325

AUSTIN, TX 78759

(512) 346-8700

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, STE 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

BENCHMARK: .

LEGEND: .

EXISTING FEATURES:

NEW FEATURES: .

SCALE: 1" = 10'

0 10' 20'

CS108

STORMWATER POLLUTION

PREVENTION PLAN

NOTES: .

1. ALL SUBCONTRACTORS WILL BE EDUCATED TO

FOLLOW STORM WATER POLLUTION PREVENTION

REQUIREMENTS.

2. ANY LAND CLEARING, CONSTRUCTION,

DEVELOPMENT, OR OTHER ACTIVITIES INVOLVING

THE MOVEMENT OF EARTH SHALL BE IN

ACCORDANCE WITH THE SWPPP.

3. A SITE OPERATOR SHALL BE ON SITE ON ALL DAYS

WHERE CONSTRUCTION OR GRADING ACTIVITY

TAKES PLACE.

4. STRUCTURAL BMP's WILL BE INSPECTED AND

MAINTAINED AT LEAST EVERY 14 DAYS AND AFTER

ANY PRECIPITATION OR RUNOFF EVENT THAT

CAUSES SURFACE EROSION, SEDIMENT

TRANSPORT OR VEHICULAR TRACKING.

5. SCRAPING AND SWEEPING OF STREETS,

SIDEWALKS AND FLOWLINES MUST BE CONDUCTED

AT THE END OF EACH WORK DAY WHEN DIRT AND

OTHER CONSTRUCTION MATERIAL HAS BEEN

TRACKED ONTO STREETS.

6. EARTH MATERIALS AND LANDSCAPE MATERIALS

SUCH AS SOD, ROCK AND MULCH SHALL NOT BE

STOCKPILED, PLACED OR STORED ON DRIVEWAYS,

STREETS, SIDEWALKS OR IN STORM WATER

FLOWLINES.

7. CONSTRUCTION SUPPLIES (e.g., TRUSSES AND

LUMBER), ROLL OFF CONTAINERS, DUMPSTERS,

PORTABLE TOILETS, TRAILERS, ETC., SHALL NOT BE

STORED ON STREETS OR SIDEWALKS OR OTHER

IMPERVIOUS SURFACES. THESE ITEMS SHALL BE

STORED ON THE CONSTRUCTION SITE OR STAGING

AREAS.

8. SANITARY FACILITIES SHALL BE LOCATED ON

NATURAL GROUND AND AT LEAST 25 FEET FROM

ANY STORM SEWER INLET OR WATER BODY AND

SHALL BE SERVICED REGULARLY AS NEEDED.

INLET PROTECTION BARRIER

RE: DTL 1 / CS201

IPB

REFERENCE TOPOGRAPHIC SURVEY SHEET CS000 FOR

BENCHMARK INFORMATION.

UNDERGROUND ELECTRIC LINEUGE

STORM DRAINSD

SANITARY SEWERSS

COMMUNICATION LINECOM

WATER LINEW

CHILLED WATER LINECW

GAS LINEG

STREET SWEEPING/CLEANINGSTC

STC

14 721 ASI 1 05.30.2025