ATTACHMENT 1B - Drawings-Civil.pdf

KEY PLAN

N

LOOP RD

RIDGECREST DR SE

SA

N

P

ED

R O

D R

S E 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 # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMESR. MYLES #25930 EXP. 07/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 07/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

JSS 79ALL

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

SPUR #: 1993.10

No. REVISION DESCRIPTION DATE

27486

NE

W MEXICO

A LA N L. LA CKEY

P R

O

FES S IO NA L ENGIN

EER

8/11/2023

LEGEND AND ABBREVIATIONS

CS000

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 # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMESR. MYLES #25930 EXP. 07/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 07/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

JSS 79ALL

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

SPUR #: 1993.10

No. REVISION DESCRIPTION DATE

TOPOGRAPHIC SURVEY -

BLDG 45

CS001

PB

210415349.12ELEC. PULLBOX

E 210585349.41ELEC. MH

PB

211145348.22FIBR. OPTC. PULLBOX

211305351.71LIGHT POLE

211325351.94LIGHT POLE

E 211335351.40ELEC. BOX

211365351.02LIGHT POLE

211395350.97LIGHT POLE

211405350.82LIGHT POLE

211415350.62LIGHT POLE

5354.44LIGHT POLE

5354.99LIGHT POLE

LIGHT POLE

E 17

5347.73ELEC. MH

E 56

5349.37ELEC. BOX

PB

5349.15FIBR. OPTC. PULLBOX

EXIST BLDG 45

LO

O

P

RO

AD

MEDICAL GROUP ROAD

GATE

IRRIGATION

CONTROL BOX

RAILROAD TIE

IRRIGATION

CONTROL BOX

WALL

IRRIGATION

CONTROL BOX

RAILROAD TIE

PIV, SEE

NOTE 12

WALL

WATERLINE

FDC

RAILROAD TIE

WATERLINE

SANITARY

SEWER LINE

ELECTRICAL

BOX

ELECTRICAL

BOX

UNDERGROUND

ELECTRICAL LINE

UNDERGROUND

ELECTRICAL LINE

IRRIGATION

CONTROL BOX

FIBER OPTIC

OXYGEN

LINE

TRANSFORMER

W/ BOLLARDS

CONC

HEADER

WALL & ADJACENT

CURB W/ GUTTER

WALL

RAILROAD TIE

RAILROAD TIE

UNDERGROUND

ELECTRICAL LINE

OXYGEN

LINE

UNDERGROUND

ELECTRIC

EXIST BLDG 77

STM & CR

LINECONC RAMP

UNDERGROUND

ELECTRICAL LINE

OXYGEN

LINE

ASPHALT

CONC S/W

STEAM VAULT

CONC S/W

ASPHALT &

CURB W/

GUTTER

P

R

P

S

L

P

P

P

S

P

P

R

L

P

P

S

P

P

P

P

P P

P

P

P

P

LIMITS OF TEMPORARY

BUILDING & TRAILERS

R

R

R

R

P

S

S

R

R

P

R

R

R

PR

J

J

J

RSAWCUT - FULL DEPTH

SAWCUT - FULL DEPTH

8 LF CONC CURB

& GUTTER

ASPHALT &

CURB W/

GUTTER

KEY PLAN

N

LOOP RD

RIDGECREST DR SE

SA

N

P

ED

R O

D R

S E 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 # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMESR. MYLES #25930 EXP. 07/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 07/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

JSS 79ALL

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

SPUR #: 1993.10

No. REVISION DESCRIPTION DATE

27486

NE

W MEXICO

A LA N L. LA CKEY

P R

O

FES S IO NA L ENGIN

EER

8/11/2023

BENCHMARK: .

NOTES: .

LEGEND: .

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 LOCAL

UTILITY LOCATING SERVICES AT LEAST

48 HOURS BEFORE PROCEEDING WITH

ANY EXCAVATION. CONTRACTOR TO

NOTIFY ENGINEER OF ANY

DISCREPANCIES RELATED TO EXISTING

UTILITIES AND SHALL PROVIDE PRICING

FOR UTILITY RELOCATION AND

ALTERNATES.

2. CONTRACTOR SHALL BE RESPONSIBLE

FOR DAMAGES TO EXISTING WATER,

WASTEWATER, STORMWATER LINES,

AND TRAFFIC CONTROL DEVICES.

DAMAGES SHALL BE REPAIRED AT THE

CONTRACTOR'S EXPENSE.

3. 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.

4. CONTRACTOR SHALL TAKE NECESSARY

PRECAUTIONS TO PROTECT ROOT

SYSTEMS OF SHRUBS, PLANTS, AND

TREES ALONG THE AREA OF

EXCAVATION.

5. CONTRACTOR SHALL COMPLY WITH THE

LATEST EDITION OF OSHA REGULATIONS

AND THE STATE OF NEW MEXICO LAWS

CONCERNING EXCAVATION.

6. ALL DISTURBED ROCK LANDSCAPE

AREAS SHALL BE RESTORED TO

EXISTING CONDITIONS OR BETTER.

7. CONTRACTOR TO COORDINATE WITH VA

FOR LOCATION OF MATERIAL

STOCKPILING AND STAGING AREA.

8. CONTRACTOR TO PROVIDE

CONSTRUCTION AND SAFETY SIGN PER

VA REQUIREMENTS AT LOCATIONS

AROUND THE SITE.

9. LIMITS OF DEMOLITION REQUIRED ARE

SHOWN IN SCHEMATIC REPRESENTATION

ONLY. LIMITS OF DEMOLITION TO BE

VERIFIED IN FIELD BY CONTRACTOR.

10. ALL DEMOLISHED MATERIAL TO BE

DISPOSED OF OFF-SITE BY

CONTRACTOR.

11. UNLESS OTHERWISE SHOWN ALL

EXISTING UTILITIES ARE TO REMAIN AND

SHOULD BE PROTECTED IN PLACE.

12. REMOVE AND SALVAGE PIV POST PRIOR

TO TRAILER INSTALLATION & REPLACE

AFTER TRAILERS HAVE BEEN INSTALLED.

13. CONTRACTOR TO COORDINATE UTILITY

SHUT OFFS WITH VA. UTILITY SHUT OFFS

TO BE PERFORMED DURING OFF HOURS.

DEMOLITION PLAN

CS002

EXISTFO

EXIST GAS LINEG

EXIST SANITARY SEWERSS

EXIST UNDERGROUND ELECTRIC LINEUGE

EXIST STEAM & CONDENSATE RETURN

FEATURE TO BE REMOVED

RELOCATE EXISTING FEATURE

REMOVE EXISTING FEATURE

PROTECT EXISTING FEATURE

ABANDON EXISTING FEATURE

RELOCATE EXISTING FEATURE

BASIS OF BEARING IS THE STATE PLANE COORDINATE SYSTEM

OF 1983 (NEW MEXICO CENTRAL ZONE, NAD 83). ALL DISTANCES

AND COORDINATES SHOWN HEREON ARE SURFACE VALUES,

USING A GROUND SCALE FACTOR OF 1.000340865, SCALED AT

N=0, E=0. THE HORIZONTAL AND VERTICAL DATUM FOR THIS

SURVEY ARE BASED ON THE CITY OF ALBUQUERQUE FULLY

CONSTRAINED CONTROL NETWORK, AS PUBLISHED UNDER

https://www.cabq.gov/gis/map-views/geodetic-control. CONTROL

MONUMENTS USED ARE 1-M18 (HORIZONTAL) AND G-2

(VERTICAL). PLEASE SEE SURVEY SHEET(S) FOR ADDITIONAL

INFORMATION.

REMOVE FEATURE & SALVAGE

EXIST HARD WATER LINEHW

EXIST SOFT WATER LINESW

EXIST CHILLED WATER SUPPLY &

CHILLED WATER RETURNCW&CWR

EXIST COMMUNICATION LINECOMM

REMOVE FEATURE TO

NEAREST JOINT

CONTRACTOR TO POTHOLE ALL EXISTING

UTILITIES NEAR THE PROPOSED FOUNDATIONS

AND NOTIFY THE ENGINEER OF ANY

DISCREPANCIES FROM THE DESIGN DRAWING.

KEY PLAN

N

LOOP RD

RIDGECREST DR SE

SA

N

P

ED

R O

D R

S E 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 # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMESR. MYLES #25930 EXP. 07/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 07/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

JSS 79ALL

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

SPUR #: 1993.10

No. REVISION DESCRIPTION DATE

27486

NE

W MEXICO

A LA N L. LA CKEY

P R

O

FES S IO NA L ENGIN

EER

8/11/2023

BENCHMARK: .

BASIS OF BEARING IS THE STATE PLANE COORDINATE SYSTEM

OF 1983 (NEW MEXICO CENTRAL ZONE, NAD 83). ALL DISTANCES

AND COORDINATES SHOWN HEREON ARE SURFACE VALUES,

USING A GROUND SCALE FACTOR OF 1.000340865, SCALED AT

N=0, E=0. THE HORIZONTAL AND VERTICAL DATUM FOR THIS

SURVEY ARE BASED ON THE CITY OF ALBUQUERQUE FULLY

CONSTRAINED CONTROL NETWORK, AS PUBLISHED UNDER

https://www.cabq.gov/gis/map-views/geodetic-control. CONTROL

MONUMENTS USED ARE 1-M18 (HORIZONTAL) AND G-2

(VERTICAL). PLEASE SEE SURVEY SHEET(S) FOR ADDITIONAL

INFORMATION.

40' 80'

SCALE: 1" = 40'

OVERALL LAYOUT

CS100

PROPOSED AREA OF WORK

BLDG 45

BLDG 77

BLDG 47

BLDG 41 BLDG 42

U S

VE

TE

R

AN

S H

O

SP

IT

AL

L O

O P

LO

O

P

RO

AD

MEDICAL GROUP DRIVE

US VETERANS HOSPITAL LOOP

LOOP ROAD

PROPOSED VAN/TRUCK ROUTING

LEGEND: .

PROPOSED VAN/TRUCK ROUTING

CONTRACTOR TO POTHOLE ALL EXISTING

UTILITIES NEAR THE PROPOSED FOUNDATIONS

PB

211145348.22FIBR. OPTC. PULLBOX

211305351.71LIGHT POLE

211325351.94LIGHT POLE

E 211335351.40ELEC. BOX

211365351.02LIGHT POLE

211395350.97LIGHT POLE

E 56

5349.37ELEC. BOX

PB

FIBR. OPTC. PULLBOX

EXIST BLDG 45

EVEN SURFACE TO ELEVATION 5350.00

RIPRAP FOR SLOPE STABILIZATION

8"H W

8"H W3

4" DHWR

1 12" DHW

1 12" DCW

1 2"

D H

W

1 2" D

C W

4"

D H

W R

2" D

C W

1 14" DHW

1 12" DCW

8"H W

2" DHW

PB

210415349.12ELEC. PULLBOX

PB

211145348.22FIBR. OPTC. PULLBOX

211305351.71LIGHT POLE

211325351.94LIGHT POLE

E 211335351.40ELEC. BOX

211365351.02LIGHT POLE

LIGHT POLE

E 56

5349.37ELEC. BOX

PB

5349.15FIBR. OPTC. PULLBOX

SPS TRAILER NO. 1

TRAILER FF=5353.50

SP

S

TR

AI

LE

R

N O

. 2

TR

AI

LE

R F

F=

.5

EXIST BLDG 45

7.00'

8"H W

8"H W3

4" DHWR

1 12" DHW

1 12" DCW

1 2"

D H

W

1 2" D

C W

4"

D H

W R

2" D

C W

1 14" DHW

1 12" DCW

8"H W

2" DHW

PB

210415349.12ELEC. PULLBOX

PB

211145348.22FIBR. OPTC. PULLBOX

211305351.71LIGHT POLE

211325351.94LIGHT POLE

E 211335351.40ELEC. BOX

211365351.02LIGHT POLE

LIGHT POLE

E 56

5349.37ELEC. BOX

PB

5349.15FIBR. OPTC. PULLBOX

SPS TRAILER NO. 1

TRAILER FF=5353.50

SP

S

TR

AI

LE

R

N O

. 2

TR

AI

LE

R F

F=

.5

EXIST BLDG 45

TEMPORARY

BUILDING

8"H W

8"H W3

4" DHWR

1 12" DHW

1 12" DCW

1 2"

D H

W

1 2" D

C W

4"

D H

W R

2" D

C W

1 14" DHW

1 12" DCW

8"H W

2" DHW

ELEC. PULLBOX

PB

211145348.22FIBR. OPTC. PULLBOX

211305351.71LIGHT POLE

211325351.94LIGHT POLE

E 211335351.40ELEC. BOX

LIGHT POLE

E 56

5349.37ELEC. BOX

PB

5349.15FIBR. OPTC. PULLBOX

EXIST BLDG 45

RESTORATION LIMITS,

SEE SHEET CS103

8"H W

8"H W

8"H W

BENCHMARK: .

BASIS OF BEARING IS THE STATE PLANE COORDINATE SYSTEM

OF 1983 (NEW MEXICO CENTRAL ZONE, NAD 83). ALL DISTANCES

AND COORDINATES SHOWN HEREON ARE SURFACE VALUES,

USING A GROUND SCALE FACTOR OF 1.000340865, SCALED AT

N=0, E=0. THE HORIZONTAL AND VERTICAL DATUM FOR THIS

SURVEY ARE BASED ON THE CITY OF ALBUQUERQUE FULLY

CONSTRAINED CONTROL NETWORK, AS PUBLISHED UNDER

https://www.cabq.gov/gis/map-views/geodetic-control. CONTROL

MONUMENTS USED ARE 1-M18 (HORIZONTAL) AND G-2

(VERTICAL). PLEASE SEE SURVEY SHEET(S) FOR ADDITIONAL

INFORMATION.

10' 20'

SCALE: 1" = 10'

PHASING LAYOUT

CS101

PHASE 1 - DEMO EXISTING FEATURES, ROUGH GRADING, & INSTALL UTILITIES

1" = 10'

PHASE 2 - SPS TRAILERS AND TEMPORARY BUILDING FOUNDATIONS

1" = 10'

PHASE 3 - TEMPORARY BUILDING

1" = 10'

PHASE 4 - TEMPORARY FEATURES REMOVAL AND SITE RESTORATION

1" = 10'

NEW RIPRAP FOR SLOPE

STABILIZATION

PHASING DESCRIPTION .

PHASE 1: DEMOLITION, SITE PREPARATION, SITE GRADING,

AND INSTALLATION OF UTILITIES FOR TEMPORARY

TRAILERS

PHASE 2: INSTALLATION OF TEMPORARY BUILDING

FOUNDATIONS AND STERIS TRAILERS

PHASE 3: INSTALLATION OF TEMPORARY BUILDING

PHASE 4: REMOVAL OF THE TEMPORARY SPS TRAILERS,

TEMPORARY BUILDING AND FOUNDATIONS,

PERIMETER FENCING, VEHICLE BARRIERS, AND ANY

TEMPORARY UTILITIES. RETURN MATERIALS TO VA

FOR OWNER SALVAGE. COORDINATE W/ VA.

KEY PLAN

N

LOOP RD

RIDGECREST DR SE

SA

N

P

ED

R O

D R

S E 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 # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMESR. MYLES #25930 EXP. 07/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 07/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

JSS 79ALL

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

SPUR #: 1993.10

No. REVISION DESCRIPTION DATE

27486

NE

W MEXICO

A LA N L. LA CKEY

P R

O

FES S IO NA L ENGIN

EER

8/11/2023

NOTES .

1. CONTRACTOR TO RESTORE SURFACE TO EXISTING

CONDITIONS OR BETTER. RESTORE DECOMPRESSED

GRANITE SURFACE AND MATCH EXISTING COLOR AND SIZE.

NEW CONCRETE SIDEWALK

TEMPORARY BUILDING

NEW ROAD STEEL PLATE,

RE: STR DTL 8 / SB301

NEW 6" CONC PVMT

LEGEND: .

PROPOSED FEATURES:

NEW TEMPORARY SPS SEWER

NEW TEMPORARY CHILLED

WATER RETURN LINECWR

NEW TEMPORARY CHILLED

WATER SUPPLY LINECWS

EXISTING FEATURES:

NEW ELEC LINEE

NEW TEMPORARY DOMESTIC

HOT WATER RECIRC.DHWR

NEW TEMPORARY DOMESTIC

HOT WATERDHW

NEW TEMPORARY DOMESTIC

COLD WATERDCW

NEW TEMPORARY

FIRE LINE

NEW OXYGEN LINEO

EXIST FIBER OPTIC LINEFO

EXIST GAS LINEG

EXIST SANITARY SEWERSS

EXIST UNDERGROUND ELECTRIC LINEUGE

EXIST OXYGEN LINEO

EXIST COMMUNICATION LINECOMM

EXIST STEAM & CONDENSATE RETURN

50' STANDOFF DISTANCE

EXIST HARD WATER LINEHW

EXIST SOFT WATER LINESW

EXIST CHILLED WATER SUPPLY &

CHILLED WATER RETURNCW&CWR

NEW HARD WATER LINEHW

NEW TELECOM LINET

NEW TEMPORARY STORM DRAINSD

NEW HELICAL PILES

NEW EMT FOR FIRE ALARM

E 210585349.41ELEC. MH

PB

211145348.22FIBR. OPTC. PULLBOX

211305351.71LIGHT POLE

211325351.94LIGHT POLE

E 211335351.40ELEC. BOX

211365351.02LIGHT POLE

211395350.97LIGHT POLE

211405350.82LIGHT POLE

211415350.62LIGHT POLE

211545350.72LIGHT POLE

211555354.44LIGHT POLE

211565354.99LIGHT POLE

211575353.16LIGHT POLE

211715353.60LIGHT POLE

E 17

5347.73ELEC. MH

E 56

5349.37ELEC. BOX

PB

5349.15FIBR. OPTC. PULLBOX

SPS TRAILER NO. 1

TRAILER FF=5353.50

SP

S

TR

AI

LE

R

N O

. 2

TR

AI

LE

R F

F=

.5

EXIST BLDG 45

LO

O

P

RO

AD

MEDICAL GROUP ROAD

TEMPORARY

BUILDING

6.30'

EXIST BLDG 77

9.22'

(TYP)

9.

0'

8"H W

8"H W3

4" DHWR

1 12" DHW

1 12" DCW

1 2"

D H

W

1 2" D

C W

4"

D H

W R

2" D

C W

1 14" DHW

1 12" DCW

10.19'

50' PHYSICAL SECURITY STANDOFF

4.95'

3'

7.

(TYP)

16 15

8"H W

.8

8'

.2

7'

2" DHW

KEY PLAN

N

LOOP RD

RIDGECREST DR SE

SA

N

P

ED

R O

D R

S E 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 # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMESR. MYLES #25930 EXP. 07/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 07/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

JSS 79ALL

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

SPUR #: 1993.10

No. REVISION DESCRIPTION DATE

27486

NE

W MEXICO

A LA N L. LA CKEY

P R

O

FES S IO NA L ENGIN

EER

8/11/2023

BENCHMARK: .

BASIS OF BEARING IS THE STATE PLANE COORDINATE SYSTEM

OF 1983 (NEW MEXICO CENTRAL ZONE, NAD 83). ALL DISTANCES

AND COORDINATES SHOWN HEREON ARE SURFACE VALUES,

USING A GROUND SCALE FACTOR OF 1.000340865, SCALED AT

N=0, E=0. THE HORIZONTAL AND VERTICAL DATUM FOR THIS

SURVEY ARE BASED ON THE CITY OF ALBUQUERQUE FULLY

CONSTRAINED CONTROL NETWORK, AS PUBLISHED UNDER

https://www.cabq.gov/gis/map-views/geodetic-control. CONTROL

MONUMENTS USED ARE 1-M18 (HORIZONTAL) AND G-2

(VERTICAL). PLEASE SEE SURVEY SHEET(S) FOR ADDITIONAL

INFORMATION.

KEYED NOTES: .

NEW TRAILER

STEEL ROAD PLATES

TEMPORARY BUILDING

(RE: ARCH)

NEW PEDESTRIAN

GATE

NEW VEHICLE GATE

NEW

CONCRETE PAD

NEW TRANFORMER

CONCRETE PAD (RE:STR)

NEW TEMPORARY SPS

SEWER

NEW ELEC

LINE(RE: MEP)

NEW WATERLINE

10' 20'

SCALE: 1" = 10'

ENLARGED SITE LAYOUT

CS102

NEW CONCRETE SIDEWALK

NEW FENCE

NEW PREMANUFACTURED

STAIRS

EXISTING PIV

SEE NOTE 1

NEW LIGHT POLE

RE-ROUTED OXYGEN LINE

APPROX. LOCATION EXIST STORM

DRAIN, SEE DETAIL 4/CS500

RELOCATED IRRIGATION

BOX

NEW HELICAL PILES, COORD W/

TRAILER MANUF. FOR LOCATIONS

TEMPORARY BUILDING

NEW ROAD STEEL PLATE,

RE: STR DTL 8 / SB301

NEW 6" CONC PVMT

LEGEND: .

NEW TEMPORARY PHYSICAL

SECURITY BARRIER

PROPOSED FEATURES:

NEW TEMPORARY SPS SEWER

NEW TEMPORARY CHILLED

WATER RETURN LINECWR

NEW TEMPORARY CHILLED

WATER SUPPLY LINECWS

EXISTING FEATURES:

NEW ELEC LINEE

NEW TEMPORARY DOMESTIC

HOT WATER RECIRC.DHWR

NEW TEMPORARY DOMESTIC

HOT WATERDHW

NEW TEMPORARY DOMESTIC

COLD WATERDCW

NEW TEMPORARY

FIRE LINE

NEW OXYGEN LINEO

EXIST FIBER OPTIC LINEFO

EXIST GAS LINEG

EXIST SANITARY SEWERSS

EXIST UNDERGROUND ELECTRIC LINEUGE

EXIST OXYGEN LINEO

EXIST COMMUNICATION LINECOMM

EXIST STEAM & CONDENSATE RETURN

50' STANDOFF DISTANCE

EXIST HARD WATER LINEHW

EXIST SOFT WATER LINESW

EXIST CHILLED WATER SUPPLY &

CHILLED WATER RETURNCW&CWR

NEW HARD WATER LINEHW

NEW TELECOM

LINE (RE: MEP)

NEW TELECOM LINET

NEW TEMPORARY DROP OFF

CANOPY

NEW UNDERGROUND

LOOP DETECTOR

NEW TEMPORARY BASE PLATE

AND REMOVABLE BOLLARDS

REMOVE AND REPLACE

EXISTING ASPHALT

NEW TEMPORARY CAMERA

(RE: TELECOM & ELEC)

REMOVE AND REPLACE EXISTING

ASPHALT

REMOVE AND REPLACE EXISTING

CONC

NEW TEMPORARY GATE MOTOR

NEW TEMPORARY FENCE

NEW ADA RAMP

NEW CONC CURB

NEW REMOVABLE BOLLARDS

NEW TEMPORARY STORM DRAINSD

NEW HELICAL PILES

CONTRACTOR TO POTHOLE ALL EXISTING

UTILITIES NEAR THE PROPOSED FOUNDATIONS

AND NOTIFY THE ENGINEER OF ANY

DISCREPANCIES FROM THE DESIGN DRAWING.

NOTES: .

1. REMOVE AND SALVAGE PIV POST PRIOR

TO TRAILER INSTALLATION & REPLACE

AFTER TRAILERS HAVE BEEN INSTALLED.

E 210585349.41ELEC. MH

PB

211145348.22FIBR. OPTC. PULLBOX

211305351.71LIGHT POLE

211325351.94LIGHT POLE

E 211335351.40ELEC. BOX

211365351.02LIGHT POLE

211395350.97LIGHT POLE

211405350.82LIGHT POLE

211555354.44LIGHT POLE

211565354.99LIGHT POLE

211575353.16LIGHT POLE

211715353.60LIGHT POLE

E 17

5347.73ELEC. MH

E 56

5349.37ELEC. BOX

PB

5349.15FIBR. OPTC. PULLBOX

EXIST BLDG 45

LO

O

P

RO

AD

MEDICAL GROUP ROAD

8"H W

8"H W

8"H W

KEY PLAN

N

LOOP RD

RIDGECREST DR SE

SA

N

P

ED

R O

D R

S E 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 # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMESR. MYLES #25930 EXP. 07/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 07/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

JSS 79ALL

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

SPUR #: 1993.10

No. REVISION DESCRIPTION DATE

27486

NE

W MEXICO

A LA N L. LA CKEY

P R

O

FES S IO NA L ENGIN

EER

8/11/2023

BENCHMARK: .

LEGEND: .

BASIS OF BEARING IS THE STATE PLANE COORDINATE SYSTEM

OF 1983 (NEW MEXICO CENTRAL ZONE, NAD 83). ALL DISTANCES

AND COORDINATES SHOWN HEREON ARE SURFACE VALUES,

USING A GROUND SCALE FACTOR OF 1.000340865, SCALED AT

N=0, E=0. THE HORIZONTAL AND VERTICAL DATUM FOR THIS

SURVEY ARE BASED ON THE CITY OF ALBUQUERQUE FULLY

CONSTRAINED CONTROL NETWORK, AS PUBLISHED UNDER

https://www.cabq.gov/gis/map-views/geodetic-control. CONTROL

MONUMENTS USED ARE 1-M18 (HORIZONTAL) AND G-2

(VERTICAL). PLEASE SEE SURVEY SHEET(S) FOR ADDITIONAL

INFORMATION.

KEYED NOTES: .

RESTORATION OF EXISTING SURFACE

REPLACE OF RAIL ROAD TIES

REPLACE OF DEMO CONCRETE HEADER

REPLACE OF IRRIGATION VALVES

10' 20'

SCALE: 1" = 10'

RESTORATION PLAN

CS103

PROPOSED FEATURES:

EXISTING FEATURES:

SURFACE RESTORATION

NOTES: .

EXISTING CONTOUR (1.0')

1. EXISTING CONCRETE CURB AND SIDEWALK TO BE

INSPECTED BEFORE CONSTRUCTION AND TRAILER

REMOVAL. ANY DAMAGE TO CONCRETE SHALL BE

REPAIRED BY CONTRACTOR. DAMAGED CONCRETE TO BE

REMOVED TO NEAREST JOINT AND REPLACED PER COA

STANDARD DETAILS AND SPECIFICATIONS.

2. SURFACE ELEVATION SHALL BE RESTORED TO CONTOURS

OF PRIOR EX CONSTRUCTION.

3. DECOMPOSED GRANITE SHALL BE USED FOR SURFACE

FINISH WITH COLOR AND SIZE TO MATCH EXISTING.

REMOVE & REPLACE PIV POST DURING TRAILER REMOVAL

EXIST FIBER OPTIC LINEFO

EXIST GAS LINEG

EXIST SANITARY SEWERSS

EXIST UNDERGROUND ELECTRIC LINEUGE

EXIST WATER LINEW

EXIST OXYGEN LINEO

EXIST COMMUNICATION LINECOMM

NEW OXYGEN LINEO

EXIST STEAM & CONDENSATE RETURN

EXIST HARD WATER LINEHW

EXIST SOFT WATER LINESW

EXIST CHILLED WATER SUPPLY &

CHILLED WATER RETURNCW&CWR

NEW HARD WATER LINEHW

NEW ELEC LINEE

CONTRACTOR TO POTHOLE ALL EXISTING

UTILITIES NEAR THE PROPOSED FOUNDATIONS

5349.41ELEC. MH

PB

211145348.22FIBR. OPTC. PULLBOX

211305351.71LIGHT POLE

211325351.94LIGHT POLE

E 211335351.40ELEC. BOX

211415350.62LIGHT POLE

E 56

5349.37ELEC. BOX

PB

5349.15FIBR. OPTC. PULLBOX

SPS TRAILER NO. 1

TRAILER FF=5353.50

SP

S

TR

AI

LE

R

N O

. 2

TR

AI

LE

R F

F=

.5

EXIST BLDG 45

LO

O

P

RO

AD

MEDICAL GROUP ROAD

TEMPORARY

BUILDING

B

C S2

C

CS200

EXIST BLDG 77

FG=5350.00

CORRIDOR FF=5353.50

CORRIDOR FF=5349.11

NG=5350.00

CORRIDOR FF=5353.50

MATCH EXIST

TP=±5350.18

MATCH EXIST

TP=±5350.13

MATCH EXIST

TP=±5350.01

MATCH EXIST

TP=±5350.08

TP=5349.58

MATCH EXIST

TP=±5345.13

TP=5349.72

TP=5349.63TP=5349.63

TP=5349.72

TP=5348.60

MATCH EXIST

TP=±5347.09

MATCH EXIST

TS=±5347.90

TS=5348.29TS=5348.05

MATCH EXIST

TS=±5348.30

TP=5347.80

TS=5348.07

TS=5347.67

TP=5347.39

TP=5348.50

TS=5347.47

TS=5347.82

TS=5347.87

TS=5348.12

TP=5350.00

NG=5349.11

CORRIDOR FF=5349.11

NG=5349.04

CORRIDOR FF=5349.11 FG=5350.00

FG=5350.00

MATCH EXIST

NG=±5347.79

FG=5350.00

MATCH EXIST

NG=±5351.79 FG=5350.19

MATCH EXIST

NG=±5350.25

FG=5349.97

MATCH EXIST

NG=±5348.50

FG=5350.00

MATCH EXIST

NG=±5348.04

MATCH EXIST

NG=±5350.30

FG=5350.88

MATCH EXIST

NG=±5349.35

MATCH EXIST

NG=±5349.93

FG=5350.00

NG=5348.77

TP=5349.27

NG=5348.70

TP=5349.20

TP=5348.85

A

CS200

TP=5348.98

TP=5349.06

TP=5349.02

TP=5349.45

EXISTING

GROUND

NEW

GROUND

PROP TEMP. BLDG

FINISH FLOOR=5353.50

SPS TRAILER

NO. 2TEMPORARY BUILDING

3.

5'

EXISTING

PAVEMENT

EXISTING

CURB

SPS TRAILER NO. 2

FINISH FLOOR=5353.50

NEW 6"

CONC PVMT

SLOPE STABILIZING

RIPRAP @ 3:1 SLOPE

NEW CONC

CURB

EXISTING

GROUND

PROP

GROUND

SLOPE STABILIZING

RIPRAP @ 3:1 SLOPE

SPS TRAILER

NO. 1

EXIST BLDG 45

FINISH FLOOR

=±5352.29

PROP TEMP. BLDG

FINISH FLOOR=5353.50

SPS TRAILER NO. 1

FINISH FLOOR=5353.50

TEMPORARY

BUILDING

TEMPORARY

BUILDING

EXISTING

PAVEMENT

NEW BUILDING

FF = ±5349.11

NEW 6"

CONC PVMT

NEW CONC CURB

EXISTING

CURB

EXISTING

GROUND

EXISTING

GROUND

NEW TRANSFORMER PAD

KEY PLAN

N

LOOP RD

RIDGECREST DR SE

SA

N

P

ED

R O

D R

S E 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 # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMESR. MYLES #25930 EXP. 07/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 07/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

JSS 79ALL

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

SPUR #: 1993.10

No. REVISION DESCRIPTION DATE

27486

NE

W MEXICO

A LA N L. LA CKEY

P R

O

FES S IO NA L ENGIN

EER

8/11/2023

BENCHMARK: .

LEGEND: .

BASIS OF BEARING IS THE STATE PLANE COORDINATE SYSTEM

OF 1983 (NEW MEXICO CENTRAL ZONE, NAD 83). ALL DISTANCES

AND COORDINATES SHOWN HEREON ARE SURFACE VALUES,

USING A GROUND SCALE FACTOR OF 1.000340865, SCALED AT

N=0, E=0. THE HORIZONTAL AND VERTICAL DATUM FOR THIS

SURVEY ARE BASED ON THE CITY OF ALBUQUERQUE FULLY

CONSTRAINED CONTROL NETWORK, AS PUBLISHED UNDER

https://www.cabq.gov/gis/map-views/geodetic-control. CONTROL

MONUMENTS USED ARE 1-M18 (HORIZONTAL) AND G-2

(VERTICAL). PLEASE SEE SURVEY SHEET(S) FOR ADDITIONAL

INFORMATION.

10' 20'

SCALE: 1" = 10'

ENLARGED GRADING LAYOUT

CS200

PROPOSED FEATURES:

NOTES: .

EXISTING FEATURES:

PROPOSED MAJOR CONTOUR (1.0')

EXISTING CONTOUR (1.0')

NATURAL GROUNDNG

1. ALL DISTURBED ROCK LANDSCAPE AREAS SHALL BE

RESTORED TO EXISTING CONDITIONS OR BETTER.

2. PROVIDE 2% MAX CROSS SLOPE AT EACH PEDESTRIAN

DOOR.

3. ADA ACCESSIBLE RAMPS SHALL NOT EXCEED 5% GRADE

AND SHALL HAVE 5' LEVEL LANDINGS AT TOP AND BOTTOM

OF RAMP. RAMPS THAT HAVE CHANGE IN HEIGHT

GREATER THAN 6" SHALL HAVE HANDRAILS IN

ACCORDANCE WITH ADA ACCESSIBILITY STANDARDS.

SIDEWALK SLOPES SHALL NOT EXCEED 3% AND

CROSS-SLOPE SHALL NOT EXCEED 2%.

4. CONCRETE SLOPE SHALL BE NO LESS THAN 0.50% EXCEPT

CONCRETE GUTTERS AND VALLEYS SHALL BE NO LESS

THAN 0.35%.

5. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS.

FINISH FLOORFF

TOP OF PAVEMENTTP

PROPOSED MINOR CONTOUR (0.2')

FINISH GRADEFG

EXIST FIBER OPTIC LINEFO

EXIST GAS LINEG

EXIST SANITARY SEWERSS

EXIST UNDERGROUND ELECTRIC LINEUGE

EXIST OXYGEN LINEO

EXIST STEAM & CONDENSATE RETURN

EXIST HARD WATER LINEHW

EXIST SOFT WATER LINESW

EXIST CHILLED WATER SUPPLY &

CHILLED WATER RETURNCW&CWR

CONTRACTOR TO POTHOLE ALL EXISTING

UTILITIES NEAR THE PROPOSED FOUNDATIONS

E 210585349.41ELEC. MH

PB

211145348.22FIBR. OPTC. PULLBOX

211305351.71LIGHT POLE

211325351.94LIGHT POLE

E 211335351.40ELEC. BOX

211365351.02LIGHT POLE

211395350.97LIGHT POLE

211405350.82LIGHT POLE

211545350.72LIGHT POLE

211555354.44LIGHT POLE

211565354.99LIGHT POLE

211575353.16LIGHT POLE

211585353.51LIGHT POLE

211595353.08LIGHT POLE

211605354.77LIGHT POLE

211615350.90LIGHT POLE

211705353.71LIGHT POLE

211715353.60LIGHT POLE

E

E 56

5349.37ELEC. BOX

PB

5349.15FIBR. OPTC. PULLBOX

SPS TRAILER NO. 1

TRAILER FF=5353.50

SP

S

TR

AI

LE

R

N O

. 2

TR

AI

LE

R F

F=

.5

EXIST BLDG 45

LO

O

P

RO

AD

MEDICAL GROUP ROAD

TEMPORARY

BUILDING

GENERATOR 1MVA

2.

8"H W

8"H W3

4" DHWR

1 12" DHW

1 12" DCW

1 2"

D H

W

1 2" D

C W

4"

D H

W R

2" D

C W

1 14" DHW

1 12" DCW

EXIST FIRE HYDRANT

8"H W

2" DHW

KEY PLAN

N

LOOP RD

RIDGECREST DR SE

SA

N

P

ED

R O

D R

S E 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 # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMESR. MYLES #25930 EXP. 07/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 07/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

JSS 79ALL

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

SPUR #: 1993.10

No. REVISION DESCRIPTION DATE

27486

NE

W MEXICO

A LA N L. LA CKEY

P R

O

FES S IO NA L ENGIN

EER

8/11/2023

BENCHMARK: .

BASIS OF BEARING IS THE STATE PLANE COORDINATE SYSTEM

OF 1983 (NEW MEXICO CENTRAL ZONE, NAD 83). ALL DISTANCES

AND COORDINATES SHOWN HEREON ARE SURFACE VALUES,

USING A GROUND SCALE FACTOR OF 1.000340865, SCALED AT

N=0, E=0. THE HORIZONTAL AND VERTICAL DATUM FOR THIS

SURVEY ARE BASED ON THE CITY OF ALBUQUERQUE FULLY

CONSTRAINED CONTROL NETWORK, AS PUBLISHED UNDER

https://www.cabq.gov/gis/map-views/geodetic-control. CONTROL

MONUMENTS USED ARE 1-M18 (HORIZONTAL) AND G-2

(VERTICAL). PLEASE SEE SURVEY SHEET(S) FOR ADDITIONAL

INFORMATION.

10' 20'

SCALE: 1" = 10'

UTILITY PLAN

CS300

NOTES: .

LEGEND: .

PROPOSED FEATURES:

PROPERTY LINE

NEW TEMPORARY SPS SEWER

1. PROPOSED DOMESTIC WATER LINE SHALL BE POLYVINYL

CHLORIDE PIPE (PVC) SCH 40.

2. PROPOSED WATER LINE MINIMUM COVER 42-INCHES.

3. PROPOSED SANITARY SEWER SHALL BE PVC SCH 40 (ASTM

D1765) FOR PIPE SIZES UP TO 6-INCHES AND SDR-26 OR

SDR-35 (ASTM D3034) FOR PIPE SIZES 8-INCHES AND

LARGER.

4. MAINTAIN 1.5-FEET CLEAR BETWEEN SANITARY SEWER AND

STORM SEWER AT CROSSINGS.

5. MAINTAIN 4-FEET HORIZONTAL CLEAR BETWEEN SANITARY

SEWER AND STORM SEWER.

6. 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.

7. COORDINATE THIS PLAN WITH PLUMBING DRAWINGS.

8. COORDINATE THIS PLAN WITH LANDSCAPING IRRIGATION

PLAN.

9. CONTRACTOR SHALL INSTALL CONTINUOUS

UNDERGROUND WARNING TAPE 12" DIRECTLY OVER

WATER LINE. WARNING TAPE SHALL BE STANDARD, 4 MIN

POLYETHYLENE, 3-INCH WIDE TAPE, DETECTABLE TYPE,

BLUE WITH BLACK LETTERS AND IMPRINTED WITH "CAUTION

BURIED WATER LINE BELOW".

10. REMOVE EXIST MANHOLE COVER AND REPLACE WITH

MODIFIED EJCO 4000 SERIES (OR EQUAL) TEMPORARY

SAFETY COVER. COVER SHALL ACCEPT 4" SANITARY PIPE

FROM TRAILER.

11. FOR DCW, DHW, & DHWR UTILITIES: CONTRACTOR TO

PROVIDE FREESTANDING PIPE SUPPORT AT MAXIMUM 10 FT

ON-CENTER SPACING.

12. FOR SANITARY SEWER UTILITIES: CONTRACTOR TO

PROVIDE FREESTANDING PIPE SUPPORT AT MAXIMUM 5 FT

ON-CENTER SPACING. NEW TEMPORARY CHILLED

WATER RETURN LINECWR

NEW TEMPORARY CHILLED

WATER SUPPLY LINECWS

EXISTING FEATURES:

NEW TEMPORARY ELEC LINEE

KEYED NOTES: .

NEW RPZ BFP

(RE: MEP)

NEW TEMPORARY

GENERATOR (RE: MEP)

NEW ELEC CONDUIT

(RE: MEP)

CONNECT TO EXIST

SAN SWR MANHOLE,

SEE NOTE 10

NEW 169 LF 4" CAST

IRON SEWER PIPE

@2.08% SEE NOTE 12

CONNECT TO

RELOCATED 8" WL W/

8"x8" WYE, REDUCER, AND GV&B

CONNECT TO

TEMPORARY TRAILER

NEW 25 LF 2" DCW

SEE NOTE 11

NEW 7 LF 2" CAST

IRON SEWER PIPE

@2.08% SEE NOTE 12

NEW 16 LF 2" FIRE

LINE

NEW 11 LF 2" FIRE

LINE

NEW 27 LF 2" CAST

IRON SEWER PIPE

@2.08% SEE NOTE 12

PROTECT EXIST PIV

8"x8"x4" TEE

NEW 23 LF 2" DHW

SEE NOTE 11

NEW 79 LF 3 4" DHWR

SEE NOTE 11

NEW 64 LF 11

2" DHW

SEE NOTE 11

NEW 63 LF 11

2" DCW

SEE NOTE 11

NEW ELECTRICAL EQUIPMENT

(RE: MEP)

NEW LIGHT POLE (RE:MEP)

NEW TEMPORARY DOMESTIC

HOT WATER RECIRC.DHWR

NEW TEMPORARY DOMESTIC

HOT WATERDHW

NEW TEMPORARY DOMESTIC

COLD WATERDCW

NEW TEMPORARY

FIRE LINE

NEW 90 DEGREE BEND WITH

RESTRAINED JOINTS

NEW 15 LF 11

4" DHW

NEW 13 LF 11

2" DCW

CONNECT TO EXIST 8"

WL W/ TAPPING

SADDLE & CORP. STOP

NEW 87LF 8"

HARD WATERLINE

CONNECT NEW 8" HARD

WATERLINE TO EXISTING

NEW OXYGEN LINE

(RE: MEP)

NEW OXYGEN LINEOXY

NEW TRANSFORMER

(RE:MEP)

NEW SANITARY SEWER

CLEANOUT

NEW 61 LF 4" FIRE

LINE

NEW REMOTE FDC

EXIST FIBER OPTIC LINEFO

EXIST GAS LINEG

EXIST SANITARY SEWERSS

EXIST UNDERGROUND ELECTRIC LINEUGE

EXIST OXYGEN LINEO

EXIST COMMUNICATION LINECOMM

EXIST STEAM & CONDENSATE RETURN

EXIST HARD WATER LINEHW

EXIST SOFT WATER LINESW

EXIST CHILLED WATER SUPPLY &

CHILLED WATER RETURNCW&CWR

NEW HARD WATER LINEHW

NEW TELECOM LINET

NEW TELECOM

CONDUIT (RE:MEP)

RELOCATED

IRRIGATION BOX

NEW 115 LF 3 4" HDPE

STORM DRAIN, RE: CS501

NEW 31 LF 3 4" HDPE

STORM DRAIN, RE: CS501

NEW TEMPORARY STORM DRAINSD

NEW HELICAL PILES

CONTRACTOR TO POTHOLE ALL EXISTING

UTILITIES NEAR THE PROPOSED FOUNDATIONS

AND NOTIFY THE ENGINEER OF ANY

DISCREPANCIES FROM THE DESIGN DRAWING.

NEW 76 LF 1" EMT FOR

FIRE ALARM

211145348.22FIBR. OPTC. PULLBOX

PB

5349.15FIBR. OPTC. PULLBOX

SPS TRAILER NO. 1

TRAILER FF=5353.50

SP

S

TR

AI

LE

R

N O

. 2

TR

AI

LE

R F

F=

.5

EXIST BLDG 45

LO

O

P

RO

AD

MEDICAL GROUP ROAD

TEMPORARY

BUILDING

IPB

CWO

EXIST BLDG 77

KEY PLAN

N

LOOP RD

RIDGECREST DR SE

SA

N

P

ED

R O

D R

S E 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 # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMESR. MYLES #25930 EXP. 07/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 07/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

JSS 79ALL

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

SPUR #: 1993.10

No. REVISION DESCRIPTION DATE

27486

NE

W MEXICO

A LA N L. LA CKEY

P R

O

FES S IO NA L ENGIN

EER

8/11/2023

BENCHMARK: .

BASIS OF BEARING IS THE STATE PLANE COORDINATE SYSTEM

OF 1983 (NEW MEXICO CENTRAL ZONE, NAD 83). ALL DISTANCES

AND COORDINATES SHOWN HEREON ARE SURFACE VALUES,

USING A GROUND SCALE FACTOR OF 1.000340865, SCALED AT

N=0, E=0. THE HORIZONTAL AND VERTICAL DATUM FOR THIS

SURVEY ARE BASED ON THE CITY OF ALBUQUERQUE FULLY

CONSTRAINED CONTROL NETWORK, AS PUBLISHED UNDER

https://www.cabq.gov/gis/map-views/geodetic-control. CONTROL

MONUMENTS USED ARE 1-M18 (HORIZONTAL) AND G-2

(VERTICAL). PLEASE SEE SURVEY SHEET(S) FOR ADDITIONAL

INFORMATION.

10' 20'

SCALE: 1" = 10'

SWPPP

CS400

NOTES: .

LEGEND: .

1. THIS DRAWING IS A MANDATORY SOIL CONSERVATION

PLAN FOR PURPOSES OF MEETING THE MINIMUM

REQUIREMENTS. A STORM WATER POLLUTION

PREVENTION PLAN SHALL BE REQUIRED ONLY IF THE

STATE OF NEW MEXICO MANDATES TO DO SO.

2. ALL SUBCONTRACTORS WILL BE EDUCATED TO FOLLOW

STORM WATER POLLUTION PREVENTION REQUIREMENTS.

3. ANY LAND CLEARING, CONSTRUCTION, DEVELOPMENT, OR

OTHER ACTIVITIES INVOLVING THE MOVEMENT OF EARTH

SHALL BE IN ACCORDANCE WITH THE SWPPP.

4. A SITE OPERATOR SHALL BE ON SITE ON ALL DAYS WHERE

CONSTRUCTION OR GRADING ACTIVITY TAKES PLACE.

5. 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.

6. 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.

7. 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.

8. 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.

9. 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.

10. ALL DISTURBED (NON PAVED) AREAS SHALL BE

HYDROMULCH SEEDED.

PROPOSED FEATURES:

EXISTING FEATURES:

IPB

CWO

INLET PROTECTION BARRIER

FILTER FABRIC FENCE

CONCRETE WASHOUT AREA

EXIST FIBER OPTIC LINEFO

EXIST GAS LINEG

EXIST SANITARY SEWERSS

EXIST UNDERGROUND ELECTRIC LINEUGE

EXIST OXYGEN LINEO

EXIST COMMUNICATION LINECOMM

EXIST HARD WATER LINEHW

EXIST SOFT WATER LINESW

EXIST CHILLED WATER SUPPLY &

CHILLED WATER RETURNCW&CWR

EXIST STEAM & CONDENSATE RETURN

CONTRACTOR TO POTHOLE ALL EXISTING

UTILITIES NEAR THE PROPOSED FOUNDATIONS

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 # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMESR. MYLES #25930 EXP. 07/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 07/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

JSS 79ALL

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

SPUR #: 1993.10

No. REVISION DESCRIPTION DATE

27486

NE

W MEXICO

A LA N L. LA CKEY

P R

O

FES S IO NA L ENGIN

EER

8/11/2023

CIVIL DETAILS

CS500

4 1

8 6

7 29 3 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 # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMESR. MYLES #25930 EXP. 07/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 07/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

JSS 79ALL

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

SPUR #: 1993.10

No. REVISION DESCRIPTION DATE

27486

NE

W MEXICO

A LA N L. LA CKEY

P R

O

FES S IO NA L ENGIN

EER

8/11/2023

CIVIL DETAILS

CS501

3:1 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 # OF

VA Health Care System Approval:

ARCHITECT:

SPUR SBBL COLLABORATIVE JN, INC.

100 N. STONE AVE STE 1102

TUCSON, AZ 85701-1524

(520) 620-0255

NM ARCH - SETH CAVIN #005667 EXP. 12/31/2023

NM MECH - JAMESR. MYLES #25930 EXP. 07/31/2024

NM ELEC - EVANS SORDIASHIE #22917 EXP. 07/31/2023

CIVIL / STRUCTURAL ENGINEER

H2B, INC.

1225 N. LOOP WEST, SUITE 800

HOUSTON, TX 77008

(713) 864-2900

MECH / ELEC / PLUMB / TECH ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(913) 369-7200

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 WEST 161ST STREET

OLATHE, KANSAS 66062

(913) 829-8690

FULLY SPRINKLERED

HEALTHCARE PLANNER

THE INNOVA GROUP

3196 NORTH SWAN ROAD

TUCSON, AZ 85712

(520) 886-8650

PHYSICAL SECURITY

FORCE PROTECT

10901 FRONT BEACH RD, UNIT 1415

PANAMA CITY BEACH, FL 32407

(502) 836-4232

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

JSS 79ALL

BID DOCUMENTS

REPAIR SPS SEWER AND

UPGRADE EQUIPMENT AREA

08/11/2023

501-21-101

RAYMOND G. MURPHY VAMC

1501 SAN PEDRO DRIVE SE

ALBUQUERQUE, NM 87108

SPUR #: 1993.10

No. REVISION DESCRIPTION DATE

27486

NE

W MEXICO

A LA N L. LA CKEY

P R

O

FES S IO NA L ENGIN

EER

8/11/2023

CIVIL DETAILS

CS502

23' - 0"

11' - 1"

35' - 0"

12' - 0"