Attachment 5 - C Drawings Part I.pdf

R1 - CONSTRUCT REPLACEMENT

WAREHOUSE

01/06/2020 TH DH

500 AZ-89, PRESCOTT, AZ 86301

649-414

OF 94

BID DOCUMENTS

Revision # Date

N

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of

Construction and Facilities

Management

Dwg.

CONSULTANT INFORMATION

F

SHEET TITLE

ARCHITECT

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

STRUCTURAL / CIVIL ENGINEER

H2B, INC. (AZ FIRM #18690)

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

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 W. 161ST STREET

OLATHE, KS 66062

(913) 829-8650

COMMISSIONING

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E. BROADWAY BLVD

TUCSON, AZ 85716

(520) 881-4546

TOPOGRAPHIC SURVEY

165-VA-000

7 92

G r o u n d

O b s c u r e d

G r o u s c u r e d

G r o u s c u r e d

G r o u s c u r e d

G r o u s c u r e d

G r o u s c u r e d

P i l e s

P i l e s

CONSTRUCTION

& SAFETY SIGN

(SEE NOTE 9)

CONSTRUCTION

& SAFETY SIGN

(SEE NOTE 9)

CONSTRUCTION LIMITS

END CONSTRUCTION FENCE

AT THE EDGE OF EXISTING ROAD

BEGIN CONSTRUCTION FENCE

AT EXIST EDGE OF PARKING LOT

P

P

P

P

P

P

P

R1 - CONSTRUCT REPLACEMENT

WAREHOUSE

01/06/2020 TH DH

500 AZ-89, PRESCOTT, AZ 86301

649-414

OF 94

BID DOCUMENTS

Revision # Date

N

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of

Construction and Facilities

Management

Dwg.

CONSULTANT INFORMATION

F

SHEET TITLE

ARCHITECT

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

STRUCTURAL / CIVIL ENGINEER

H2B, INC. (AZ FIRM #18690)

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

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 W. 161ST STREET

OLATHE, KS 66062

(913) 829-8650

COMMISSIONING

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E. BROADWAY BLVD

TUCSON, AZ 85716

(520) 881-4546

DEMOLITION LAYOUT

165-CD-100

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 LOCAL UTILITY LOCATING SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH ANY EXCAVATION.

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 ARIZONA LAWS

CONCERNING EXCAVATION.

6. SOD OR HYDROMULCH ALL DISTURBED AREAS.

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. CONTRACTOR TO PROVIDE CONSTRUCTION AND SAFETY SIGN PER VA REQUIREMENTS AT LOCATIONS AROUND THE SITE.

EXISTING TREE TO BE REMOVED

EXISTING ASPHALT, BASE, AND CONCRETE CURB & GUTTER TO BE REMOVED. CONTRACTOR

TO MAINTAIN ACCESS ALONG ROADWAY AT ALL TIMES. COORDINATE CLOSURES WITH VA.

EXISTING CONEX TO BE REMOVED (BY OWNER)

EXISTING SANITARY MANHOLE TO BE ADJUSTED TO FINAL GRADE

20' 40'

SCALE: 1" = 20'

EXISTING LIGHT POLE TO BE RELOCATED (COORDINATE NEW LOCATION WITH OWNER)

FULL DEPTH SAWCUT

EXISTING ASPHALT, BASE, AND CONCRETE CURB & GUTTER TO BE REMOVED

1" = 20'

DEMOLITION LAYOUT

BENCHMARK

HELD A CITY OF PRESCOTT PUBLISHED BENCHMARK:

MOL-03 NAVD(88) ELEVATION = 5349.12

FOUND CARRIAGE BOLT WITH 2" WASHER ON TOP OF CURB ON N.W. CURB RETURN AT S.W. CORNER OF NORTH WASHINGTON

AVENUE AND MOLLER STREET.

LEGEND

KEYED NOTES

NEW CONSTRUCTION FENCE

NEW CONSTRUCTION SIGN

CONSTRUCTION LIMITS

PROTECT EXISTING FEATURE

G r o u s c u r e d

G r o u s c u r e d

P i l e s

P i l e s

NEW WAREHOUSE

FF=5280

VAN

16 16

R1 - CONSTRUCT REPLACEMENT

WAREHOUSE

01/06/2020 TH DH

500 AZ-89, PRESCOTT, AZ 86301

649-414

OF 94

BID DOCUMENTS

Revision # Date

N

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of

Construction and Facilities

Management

Dwg.

CONSULTANT INFORMATION

F

SHEET TITLE

ARCHITECT

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

STRUCTURAL / CIVIL ENGINEER

H2B, INC. (AZ FIRM #18690)

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

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 W. 161ST STREET

OLATHE, KS 66062

(913) 829-8650

COMMISSIONING

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E. BROADWAY BLVD

TUCSON, AZ 85716

(520) 881-4546

SITE LAYOUT

165-CS-100

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 LOCAL UTILITY LOCATING SERVICES AT LEAST 48 HOURS BEFORE PROCEEDING WITH ANY EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER, WASTEWATER, STORMWATER LINES, AND OTHER UNDERGROUND UTILITIES 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 ARIZONA LAWS

CONCERNING EXCAVATION.

6. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED.

7. SOD OR HYDROMULCH ALL DISTURBED AREAS.

8. LIMITS OF DEMOLITION REQUIRED IS SHOWN IN SCHEMATIC REPRESENTATION ONLY. LIMITS OF DEMOLITION TO BE

VERIFIED IN FIELD BY CONTRACTOR.

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

10. REFERENCE TOPOGRAPHIC SURVEY FOR LEGEND OF EXISTING FEATURES.

11. CONDENSING UNIT PADS SHALL BE 6-INCHES LARGER THAN THE EQUIPMENT ON ALL SIDES. COORDINATE WITH MEP.

12. CONTRACTOR TO COORDINATE GAS CONNECTION, PRESSURE REDUCING VALVES, METER AND OTHER REQUIREMENTS

WITH GAS PROVIDER.

NEW ASPHALT PAVEMENT

NEW STORM SEWER w/ GRATE INLET

NEW SANITARY SEWER

NEW WATER LINE

NEW 5" ASPHALT w/ 6" AGGREGATE BASE

AND 8" PREPARED SUBGRADE

NEW CONCRETE SIDEWALK (AT GRADE)

NEW 6" MONOLITHIC CONCRETE CURB & GUTTER

20' 40'

SCALE: 1" = 20'

FULL DEPTH SAWCUT

MATCH EXISTING ASPHALT PAVEMENT

NEW GRAVEL PARKING

NEW 4 12" CONCRETE SIDEWALK (AT DOCK HEIGHT), RAMP, & STAIRS

1" = 20'

SITE LAYOUT

BENCHMARK

HELD A CITY OF PRESCOTT PUBLISHED BENCHMARK:

MOL-03 NAVD(88) ELEVATION = 5349.12

FOUND CARRIAGE BOLT WITH 2" WASHER ON TOP OF CURB ON N.W. CURB RETURN AT S.W. CORNER OF NORTH WASHINGTON

AVENUE AND MOLLER STREET.

LEGEND

KEYED NOTES

NEW 4 12" SIDEWALK (AT GRADE)

G25' BUILDING OFFSET LINE

NEW COMMUNICATION LINE

NEW UNDERGROUND ELECTRIC

COMM

E

NEW LIGHT POLE

NEW FENCE

CONCRETE AND ASPHALT :

UTILITIES - WET :

NEW CONCRETE PAVEMENT

NEW CONCRETE RECYCLING PAD (RE: STRUCTURAL)

NEW CONCRETE RAMP

NEW CONCRETE STAIRS (RE: STRUCTURAL)

NEW CONCRETE RETAINING WALL (RE: STRUCTURAL)

NEW THICKENED CONCRETE HEADER

(RE: CIVIL DETAIL 5/CI-001)

(OMITTED)

NEW CONCRETE EQUIPMENT PAD (SEE NOTE 11)

NEW STORM SEWER SYSTEM

NEW SANITARY SEWER SYSTEM

(OMITTED)

NEW FIRE WATER SYSTEM

NEW GAS LINE (SEE NOTE 12)

MISCELLANEOUS :

NEW PRECAST CONCRETE WHEELSTOP

NEW ADA VAN PARKING SIGN

NEW STOP SIGN

NEW FENCE w/ 2' WIDE CONCRETE MOW STRIP

NEW ACCESS CONTROLLED ROLLING GATE

52.5' TOTAL (17.5' OVERHEAD CANTILEVER)

25' BUILDING STANDOFF LINE

CONTRACTOR SHOULD TAKE ALL PRECAUTIONS

TO PRESERVE AND PROTECT THE HISTORIC

FT. WHIPPLE GATE

UTILITIES - DRY :

NEW UNDERGROUND ELECTRICAL CONDUIT/CABLE

NEW UNDERGROUND ELECTRICAL RACEWAY

PROTECT EXISTING ILLUMINATION POLE/FIXTURE

NEW ILLUMINATION POLE/FIXTURE (RE: STRUCTURAL)

(OMITTED)

NEW CONDENSING UNIT

NEW CARD READER AND INTERCOM SYSTEM

NEW GATE OPENER

NEW UNDERGROUND COMMUNICATION DUCT BANK

NEW VEHICLE DETECTION LOOP

NEW CONCRETE LANDING (RE: STRUCTURAL)

NEW GRAVEL PARKING AREA

NEW TRANSFORMER

NEW STORM SEWER w/ CURB INLET

NEW CLEANOUT

NEW GATE VALVE

NEW GAS LINE

NEW FIRE HYDRANT

G r o u s c u r e d

G r o u s c u r e d

P i l e s

P i l e s

NEW WAREHOUSE

FF=5280

R

.5

139.96' MANEUVER AREA

110.5'

139.96' CONCRETE PAVMENT

65.25'

85.5' 25'

12.5'

25'

SEE SHEET CS-102

R

12.5'

X=27802.80

Y=406904.03

X=27877.54

Y=406985.50

X=27804.67

Y=407052.36

X=27729.92

Y=406970.89

R

35'

R

R

R1 - CONSTRUCT REPLACEMENT

WAREHOUSE

01/06/2020 TH DH

500 AZ-89, PRESCOTT, AZ 86301

649-414

OF 94

BID DOCUMENTS

Revision # Date

N

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of

Construction and Facilities

Management

Dwg.

CONSULTANT INFORMATION

F

SHEET TITLE

ARCHITECT

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

STRUCTURAL / CIVIL ENGINEER

H2B, INC. (AZ FIRM #18690)

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

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 W. 161ST STREET

OLATHE, KS 66062

(913) 829-8650

COMMISSIONING

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E. BROADWAY BLVD

TUCSON, AZ 85716

(520) 881-4546

DIMENSIONED

SITE LAYOUT

165-CS-101

NOTES

20' 40'

SCALE: 1" = 20'

0 1" = 20'

SITE LAYOUT

BENCHMARK

HELD A CITY OF PRESCOTT PUBLISHED BENCHMARK:

MOL-03 NAVD(88) ELEVATION = 5349.12

FOUND CARRIAGE BOLT WITH 2" WASHER ON TOP OF CURB ON N.W. CURB RETURN AT S.W. CORNER OF NORTH WASHINGTON

AVENUE AND MOLLER STREET.

LEGEND

KEYED NOTES

NEW 4 12" SIDEWALK (AT GRADE)

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.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO EXISTING WATER, WASTEWATER, STORMWATER LINES, AND OTHER UNDERGROUND UTILITIES 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 ARIZONA LAWS

CONCERNING EXCAVATION.

6. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED.

7. SOD OR HYDROMULCH ALL DISTURBED AREAS.

8. LIMITS OF DEMOLITION REQUIRED IS SHOWN IN SCHEMATIC REPRESENTATION ONLY. LIMITS OF DEMOLITION TO BE

VERIFIED IN FIELD BY CONTRACTOR.

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

10. REFERENCE TOPOGRAPHIC SURVEY FOR LEGEND OF EXISTING FEATURES.

NEW STORM SEWER w/ GRATE INLET

NEW SANITARY SEWER

NEW WATER LINE

G

NEW COMMUNICATION LINE

NEW UNDERGROUND ELECTRIC

COMM

E

NEW LIGHT POLE

NEW FENCE

NEW STORM SEWER w/ CURB INLET

NEW CLEANOUT

NEW GATE VALVE

NEW GAS LINE

5'

5' 5'11'

16.83'

25.58'5'5.58'6'

3.92'

12.75'

9.08'

R

R

R

R

46.33'

11' 11' 11' 11'

1.5'

5'

5'

8.67'

25'46.5'34'

5.08'

NEW CONC STAIRS

(7" RISER, 11" TREAD)

(5 TOTAL)

NEW CONC STAIRS

(7" RISER, 11" TREAD)

(5 TOTAL)

NEW CONC STAIRS

(7" RISER, 11" TREAD)

(3 TOTAL)

33'

NEW GRAVEL PARKING AREA

VAN

NEW

ASPHALT

PARKING

NEW CONC S/W

NEW CONC RAMP

(RE: STRUCTURAL)

NEW CONC

RECYCLING PAD

(RE: STRUCTURAL)

NEW WAREHOUSE

NEW 6" CONC CURB

EDGE PROTECTION

18.75'

NEW CONC RAMP

(RE: STRUCTURAL)

NEW CONC S/W

NEW CONC LANDING

(RE: STRUCTURAL)

NEW CONC LANDING

(RE: STRUCTURAL)

NEW CONC LANDING

(RE: STRUCTURAL)

NEW CONC S/W

8.83'

NEW 2' WIDE

CONC MOW

STRIP

R1 - CONSTRUCT REPLACEMENT

WAREHOUSE

01/06/2020 TH DH

500 AZ-89, PRESCOTT, AZ 86301

649-414

OF 94

BID DOCUMENTS

Revision # Date

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of

Construction and Facilities

Management

Dwg.

CONSULTANT INFORMATION

F

SHEET TITLE

ARCHITECT

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

STRUCTURAL / CIVIL ENGINEER

H2B, INC. (AZ FIRM #18690)

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

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 W. 161ST STREET

OLATHE, KS 66062

(913) 829-8650

COMMISSIONING

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E. BROADWAY BLVD

TUCSON, AZ 85716

(520) 881-4546

SITE LAYOUT DETAILS

165-CS-102

NOTES

10' 20'

SCALE: 1" = 10'

BENCHMARK

HELD A CITY OF PRESCOTT PUBLISHED BENCHMARK:

MOL-03 NAVD(88) ELEVATION = 5349.12

FOUND CARRIAGE BOLT WITH 2" WASHER ON TOP OF CURB ON N.W. CURB RETURN AT S.W. CORNER OF NORTH WASHINGTON

AVENUE AND MOLLER STREET.

LEGEND

KEYED NOTES

N

1" = 10'

SITE DETAIL A

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.

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 ARIZONA LAWS

CONCERNING EXCAVATION.

6. ALL DIMENSIONS SHOWN ARE TO FACE OF CURB, UNLESS OTHERWISE NOTED.

7. * OMITTED *

8. SOD OR HYDROMULCH ALL DISTURBED AREAS.

9. LIMITS OF DEMOLITION REQUIRED IS 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. REFERENCE TOPOGRAPHIC SURVEY FOR LEGEND OF EXISTING FEATURES.

G r o u s c u r e d

G r o u s c u r e d

P i l e s

P i l e s

A1

0.221

A3

0.188

A2

0.389

A5

0.210

A4

0.251

A6

0.213

A7

0.300

B1

0.286

A7

1.773

14.91

A6

1.473

12.39

A5

1.473

10.59

A3

0.799

6.71

A2

0.611

5.14

A1

0.221

1.86

A4

1.050

8.83

B1

0.286

2.41

NEW TYPE "G" STM INL

RIM = 5276.30

FL 30" N = 5272.33

FL 30" S = 5272.33

NEW TYPE "G" STM INL

GRATE = 5276.30

FL 30" N = 5272.41

FL 30" S = 5272.41

NEW 75 LF

12" STM SWR

@ 0.37%

NEW TYPE "G" STM INL

GRATE = 5275.53

FL 12" S = 5273.00

FL 2-15" N = 5273.00

NEW TYPE "B" STM INL

TC = 5276.42

FL 12" N = 5273.28

CONNECT NEW STM

SWR TO EXIST STM MH

RIM = 5277.00

FL 30" N = 5272.30

BOTTOM OF VAULT FL = 5272.30

NEW 26 LF

30" STM SWR

@ 0.12%

NEW 186 LF

24" STM SWR

@ 0.15%

NEW DUAL (2) - 65 LF

15" STM SWR @ 0.28%

NEW TYPE "G" STM INL

RIM = 5276.30

FL 24" W = 5272.50

FL 30" S = 5272.50

NEW TYPE "G" STM INL

RIM = 5277.00

FL 2-15" S = 5272.82

FL 24" E = 5272.82

NEW 75 LF

30" STM SWR

@ 0.11%

NEW 31 LF

10" STM DRAIN

NEW TYPE "G" STM INL

GRATE = 5276.80

FL 15" N = 5274.30

CONNECT NEW STM

SWR TO EXIST STM MH

GRATE = 5278.20

FL 15" SW = 5274.02

FL 60" NE = 5273.20

FL 60" SE = 5273.40

NEW 100 LF

15" STM SWR

@ 0.28%

CO

NEW 31 LF

10" STM DRAIN

CO

NEW 75 LF

30" STM SWR

@ 0.11%

DS DS

R1 - CONSTRUCT REPLACEMENT

WAREHOUSE

01/06/2020 TH DH

500 AZ-89, PRESCOTT, AZ 86301

649-414

OF 94

BID DOCUMENTS

Revision # Date

N

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of

Construction and Facilities

Management

Dwg.

CONSULTANT INFORMATION

F

SHEET TITLE

ARCHITECT

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

STRUCTURAL / CIVIL ENGINEER

H2B, INC. (AZ FIRM #18690)

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

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 W. 161ST STREET

OLATHE, KS 66062

(913) 829-8650

COMMISSIONING

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E. BROADWAY BLVD

TUCSON, AZ 85716

(520) 881-4546

PROPOSED DRAINAGE AREA BOUNDARY

X.XX

"X"

FLOW

INL #

AC

TOTAL ACCUMULATIVE FLOW (CFS)

TOTAL ACCUMULATIVE ACRES

PROP INLET DESIGNATION

DRAINAGE AREA (ACRES)

DRAINAGE AREA DESIGNATION

SHEET FLOW DIRECTION

DRAINAGE AREA MAP LAYOUT

165-CG-100

NOTES

1. PROPOSED SITE DRAINAGE SYSTEM DESIGNED FOR THE 100-YEAR STORM EVENT, USING CITY OF PRESCOTT CRITERIA.

2. ALL PROPOSED STORM SEWER PIPE SHALL BE HDPE PIPE OR APPROVED EQUAL.

3. CLEANOUTS LOCATED IN PAVEMENT SHALL BE TRAFFIC RATED.

4. COORDINATE DOWNSPOUT CONNECTION LOCATIONS WITH ARCHITECTURAL DRAWINGS.

20' 40'

SCALE: 1" = 20'

0 1" = 20'

DRAINAGE AREA LAYOUT

BENCHMARK

HELD A CITY OF PRESCOTT PUBLISHED BENCHMARK:

MOL-03 NAVD(88) ELEVATION = 5349.12

FOUND CARRIAGE BOLT WITH 2" WASHER ON TOP OF CURB ON N.W. CURB RETURN AT S.W. CORNER OF NORTH WASHINGTON

AVENUE AND MOLLER STREET.

LEGEND

KEYED NOTES

NEW STORM SEWER CLEANOUT (SEE NOTE 3)

CO

NEW DOWNSPOUT CONNECTION (SEE NOTE 4)

DS

NEW STORM SEWER w/ GRATE INLET

NEW STORM SEWER w/ CURB INLET

NEW CLEANOUT

G r o u s c u r e d

G r o u s c u r e d

P i l e s

P i l e s

MATCH EXIST

TP=±5278.00

NEW 35 LF VALLEY

GUTTER @ 0.50%

NEW 30 LF VALLEY

GUTTER @ 0.50%

GRADE AT

4:1 SLOPE

GRADE AT

4:1 SLOPE

NEW WAREHOUSE

FF=5280.00

GRADE AREA

TO DRAIN

GRADE AREA

TO DRAIN

GRADE AREA

TO DRAIN

GRADE AREA

TO DRAIN

GRADE AREA

TO DRAIN

SEE SHEET CG-102

TP=5277.50

MATCH EXIST

TP=±5277.40

TP=5277.50

TP=5276.52

TP=5275.98

GT=5276.30

TOP OF CONCRETE

CONDENSER PAD

EL=5279.00

TP=5276.00

GT=5276.80

TP=5275.78

TP=5275.78

TP=5275.92

GT=5276.30

GT=5276.30GT=5277.00

FG=5276.66

FG=5276.66

MATCH EXIST

TP=±5277.50

FG=5277.00

FG=5277.00

TP=5278.60

TOP OF CONCRETE

CONDENSER PAD

EL=5277.25

TP=5275.53

BEGIN VALLEY

TP=5275.65

BEGIN VALLEY

TP=5275.67

GRADE AT

4:1 SLOPE

GRADE AT

6:1 SLOPE

TP=5276.00

TP=5276.00

FG=5279.18

FG=5279.00

TP=5276.52

MATCH EXIST

TP=±5279.04

MATCH EXIST

TP=±5279.74

MATCH EXIST

TP=±5280.48

MATCH EXIST

TP=±5278.82

TP=5279.00

R1 - CONSTRUCT REPLACEMENT

WAREHOUSE

01/06/2020 TH DH

500 AZ-89, PRESCOTT, AZ 86301

649-414

OF 94

BID DOCUMENTS

Revision # Date

N

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of

Construction and Facilities

Management

Dwg.

CONSULTANT INFORMATION

F

SHEET TITLE

ARCHITECT

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

STRUCTURAL / CIVIL ENGINEER

H2B, INC. (AZ FIRM #18690)

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

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 W. 161ST STREET

OLATHE, KS 66062

(913) 829-8650

COMMISSIONING

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E. BROADWAY BLVD

TUCSON, AZ 85716

(520) 881-4546

NEW STORM SEWER

NEW SANITARY SEWER

NEW WATER LINE

NEW SWALE/DITCH

NEW MAJOR CONTOUR (1.0')

NEW MINOR CONTOUR (0.2')

TOP OF PAVEMENT

TOP OF SIDEWALK

TP

SW

TOP OF DOCKTD

TOP OF GRATEGT

GRADING LAYOUT

165-CG-101

NOTES

1. SOD OR HYDRO-MULCH ALL DISTURBED AREAS.

2. PROVIDE 2% MAX SLOPE AT EACH ADA ACCESSIBLE PARKING SPACE.

3. PROVIDE 2% MAX CROSS SLOPE AT EACH PEDESTRIAN DOOR.

4. ADA ACCESSIBLE RAMPS SHALL NOT EXCEED 5.00% 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%.

5. CONCRETE SLOPE SHALL BE NO LESS THAN 0.50% EXCEPT CONCRETE GUTTERS AND VALLEYS SHALL BE NO LESS THAN 0.35%.

6. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.

7. NEW STORM SEWER PIPE AND NEW UNDERGROUND UTILITIES NOT SHOWN FOR CLARITY.

20' 40'

SCALE: 1" = 20'

0 1" = 20'

GRADING LAYOUT

BENCHMARK

HELD A CITY OF PRESCOTT PUBLISHED BENCHMARK:

MOL-03 NAVD(88) ELEVATION = 5349.12

FOUND CARRIAGE BOLT WITH 2" WASHER ON TOP OF CURB ON N.W. CURB RETURN AT S.W. CORNER OF NORTH WASHINGTON

AVENUE AND MOLLER STREET.

LEGEND

KEYED NOTES

ELEVATIONEL

FINISH FLOORFF

FINISH GRADEFG

NEW WAREHOUSE

FF=5280.00

5.0%

3.0%

3.0%

NEW CONC STAIRS

(7" RISER, 11" TREAD)

(5 TOTAL)

NEW CONC STAIRS

(7" RISER, 11" TREAD)

(5 TOTAL)

NEW 6" CONC CURB

EDGE PROTECTION

GRADE AT 4:1

SLOPE TO

ELEV 5278.00

GRADE AT 6:1

SLOPE TO

ELEV 5278.00

2.0%

FG=5280.32

SW=5276.98

SW=5279.90

FG=5276.67

SW=5280.00

FG=5276.75

SW=5276.98

FG=5276.98

SW=5279.90

FG=5276.98

SW=5277.00

SW=5277.08

SW=5280.00

TD=5279.53

FG=5277.50

TD=5279.53

FG=5277.50

TD=5279.87

FG=5277.50

SW=5276.93

SW=5277.03

SW=5276.95

FG=5276.95

SW=5277.03

FG=5277.03

TD=5279.95

FG=5277.50

TD=5280.00

TD=5280.00

FG=5277.00

SW=5275.98

TC=5276.30

SW=5275.80

TC=5280.32

SW=5279.82

FG=5278.00

FG=5278.00

SW=5277.68

SW=5277.68

SW=5277.93

SW=5277.93

SW=5278.23

SW=5278.13

SW=5278.05

SW=5278.31

TP=5277.89

1.0%

TP=5278.00

TP=5277.55

TP=5277.50

TP=5277.30

TP=5277.00

TP=5277.50

SW=5278.80

FG=5277.68

SW=5279.01

FG=5277.68

SW=5279.01

SW=5280.00

SW=5279.90

SW=5278.91

SW=5278.41

SW=5278.15

SW=5280.00

FG=5279.00

SW=5279.80

FG=5278.50

SW=5279.80

FG=5278.12

FG=5279.00

FG=5277.00

TP=5276.00

SW=5278.81

FG=5277.68

A A

C G

B B

C G

NEW 2' WIDE

CONC MOW

STRIP

EL=5278.00

MATCH EXIST

ELEVATION

2.0%

6" CURB

NEW CONC RAMP

(RE: STRUCTURAL)

BLDG FOUNDATION

(RE: STRUCTURAL)

FF=5280.00

GRADE

TO DRAIN

NATURAL

GROUND

2' WIDE, 4" THICK

CONC MOW STRIP

(RE: CI-008)

NEW CONC RAMP

(RE: STRUCTURAL)

BLDG FOUNDATION

(RE: STRUCTURAL)

FF=5280.00

NATURAL

GROUND

2.0%

6" CURB

MATCH EXIST

ELEVATION

2' WIDE, 4" THICK

CONC MOW STRIP

(RE: CI-008)

R1 - CONSTRUCT REPLACEMENT

WAREHOUSE

01/06/2020 TH DH

500 AZ-89, PRESCOTT, AZ 86301

649-414

OF 94

BID DOCUMENTS

Revision # Date

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of

Construction and Facilities

Management

Dwg.

CONSULTANT INFORMATION

F

SHEET TITLE

ARCHITECT

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

STRUCTURAL / CIVIL ENGINEER

H2B, INC. (AZ FIRM #18690)

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

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 W. 161ST STREET

OLATHE, KS 66062

(913) 829-8650

COMMISSIONING

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E. BROADWAY BLVD

TUCSON, AZ 85716

(520) 881-4546

NEW STORM SEWER

NEW SANITARY SEWER

NEW WATER LINE

NEW SWALE/DITCH

NEW MAJOR CONTOUR (1.0')

NEW MINOR CONTOUR (0.2')

TOP OF PAVEMENT

TOP OF SIDEWALK

TP

SW

TOP OF DOCKTD

TOP OF WALLTW

GRADING DETAILS

165-CG-102

NOTES

1. SOD OR HYDRO-MULCH ALL DISTURBED AREAS.

2. PROVIDE 2% MAX SLOPE AT EACH ADA ACCESSIBLE PARKING SPACE.

3. PROVIDE 2% MAX CROSS SLOPE AT EACH PEDESTRIAN DOOR.

4. ADA ACCESSIBLE RAMPS SHALL NOT EXCEED 5.00% 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%.

5. CONCRETE SLOPE SHALL BE NO LESS THAN 0.50% EXCEPT CONCRETE GUTTERS AND VALLEYS SHALL BE NO LESS THAN 0.35%.

6. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.

7. STORM SEWER PIPE NOT SHOWN FOR CLARITY.

10' 20'

SCALE: 1" = 10'

BENCHMARK

HELD A CITY OF PRESCOTT PUBLISHED BENCHMARK:

MOL-03 NAVD(88) ELEVATION = 5349.12

FOUND CARRIAGE BOLT WITH 2" WASHER ON TOP OF CURB ON N.W. CURB RETURN AT S.W. CORNER OF NORTH WASHINGTON

AVENUE AND MOLLER STREET.

LEGEND

KEYED NOTES

NATURAL GROUNDNG

BOTTOM OF WALLBW

FINISH FLOORFF

N

1" = 10'

GRADING DETAIL A

1" = 5'

A

SECTION A-A

1" = 5'

B

SECTION B-B

G r o u s c u r e d

G r o u s c u r e d

P i l e s

P i l e s

NEW WAREHOUSE

FF=5280.00

IPB

IPB

IPB

IPB

IPB

IPB

IPB

R1 - CONSTRUCT REPLACEMENT

WAREHOUSE

01/06/2020 TH DH

500 AZ-89, PRESCOTT, AZ 86301

649-414

OF 94

BID DOCUMENTS

Revision # Date

N

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of

Construction and Facilities

Management

Dwg.

CONSULTANT INFORMATION

F

SHEET TITLE

ARCHITECT

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

STRUCTURAL / CIVIL ENGINEER

H2B, INC. (AZ FIRM #18690)

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

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 W. 161ST STREET

OLATHE, KS 66062

(913) 829-8650

COMMISSIONING

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E. BROADWAY BLVD

TUCSON, AZ 85716

(520) 881-4546

NEW STORM SEWER

NEW SWALE/DITCH

CWO

INLET PROTECTION BARRIER

FILTER FABRIC FENCE

CONCRETE WASHOUT AREA

STORM WATER POLLUTION PREVENTION

PLAN LAYOUT

165-CG-103

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.

9. ALL DISTURBED (NON PAVED) AREAS SHALL BE HYDROMULCH SEEDED.

20' 40'

SCALE: 1" = 20'

0 1" = 20'

SWPPP LAYOUT

BENCHMARK

HELD A CITY OF PRESCOTT PUBLISHED BENCHMARK:

MOL-03 NAVD(88) ELEVATION = 5349.12

FOUND CARRIAGE BOLT WITH 2" WASHER ON TOP OF CURB ON N.W. CURB RETURN AT S.W. CORNER OF NORTH WASHINGTON

AVENUE AND MOLLER STREET.

LEGEND

KEYED NOTES

IPB

G r o u s c u r e d

G r o u s c u r e d

P i l e s

P i l e s

NEW WAREHOUSE

FF=5280.00

CONNECT NEW SAN

SWR TO EXIST SAN MH

RIM = 5279.72

(NEW) FL 6" N = 5271.92

FL 8" S = 5272.82

FL 12" E = 5271.92

FL 12" W = 5271.95

CONNECT NEW SAN

SWR TO NEW BLDG

(RE: MEP)

CONNECT NEW 6" FIRE LINE

TO NEW BLDG (RE: MEP)

NEW 221 LF

6" FIRE LINE

NEW 75 LF

6" SAN SWR

@ 0.70%

NEW SAN CLEANOUT

FL = 5272.93

C

2 - 6" 45° BEND

2 - 2" 45° BEND

NEW 115 LF

6" FH LEAD

CONNECT NEW 6" WL

TO EXIST 8" WL

1 - 8"x8"x6" TS&V & BOX

1 - 6" 45° BEND

1 - 2" 45° BEND

1 - 6"x6"x6" TEE

2 - GV & BOX

CONNECT NEW COMM

LINE TO NEW BLDG

(RE: MEP)

CONNECT NEW COMM

LINE TO EXIST BLDG

(RE: MEP)

NEW 45 LF 6" SAN

SWR @ 0.70%

C

C

NEW COMMUNICATION

DUCK BANK

(RE: MEP)

NEW UNDERGROUND

ELECTRIC LINE

(RE: MEP)

CONNECT NEW

UNDERGROUND

ELECTRIC TO

NEW BLDG

(RE: MEP)

2 - 6" 45° BEND

1 - 2" 90° BEND

CONNECT NEW GAS

LINE TO EXIST GAS

LINE (RE: MEP)

NEW UNDERGROUND

ELECTRIC LINE

(RE: MEP)

NEW LIGHT POLE (RE: MEP)

RE: STRUCTURAL DETAIL

5/SA-031 LIGHT POLE BOLLARD

(TYP)

C

C

STM FL = 5274.59

SAN FL = 5272.05

C

C

C

CONNECT NEW UNDERGROUND

ELECTRIC LINE TO EXIST FEATURE

(RE: MEP)

C

NEW CONDENSING

UNIT & PAD

1 - FIRE HYDRANT

CONNECT NEW GAS

TO NEW BLDG

(RE: MEP)

NEW CONDENSING

UNIT & PAD

NEW 69 LF

6" SAN SWR

@ 0.70%

NEW SAN

CLEANOUT

FL = 5272.45

NEW ELECTRIC

TRANSFORMER

(RE: MEP)

NEW ELECTRIC

GENERATOR & PAD

(RE: MEP)

C

C

C

C

C

C

C

C

NEW UNDERGROUND

ELECTRIC LINE

(RE: MEP)

NEW CARD READER

& INTERCOM SYSTEM

(RE: MEP)

NEW GATE OPENER

(RE: MEP)

NEW VEHICLE

DETECTION LOOP

(RE: MEP)

C

NEW CONDENSING

UNIT & PAD

R1 - CONSTRUCT REPLACEMENT

WAREHOUSE

01/06/2020 TH DH

500 AZ-89, PRESCOTT, AZ 86301

649-414

OF 94

BID DOCUMENTS

Revision # Date

N

DRAWING NUMBER

VA PROJECT NUMBER

DATE

PROJECT TITLE

BUILDING NUMBER

PROJECT LOCATION

CHECKED BY DRAWN BY

APPROVED: PROJECT DIRECTOR

VA FORM 08-6231

Office of

Construction and Facilities

Management

Dwg.

CONSULTANT INFORMATION

F

SHEET TITLE

ARCHITECT

FULLY SPRINKLERED

PROJECT PHASE

2 3 4 5 6 7 8 9 10

1 2 3 4 5 6 7 8 9 10

U.S. Department of Veteran Affairs

F

E

D

C

B

A

E

D

C

B

A

STRUCTURAL / CIVIL ENGINEER

H2B, INC. (AZ FIRM #18690)

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

(405) 842-6100

FIRE PROTECTION ENGINEER

POOLE FIRE PROTECTION, INC.

19910 W. 161ST STREET

OLATHE, KS 66062

(913) 829-8650

COMMISSIONING

GLHN ARCHITECTS & ENGINEERS, INC.

2939 E. BROADWAY BLVD

TUCSON, AZ 85716

(520) 881-4546

POSSIBLE CONFLICT (SEE NOTE 6)

UTILITY LAYOUT

165-CU-100

NOTES

20' 40'

SCALE: 1" = 20'

1" = 20'

UTILITY LAYOUT

BENCHMARK

HELD A CITY OF PRESCOTT PUBLISHED BENCHMARK:

MOL-03 NAVD(88) ELEVATION = 5349.12

FOUND CARRIAGE BOLT WITH 2" WASHER ON TOP OF CURB ON N.W. CURB RETURN AT S.W. CORNER OF NORTH WASHINGTON

AVENUE AND MOLLER STREET.

LEGEND

NEW GAS LINEG

NEW COMMUNICATION LINE

NEW UNDERGROUND ELECTRIC

COMM

E

NEW LIGHT POLE

1. NEW FIRE LINE SHALL BE (PVC) C900.

2. NEW WATER LINE MINIMUM COVER 42".

3. PROPOSED SANITARY SEWER SHALL BE PVC SCH 40 (ASTM D1765) FOR PIPE SIZES UP TO 6" AND SDR-26 OR SDR-35

(ASTM D3034) FOR PIPE SIZES 8" AND LARGER.

4. MAINTAIN 1.5' VERTICAL CLEAR BETWEEN SANITARY SEWER, WATER LINE, AND STORM SEWER AT CROSSINGS.

5. MAINTAIN 4' HORIZONTAL CLEAR BETWEEN SANITARY SEWER AND STORM SEWER.

6. MAINTAIN 2' VERTICAL AND 9' HORIZONTAL CLEAR BETWEEN WATER AND NON-PRESSURE RATED SANITARY SEWER.

7. COORDINATE THIS PLAN WITH PLUMBING DRAWINGS.

8. COORDINATE THIS PLAN WITH LANDSCAPING IRRIGATION PLAN.

9. CONTRACTOR RESPONSIBLE TO COORDINATE GAS LINE CONNECTION WITH UTILITY COMPANY.

10. CONTRACTOR SHALL INSTALL CONTINUOUS UNDERGROUND WARNING TAPE 12" DIRECTLY OVER WATER LINE. WARNING TAPE SHALL BE STANDARD, 4 MIN POLYETHYLENE, 3" WIDE TAPE, DETECTABLE TYPE, BLUE WITH BLACK LETTERS AND

IMPRINTED WITH "CAUTION BURIED WATER LINE BELOW".

NEW STORM SEWER w/ GRATE INLET

NEW SANITARY SEWER

NEW WATER LINE

NEW STORM SEWER w/ CURB INLET

NEW CLEANOUT

NEW GATE VALVE