ATTACHMENT A - 2 of11 501-17-105 Dwg Civil 07-20-22.pdf

NMVAHCS CAMPUS

PROPERTY LINE

020' 20' 40'10'

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

100% CONSTRUCTION

DOCUMENTSA/E:

TRIPLE C THE A/E GROUP

2266 S. Dobson Road, Suite 200

Mesa AZ, 85202

928-499-3225

Mat Perkins

Structural and Subconsultants:

P2S ENGINEERING, INC.

5000 E. Spring Street, 8th Floor

8th Floor

Long Beach, CA 90815-5218

Contact: Mikhail Fuks

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

501-17-105

UPGRADE ENERGY PLANT

EQUIPMENT INFRASTRUCTURE

(BLDG. 43 & 43A)

CIVIL DEMOLITION PLAN

LIMITS OF CONSTRUCTION

WATERLINE

SANITARY SEWER LINE

STORM DRAIN LINE

UNDERGROUND ELECTRICAL LINE

BACK OF CURB

EDGE OF PAVEMENT

EX. CONCRETE

EX. A.C. PAVEMENT

FENCE LINE

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

FIRE HYDRANT

STREETLIGHT

WATER VALVE

STEAM MANHOLE

SIDEWALK

UNDERGROUND GAS LINE

EXISTING PROPOSED

1. ALL WORK DETAILED ON THESE PLANS AND PERFORMED UNDER THIS CONTRACT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS AND THE GEOTECHNICAL REPORT. WHERE APPLICABLE, CITY OF ALBUQUERQUE PUBLIC WORKS STANDARDS

SHALL APPLY.

2. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE, AND FEDERAL LAWS, RULES AND REGULATIONS WHICH APPLY TO THE

CONSTRUCTION OF THESE IMPROVEMENTS, INCLUDING EPA REGULATIONS WITH RESPECT TO STORM WATER DISCHARGE.

3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL POTENTIAL

OBSTRUCTIONS INCLUDING ALL UNDERGROUND UTILITIES. THE CONTRACTOR'S SURVEYOR SHALL DOCUMENT THE HORIZONTAL LOCATION

AND ELEVATION OF UTILITIES THAT ARE EXPOSED. SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL NOTIFY THE CONTRACTING

OFFICER'S REPRESENTATIVE (COR) OR ENGINEER SO THE CONFLICT CAN BE RESOLVED WITH A MINIMUM AMOUNT OF DELAY.

4. ALL ELECTRICAL, TELEPHONE, CABLE TV, GAS AND OTHER UTILITY LINES, CABLES, AND APPURTENANCES ENCOUNTERED DURING

CONSTRUCTION THAT REQUIRE RELOCATION, SHALL BE COORDINATED WITH THE COR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATION OF ALL NECESSARY UTILITY ADJUSTMENTS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR DELAYS OR

INCONVENIENCES CAUSED BY UTILITY COMPANY WORK CREWS. THE CONTRACTOR MAY BE REQUIRED TO RESCHEDULE HIS ACTIVITIES TO

ALLOW UTILITY CREWS TO PERFORM THEIR REQUIRED WORK.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY LINES WITHIN THE CONSTRUCTION AREA. ANY DAMAGE TO

EXISTING FACILITIES CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE AND

APPROVED BY THE CONSTRUCTION OBSERVER.

6. CONSTRUCTION ACTIVITY SHALL BE LIMITED TO THE PROPERTY AND/OR PROJECT LIMITS. ANY DAMAGE TO ADJACENT PROPERTIES

RESULTING FROM CONSTRUCTION PROCESS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

7. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT SHALL NOT OBSTRUCT DRIVEWAYS OR DESIGNATED TRAFFIC LANES. THE

CONTRACTOR SHALL NOT STORE ANY EQUIPMENT OR MATERIAL WITHIN THE PUBLIC RIGHT-OF-WAY.

8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR THE PROJECT PRIOR TO COMMENCING CONSTRUCTION (I.E. BARRICADING, TOPSOIL DISTURBANCE, EXCAVATION PERMITS, EPA STORM WATER PERMITS, ETC.)

9. ALL PROPERTY CORNERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ALL PROPERTY

CORNERS MUST BE RESET BY A REGISTERED LAND SURVEYOR.

10. THE CONTRACTOR SHALL PREPARE A CONSTRUCTION TRAFFIC CONTROL AND SIGNING PLAN AND OBTAIN APPROVAL OF SUCH PLAN FROM

THE CONTRACT OFFICER'S REPRESENTATIVE (COR), PRIOR TO BEGINNING ANY CONSTRUCTION WORK ON OR ADJACENT TO EXISTING

STREETS.

11. ALL BARRICADES AND CONSTRUCTION SIGNING SHALL CONFORM TO APPLICABLE SECTIONS OF THE "MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICES" (MUTCD), US DEPARTMENT OF TRANSPORTATION, LATEST EDITION.

12. THE CONTRACTOR SHALL MAINTAIN ALL CONSTRUCTION BARRICADES AND SIGNING AT ALL TIMES. THE CONTRACTOR SHALL VERIFY THE

PROPER LOCATION OF ALL BARRICADING AT THE END AND BEGINNING OF EACH DAY.

13. THE CONTRACTOR SHALL TAKE ALL STEPS NECESSARY TO CONFORM WITH EPA REQUIREMENTS, INCLUDING COMPLIANCE WITH NPDES

PHASE 2 REQUIREMENTS. THIS INCLUDES PREPARATION OF A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), FILING THE NOTICE OF

INTENT AND MAINTENANCE OF SWPPP BEST MANAGEMENT PLANS (BMP'S).

14. THE CONTRACTOR IS TO AVOID ALL PLANT SHUTDOWNS

15. THE CONTRACTOR IS TO PROVIDE ANY TEMPORARY UTILITIES REQUIRED TO AVOID PLANT SHUTDOWNS.

EX. CONCRETE/ A.C. PAVEMENT TO BE REMOVED

EX. LANDSCAPE TO BE REMOVED, STORED AND RE-INSTALLED

EX. ASPHALT, CURB & GUTTER TO BE REMOVED

NATIONAL HISTORIC PRESERVATION

NOTE:

STAGING AREA TO BE LOCATED ADJACENT ON THE SOUTH AND EAST SIDE OF BUILDING 43 IN A NMVAMC PROVIDED FENCED ENCLOSURE

WITH CONNEXES, LIGHTING, AND POWER. SECURITY IS TO BE PROVIDED BY THE CONTRACTOR.

EXISTING SIDEWALK

TO BE REMOVED

REMOVE EXISTING ABANDONED

FUEL LINE

EXISTING TREE STUMP

TO BE REMOVEDEXISTING CONCRETE

TO BE REPLACED EXISTING SIDEWALK

TO BE REPLACED

EXISTING ELECTRICAL

LINE/CONDUIT TO BE

FIELD VERIFIED

SEE ELECTRICAL

PLANS FOR NEW

CONNECTION AND PHASING

1"=20' F1

CIVIL DEMOLITION PLAN

EXISTING 2LF CURB

TO BE REMOVED

EXISTING SIDEWALK

TO BE REPLACED

EXISTING COMMUNICATION LINE

TO BE RELOCATED

EXISTING ELECTRICAL

LINE/CONDUIT TO

BE REMOVED/ABANDONED

-COORDINATE REMOVAL WITH

NEW INSTALLATION, REFER TO

ELECTRICAL PLANS.

2' CONCRETE CURB

HEAVY DUTY CONCRETE PAVING

QUANTITY UNITS

5" CONCRETE SIDEWALK

LF

SY

SY

DESCRIPTION

ELECTRICAL LINE LF68

COMMUNICATIONS LINE LF78

TREE STUMP EA1

EXISTING 2LF CURB

TO BE REMOVED

EXISTING UNDERGROUND

FUEL TANK TO REMAIN

IN PLACE

ADD ALTERNATE #1 - 2' CONCRETE CURB LF4

ADD ALTERNATE #1 - 2" A.C. PAVEMENT SF75

EXISTING SIDEWALK

TO BE REPLACED

EXISTING 2LF CURB

TO BE REMOVED

EXISTING FURNITURE TO BE

RELOCATED TO PROPOSED

PATIO. - SEE SHEET CS101

EXISTING LOADING

DOCK TO REMAIN

IN PLACE

EXISTING UNDERGROUND

FUEL TANK TO REMAIN

IN PLACE

EXISTING LANDSCAPE

TO BE REMOVED.

EXISTING MEDIUM PRESSURE

STEAM LINE (ABANDONED)

TO BE REMOVED

-SEE PHOTO F1, THIS SHEET

EXISTING STEAM PIPE TO BE REMOVED

STEAM PIPE IN TUNNEL LF475

N.T.S.

F8

TUNNEL STEAM PIPE

ADD ALTERNATE #1 - TREE EA2

EXISTING CONVAULT TO BE

RELOCATED BY VA.

EXISTING FIRE ALARM CONDUIT

TO BE FIELD VERIFIED

UTILITY TUNNEL

EXISTING WALL SECTION

TO BE REMOVED

7/20/2022

EXPIRES: 12/31/23 07/20/2022

INSTALL CONSTRUCTION

FENCING W/ FABRIC COVERING

CONSTRUCTION AND

SAFETY SIGN

L1

L2

L3

L10

L11

L12

L13

L15

L16

L17

L22

L23

L24

L25

L26 L27

L14

L30

L31

L32

L36

L37

L38

L33

L34

L35

L28

L29

L39

L40

L41 6.00'

L18 L1

L20 L21

L42

L43

L44L45

L46

L47

L48

L49

L50

M-7 CREDIT SOLID WASTE MANAGEMENT

-FACILITY MAINTENANCE AND RENOVATION

DIVERT RENOVATION WASTE FROM LANDFILL AND

INCINERATORS CONTRACTOR TO MANAGE WASTE

AND RECYCLABLES DURING CONSTRUCTION AND

TO PROVIDE DOCUMENTATION OF 70% DIVERSION.

EXISTING TRASH

DUMPSTER TO REMAIN

NMVAHCS CAMPUS

PROPERTY LINE

19.71'

10.83'

10.32'

6.50'

L4 L5

L6

L7

L8

L9

L51

L52

LIMITS OF CONSTRUCTION

WATERLINE

SANITARY SEWER LINE

STORM DRAIN LINE

UNDERGROUND ELECTRICAL LINE

BACK OF CURB

EDGE OF PAVEMENT

EX. CONCRETE

EX. A.C. PAVEMENT

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

FIRE HYDRANT

STREETLIGHT

WATER VALVE

STEAM MANHOLE

SIDEWALK

UNDERGROUND GAS LINE

EXISTING PROPOSED

8" CAP & BLOW-OFF ASSEMBLY

1. EXISTING ROAD TO REMAIN OPEN (2 LANES) DURING BUSINESS HOURS - COORDINATE WITH

COR

2. SEE PHASING SHEET GC101 FOR ADDITIONAL PHASING INFORMATION

4. UTILITY SHUTDOWNS: THE VA HAS A MANDATORY REQUIREMENT TO OBTAIN APPROVAL FOR

UTILITY SHUTDOWNS. THE CONTRACTOR SHALL PROVIDE A LIST OF ALL UTILITY SHUTDOWNS

REQUIRED FOR THIS PROJECT. THIS WILL INCLUDE MEDICAL-GAS, NATURAL-GAS, ELECTRICAL, AND PLUMBING TIE-INS. THE CONTRACTOR SHALL PROVIDE ESTIMATED TIME OF EACH OUTAGE

AND PROVIDE A NARRATIVE TO THE IMPACT OF THE SHUTDOWN. CONTRACTOR TO PROVIDE

THE VA A TWO-WEEK NOTICE FOR ANY UTILITY SHUTDOWN.

"LIMITS OF CONSTRUCTION" IDENTIFIES AN IMAGINARY LINE AROUND ALL AREAS IN WHICH

CONSTRUCTION WILL OCCUR. SOME ADDITIONAL AREAS MY BE IMPACTED BY UTILITY

INFRASTRUCTURE TIE-INS. COORDINATE WITH COR.

LIMITS OF CONTRACTOR FENCED AREA" IDENTIFIES THE CONTRACTOR'S FENCE (TO COMPLY

WITH VA STANDARDS) AROUND THE BUILDING CONSTRUCTION AREA. COORDINATE WITH

COR.

OPTIONAL TEMPORARY CONTRACTOR MATERIAL LAYDOWN AREA" IDENTIFIES AREAS FOR

CONTRACTOR TO TEMPORARILY STAGE MATERIALS.

EXISTING ROAD ACCESS (2 LANES) IS TO BE MAINTAINED DURING BUSINESS HOURS.

COORDINATE WITH COR.

020' 20' 40'10'

CONSTRUCTION FENCING

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

100% CONSTRUCTION

DOCUMENTSA/E:

TRIPLE C THE A/E GROUP

2266 S. Dobson Road, Suite 200

Mesa AZ, 85202

928-499-3225

Mat Perkins

Structural and Subconsultants:

P2S ENGINEERING, INC.

5000 E. Spring Street, 8th Floor

8th Floor

Long Beach, CA 90815-5218

Contact: Mikhail Fuks

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

501-17-105

UPGRADE ENERGY PLANT

EQUIPMENT INFRASTRUCTURE

(BLDG. 43 & 43A)

CIVIL SITE PLAN

1"=20' F2

CIVIL SITE PLAN

NATIONAL HISTORIC PRESERVATION

UTILITY TUNNEL

5341.50

BLDG

5341.50

BLDG

5341.50

BLDG

5341.50

BLDG

5341.50

SW

5341.40

SW

PROPOSED

ADDITION

FF=5341.50

EXISTING

UNDERGROUND

FUEL STORAGE

TANK

N: 1475094.6232

E: 1541021.2813

5340.64

EX SW

5340.61

EX SW5341.35

EX SW

5341.37

EX SW

5341.54

EX SW

5341.51

EX SW

5341.28

SW

5341.32

SW

5341.44

SW

5341.41

SW

N: 1475149.0550

E: 1541087.2098

N: 1475249.1588

E: 1541036.0551

5341.50

BLDG

5340.76

EX SW

5341.30

SW

5341.55

EX SW

5341.53

EX SW

5341.40

SW

5341.40

SW

5341.40

SW

5341.30

SW 2

5341.00

PAD

5341.42

EX SW

6 5340.35

FL

5340.90

FL

5341.20

SW

5341.20

SW

5340.37

FL

12 11

5341.52

EX SW

5341.46

EX SW

NMVAHCS CAMPUS

PROPERTY LINE

020' 20' 40'10'

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

100% CONSTRUCTION

DOCUMENTSA/E:

TRIPLE C THE A/E GROUP

2266 S. Dobson Road, Suite 200

Mesa AZ, 85202

928-499-3225

Mat Perkins

Structural and Subconsultants:

P2S ENGINEERING, INC.

5000 E. Spring Street, 8th Floor

8th Floor

Long Beach, CA 90815-5218

Contact: Mikhail Fuks

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

501-17-105

UPGRADE ENERGY PLANT

EQUIPMENT INFRASTRUCTURE

(BLDG. 43 & 43A)

CIVIL GRADING PLAN

1"=20' A1

CIVIL GRADING PLAN

020' 20' 40'10'

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

100% CONSTRUCTION

DOCUMENTSA/E:

TRIPLE C THE A/E GROUP

2266 S. Dobson Road, Suite 200

Mesa AZ, 85202

928-499-3225

Mat Perkins

Structural and Subconsultants:

P2S ENGINEERING, INC.

5000 E. Spring Street, 8th Floor

8th Floor

Long Beach, CA 90815-5218

Contact: Mikhail Fuks

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

501-17-105

UPGRADE ENERGY PLANT

EQUIPMENT INFRASTRUCTURE

(BLDG. 43 & 43A)

CIVIL STORMWATER

POLLUTION PREVENTION PLAN

LIMITS OF CONSTRUCTION

BACK OF CURB

EDGE OF PAVEMENT

EX. CONCRETE

EX. A.C. PAVEMENT

SIDEWALK

EXISTING PROPOSED

CENTERLINE

RETAINING WALL

SLOPE AND FLOW DIRECTION

GRAVEL BAG

VEHICLE WASHING

TO BE CONDUCTED

WITHIN CONTRACTOR

STAGING YARD

GRAVEL BAG AROUND

EXISTING STORM DRAIN

INLET

1"=20' A1

CIVIL STORMWATER POLLUTION PREVENTION PLAN

GRAVEL CONSTRUCTION ENTRANCE - 30LF X

WIDTH OF ENTRY

CONSTRUCTION FENCING

U.S. Department of Veterans Affairs

100% CONSTRUCTION

DOCUMENTSA/E:

TRIPLE C THE A/E GROUP

2266 S. Dobson Road, Suite 200

Mesa AZ, 85202

928-499-3225

Mat Perkins

Structural and Subconsultants:

P2S ENGINEERING, INC.

5000 E. Spring Street, 8th Floor

8th Floor

Long Beach, CA 90815-5218

Contact: Mikhail Fuks

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

501-17-105

UPGRADE ENERGY PLANT

EQUIPMENT INFRASTRUCTURE

(BLDG. 43 & 43A)

CIVIL DETAIL SHEET 1

NEW 4" THICK CONCRETE

SLAB-ON-GRADEEXISTING

CONCRETE SLAB

6"

COMPACTED

SUBGRADEEXISTING SUBGRADE,

DO NOT DISTURB

3/8" EXPANSION JOINT

PAD & SEALANT

NO. 4 BARS @ 12" O.C.

DRILL & EPOXY INTO

EXISTING SLAB

6" 6"

NOT TO SCALE

A3

NOT TO SCALE VA STD. SD320523-18

NOTES:

1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER

ADJACENT STRUCTURES.

2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL

EXTEND THE FULL DEPTH OF THE CONCRETE.

3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A

SPACING THAT MATCHES THE ADJACENT CURB.

4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS.

5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF

SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB.

6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE

BRUSH IN A TRANSVERSE DIRECTION.

7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH.

1" [25mm]

SCORED OR SAWCUT

CONTRACTION JOINT.

TOP OF CURB

1/4" [6mm] DEEP

SCORED JOINTS

1/4" [6mm] R. (TYP.)

FORMED JOINTS

ONLY

CLASS "B"

CONCRETE

EXPANSION JOINT WITH 1/4"

[6mm] BITUMINOUS JOINT

FILLER

1% MIN. 2%

MAX.

1% MIN.

2% MAX.

5" M

IN

VARIES PER PLANS 0' MIN.

10.5' MAX.

[3200mm]

TYPICAL SECTION

EXPANSION AND SCORED JOINT DETAIL

[5 m m

3/

5"

T Y

P

60' MAX.

[18288mm]

EXPANSION JOINT TO EXPANSION JOINT

60' MAX.

[18288mm]

EXPANSION JOINT TO EXPANSION JOINT

SEE NOTE 7

(TYP) P

LA

N

S

P E

R P

E R

P

LA

N S

PLAN

'A'

C3

NOT TO SCALE VA STD. SD010000-01

F5

VA OFFICE OF CONSTRUCTION & FACILITIES MANAGEMENT

U.S. Department of Veterans Affairs

TRIPLE C - THE A/E GROUP, LLC

.0

0'

.0

0'

.0 0'

.0

0'

.0 0'

.0

0'

(GENERAL CONTRACTOR)

UPGRADE ENERGY PLANT EQUIPMENT INFRASTRUCTURE

PROJ. NO. 501-17-105

2.

8.

2.

.0 0'

3.

6.

3.

6.

6.

6.

6.

6.

6.

96.00'

1.87' 44.13' 2.00'2.00' 43.87' 2.13'

SITE CONSTRUCTION SIGN

PLAN VIEW

2" x 4" FRAMING

4" x 6"POSTS

FACE

SITE SAFETY PLAN VIEW

2" x 4" FRAMING

4" x 6"POSTS

FACE

48.00'

96.00'

6.

4.

4.00'

4.00'

U.S. Department of Veterans Affairs

THIS PROJECT HAS WORKED

CL

.0

0'

.0 0'

3" 3"

4" 1"

1" 5"

1"

.0 0'

8.

48.00'

000 DAYS

WITHOUT A LOST TIME ACCIDENT

GENERAL CONTRACTORS FIRM NAME

ZERO IN ON

SAFETY

ALL VISIBLE SURFACES TO BE

PRIMED AND PAINTED

SIGN ATTACHED TOGETHER WITH

WOOD SCREW & LAG BOLTS

CHANGEABLE NUMBERS

FACE PANEL TO BE AN EXTERIOR GRADE. MDO

SHEERT OR AN ALUMINU M SKIN LAMINATED TO

A WOOD OR PLASTIC CORE IS PREFERRED

WITH EDGES PHYSICALLY SEALED.

4" x 4" POSTS

DEPTH & TYPE OF FOOTING

DETERMINED BY EXISTING

SOIL CONDITIONS.

DEPTH & TYPE OF FOOTING

DETERMINED BY EXISTING

SOIL CONDITIONS.

NOT TO SCALE

6" 6"

1' -0

A4

NOTES:

1. PROVIDE ANCHORS ONLY WHERE SHOWN

ON DRAWINGS.

2. EXTEND SLEEVE ABOVE FLOOR WHERE

SPECIFIED.

INSULATION BOLT (TYPICAL)

FLOOR

SLAB

FIRE-STOPPING

MATERIAL

BOLT

PIPE

PIPE SLEEVE

WHERE SPECIFIED

RISER

CLAMP

PIPE

PIPE SLEEVE

WHERE SPECIFIED

RISER CLAMP. BOTTOM

CLAMP REQUIRED AT

ANCHOR POINTS ONLY.

ELEVATION

PLAN

RISER CLAMP

B2

NOT TO SCALE VA STD. SD230511-25NOT TO SCALE

PIPE

OD

12"

MIN

MAX

(TYP) 6"

6' M

IN

IM

U M

C O

V E

R

S E

E N

O T

E

M

IN

V A

R

IE

S

AREAS WITHIN PUBLIC RIGHTS-OF WAY TRENCH BACKFILL

REQUIREMENTS ABOVE PIPE ZONE - TYPE II AGGREGATE BASE

BACKFILL COMPACTED TO 90% OF MAX DENSITY, OR CLSM

EXIST GRADE

4" MIN

BEDDING

PIPE ZONE (INCLUDING BEDDING)

PIPE SIZES 24" AND SMALLER:

TYPE II AGGREGATE BASE BACKFILL COMPACTED TO

90% OF MAX DENSITY, OR CLSM

PIPE SIZES LARGER THAN 24" CLSM ONLY (SEE

SPECS)

IN AREAS OF EXCESSIVE GROUND WATER OR POOR SUBGRADE MATERIAL,

USE DRAIN BACKFILL SECTION TO A MAXIMUM DEPTH OF 18" FOR

STABILIZATION. INSTALL AND COMPACT AS DIRECTED BY THE ENGINEER.

B1

NOT TO SCALE

E4

CMU SCREEN WALL

SEE DETAIL E4, THIS SHEET

WALL SCUPPER PER

DETAIL E4 THIS SHEET

EX. CURB

(2) 5' METAL MESH

STEEL GATES

CENTER LOCKING

WITH PIN

SECTION A-A SECTION B-B

NOTES:

1. ( ) INDICATES DIRECTION OF FLOW.

2. DIMENSION 'B' EQUALS 'A'+1' [305mm].

3. 1/2" [13mm] THICK STEEL DIAMOND PLATE ASTM A-36. STEEL

DIAMOND PLATE SHALL BE GIVEN ONE SHOP COAT OF PAINT

NO.1 PER VA SPECIFICATIONS. EXPOSED METAL SHALL BE

PAINTED WITH TWO COATS OF SSPC PAINT NO. 5 PER VA

SPECIFICATIONS.

4. 'H' EQUALS CURB FACE HEIGHT. DIMENSION TO BE NOTED

ON PLANS OR ESTABLISHED IN THE FIELD.

5. FOR CURB AND GUTTER, USE 2' [610mm] TRANSITIONS TO

VERTICAL CURB.

6. FOR MULTIPLE SCUPPERS PROVIDE 4" [100mm] BETWEEN

ADJACENT PANELS OF STEEL DIAMOND PLATE OR GRATE.

INTERMEDIATE POSTS FOR BARRICADE RAILINGS SHALL BE

PLACED MIDWAY IN 4" [100mm] AREA BETWEEN ADJACENT

PANELS.

7. STEEL DIAMOND PLATE OR GRATE SHALL BE DELIVERED AS

ONE PIECE, CONFORMING TO THE REQUIRED SCUPPER

DIMENSIONS. PLATES SHALL NOT BE SPLICED.

8. PROVIDE A MIN. 1" [25mm] LIP BETWEEN FLOW LINE OF

SCUPPER AND PAVEMENT SURFACE.

VARIES

EXPANSION

JOINT

CURB

6"

SIDEWALK 1' MIN.

1' (T

Y P

T Y

P

STEEL

GRATE

3/8" [10mm]

FLATHEAD STAINLESS STEEL

CAP SCREW COUNTERSINK (8

EACH MIN. PER SIDE)

CARRY PLATE TO

EDGE OF

SIDEWALK

DEPRESSED CURB

BARRICADE

RAILING

PLAN

VARIES

[1 m m

4"

[1 m m

STEEL DIAMOND PLATE

CLASS "B"

CONCRETE

1/4" [6mm] R

SCUPPER FOUNDATION SHALL CONFORM TO STANDARD

CURB CROSS SECTION BELOW PAVEMENT

GUTTER

FLOWLINE

PAVEMENT

SERVICE

N O

T E

'H

2' MAX. 2" 2"

CLASS "B" CONCRETE

EXPANSION

JOINT (TYP)

4"SEE DETAIL

BELOW

4"

4"

4"

SEE NOTE 3

10"

'B' (SEE NOTE 2)

1/8"

[3mm]

3/8" [10mm] FLATHEAD

STAINLESS STEEL CAPSCREW

COUNTERSUNK

(6 EACH SIDE MIN.)

L 2"x2"x1/4"

[50x50x6mm] TYP.

BOTH SIDES

#4 [No. 13] REBAR, 4"

[100mm] LONG

3 EACH SIDE MIN.

3/16"

[5mm]

DETAIL

(N O

T E

NOT TO SCALE

F1

CONCRETE

SWALE

NOT TO SCALE

F3

8"8"

2" C

I

6"

1'

2'

6"6"

6"

1'

2'

6" RIP-RAP

D50=3"

NOT TO SCALE

E3

NOT TO SCALE

D1

NOT TO SCALE

F4

1"

5' M

E C

H A

N

IC

A L

Y A

R D

2" ASH FORK, OR APPROVED EQUAL,

STONE CAP-GROUT TO WALL

8"x8" THROUGH WALL SCUPPER

WHERE INDICATED ON PLAN

PIPE RISER (TYP.)

SEE DETAIL A4

INSTALL PIPE SLEEVE

SEE MECH. DRAWING FOR

PIPE SIZING

'A'

3' 8" MAX.

5341.00

FG

5341.00

FG

5340.05

FG

5340.07

FG

5340.07

FG

1.5'

1.67' 1.5'

(TYP)

(TYP)

(TYP)

U.S. Department of Veterans Affairs

100% CONSTRUCTION

DOCUMENTSA/E:

TRIPLE C THE A/E GROUP

2266 S. Dobson Road, Suite 200

Mesa AZ, 85202

928-499-3225

Mat Perkins

Structural and Subconsultants:

P2S ENGINEERING, INC.

5000 E. Spring Street, 8th Floor

8th Floor

Long Beach, CA 90815-5218

Contact: Mikhail Fuks

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

501-17-105

UPGRADE ENERGY PLANT

EQUIPMENT INFRASTRUCTURE

(BLDG. 43 & 43A)

CIVIL DETAIL SHEET 2

B3

NOT TO SCALE

GRADE TO EXISTING

NOT TO SCALE

B4

2.

5O

2.

5O

M

IN

C4

NOT TO SCALE

PIPE COLLAR.

SEE DETAIL B2, SHEET CG501

2.5O' MIN.

0.50%

1.

2.

3.

4.

5.

6.

EQUIPMENT.

MINIMUM 12" THICK

CONCRETE SLAB ON

SUBGRADE.

#4 AT 12" O.C. EACH WAY TOP

AND BOTTOM.

TOOLED EDGE.

EXISTING GROUND

FOR SUBBASE

REQUIREMENTS, SEE PLANS.

0.

C

LR

0.

NOTE:

COORDINATE EQUIPMENT PAD

EDGE DIMENSION AND

DIMENSION ABOVE FINISHED

FLOOR REQUIREMENTS WITH

MECHANICAL DRAWINGS.

0.50'

MIN

MSS SP-68 HIGHT PERFORMANCE

BUTTERFLY VALVE

- PER HVAC DESIGN MANUAL

PER HVAC DESIGN MANUAL

- TEMP CONNECTION SHALL BE A BLIND FLANGE

VARIES - SEE MECH PLANS

6.33'

EXISTING WALL SECTION

TO BE REMOVED

1' CONCRETE

FOUNDATION AT GRADE

#4 REBAR CENTERED HORIZ.

12" O.C. VERT.

(2) 5' METAL MESH GATES

CENTER LOCKING

WITH PIN

CMU SCREEN WALL

SEE DETAIL E4, SHEET CG501

9.

12.0'

C2

NOT TO SCALE

INSTALL CONSTRUCTION

FENCING W/ FABRIC COVERING

CONSTRUCTION AND

SAFETY SIGN

SEE MECHANICAL DRAWINGS

FOR CONNECTION INFORMATION

INSTALL ANCHORS PER

DETAIL B2- SHEET CG501

INSTALL INSULATED STEAM

AND CHILLED WATER PIPING

PIPE RISER

CONNECTION POINT

INSTALL ANCHORS PER

DETAIL B3- SHEET CG501

EX. E

LE

C.

EX. ELEC.

EX. ELEC.

EX. ELEC.

EX

. E

LE

C

EX. ELEC.

EX. ELEC.

EX. ELEC.

EX. ELEC.

EX. ELEC

EX. GAS

EX. G

AS

EX. G

AS

EX. SAN

. SEW

ER

EX. W

ATER

EX. W

ATER

EX. W

ATER

E X

. S .D

E X

. S .D

EX. S.D.

E X

. S

TE

A M

EX. STEAM

5334.29

INV.

5334.42

INV.

5334.51

INV.

5334.28

INV.

EXISTING S.D. MANHOLE.

LOCATION OF DRAINAGE FOR

TEMPORARY UTILITIES TRAILER

NMVAHCS CAMPUS

PROPERTY LINE

3" MU

10" CHR

10" CHS

10" TWS

10" TWR

8" HPS

020' 20' 40'10'

VA FORM 08 - 6231

U.S. Department of Veterans Affairs

100% CONSTRUCTION

DOCUMENTSA/E:

TRIPLE C THE A/E GROUP

2266 S. Dobson Road, Suite 200

Mesa AZ, 85202

928-499-3225

Mat Perkins

Structural and Subconsultants:

P2S ENGINEERING, INC.

5000 E. Spring Street, 8th Floor

8th Floor

Long Beach, CA 90815-5218

Contact: Mikhail Fuks

2058 S Dobson Rd., Suite 10, Mesa, AZ 85202

(480) 454-6408 www.unitedstr.com

501-17-105

UPGRADE ENERGY PLANT

EQUIPMENT INFRASTRUCTURE

(BLDG. 43 & 43A)

CIVIL UTILITY PLAN

LIMITS OF CONSTRUCTION

WATERLINE

SANITARY SEWER LINE

STORM DRAIN LINE

UNDERGROUND ELECTRICAL LINE

BACK OF CURB

EDGE OF PAVEMENT

EX. CONCRETE

EX. A.C. PAVEMENT

STORM DRAIN MANHOLE

SANITARY SEWER MANHOLE

FIRE HYDRANT

STREETLIGHT

WATER VALVE

STEAM MANHOLE

SIDEWALK

UNDERGROUND GAS LINE

EXISTING PROPOSED

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE INSTALLATION OF ALL WORK RELATED

TO MECHANICAL UTILITIES AS SHOWN ON THIS PLAN INCLUDING: TRENCHING, BACKFILL, SUPPORTS, CLEANOUT PADS, SERVICE STOPS AND BOXES, SERVICE LINES, TESTING, CLEANING, AND STERILIZING.

ANY WORK NOT ACCEPTED BY THE ARCHITECT OR ENGINEER DUE TO IMPROPER WORKMANSHIP OR LACK

OF PROPER COORDINATION SHALL BE REMOVED AND CORRECTLY INSTALLED AT THE CONTRACTOR'S

EXPENSE, AS DIRECTED.

2. MINIMUM DEPTHS OF COVER SHALL BE: 36" FOR WATERLINES AND 48" FOR SEWER, EXCEPT AT

BUILDING CONNECTION.

3. ALL WORK DETAILED ON THESE PLANS TO BE PERFORMED UNDER CONTRACT SHALL, EXCEPT AS

OTHERWISE STATED OR PROVIDED OF HEREON, BE CONSTRUCTED IN ACCORDANCE WITH THE IAPMO

UNIFORM PLUMBING CODE & NFPA 24, LATEST EDITION.

4. UTILITY LINES SHALL BE INSTALLED PRIOR TO PAVEMENT, CURB AND GUTTER, AND/OR SIDEWALK, AS

APPLICABLE.

5. ROUGH GRADING OF SITE (+/- 0.5') SHALL BE COMPLETED PRIOR TO INSTALLATION OF UTILITY LINES.

6. CONTRACTOR WILL BE RESPONSIBLE FOR CONNECTIONS TO BUILDING DRAIN LINES AND ALL

NECESSARY FITTINGS.

7. ALL VALVES SHALL BE ANCHORED PER COA STANDARD DWG. 2333.

8. STEAM LINES SHALL BE AT MAXIMUM SLOPE OF 2%.

9. UTILITY LOCATIONS DETERMINED FROM VA MASTER UTILITY PLAN. CONTRACTOR SHALL VERIFY

INVERTS AND LOCATIONS OF EXISTING UTILITY LINES PRIOR TO BEGINNING OF WORK. ALL CONFLICTS

SHALL BE BROUGHT TO ATTENTION OF THE ENGINEER AND RESOLVED PRIOR TO BEGINNING OF WORK.

10. CONTRACTOR SHALL NOTIFY THE AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION OF FIRE

SERVICE LINES, AND PRIOR TO TESTING OF ALL WATERLINES. CONTRACTOR SHALL COMPLETE, SIGN, AND

SUBMIT THE "CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR UNDERGROUND PIPING" IN

ACCORDANCE WITH NFPA 24.

11. EXISTING UTILITY CROSSING TO BE HAND-DIG 6' EACH SIDE OF CROSSING. CONTRACTOR TO VERIFY

ALL EXISTING UTILITIES PRIOR TO TRENCHING.

PROPERTY FENCING

APPLICABLE NOTES FROM THE CURRENT IN-PLACE REQUIREMENTS FOR DEPARTMENT OF VETERANS AFFAIRS FACILITIES: "SITE

DEVELOPMENT DESIGN MANUAL - FEBRUARY 2013"

5.2 GENERAL UTILITY DESIGN REQUIREMENTS

5.2.1 CLEARANCES AND CROSSINGS

THE A/E SHALL DESIGN THE SITE WITH THE FEWEST CROSSINGS OF UTILITIES POSSIBLE. THE A/E SHALL CONSIDER THE FOLLOWING ORDER OF PRIORITY FOR UNDERGROUND FACILITIES:

● SANITARY SEWER

● STORM SEWER

● WATER MAIN

● OTHER UTILITIES

5.2.6 MINIMUM DEPTH OF COVER

INDICATE BY NOTES ON DRAWINGS OR DETAIL SECTION, THE MINIMUM DEPTH OF COVER REQUIRED OVER EACH SPECIFIC UTILITY SYSTEM. ALL BURIED UTILITIES SHALL HAVE UNDERGROUND DETECTABLE WARNING

TAPE INSTALLED IN THE TRENCH.

● MINIMUM COVER FOR STORM SEWER LINES SHALL BE AT LEAST 2’-0” (600 MM) FROM FINISH GRADES.

● TOP OF POTABLE WATER, CHILLED WATER, FUEL AND APPURTENANCES SHALL BE AT LEAST 1’-0” (300 MM) BELOW FROST PENETRATION.

● THE MINIMUM DEPTH OF SANITARY SEWER LINES AT THE TERMINUS POINT SHALL BE 4’-0” (1200MM). WHERE

PRACTICAL, TOP OF SEWERS SHALL BE AT LEAST 1’-0” (300 MM) BELOW FROST PENETRATION. WHERE SUCH DEPTH BELOW IS NOT PRACTICAL, PROVIDE FREEZE PROTECTION AND/OR SUPPORTING FOUNDATIONS TO A

DEPTH BELOW THE FROST LINE AND SECURELY FASTEN SEWER TO FOUNDATION.

5.2.7 UTILITIES DISTRIBUTION TYPE

THE UTILITY DISTRIBUTION TYPE SHALL BE DETERMINED ON A PROJECT BY PROJECT BASIS. THE A/E MUST CONSIDER THE EXISTING SITE CONDITIONS AND BUDGET WHEN DECIDING WHAT TYPE TO USE.

5.2.7.1 TRENCHES: GENERALLY, DO NOT INSTALL MORE THAN ONE UTILITY SYSTEM IN THE SAME TRENCH. HOWEVER, DUE TO SITE CONSTRAINTS AND VALUE ENGINEERING CONCEPTS, MULTIPLE UTILITIES IN THE SAME

TRENCH WILL BE EVALUATED BY THE GOVERNMENT ON A PER CASE BASIS. PRIOR TO APPROVING ANY MULTIPLE LINE TRENCH, THE A/E SHALL DOCUMENT THAT THE USE OF THE MULTIPLE LINE TRENCH WILL NOT

NEGATIVELY IMPACT THE UTILITY SYSTEM, ADEQUATE CLEARANCES ARE PROVIDED FOR THE OPERATION AND MAINTENANCE OF THE SYSTEMS, AND THAT THE JOINT TRENCH WILL NOT POSE ANY CONTRACTIBILITY

CONSTRAINTS. THERE MUST BE A MINIMUM OF 12” (300 MM) BETWEEN THE OUTSIDE DIAMETERS OF ALL PIPES TO OBTAIN THE REQUIRED COMPACTION.

5.2.8 HORIZONTAL CLEARANCE

THE HORIZONTAL CLEARANCE SHALL BE MEASURED BETWEEN THE OUTSIDE DIMENSION OF THE PIPE, DUCT BANK, OR STRUCTURE.

5.2.8.1 WATER AND SANITARY SEWER:

MAINTAIN A HORIZONTAL CLEARANCE BETWEEN POTABLE WATER MAINS AND GRAVITY FLOW SANITARY SEWER/SANITARY SEWER FORCE MAINS OF AT LEAST 10 FEET (3M). THE HORIZONTAL CLEARANCE BETWEEN

POTABLE WATER MAINS AND SANITARY SEWER MAINS MAY BE REDUCED TO 6’-0” (1800 MM) WHEN: LOCAL CONDITIONS PREVENT A HORIZONTAL CLEARANCE OF 10’-0” (3 M), THE WATER MAIN INVERT IS A MINIMUM OF 18”

(450 MM) ABOVE THE CROWN OF THE SEWER, AND THE WATER MAIN IS IN A TRENCH, SEPARATED BY UNDISTURBED SOIL. WHEN THE SPECIFIED HORIZONTAL CLEARANCE CANNOT BE MET, THE WATER MAIN SHALL BE

CONSTRUCTED WITH MECHANICAL JOINT DUCTILE IRON PIPE PER SPECIFICATION 33 10 00 – WATER UTILITIES, AND THE SANITARY SEWER SHALL BE CONSTRUCTED WITH MECHANICAL JOINT PRESSURE RATED DUCTILE

IRON PIPE PER SPECIFICATION 33 30 00 – SANITARY SEWAGE UTILITIES. HORIZONTAL CLEARANCES SHALL COMPLY WITH THE REQUIREMENTS OF THE STATE HEALTH DEPARTMENT, DEPARTMENT OF ENVIRONMENTAL

QUALITY, OR AGENCY GOVERNING THE FACILITY OF POTABLE WATER MAINS AND SYSTEMS.

5.2.8.2 WATER AND CHILLED WATER:

MAINTAIN A HORIZONTAL CLEARANCE OF AT LEAST 6’-0” (1800MM) BETWEEN POTABLE WATER MAINS AND RECLAIMED/REUSE AND CHILLED WATER MAINS.

5.2.8.3 WATER AND STORM SEWER:

MAINTAIN A HORIZONTAL CLEARANCE OF AT LEAST 5’-0” (1500MM) BETWEEN POTABLE WATER MAINS AND STORM SEWERS.

5.2.8.4 DUCT BANKS AND PIPED UTILITIES:

MAINTAIN A HORIZONTAL CLEARANCE OF AT LEAST 3’-0” (900 MM) BETWEEN DUCT BANKS AND PIPED UTILITIES.

5.2.9 VERTICAL CLEARANCE

THE VERTICAL CLEARANCE SHALL BE MEASURED BETWEEN THE OUTSIDE DIMENSION OF THE PIPE, DUCT BANK, OR STRUCTURE. FOR INSULATED PIPING, THE CLEARANCE SHALL BE MEASURED TO THE OUTSIDE OF THE

INSULATION. AT UTILITY CROSSINGS WHERE ADEQUATE COMPACTION OF THE BEDDING MATERIAL CANNOT BE OBTAINED, USE FLOWABLE FILL IN THE ZONES WERE COMPACTION IS IMPOSSIBLE OR IMPRACTICAL.

● MAINTAIN A MINIMUM VERTICAL CLEARANCE OF AT LEAST 1’-0” (300 MM) BETWEEN ALL UTILITIES AT CROSSINGS UNLESS OTHERWISE SPECIFIED BELOW.

● AT CROSSINGS OF POTABLE WATER MAINS AND SANITARY SEWERS, STORM SEWERS, FORCE MAINS, RECLAIMED/REUSE MAINS, OR CHILLED WATER MAINS, WHERE THE POTABLE WATER MAIN CROSSES ABOVE

THE OTHER UTILITY, THE MINIMUM VERTICAL SEPARATION SHALL BE 18” (450 MM), OR AS REQUIRED BY THE STATE HEALTH DEPARTMENT, DEPARTMENT OF ENVIRONMENTAL QUALITY, OR AGENCY GOVERNING THE

FACILITY OF POTABLE WATER, WHICHEVER IS GREATER.

● WHERE 18” (450 MM) CANNOT BE MAINTAINED OR WHERE POTABLE WATER LINES CROSS UNDER GRAVITY SEWERS, RECLAIMED/REUSE MAINS, OR CHILLED WATER MAINS, ADDITIONAL PROTECTION SHALL BE

PROVIDED AS REQUIRED BY THE AGENCY GOVERNING THE FACILITY OF POTABLE WATER. ADDITIONAL PROTECTION SHALL CONSIST OF CONSTRUCTING BOTH PIPING SYSTEMS WITH DUCTILE IRON PIPE WITH

RESTRAINED MECHANICAL JOINTS OR USE OF CONCRETE ENCASEMENT. THE ADDITIONAL PROTECTION SHALL EXTEND A MINIMUM DISTANCE OF 10’-0” (3 M) OUTSIDE THE LIMITS OF THE CROSSING.

● SANITARY SEWER FORCE MAINS SHALL ONLY CROSS UNDER POTABLE WATER MAINS WITH A MINIMUM VERTICAL CLEARANCE OF 18” (450 MM). WHEN THE VERTICAL CLEARANCE BETWEEN THE POTABLE WATER

MAIN AND THE FORCE MAIN IS LESS THAN 18” (450 MM), BOTH THE WATER MAIN AND THE FORCE MAIN SHALL BE CONSTRUCTED WITH RESTRAINED MECHANICAL JOINT DUCTILE IRON PIPE AS INDICATED ABOVE FOR

ADDITIONAL PROTECTION.

● THE PREFERRED VERTICAL CLEARANCE BETWEEN DUCT BANKS AND PIPED UTILITIES SHALL BE 2’-0” (300 MM) AND THE MINIMUM VERTICAL CLEARANCE SHALL BE 18” (450 MM).

● THE MINIMUM VERTICAL CLEARANCE TO ALL STEAM, PUMPED CONDENSATE, AND HOT WATER, AND OTHER UTILITIES SHALL BE AT LEAST 18” (450 MM). WHEN THIS VERTICAL CLEARANCE CANNOT BE MAINTAINED, THE INSULATION THICKNESS ON THE STEAM, CONDENSATE, OR HOT WATER MAIN SHALL BE INCREASED BY 50%.

CONSTRUCT 22.5° BEND - SEE DETAIL B4, SHEET CG502

1"=20' F2

CIVIL UTILITY PLAN

CONSTRUCT 45° BEND - SEE DETAIL B4, SHEET CG502

CONSTRUCT 90° ELBOW - SEE DETAIL B4, SHEET CG502

CROSSING EXISTING UTILITY LINE. SEE UTILITY SEPARATION NOTES

CONSTRUCT 2" PVC (SCH 80) CONDUIT - ROUTE FIBER OPTIC CABLING

CONNECT TO EXISTING COMM LINE

INSTALL 15kV ELECTRICAL LINE -EX. TO BE REMOVED, REFER TO ELECTRICAL PLANS

NOT USED

NOT USED

10" ASTM SCHEDULE 40 PVC CHILLED WATERLINE W/ INSULATION

3" STEEL STEAM RETURN LINE

QUANTITY UNITS

8" STEEL STEAM LINE W/ INSULATION

LF

LF

LF

DESCRIPTION

10" PVC 22.5° BEND EA4

10" PVC 45° BEND EA4

10" PVC 90° ELBOW EA4

2" PVC SCH 80 CONDUIT LF100

8" STEEL 22.5° BEND EA1

8" STEEL 45° BEND EA1

8" STEEL 90° ELBOW EA1

3" STEEL 22.5° BEND EA1

3" STEEL 45° BEND EA1

3" STEEL 90° ELBOW EA1

1. ALL ELECTRICAL CONDUIT SHOWN IS FOR REFERENCE ONLY. PLEASE SEE ELECTRICAL SITE PLAN

FOR PHASING AND BRANCH CIRCUITING.

2. COMMUNICATIONS CONDUIT SHOWN IS FOR REFERENCE ONLY,

PLEASE SEE TECHNOLOGY SITE PLAN FOR PHASING AND DETAILED INFORMATION.

1. CONTRACTOR TO HAVE AIR QUALITY PERMIT IN PLACE PRIOR TO CONSTRUCTION.

NOT USED

EXISTING UNDERGROUND OIL FUEL TANK

EXISTING REDI-CALL BOX

INSTALLATION OF UNDERGROUND STORAGE TANK (UST) TO MEET ALL REQUIREMENTS OF NEW

MEXICO ENVIRONMENT PETROLEUM STORAGE TANK BUREAU (PSTU). DOUBLE WALL TANK AND

PIPING REQUIRED. INSTALL WATER TIGHT SUMP AT TANK CONNECTION AND CONNECTION TO

EXISTING UST. INSTALL LEAK DETECTION MONITORING SYSTEM WITHIN INTERSTITIAL SPACES OF

TANK AND PIPE.

MONITORING OF UST SYSTEM TO MEET REQUIREMENTS OF PSTU AND NFPA 30, 31.

SEE PLUMBING SHEETS FOR ADDITIONAL INFORMATION

1. ABOVE GROUND STORAGE TANK TO MEET REQUIREMENTS OF NFPA 37 AND 110.

NATIONAL HISTORIC PRESERVATION

EXISTING FUEL / OIL LINE TO REMAIN, PROTECT IN PLACE

EXISTING UTILITY BELOW. HAND DIG 6' EACH SIDE OF CROSSING. SEE UTILITY NOTES

FOR STANDARD UTILITY DEPTHS. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES

PRIOR TO TRENCHING.

UTILITY TUNNEL

INSTALL 3000AMP TRANSFORMER/SWITCH - SEE ELECTRICAL PLANS