36C25621R0136 Drawings 1-4.pdf

PDF 13 MB Posted Aug 9, 2021

Attached to: Z1DA--520-19-117 Repair Water Supply
Solicitation number: 36C25621R0136
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 16

About this file

Written by GovTribe AI · Dec 27, 2023

This document provides details for a federal contract solicitation for repair work on a water supply system. The solicitation will be issued as a 100% set-aside for service-disabled veteran-owned small businesses through request for proposal procedures. Interested offerors are asked to review the full solicitation and associated documents when released on the SAM.gov website. The solicitation number is 36C25621R0136 and proposals will be due around September 6, 2021. Work will be performed at the Gulf Coast Veterans Health Care System in Biloxi, Mississippi and involves providing all labor, materials, tools and equipment to complete the water supply repair project scope of work within one year of notice to proceed. The estimated value of the construction work is between $2-5 million. Offerors must represent their status as a verified service-disabled veteran-owned small business and meet subcontracting limitations requirements.

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Other files

File	Type	Posted
Pre-Award RFI Register 520-19-117 31 Aug 21.docx	DOCX document	Aug 31, 2021
36C25621R0136 0004.docx	DOCX document	Aug 31, 2021
36C25621R0136 0003.docx	DOCX document	Aug 24, 2021
VHA Directive 1193 COVID 2019 Vaccination August 13 2021.pdf	PDF	Aug 24, 2021
36C25621R0136 0002.docx	DOCX document	Aug 19, 2021
S04 Site Visit Sign-In Sheet - Proj 520-19-117.pdf	PDF	Aug 19, 2021
36C25621R0136 0001.docx	DOCX document	Aug 12, 2021
36C25621R0136 EXHIBIT E.docx	DOCX document	Aug 9, 2021
36C25621R0136 EXHIBIT D.docx	DOCX document	Aug 9, 2021
36C25621R0136 WD MS20210050 04022021 Mod 2.pdf	PDF	Aug 9, 2021
36C25621R0136 EXHIBIT A.docx	DOCX document	Aug 9, 2021
36C25621R0136 EXHIBIT C.docx	DOCX document	Aug 9, 2021
36C25621R0136 Drawings 5-10.pdf	PDF	Aug 9, 2021
36C25621R0136 RFP.docx	DOCX document	Aug 9, 2021
36C25621R0136 Specifications 01.pdf	PDF	Aug 9, 2021
36C25621R0136 J_A.pdf	PDF	Aug 9, 2021
36C25621R0136 EXHIBIT F.docx	DOCX document	Aug 9, 2021
36C25621R0136 EXHIBIT B.docx	DOCX document	Aug 9, 2021
36C25621R0136 Drawings 11-18.pdf	PDF	Aug 9, 2021
36C25621R0136 SOW .docx	DOCX document	Aug 9, 2021
36C25621R0136 ICRA.pdf	PDF	Aug 9, 2021

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VICINITY MAP

LOCATION MAP

SCALE: 1 INCH = 250 FEET

JANUARY 2020

BILOXI, MISSISSIPPI

DEPARTMENT OF VETERANS AFFAIRS

DESCRIPTION

TITLESHEET

EXISTING WATER DISTRIBUTION

EXISTING CHILLER WATER DISTRIBUTION

EXISTING STORM SEWER

EXISTING SANITARY SEWER

WATER DISTRIBUTION - OVERALL MAP

WATER DISTRIBUTION - KEY MAP

MAP 1: WATER DISTRIBUTION PROPOSED WORK

MAP 2: WATER DISTRIBUTION PROPOSED WORK

MAP 3: WATER DISTRIBUTION PROPOSED WORK

MAP 4: WATER DISTRIBUTION PROPOSED WORK

MAP 5: WATER DISTRIBUTION PROPOSED WORK

MAP 6: WATER DISTRIBUTION PROPOSED WORK

MAP 7: WATER DISTRIBUTION PROPOSED WORK

WATER DISTRIBUTION DETAILS (1 OF 2)

WATER DISTRIBUTION DETAILS (2 OF 2)

PIPING AND EQUIPMENT MODIFICATIONS

SITE DETAILS

SHEET NO.

VAMC BILOXI, MS

02/21/2020

TITLE SHEET WATER DISTRIBUTION

1011 N CAUSEWAY BLVD., SUITE 19

MANDEVILLE, LA 70471

PHONE: 985.624.5001

EMAIL: info@pi-aec.com

DESIGN REPAIR WATER SUPPLY BILOXI

PRINCIPAL ENGINEERING

GENERAL NOTES

1. THE CONTRACTOR SHALL COMPLETE ALL SAMPLING AND TESTING OF MATERIALS AND SUBMIT TEST RESULTS, SHOP DRAWINGS, PRODUCT DATA, MANUFACTURERS' CERTIFICATES, MIX DESIGNS, ETC., TO THE OWNER IN

ACCORDANCE WITH THE SPECIFICATIONS. SUBMITTALS SHALL BE COMPLETE AND APPROVED PRIOR TO THE INCORPORATION OF SUBJECT MATERIAL INTO THE PROJECT. TESTING AND SAMPLING SHALL BE AT NO

DIRECT PAY.

2. THESE DRAWINGS WERE CREATED FROM SURVEY DRAWINGS AND LIMITED FIELD INVESTIGATIONS.

3. THE CONTRACTOR SHALL, AT ALL TIMES, CONDUCT HIS OPERATIONS AS TO ENSURE THE LEAST INCONVENIENCE TO THE OWNER.

4. THE CONTRACTOR SHALL HAUL AND STACK ALL DESIGNATED SALVAGEABLE MATERIAL AT AREA DESIGNATED BY THE OWNER. MATERIALS NOT DESIGNATED TO BE SALVAGED SHALL BE PROPERTY OF THE CONTRACTOR

AND DISPOSED OF OFF SITE (NO DIRECT PAYMENT).

SITE NOTES

1. THE CONTRACTOR SHALL LAY OUT WORK AND VERIFY ALL ELEVATIONS, MEASUREMENTS, GRADES, AND EXISTING CONDITIONS PRIOR TO BEGINNING OF CONSTRUCTION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

ESTABLISH BASE LINES.

2. THE CONTRACTOR SHALL RESTORE THE SITE AT THE CONCLUSION OF THE WORK, INCLUDING ANY DAMAGES OR DISTURBED PAVING, SIGNAGE, SIDEWALK, DRIVEWAYS, CURBING, FENCING, LIGHTING, UTILITIES, ETC. NOT REQUIRED TO BE REPLACED OR RECONSTRUCTED. RESTORATION OF SAME SHALL BE TO ORIGINAL CONDITION OR BETTER, TO THE COMPLETE SATISFACTION OF THE OWNER, AT NO ADDITIONAL PAY.

3. THE CONTRACTOR SHALL PROTECT TREES, SHRUBBERY, FLOWERS, SOD, AND OTHER VEGETATION, NOT SPECIFIED FOR REMOVAL BY DRAWINGS OR SPECIFICATIONS, AND SHALL REPAIR OR REPLACE SUCH ITEMS AS ARE DAMAGED DURING CONSTRUCTION OF THE PROJECT WITH THE SAME TYPES AND QUALITY AS THOSE THAT ARE DAMAGED. SUCH REPAIR OR REPLACEMENT SHALL BE TO THE SATISFACTION OF THE OWNER, AND SHALL BE NO ADDITION PAY.

4. THE CONTRACTOR SHALL SOD ALL AREAS WHERE EXISTING VEGETATION WAS REMOVED OR DISTURBED DURING CONSTRUCTION. THE OWNER MAY REJECT DAMAGED OR DRYING SOD WHICH SHALL BE REPLACED AT THE EXPENSE OF THE CONTRACTOR. AT LEAST 4” OF TOP SOIL SHALL BE PLACED PRIOR TO SODDING, CONTRACTOR SHALL WATER AND MAINTAIN SOD UNTIL PROJECT CLOSEOUT OR AT THE DIRECTION OF THE OWNER.

5. EXCAVATION SHALL BE PERFORMED IN STRICT ACCORDANCE WITH OSHA AND OTHER SAFETY REGULATIONS TO INCLUDE ALL DEWATERING AND SHEETING. ALL EXCAVATION SHALL BE COVERED, BACKFILLED, OR PROTECTED AS DIRECTED BY THE OWNER. EXCAVATED PITS, ETC. SHALL BE FULLY FENCED OR BARRICADED TO PREVENT ACCESS BY PEDESTRIANS. OPEN CUTS MUST BE RESTORED TO SUCH CONDITIONS AS TO WITHSTAND PEDESTRIAN LOADS.

6. THE CONTRACTOR SHALL DESIGN, PROVIDE, INSTALL AND MAINTAIN SHEETING, SHORING, BRACING, AND DEWATERING SYSTEMS REQUIRED TO COMPLETE THE WORK IN A CONTINUOUS SAFE MANNER. THE CONTRACTOR SHALL PROVIDE FOR THE STABILITY AND ADEQUACY OF SHEETING, SHORING, BRACING, AND DEWATERING SYSTEMS AND ALL COST AND DAMAGES RESULTING FROM ANY FAILURE THEREOF.

7. CONTRACTOR SHALL MAINTAIN DRAINAGE WITHIN THE PROJECT AREA DURING CONSTRUCTION. (NO DIRECT PAYMENT)

8. CONTRACTOR SHALL MAINTAIN HOUSEKEEPING OF THE PROJECT SITE AND ALL ACCESS ROADS ON A DAILY BASIS AND SHALL KEEP THE AREA CLEAN AND FREE OF ALL TRASH AND DEBRIS. (NO DIRECT PAYMENT)

9. CONTRACTOR SHALL SAW CUT EXISTING CONCRETE PAVEMENT TO REMAIN ADJACENT TO REQUIRED WORK. SAW CUT SHALL BE TO FULL DEPTH, AT NO DIRECT PAY.

10. CONTRACTOR SHALL INSTALL MARKERS WITH UTILITY LABELED FOR ALL CAPPED AND BURIED UTILITY LINES. MARKER SHALL CONSIST OF FLEXIBLE IMPACT RESISTANT FIBERGLASS MARKER POST, IN COLORS CORRESPONDING TO

UTILITY TAPE.

11. CONTRACTOR SHALL PREVENT UNFILTERED STORM WATER FROM LEAVING THE WORK SITE. PROTECT INLETS AND ERECT SILT FENCE AS NECESSARY. AGGREGATE CONSTRUCTION ENTRANCE AND VEHICLE WASH-DOWN MAY BE

REQUIRED BY THE COR.

UTILITY NOTES

1. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL CONTACT MISSISSIPPI 811 OR www.MS811.org 48 HOURS PRIOR TO DIGGING FOR UTILITY MARKING AND COORDINATE

THE LOCATION (HORIZONTAL AND VERTICAL) OF ANY EXISTING UTILITIES (POWER, TELEPHONE, GAS, WATER, SEWER, ETC.) WITH THE APPROPRIATE UTILITY COMPANY BEFORE CONSTRUCTION BEGINS.

2. ANY UTILITY LINES OR SERVICE LINES ENCOUNTERED DURING CONSTRUCTION, WHETHER SHOWN ON PLANS OR NOT, SHALL BE PROTECTED BY THE CONTRACTOR AND ANY REPAIRS NECESSARY DUE TO DAMAGE TO SAME

BY THE CONTRACTOR SHALL BE AT NO ADDITIONAL COST TO THE OWNER.

3. FOR ALL FIRE WALL AND SMOKE BARRIER PENETRATIONS, THE CONTRACTOR SHALL SUBMIT AN ABOVE THE CEILING PERMIT IN ACCORDANCE WITH MEMORANDUM NO. 1385-09-18.

AutoCAD SHX Text

INDEX TO SHEETS

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text

PLANS PREPARED BY AND RECOMMENDED FOR APPROVAL:

AutoCAD SHX Text

HENRY I. DIFRANCO, JR., P.E. LICENSE NO. 25234

AutoCAD SHX Text

DATE

AutoCAD SHX Text

PRINCIPAL ENGINEERING, INC.

AutoCAD SHX Text

PROJECT LOCATION

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Service Engineer

AutoCAD SHX Text Approved: Service Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Of

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text Office of Facilities

AutoCAD SHX Text Department of

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text

VA FORM 08-6231, DEC 1989

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text F

Y C

L E

A C

K S

C.O.

S T O

T102

TEST-CP

? VALVE ?

I T

VALVE??

C O

V E

R E

P A

2" PVC

C O

V E

R E

I D

E W

A L K

COVERED SIDEWALK

E N

E R

A T

R C

P O

U N

GV-46

GV-36

GV-28

VENT

GV-27

GV-24

GV-22

GV-6

GV-5

GV-4

GV-12

GV-7

GV-10

GV-23

GV-10

GV-3

GV-53

GV-52

GV-11

GV-17

GV-16

GV-8

GV-9

GV-13

GV-19

GV-26

GV-29

GV-37

GV-44

WATER MAIN

INTO BLDG. 2"

8" FIRE

MAIN

WATER MANHOLE

WATER LINE U/G

2-1/2"

2" SERVICE

TO BUILDING

PIV-5

WV-014

WV-20

PIV-4

WV-019

WV-84

PIV-2

WATER

PULL BOX

6" WATER

TO BUILDING

PIV-3

WV-16

WV-015

WV-017

PIV-22

WV-13

WV-87

WV-93

WV-73

WV-09

FIRE MAIN STUB OUT

(FROM PIV-8)

PIV

WV-07

WV-06

WV-05

PIV-9

PIV-8

PIV-7

WV-09

WV-11

WV-12

WV-10

PIV-10

WV-03

WV-02

WV-01

WV-75

WV-71

WV-007

WV-08

PIV-11

WATER MANHOLE

BLOW-OFF VALVE

TOP = 20.22'

FH-17

1 1/2"

1/2" HOT & COLD

WATER SERVICE

8" WATER

MAIN

WV-78

3" PVC STUB OUT (BLUE)

WV-57

WV-66

PIV-17

WV-50

WV-49

WV-51

WV-52

PIV-21 2"

PIV-6

WV-41

WV-40

WV-58

WV-59

PIV-16

FH-16

FH-18

FH-42

FH-36

FH-34

FH-35

FH-41

FH-2

FH-6

FH-3

FH-4

FH-5

FH-7

FH-8

FH-9

FH-10

FH-11

FH-12

FH-13

FH-14

WV-21

PIV-20

PIV-19

FH-32

FH-39

FH-31

FH-19

FDC

PIV-24

FH-26

8''W

WV-48

WV-42

WV-43

PIV-15

FH-30

FH-29

WV-46

WV-47

WV-44

PIV-14

WV-45

FH-28

WV-38

WV-62

WV-63

PIV-H

FH-21

FH-25

FH-24

FH-23

FH-22

FH-20

WV-92

WV-91

WATER

FOUNTAIN

PIV-13

WV-70

WV-39

FH-27

PIV-12

2''W

FIRE

SUPPRESSION

VALVES

WV-76

8''W 8''W 8''W 8''W

WV-83

WV-56

WV-77

WV-72

WV-85

WV-86

WV-18

8''W

WV-04

8''W

''W

8''W 8''W

8''W

8''W 8''W

WV-90

''W

FH-33

WV-82

WV-53

WV-54

WV-64

WV-35

WV-74

FH-40

WV-88

WV-55

WV-60

LOCATED IN BASEMENT

CRAWLSPACE PIPE COMING

OUT OF TOP OF VALVE HAS

BEEN CUT OFF

WV-65

WV-89

WV-61

WATER LINE IN THIS

AREA APPEARS TO

HAVE BEEN

ABANDONED

WATER

TANK

FILTRATION UNIT

FOR FOUNTAIN

8''W 8''W 8''W 8''W 8''W 8''W 8''W

8''W 8''W 8''W

8''W

''W

12''W

8''W

''W

WV-22

WV-23

WV-24

WV-25

WV-26

WV-27

WV-28

WV-29

WV-30

WV-31

WV-32

WV-33

WV-34

E85

WV-36

WV-67

WV-68

WV-69

WV-79

WV-80

WV-81

WV-37

1" = 100 US Feet

0 100 200

VAMC BILOXI, MS

WATER DISTRIBUTION

DITCH

SIGN

TREE

FENCE LINE

TOPOGRAPHIC LEGEND

PARK BENCH

PICNIC TABLE

FIRE EXTINGUISHER

MONITORING WELL

BOLLARD

TRASH RECEPTACLE

FLAG POLE

BUILDING SCHEDULE

1 MAIN HOSPITAL

2 EXTENDED CARE BUILDING

3 OUTPATIENT CLINIC

5 SLEEP LAB

6 DIRECTORS QUARTERS

7 DUPLEX STAFF QUARTERS

8 DUPLEX FMS/R.E. OFFICE

9 WAREHOUSE

10 ENGINEERING OFFICE

12 GATEHOUSE

14 BLIND REHAB

15 COMMUNITY LIVING CENTER

16 ENGINEERING SHOPS

17 RECREATION HALL AND POLICE

18 CREDIT UNION

19 MENTAL HEALTH

21 KITCHEN AND CANTEEN DINING

25 MENTAL HEALTH BUILDING

26 WAREHOUSE

27 MECH. SHOP & COVERED CANOPY

28 PARKING GARAGE

32 MECHANIC SHOP

44 P. M. SHOP

45 PAINT AND LOCK SHOP

50 PLUMB./YARD SHOP & ENG STORAGE

51 FMS ADMIN OFFICE

52 MAS/AM&M WAREHOUSE

53 ADMINISTRATION BUILDING

56 BAIT HOUSE

57 CANTEEN RETAIL

86 SIGN SHOP & ENG. STORAGE

88 ENGINEERING STORAGE

T-102

(TEMP) ADMIN OFFICES

T-104

(TEMP) SUDP & PTSD CLINIC

T-105

(TEMP) SUDP & PTSD CLINIC

29 PHYSICAL THERAPY & REHABILITATION

30 MAIN CLINIC BUILDING

31 LAUNDRY

48, 49

53, PIV-21

71, 72

44, 43

26, 15

34, 33

VALVE ID TABLE

BLDG # VALVE ID

76, 77

04, 06

42, PIV-15, 70, 40

80, PIV-12

82, 83, 77

PIV-5

PIV-3

85, 84

90, 19

87, 88

PIV-2, 85

T-102 11, 12

T-104 91, 93

T-105 91, 93

E85 X

67, 64

63, PIV-H

35, 36, 37, PIV-24

40, 41, 39, PIV-16

68, 39, 40, 44, PIV-13

BLDG # VALVE ID

1011 N CAUSEWAY BLVD., SUITE 19

MANDEVILLE, LA 70471

PHONE: 985.624.5001

EMAIL: info@pi-aec.com

PRINCIPAL ENGINEERING

WATER DISTRIBUTION

EXISTING 02/21/2020

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Service Engineer

AutoCAD SHX Text Approved: Service Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Of

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text Office of Facilities

AutoCAD SHX Text Department of

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text

VA FORM 08-6231, DEC 1989

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

Y C

L E

A C

K S

C.O.

S T O

T102

TEST-CP

? VALVE ?

I T

VALVE??

C O

V E

R E

P A

2" PVC

C O

V E

R E

I D

E W

A L K

COVERED SIDEWALK

E N

E R

A T

R C

P O

U N

GV-46

GV-36

GV-28

VENT

GV-27

GV-24

GV-22

GV-6

GV-5

GV-4

GV-12

GV-7

GV-10

GV-23

GV-10

GV-3

GV-53

GV-52

GV-11

GV-17

GV-16

GV-8

GV-9

GV-13

GV-19

GV-26

GV-29

GV-37

GV-44

CHILLED WATER

RETURN

CHILLED WATER

SUPPLY

CWR

CWS

CWR

CWS

CWR

CHILLED WATER

SUPPLY

CWS

C W

CWR

CWS

R C

CWS

CWR

C W

CWR

C W

CWR

C W

CWS CWS

C W

CWR CWR

C W

CWR

CWS

C W

CHILLED WATER

RETURN

C W

8''W

E85

1" = 100 US Feet

0 100 200

VAMC BILOXI, MS

DITCH

SIGN

TREE

FENCE LINE

TOPOGRAPHIC LEGEND

PARK BENCH

PICNIC TABLE

FIRE EXTINGUISHER

MONITORING WELL

BOLLARD

TRASH RECEPTACLE

FLAG POLE

BUILDING SCHEDULE

1 MAIN HOSPITAL

2 EXTENDED CARE BUILDING

3 OUTPATIENT CLINIC

5 SLEEP LAB

6 DIRECTORS QUARTERS

7 DUPLEX STAFF QUARTERS

8 DUPLEX FMS/R.E. OFFICE

9 WAREHOUSE

10 ENGINEERING OFFICE

12 GATEHOUSE

14 BLIND REHAB

15 COMMUNITY LIVING CENTER

16 ENGINEERING SHOPS

17 RECREATION HALL AND POLICE

18 CREDIT UNION

19 MENTAL HEALTH

21 KITCHEN AND CANTEEN DINING

25 MENTAL HEALTH BUILDING

26 WAREHOUSE

27 MECH. SHOP & COVERED CANOPY

28 PARKING GARAGE

32 MECHANIC SHOP

44 P. M. SHOP

45 PAINT AND LOCK SHOP

50 PLUMB./YARD SHOP & ENG STORAGE

51 FMS ADMIN OFFICE

52 MAS/AM&M WAREHOUSE

53 ADMINISTRATION BUILDING

56 BAIT HOUSE

57 CANTEEN RETAIL

86 SIGN SHOP & ENG. STORAGE

88 ENGINEERING STORAGE

T-102

(TEMP) ADMIN OFFICES

T-104

(TEMP) SUDP & PTSD CLINIC

T-105

(TEMP) SUDP & PTSD CLINIC

29 PHYSICAL THERAPY & REHABILITATION

30 MAIN CLINIC BUILDING

31 LAUNDRY

CHILLER WATER

DISTRIBUTION

1011 N CAUSEWAY BLVD., SUITE 19

MANDEVILLE, LA 70471

PHONE: 985.624.5001

EMAIL: info@pi-aec.com

PRINCIPAL ENGINEERING

WATER DISTRIBUTION

EXISTING CHILLER

02/21/2020

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Service Engineer

AutoCAD SHX Text Approved: Service Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Of

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text Office of Facilities

AutoCAD SHX Text Department of

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text

VA FORM 08-6231, DEC 1989

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

Y C

L E

A C

K S

C.O.

S T O

F X

T102

TEST-CP

? VALVE ?

I T

VALVE??

C O

V E

R E

P A

2" PVC

C O

V E

R E

I D

E W

A L K

COVERED SIDEWALK

E N

E R

A T

R C

P O

U N

GV-46

GV-36

GV-28

VENT

GV-27

GV-24

GV-22

GV-6

GV-5

GV-4

GV-12

GV-7

GV-10

GV-23

GV-10

GV-3

GV-53

GV-52

GV-11

GV-17

GV-16

GV-8

GV-9

GV-13

GV-19

GV-26

GV-29

GV-37

GV-44

18"RCP

INV = 4.54'

DRAIN INLET

TOP = 22.13'

INV 12"PVC (S) = 18.84'

INV 18"RCP (W) = 17.05'

DRAIN INLET

TOP = 22.62'

INV 12"PVC (SW) = 20.17'

INV 18"PVC (E) = 16.02'

INV 24"PVC (NW) = 12.96'

DRAIN INLET

TOP = 21.80'

INV 18"RCP (NE) = 13.00'

INV 24"RCP (SE) = 10.78'

INV 18"RCP (NE) = 10.39'

INV 36"RCP (N) = 8.58'

INV 36"RCP (SW) = 8.25'

DRAIN INLET

TOP = 20.36'

INV 18"RCP (NW) = 16.28'

DRAIN INLET

TOP = 20.50'

INV 24"RCP (SW) = 15.45'

INV 18"RCP (SE) = 15.42'

INV 15"RCP (N) = 15.39'

DRAIN INLET

TOP = 19.20'

INV 18"RCP (N) = 15.35'

INV 15"RCP (S) = 12.16'

INV 24"RCP (W) = 8.85'

INV 24"RCP (E) = 8.80'

CURB INLET

TOP = 18.99'

INV 18"RCP (SE) = 15.85'

DRAINAGE MANHOLE

TOP = 20.76'

INV 15"RCP (SE) = 10.17'

INV 18"RCP (NE) = 9.59'

CURB INLET

TOP = 23.29'

INV 24"RCP (E) = 19.47'

DRAIN INLET

TOP = 21.36'

INV 24"RCP (W) = 18.30'

INV 18"RCP (SE) = 17.66'

INV 24"RCP (E) = 17.66'

DRAIN INLET

TOP = 21.27'

INV 18"RCP (NW) = 17.97'

24" RCP FES

INV = 16.13'

12" HDPE FES

INV = 15.96'

DRAIN INLET

TOP = 20.59'

INV 24"RCP (NE) = 11.94'

INV 6"CPP (SE) = 14.14'

DRAIN INLET

TOP = 17.58'

INV 18"RCP (N) = 13.22'

INV 24"CPP (E) = 12.33'

INV 24"CPP (W) = 12.30'

DRAIN INLET

TOP = 19.42'

INV 18"RCP (N) = 13.64'

INV 18"RCP (S) = 13.62'

DRAIN INLET

TOP = 19.77'

INV 18"RCP (NW) = 13.36'

INV 18"RCP (SW) = 13.33'

DRAIN INLET

TOP = 21.50'

INV 18"RCP (SE) = 14.37'

ROUND BEEHIVE

DRAIN INLET

TOP = 16.78'

INV 24"RCP (W) = 11.38'

INV 24"RCP (S) = 11.88'

INV 24"RCP (E) = 11.37'

DRAIN MANHOLE

TOP = 18.78'

INV 24"RCP (N) = 12.68'

INV 6"PVC (W) = 12.91'

INV 24"CPP (S) = 12.80'

INV 6"PVC (E) = 13.30'

DRAIN INLET

TOP = 18.62'

INV 6"CPP (W) = 13.72'

INV 24"CPP (N) = 11.67'

DRAIN INLET

TOP = 16.63'

INV 24"CPP (S) = 12.33'

INV 24"CPP (E) = 11.93'

INV 24"RCP (W) = 11.75'

12" HDPE

INV = 15.65'

12" HDPE

INV = 15.52'

DRAIN INLET

TOP = 21.61'

INV 18"CPP (N) = 17.27'

INV 6"PVC (W) = 17.36'

INV 6"PVC (S) = 17.41'

INV 6"PVC (E) = 17.41'

ROUND BEEHIVE

DRAIN INLET

TOP = 18.64'

INV 30"RCP (E) = 11.44'

INV 36"x48"RCAP (W) = 11.32'

DRAIN INLET

TOP = 21.42'

INV 8"PVC (SE) = 18.80'

DRAIN INLET

TOP = 21.39'

INV 15"RCP (NW) = 18.35'

DRAIN INLET

TOP = 21.36'

INV 15"RCP (SE) = 18.30'

INV 15"RCP (SW) = 16.21'

DRAIN INLET

TOP = 21.35'

INV 15"RCP (NE) = 17.70'

INV 18"RCP (W) = 17.52'

DRAIN INLET

TOP = 19.83'

INV 18"RCP (SW) = 15.75'

INV 36"x48"RCAP (SE) = 10.93'

INV 36"x48"RCAP (NW) = 10.82'

DRAIN INLET

TOP = 17.32'

INV 3"PVC (E) = 15.02'

INV 30"RCP (SE) = 13.19'

INV 30"RCP (N) = 13.17'

DRAIN INLET

TOP = 17.81'

INV 24"RCP (S) = 14.86'

INV 18"RCP (E) = 14.41'

INV 30"RCP (NW) = 13.83'

DRAIN INLET

TOP = 20.83'

INV 18"RCP (S) = 15.78'

INV 24"RCP (N) = 15.68'

DRAIN INLET

TOP = 21.11'

INV 18"RCP (E) = 16.95'

INV 24"RCP (N) = 16.60'

24" RCP

INV = 14.89'

24" RCP

INV = 14.13'

DRAIN INLET

TOP = 21.04'

18" RCP

INV = 15.59'

18" RCP

INV = 14.94'

12" PVC

INV = 15.94'

18" RCP

INV = 14.88'

6"PVC DRAIN

TOP = 15.02'

30" RCP

INV = 13.44'

DRAIN INLET

TOP = 22.37'

INV 18"RCP (W) = 16.92'

INV 18"RCP (N) = 16.91'

DRAIN INLET

TOP = 21.41'

INV 8"PVC (SE) = 19.77'

DRAIN INLET

TOP = 23.63'

INV 6"PVC = 20.78'

INV 8"PVC = 20.75'

INV BOTTOM = 20.22'

DRAIN INLET

TOP = 21.70'

INV = 20.20'

(ABANDONED - NO PIPES)

DRAIN INLET

TOP = 21.51'

INV 8"PVC (NE) = 19.10'

DRAIN INLET

TOP = 19.81'

INV 15"RCP (NE) = 17.06'

DRAIN INLET

TOP = 21.66'

INV 6"PVC = 20.21'

DRAIN INLET

TOP = 21.79'

INV 6"PVC = 19.08'

DRAIN INLET

TOP = 23.27'

INV 8"PVC (W) = 19.97'

INV 4"PVC (E) = 20.00'

DRAIN INLET

TOP = 23.74'

INV 8"PVC (W) = 20.91'

INV 4"PVC (E) = 20.91'

DRAIN INLET

TOP = 22.91'

INV 24"RCP (NE) = 18.48'

DRAIN INLET

TOP = 23.04'

INV 24"RCP (SW) = 17.96'

INV 24"RCP (E) = 17.86'

DRAIN INLET

TOP = 21.79'

INV 18"RCP (E) = 17.31'

DRAIN INLET

TOP = 22.01'

INV 18"RCP (W) = 17.07'

INV 18"RCP (S) = 16.99'

DRAIN INLET

TOP = 22.77'

INV 24"RCP (W) = 16.95'

INV 24"RCP (NE) = 16.88'

DRAIN INLET

TOP = 22.90'

INV 18"RCP (SW) = 16.70'

INV 18"RCP (NE) = 16.69'

DRAIN INLET

TOP = 22.22'

INV 24"RCP (NW) = 16.61'

INV 18"RCP (SW) = 16.47'

DRAIN INLET

TOP = 19.03'

INV 18"RCP (NE) = 15.21'

INV 18"RCP (SE) = 15.23'

DRAIN INLET

TOP = 19.90'

INV 8"STEEL (N) = 16.02'

INV 3"PVC (E) = 17.50'

DRAIN INLET

TOP = 19.89'

INV 8"STEEL (N) = 16.90'

INV 12"STEEL (W) = 17.00'

INV 8"STEEL (S) = 16.90'

DRAIN INLET

TOP = 23.46'

INV 12"PVC (S) = 19.26'

INV 12"PVC (E) = 19.42'

DRAIN INLET

TOP = 24.15'

INV 24"RCP (NW) = 17.40'

INV 18"RCP (SW) = 17.45'

INV 24"RCP (SE) = 17.60'

DRAIN INLET

TOP = 20.63'

INV 24"RCP (W) = 14.35'

INV 24"RCP (S) = 15.16'

INV 24"RCP (E) = 14.27'

DRAIN INLET

TOP = 22.07'

INV 8"PVC (W) = 18.06'

INV 8"PVC (S) = 18.04'

DRAIN INLET

TOP = 22.25'

INV 18"RCP (N) = 15.82'

INV 12"PVC (W) = 15.78'

DRAIN INLET

TOP = 21.09'

INV 10"STL. (NW)=16.45'

INV 10"STL. (S)=16.40'

INV 24"RCP (NE)=16.54'

DRAIN INLET

TOP = 22.01'

INV 10"STL. (N)=17.26'

INV 8"PVC (W)=17.21'

INV 12"PVC (S)=20.23'

DRAIN INLET

TOP = 21.81'

INV 4"PVC (W) = 18.02'

INV 8"PVC (E) = 17.86'

DRAIN INLET

TOP = 23.00'

INV 8"PVC (N) = 17.59'

INV 10"PVC (SW) = 17.62'

INV 12"PVC (E) = 17.62'

DRAIN INLET

TOP = 23.19'

INV 4"PVC (W) = 18.74'

INV 4"PVC (S) = 18.37'

INV 8"PVC (NE) = 18.42'

DRAIN INLET

TOP = 23.52'

INV 4"PVC (SW) = 18.27

INV 10"PVC (E) = 18.02'

DRAIN INLET

TOP = 21.81'

INV 4"PVC (W) = 18.51'

INV 8"PVC (E) = 18.06'

DRAIN INLET

TOP = 19.91'

INV 10"PVC (N) = 17.66'

INV 12"PVC (W) = 17.17'

INV 10"PVC (S) = 17.82'

DRAIN INLET

TOP = 19.91'

INV 12"STEEL (W) = 14.84'

INV 10"STEEL (S) = 14.95'

INV 12"STEEL (E) = 14.83'

DRAIN INLET

TOP = 19.64'

INV 8"PVC (S) = 17.74'

INV 12"D.I. (E) = 17.02'

DRAIN INLET

TOP = 20.74'

INV 18"RCP (S) = 16.09'

DRAIN INLET

TOP = 22.65'

INV 8"PVC (W) = 16.43'

INV 24"RCP (SW) = 16.35'

DRAIN INLET

TOP = 19.81'

INV 12"STEEL (N) = 16.42'

INV 12"STEEL (E) = 16.38'

DRAIN INLET

TOP = 23.03'

INV 8"PVC (W) = 20.13'

INV 8"PVC (E) = 20.02'

DRAIN INLET

TOP = 21.90'

INV 15"RCP (SE) = 17.80'

DRAIN INLET

TOP = 22.57'

INV 8"PVC (W) = 18.81'

INV 8"PVC (E) = 18.91'

DRAIN INLET

TOP = 20.29'

INV. PVC 10" (SE) = 16.20'

INV. PVC 6" (E) = 15.84'

INV. RCP 15" (SW) = 14.31'

INV 36"x48"RCAP (NW) = 11.04'

DRAIN MANHOLE

TOP = 22.25'

INV 18"RCP (N) = 17.34'

INV 18"RCP (W) = 17.16'

INV 18"RCP (E) = 17.16'

OIL / WATER

SEPARATOR #3

TOP = 19.95'

INV 12"STEEL (W) = 16.13'

INV 12"STEEL (E) = 16.66'

INV 6"STEEL (W) = 15.14'

TOP CAP = 14.66'

BOTTOM OF BOX= 14.12'

OIL / WATER

SEPARATOR #1

TOP = 21.05'

INV 10"STL. (W)=17.90'

INV 10"STL. (E)=18.05'

DRAIN INLET

TOP = 19.47'

INV 18"RCP (W) = 14.53'

INV 24"RCP (E) = 14.54'

DRAIN MANHOLE

TOP = 21.46'

INV 8"PVC (NW) = 15.16'

INV 15"RCP (SE) = 14.96'

INV 15'RCP (NE) = 11.86'

INV 24'RCP (SW) = 11.86'

DRAIN INLET

TOP = 19.89'

INV 18"CPP (N) = 16.24'

INV 18"CPP (SW) = 16.34'

DRAIN INLET

TOP = 19.78'

INV 8"PVC (W) = 17.35'

INV 18"RCP (NE) = 16.88'

OIL / WATER

SEPARATOR #2

TOP = 20.03'

INV 6" ?RUBBER? = 17.98'

INV 10"PVC = 18.78'

1 1/2" DRAIN LINE

10" PVC FROM WATER

MAIN BLOW-OFF VALVE

INV = 15.47'

30" RCP

INV = 12.38'

DRAIN INLET

TOP = 21.95'

INV 18"RCP (S) = 16.40'

INV 24"RCP (NE) = 16.32'

DRAIN INLET

TOP = 23.58'

INV 6"CPP (N) = 20.28'

INV 15"CPP (S) = 17.48'

DRAIN INLET

TOP = 22.52'

INV 15"CPP (N) = 17.22'

INV 18"RCP (E) = 17.17'

DRAIN INLET

TOP = 20.48'

INV 24"RCP (NW) = 15.63'

DETENTION POND

OUTFALL STRUCTURE

TOP = 14.31'

DRAIN INLET

TOP = 23.31'

INV 10"PVC (N) = 17.86'

INV 10"PVC (W) = 17.85'

INV 12"PVC (S) = 17.82'

DRAIN INLET

TOP = 21.01'

INV 10"STL. (W)=17.73'

INV 10"STL. (SE)=17.82'

DRAIN INLET

TOP = 22.63'

INV 10"D.I. (W) = 21.03'

36"RCP

INV = 9.58'

DRAIN INLET

TOP = 22.39'

"NO PIPES

VISIBLE"

DRAIN INLET

TOP = 21.90'

INV 6"STEEL (W) =

20.20'

DRAIN INLET

TOP = 21.92'

INV 10"PVC (N) =

19.87'

INV 6"STEEL (S) =

19.84'

SQUARE BEEHIVE

DRAIN INLET

TOP = 20.24'

INV 18"RCP (NE) = 10.30'

INV 36"RCP (S) = 8.92'

INV 36"RCP (N) = 8.84'

SQUARE BEEHIVE

DRAIN INLET

TOP = 18.46'

INV 18"RCP (NW) = 16.42'

INV 15"RCP (NE) = 16.36'

SQUARE BEEHIVE

DRAIN INLET

TOP = 17.30'

INV 24"RCP (SW) = 9.06'

INV 24"RCP (E) = 9.04'

SQUARE BEEHIVE

DRAIN INLET

TOP = 20.99'

INV 18"RCP (NE) = 17.50'

DRAIN INLET

TOP = 20.11'

INV 8"PVC (NW) = 18.84'

INV 24"x12"RCP (SW) = 16.51'

INV 18"RCP (NW) = 16.30'

INV 18"RCP (SE) = 16.29'

4" RND. INLET

TOP = 24.08'

INV = 22.98'

DRAIN INLET

TOP = 20.41'

INV 18"RCP (NE) = 18.21'

INV 18"RCP (W) = 18.19'

DRAIN INLET

TOP = 19.70'

INV 15"RCP (N) = 17.26'

INV 18"RCP (NW) = 16.93'

INV 18"RCP (SE) = 16.92'

DRAIN INLET

TOP = 19.81'

INV 18"RCP (NW) = 17.37'

INV 18"RCP (SE) = 17.36'

DRAIN INLET

TOP = 18.84'

INV 18"RCP (W) = 16.45'

INV 18"RCP (E) = 16.43'

DRAIN INLET

TOP = 20.09'

INV 15"RCP (E) = 16.02'

INV 18"RCP (S) = 15.83'

INV 18"RCP (N) = 15.78'

DRAIN JUNCTION BOX

(NOT FOUND)

TOP = XX.XX'

INV 18" (NE) = XX.XX'

INV 18" (SW) = XX.XX'

DRAIN JUNCTION BOX

TOP = 20.59'

(COVERED UP)

DRAIN INLET

(UNDER ASPHALT)

ROUND BEEHIVE

DRAIN INLET

TOP = 18.08'

INV 24"RCP (E) = 13.27'

INV 24"RCP (W) = 13.17'

10"PVC PIPE

INV = 2.12'

6"CLAY PIPE

INV = 0.60'

12" HDPE FES

INV = 20.98'

DRAIN INLET (8")

TOP = 15.44'

INV = 14.24'

DRAINAGE MANHOLE

TOP = 22.35'

INV 8"RCP (NW) = 13.73'

INV 8"RCP (E) = 13.71'

DRAIN INLET

TOP = 18.51'

INV 2"PVC (SW) = 16.59'

INV 10"PVC (SW) = 15.70'

INV 12"RCP (NE) = 14.93'

CURB INLET

TOP = 19.21'

THROAT = 18.71'

INV 15"RCP (W) = 11.51'

INV 15"RCP (NE) = 11.51'

CURB INLET

TOP = 19.16'

THROAT = 18.66'

INV 15"RCP (NW) = XX.XX'

INV 15"RCP (SW) = 11.01'

INV 15"RCP (NE) = 11.01'

DRAIN INLET (ROUND)

TOP = 17.98'

INV 12"RCP (NW) = 9.88'

INV 12"RCP (SE) = 3.38'

DRAIN INLET

TOP = 22.21'

INV 4"PVC (W) = 19.66'

INV 8"PVC (S) = 19.81'

DRAIN INLET

TOP = 22.62'

INV 8"PVC (S) = 19.01'

INV 8"PVC (N) = 18.97'

INV 8"PVC (E) = 18.97

DRAIN INLET

TOP = 22.53'

INV 4"PVC (W) = 19.46'

INV 8"PVC (N) = 19.09'

DRAIN INLET

TOP = 21.31'

INV 12"PVC (S) = 18.26'

INV 24"RCP (E) = 15.28'

INV 24"RCP (W) = 15.86'

DRAIN INLET

TOP = 22.25'

INV 12"PVC (W) = 19.14'

INV 12"PVC (N) = 19.07'

DRAIN INLET

TOP = 22.43'

INV 4"PVC (E) = 20.04'

INV 8"PVC (S) = 19.66'

DRAIN INLET

TOP = 22.13'

INV 8"PVC (E) = 15.23'

INV 24"RCP (S) = 15.20'

DRAIN INLET

TOP = 22.92'

INV 24"RCP (N) = 15.22'

INV 24"RCP (E) = 15.17'

INV 24"RCP (W) = 15.10'

DRAIN INLET

TOP = 23.20'

INV 4"PVC (N) = 18.11'

INV 4"PVC (E) = 18.05'

INV 4"PVC (SE) = 17.82'

INV 8"PVC (S) = 17.61'

DRAIN INLET

TOP = 22.24'

INV 12"PVC (NW) = 20.48'

INV 18"RCP (W) = 18.77'

INV 12"RCP (NE) = 18.67'

DRAIN INLET

TOP = 21.32'

INV 8"PVC (SW) = 18.67'

INV 8"PVC (NW) = 18.64'

ROUND BEEHIVE

DRAIN INLET

TOP = 16.80'

INV 30"CPP (W) = 10.44'

INV 8'PVC (SW) = XX.XX'

INV 24"RCP (E) = 10.47'

10" PVC DRAIN INLET

TOP = 22.82'

INV 8"PVC (E)=15.81'

INV BOTTOM=15.32'

CHECK NOTES FOR 10"

10" PVC DRAIN INLET

TOP = 21.12'

INV 8"PVC (W) = 16.61'

INV 8"PVC (E) = 16.58'

INV BOTTOM = 16.42'

CHECK NOTES FOR 10"

10" PVC DRAIN INLET

TOP = 23.62'

INV 8"PVC (W) = 20.14'

INV 8"PVC (E) = 20.01'

INV BOTTOM = 19.61'

10" PVC DRAIN INLET

TOP = 22.49'

INV 8"PVC (W) = 20.61'

INV 8"PVC (S) = 20.59'

INV BOTTOM = 20.11'

10" PVC DRAIN

BOX W/ LID

TOP = 23.78'

INV BOTTOM = 19.08'

DRAIN INLET

TOP = 23.75'

INV 8"PVC (S) = 20.50'

INV 8"PVC (N) = 20.48'

INV 10"PVC (E) = 20.46'

INV BOTTOM = 19.90'

DRAIN INLET

TOP = 23.96'

INV 6"PVC (W) = 21.30'

INV 8"PVC (N) = 21.28'

INV BOTTOM = 20.78'

DRAIN INLET

TOP = 23.90'

INV 8"PVC (NE) = 21.37'

INV 6"PVC (N) = 21.37'

INV 8"PVC (S) = 21.32'

INV BOTTOM = 20.72'

DRAIN INLET

TOP = 23.20'

INV 6"PVC (E) = 19.15'

INV 8"PVC (S) = 19.14'

INV 8"PVC (NW) = 19.12'

INV BOTTOM = 18.59'

DRAIN INLET

TOP = 23.90'

INV 6"PVC (NW) = 21.15'

INV 8"PVC (SW) = 21.14'

INV 10"PVC (SE) = 21.03'

INV BOTTOM = 20.43'

DRAIN INLET

TOP = 23.92'

INV 6"PVC = 20.12'

INV 8"PVC = 20.06'

INV BOTTOM = 19.52'

DRAIN INLET

TOP = 18.12'

INV 4"PVC (N) = 16.23'

INV 8"PVC (E) = 15.47'

INV 18"RCP (W) = 15.45'

DRAIN INLET

TOP = 21.50'

INV 10"PVC (SW) = 18.32'

INV 15"RCP (SE) = 18.20'

DRAIN INLET

TOP = 21.36'

INV 10"PVC (SW) = 17.80'

INV 15"RCP (NE) = 17.66'

INV 15'RCP (NW) = 17.64'

DRAIN INLET

TOP = 20.77'

INV 15"RCP (SW) = 17.40'

INV 8"STEEL (NE) = 17.30'

DRAIN INLET

TOP = 21.11'

INV 15"RCP (NE) = 16.81'

INV 8"STEEL (SW) = 16.71'

DRAIN INLET

TOP = 22.05'

INV 15"RCP (SW) = 16.47'

INV 15"RCP (NE) = 16.43'

DRAIN INLET

TOP = 21.55'

INV 15"RCP (NW) = 16.13'

INV 15"RCP (W) = 15.95'

INV 18"RCP (NE) = 15.30'

SQUARE BEEHIVE

DRAIN INLET

TOP = 22.20'

INV 24"RCP (SE) = 12.44'

INV 24"RCP (N) = 12.34'

DRAIN INLET

TOP = 19.44'

INV 8"STEEL (SW) = 16.62'

DRAIN INLET

TOP = 19.49'

INV 6"D.I. (E) = 17.69'

DRAIN INLET

TOP = 21.47'

INV 6"CPP = 19.74'

DRAIN INLET

TOP = 21.57'

INV 6"CPP = 20.32'

DRAIN INLET

TOP = 21.48'

INV 6"CPP = 20.05'

DRAIN INLET

TOP = 21.36'

INV 6"CPP = 19.91'

DRAIN INLET

TOP = 21.48'

INV 6"CPP = 20.03'

DRAIN INLET

TOP = 21.35'

INV 8"CPP = 19.47'

DRAIN INLET

TOP = 21.27'

INV 6"CPP = 18.96'

DRAIN INLET

TOP = 19.98'

INV 6"CPP = 17.68'

DRAIN INLET

TOP = 17.74'

INV 6"CPP = 16.56'

DRAIN INLET

TOP = 21.74'

INV 8"CPP = 20.83'

DRAIN INLET

TOP = 21.76'

INV 8"CPP = 19.85'

DRAIN INLET

TOP = 21.79'

INV 8"CPP = 20.49'

DRAIN INLET

TOP = 21.51'

INV 6"CPP = 19.03'

DRAIN INLET

TOP = 21.54'

INV 8"CPP = 18.06'

DRAIN INLET

TOP = 21.56'

INV 6"CPP = 17.68'

DRAIN INLET

TOP = 21.26'

INV 18"RCP (NE) = 18.50'

DRAIN INLET

TOP = 21.95'

INV 10"PVC (NW) = 19.75'

INV 15"RCP (SE) = 18.91'

DRAIN INLET

TOP = 21.50'

INV 8"PVC (NW) = 18.99'

INV 15"RCP (SW) = 18.99'

BEEHIVE DRAIN INLET

TOP = 22.40'

INV 6"HDPE (N) = 18.90'

INV 8"PVC (W) = 18.85'

INV 6"HDPE (NE) = 18.80'

INV 15"RCP (NW) = 18.59'

INV 15"RCP (N) = 18.58'

INV 15"RCP (SE) = 18.38'

CURB INLET

TOP = 21.07'

INV 15"RCP (NW) = 18.05'

INV 6"PVC (NE) = 17.97'

INV 6"PVC (SW) = 17.97'

INV 15"RCP (SE) = 17.84'

DRAIN INLET

TOP = 22.22'

INV 6"HDPE (NW) = 20.01'

INV 6"HDPE (NW) = 19.95'

INV 4"HDPE (S) = 19.06'

INV 4"HDPE (S) = 19.05'

INV 15"RCP (NW) = 18.90'

INV 15"RCP (S) = 18.90'

DRAIN MANHOLE /

CONFLICT BOX

TOP = 22.30'

TOP OF 8" WATERMAIN = 19.96'

INV 6"HDPE (S) = 19.29'

INV 6"HDPE (N) = 19.19'

INV 15"RCP (NW) = 19.00'

INV 15"RCP (SE) = 18.96'

DRAIN MANHOLE /

CONFLICT BOX

TOP = 22.33'

TOP OF 8" WATERMAIN = 20.15'

INV 6"HDPE (N) = 19.88'

INV 6"HDPE (S) = 19.58'

INV 15"RCP (NW) = 19.05'

INV 15"RCP (SE) = 19.05'

DRAIN INLET

TOP = 22.23'

INV 10"PVC (NE) = 19.84'

INV 15"RCP (SW) = 19.23'

6"PVC DRAIN PIPE

INV = 21.09'

6"PVC DRAIN PIPE

INV = 20.92'

8" PVC

INV = 1.70'

48" RCP

INV = 1.30'

2" PVC DRAIN PIPE

4" PVC DRAIN PIPE

DRAIN INLET

TOP = 17.80'

FULL OF DIRT

DRAIN INLET

TOP = 16.95'

INV 6"PVC (W) = 13.95'

INV 6"PVC (E) = 13.86'

INV 10"PVC (SE) = 13.65'

DRAIN INLET

TOP = 18.65'

INV 8"PVC (NE) = 17.25'

DRAIN INLET

TOP = 18.89'

INV 8"PVC (SW) = 16.93'

INV 10"PVC (SE) = 16.90'

DRAIN INLET

TOP = 17.39'

INV 6"PVC (SE) = 15.89'

CURB INLET

TOP = 20.01'

INV 18"RCP (NE) = 15.97'

DRAIN INLET

TOP = 20.42'

INV 6"PVC (SW) = 18.02'

INV 6"PVC (NE) = 17.62'

DRAIN INLET

TOP = 20.42'

INV 6"PVC (E) = 16.06'

DRAIN MANHOLE

TOP = 21.12'

INV 6"PVC (W) = 19.21'

INV 6"PVC (NE) = 17.96'

INV 8"PVC (SE) = 17.66'

DRAIN MANHOLE

"SEWER" LID

TOP = 20.53'

INV 6"PVC (NE) = 17.08'

INV 6"PVC (SW) = 17.03'

INV 8"PVC (NW) = 16.79'

INV 8"PVC (SE) = 16.68'

DRAIN INLET

TOP = 20.14'

INV 4"PVC (SW) = 16.80'

INV 8"PVC (NW) = 15.95'

INV 8"PVC (SE) = 15.84'

DRAIN INLET

TOP = 21.04'

INV 12"RCP (NW) = 17.56'

INV 15'RCP (SE) = 17.08'

DRAIN INLET

TOP = 18.24'

INV 6"STL (W) = 10.66'

INV 36"RCP (SE) = 10.61'

INV 36"RCP (NW) = 10.46'

DRAINAGE MANHOLE

TOP = 22.69'

INV 15"RCP (NE) = 16.98'

INV 6"RCP (SE) = 16.93'

INV 6"STL (SE) = 16.79'

INV 15"RCP (SE) = 16.72'

DRAIN INLET

TOP = 18.26'

INV 12"RCP (N) = 14.52'

INV 15"RCP (S) = 14.35'

DRAIN INLET

TOP = 21.54'

INV 12"STL (NW) = 16.17'

INV 12"RCP (S) = 16.15'

DRAIN INLET

TOP = 21.69'

INV 12"PVC (NE) = 18.44'

INV 12"STL (SE) = 18.44'

SQUARE BEEHIVE

DRAIN INLET

TOP = 22.73'

INV 12"RCP (SW) = 18.48'

DRAIN INLET

TOP = 20.37'

INV 4"PVC (NE) = 17.51'

INV 6"HDPE (NW) = 13.61'

INV 6"HDPE (NW) = 13.58'

INV 18"RCP (NW) = 13.27'

DRAINAGE MANHOLE

TOP = 22.69'

INV 15"RCP (SE) = 11.72'

INV 36"RCP (SW) = 7.80'

INV 36"RCP (NE) = 7.72'

DRAIN INLET

TOP = 18.44'

INV 36"RCP (NW) = 2.40'

INV 36"RCP (NE) = 2.43'

DRAINAGE MANHOLE

TOP = 20.30'

INV 36"RCP (SW) = 7.25'

INV 12"RCP (NE) = 4.77'

INV 36"RCP (W) = 2.22'

INV 36"RCP (N) = 2.09'

DRAINAGE MANHOLE

TOP = 21.84'

INV 10"STL (NE) = 18.30'

INV 6"STL (S) = 16.16'

INV 10"STL (NW) = 15.84'

DRAIN INLET

TOP = 20.87'

INV 4"PVC (S) = 17.61'

INV 8"STL (SW) = 16.85'

6" SQ. HDPE

DRAIN INLET

TOP = 23.08'

INV 4"PVC (N) = 21.41'

DRAINAGE MANHOLE

(INSTALLED OFF-CENTER ON

TOP OF ANOTHER STRUCTURE)

TOP = 22.89'

INV TO BOTTOM OF UPPER

STRUCTURE = 15.99'

INV TO BOTTOM OF LOWER

STRUCTURE = 13.13'

(CANNOT SEE PIPES FROM SURFACE)

DRAIN INLET

TOP = 20.27'

INV 18"RCP (NE) = 16.47'

SQUARE BEEHIVE

DRAIN INLET

TOP = 20.23'

INV 18"RCP (NE) = 16.99'

SQUARE BEEHIVE

DRAIN INLET

TOP = 20.41'

INV 18"RCP (NW) = 16.11'

INV 18"RCP (SW) = 16.01'

DRAIN INLET

TOP = 20.35'

INV 18"RCP (SE) = 16.30'

INV 18"RCP (SW) = 16.29'

INV 18"RCP (NW) = 16.26'

DRAIN INLET

TOP = 21.57'

INV 12"PVC (SE) = 19.11'

INV 18"RCP (SE) = 14.67'

INV 18"RCP (NW) = 14.47'

DRAIN INLET

TOP = 21.63'

INV 18"RCP (SE) = 14.43'

INV 24"HDPE (NW) = 14.37'

DRAIN MANHOLE

TOP = 22.71'

INV 15"RCP (NW) = 16.38'

INV 36"RCP (SE) = 10.28'

INV 36"RCP (W) = 8.21'

INV 36"RCP (NE) = 7.91'

DRAIN INLET

TOP = 21.06'

INV 12"PVC (W) = 13.53'

INV 30"RCP (W) = 10.76'

INV 30"RCP (E) = 10.68'

SQUARE BEEHIVE GRATE

THROAT INLET

TOP = 20.41'

THROAT (N&S) = 19.11'

INV 12"PVC (S) = 11.86'

INV 30"RCP (W) = 9.81'

INV 30"RCP (NW) = 9.81'

DRAIN INLET

TOP = 15.09'

INV 6"PVC (SW) = 14.12'

DRAIN INLET

TOP = 14.38'

INV 6"PVC (NE) = 13.20'

INV 6"PVC (SW) = 13.17'

DRAIN INLET

TOP = 17.64'

INV 6"PVC (E) = 7.96'

INV 18"RCP (SW) = 7.73'

DRAIN INLET

TOP = 20.64'

INV 6"D.I. (NE) = 13.79'

INV 24"STL (SW) = 3.35

INV 36"RCP (SE) = 1.91'

DRAIN INLET

TOP = 18.48'

INV 6"D.I. (NW) = 15.48'

INV 6"HDPE (NW) = 6.35'

INV 36"RCP (NE) = 0.12'

DRAIN INLET

TOP = 17.40'

INV 36"RCP (SW) = 1.63'

INV 36"RCP (NE) = 1.34'

CURB GRATE INLET

TOP = 17.81'

INV 36"RCP (S) = 1.41'

INV 36"RCP (NE) = 1.34'

INV 36"RCP (SW) = 1.31'

DRAIN MANHOLE

TOP = 19.16'

INV 12"RCP (NE) = 15.58'

INV 12"RCP (SW) = 14.76'

INV 8"RCP (W) = 12.28'

INV 15"RCP (E) = 11.91'

TRENCH DRAIN

TOP = 18.07' (AVERAGE)

INV 2"PVC (SW) = 16.57'

INV 2"PVC (NE) = 16.58'

INV 10"PVC (NE) = 16.32'

SQUARE BEEHIVE

DRAIN INLET

TOP = 20.75'

INV 36"RCP (NE) = 14.76'

INV 36"RCP (NW) = 14.69'

INV 18"RCP (SW) = 14.67'

INV 36"RCP (SE) = 14.65'

SQUARE BEEHIVE

DRAIN INLET

TOP = 22.00'

INV 12"PVC (NW) = 17.82'

INV 6"HDPE (NE) = 15.52'

INV 6"HDPE (NE) = 15.50'

INV 6"HDPE (SW) = 15.50'

INV 6"HDPE (SW) = 15.48'

INV 36"RCP (SW) = 15.35'

INV 36"RCP (NE) = 15.31'

SQUARE BEEHIVE

DRAIN INLET

TOP = 22.02'

INV 12"PVC (NW) = 18.32'

INV 6"HDPE (NW) = 16.36'

INV 6"HDPE (E) = 16.32'

INV 36"RCP (SW) = 15.82'

INV 24"RCP (SE) = 15.72'

DRAIN INLET

TOP = 22.79'

INV 8"PVC (NW) = 18.40'

INV 6"CLAY (NE) = 18.29'

INV 12"PVC (SW) = 18.27'

30" RCP

INV = 12.19'

30" RCP

INV = 12.19'

DRAIN JUNCTION BOX

TOP = 21.72'

INV 10"PVC (NW) = XX.XX'

INV 15"RCP (NE) = XX.XX'

INV 15"RCP (SW) = XX.XX'

DRAIN INLET

TOP = 21.01'

FULL OF DIRT

8" PVC

INV = 16.73'

SQUARE BEEHIVE

DRAIN INLET

TOP = 22.42'

INV 15"RCP (E) = 17.29'

INV 15"RCP (W) = 16.88'

INV 8"HDPE (S) = 12.62'

INV 8"HDPE (N) = 12.61'

INV 8"HDPE (N) = 12.57'

INV 8"HDPE (S) = 12.56'

INV 36"RCP (S) = 12.39'

INV 36"RCP (N) = 12.34'

DRAIN INLET

TOP = 21.20'

INV 8"PVC (NW) = 18.03'

INV 8"PVC (NE) = 18.01'

DRAIN MANHOLE

TOP = 21.83'

INV 4"D.I. (NE) = 18.33'

INV 8"D.I. (N) = 17.03'

INV 8"PVC (S) = 16.43'

INV 12"RCP (SE) = 14.93'

INV 4"PVC (NW) = 13.98'

INV 18"RCP (SW) = 12.53'

?? MANHOLE ??

"SEWER" LID

TOP = 22.41'

INV 8"PVC (NW) = 18.36'

INV 10"PVC (N) = 12.41'

INV 10"PVC (S) = 12.34'

DETENTION POND

OUTFALL STRUCTURE

TOP = 20.81'

INV 6"PVC (SE) = 14.01'

INV 30"RCP (NW) = 13.51'

SQUARE BEEHIVE

DRAIN INLET

TOP = 20.90'

INV 27"x44"RCAP (S) = 11.00'

INV 36"RCP (NW) = 10.80'

DRAIN MANHOLE

"SEWER" ON LID

TOP = 23.30'

INV 12"PVC (N) = 19.50'

INV 18"RCP (W) = 18.00'

DRAIN INLET

TOP = 22.15'

INV 15"RCP (S) = 20.01'

INV 15"RCP (E) = 18.25'

DRAIN INLET

TOP = 20.60'

INV 15"RCP (S) = 17.00'

INV 15"RCP (N) = 17.00'

DRAIN INLET

TOP = 20.96'

INV 15"RCP (W) = 18.16'

INV 15"RCP (E) = 18.16'

CURB INLET

TOP = 21.00'

INV 12"RCP (W) = 17.60'

INV 15"RCP (SE) = 17.60'

DRAIN INLET

TOP = 19.73'

INV 18"RCP (N) = 16.03'

DRAIN INLET

TOP = 20.17'

INV 18"RCP (W) = 15.17'

INV 18"RCP (S) = 15.17'

INV 24"RCP (N) = 15.17'

DRAIN MANHOLE

TOP = 21.29'

INV 15"RCP (W) = 17.49'

INV 15"RCP (S) = 16.99'

INV 15"RCP (N) = 16.89'

INV 18"RCP (E) = 16.59'

DRAIN INLET

TOP = 21.04'

INV 15"RCP (N) = 18.04'

INV 15"RCP (S) = 17.98'

DRAIN INLET

TOP = 19.87'

INV 15"RCP (W) = 16.27'

INV 18"RCP (E) = 16.17'

DRAIN INLET

TOP = 19.70'

INV 18"RCP (W) = 15.30'

INV 24"RCP (S) = 14.50'

INV 24"RCP (N) = 14.50'

DRAIN INLET

TOP = 20.36'

INV 15"RCP (W) = 17.56'

INV 15"RCP (S) = 17.66'

DRAIN INLET

TOP = 20.39'

INV 15"RCP (W) = 17.29'

INV 15"RCP (E) = 17.29'

DRAIN INLET

TOP = 20.28'

INV 15"RCP (NE) = 16.28'

DRAIN INLET

TOP = 20.79'

INV 24"RCP (SW) = 13.59'

INV 30"RCP (E) = 11.49'

CURB INLET

TOP = 19.70'

INV 15"RCP (N) = 13.95'

INV 18"RCP (S) = 13.95'

INV 36"RCP (W) = 8.70'

INV 36"RCP (E) = 8.70'

DRAIN INLET

TOP = 20.62'

INV 15"RCP (E) = 16.42'

DRAIN INLET

TOP = 20.51'

INV 36"RCP (NW) = 8.61'

INV 36"RCP (E) = 8.61'

DRAIN INLET

TOP = 21.73'

INV 18"RCP (SE) = 12.43'

INV 18"RCP (NE) = 12.43'

INV 18"RCP (SW) = 12.43'

SQUARE BEEHIVE

DRAIN INLET

TOP = 21.34'

INV 12"PVC (S) = 18.64'

INV 12"RCP (SE) = 15.84'

INV 12"RCP (NW) = 15.84'

ROUND BEEHIVE

DRAIN INLET

TOP = 21.35'

DRAIN MANHOLE

CONFLICT BOX

TOP = 22.93'

INV 6"CLAY (NE) = 19.63'

INV 6"CLAY (SW) = 19.53'

INV 6"CLAY (SW) = 19.13'

TOP OF CONFLICT PIPE = 19.53'

DRAIN INLET

TOP = 20.97'

INV 15"RCP (SE) = 15.17'

INV 15"RCP (NW) = 15.17'

INV BOTTOM = 14.67'

DRAIN INLET

TOP = 8.81'

INV 6"PVC (NE) = 7.31'

INV 8"PVC (NW) = 7.31'

ROUND BEEHIVE

DRAIN INLET

TOP = 19.92'

INV 6"PVC (NW) = 18.12'

CURB INLET

TOP = 19.00'

THROAT = 18.58'

INV 15"RCP (SW) = 10.38'

INV 15"RCP (SE) = 10.38'

DRAIN INLET

UNDER LIFT

TOP = 22.20'

DRAIN INLET

UNDER LIFT

TOP = 24.84'

CURB INLET

TOP = 19.93'

INV 15"RCP (NE) = 15.29'

DRAINAGE MANHOLE

TOP = 20.92'

INV 15"RCP (SE) = 13.22'

INV 15"RCP (NE) = 11.48'

INV 10"PVC (NW) = 10.12'

INV 15"RCP (SW) = 9.92'

CURB INLET

TOP = 21.91'

INV 15"RCP (NW) = 15.50'

DRAINAGE MANHOLE

TOP = 20.60'

INV 18"RCP (N) = 10.81'

INV 24"RCP (E) = 9.37'

INV 24"RCP (W) = 8.99'

DRAIN INLET

TOP = 20.50'

INV 6"PVC (E) = 18.04'

INV 48"RCP (S) = 9.21'

INV 24"RCP (W) = 9.04'

INV 18"RCP (NE) = 8.95'

DRAINAGE MANHOLE

TOP = 18.22'

INV 18"RCP (SW) = 14.27'

INV 24"RCP (E) = 9.02'

INV 24"RCP (NW) = 8.88'

DRAIN INLET

TOP = 18.34'

INV 6"PVC (NW) = 15.44'

INV 12"PVC (NW) = 13.91'

INV 24"RCP (E) = 13.79'

INV 24"RCP (W) = 13.79'

DRAIN INLET

TOP = 18.27'

INV 2"PVC (SW) = 11.54'

INV 24"RCP (W) = 10.26'

INV 24"RCP (SE) = 10.22'

BEEHIVE DRAIN INLET

TOP = 17.20'

INV 6"PVC (NW) = 14.99'

INV 12"PVC (NE) = 12.00'

INV 24"RCP (W) = 11.60'

INV 24"RCP (E) = 11.52'

6"PVC DRAIN PIPE

INV = 20.96'

6"PVC DRAIN PIPE

INV = 20.73'

DRAIN INLET

TOP = 20.21'

INV 18"RCP (SW) = 15.00'

INV 12"RCP (SE) = 14.16'

DRAIN INLET

TOP = 18.24'

INV 10"PVC (NW) = 13.66'

INV 15"RCP (NW) = 11.54'

INV 18"RCP (N) = 11.44'

INV 18"RCP (S) = 11.39'

CURB INLET

TOP = 19.01'

INV 18"RCP (SE) = 16.62'

CURB INLET

TOP = 20.27'

INV 18"x36"RCP (NW) = 8.98'

INV 18"x36"RCP (SE) = 8.67'

CURB INLET

TOP = 20.28'

INV 18"RCP (SW) = 15.11'

DRAIN INLET

TOP = 19.72'

INV 15"RCP (W) = 14.32'

INV 15"RCP (N) = 14.32'

CURB INLET

TOP = 22.60'

INV 18"RCP (NE) = 18.90'

DRAIN INLET

TOP = 20.54'

INV 15"RCP (SW) = 13.94'

INV 24"RCP (S) = 13.94'

INV 24"RCP (NE) = 13.94'

DRAIN INLET

TOP = 19.54'

INV 24"RCP (W) = 16.09'

INV 18"RCP (SW) = 16.04'

INV 24"RCP (NE) = 15.96'

DRAIN INLET

TOP = 20.73'

INV 4"HDPE (W) = 17.63'

INV 4"HDPE (W) = 17.60'

INV 15"RCP (W) = 17.51'

DRAIN INLET

TOP = 21.14'

INV 6"HDPE (S) = 17.67'

INV 6"HDPE (N) = 17.65'

INV 15"RCP (E) = 17.63'

DRAIN INLET

TOP = 20.67'

INV 6"HDPE (SE) = 18.02'

INV 15"RCP (NW) = 17.44'

DRAIN INLET

TOP = 21.67'

INV 15"RCP (SE) = 16.69'

INV 15"RCP (SW) = 16.64'

INV 18"RCP (NW) = 16.59'

INV 6"HDPE (N) = 16.58'

DRAIN INLET

TOP = 21.67'

INV 15"RCP (SW) = 18.75'

INV 15"RCP (NE) = 18.74'

DRAIN INLET

TOP = 21.38'

INV xx"xxx (NE) = xx.xx'

INV 18"RCP (SE) = 16.28'

INV 24"RCP (NW) = 16.18'

DRAIN INLET

TOP = 21.19'

INV 15"RCP (S) = 17.33'

DRAIN INLET

TOP = 20.41'

INV 4"HDPE (E) = 17.65'

INV 15"RCP (NE) = 17.16'

INV 15"RCP (W) = 17.12'

DRAIN MANHOLE

TOP = 22.62'

INV 6"PVC (E) = 16.41'

INV 15"RCP (NW) = 16.10'

INV 18"RCP (S) = 16.08'

DRAIN INLET

TOP = 22.06'

INV 12"PVC (N) = 17.81'

INV 15"RCP (NW) = 16.16'

INV 15"RCP (SE) = 16.11'

DRAIN INLET

TOP = 24.02'

INV 10"PVC (SE) = 20.57'

INV 15"RCP (SE) = 18.35'

DRAIN INLET

UNDER LIFT

TOP = 23.29'

OIL / WATER SEPARATOR

TOP = 21.30'

INVERT = 14.2'

SQUARE BEEHIVE

DRAIN INLET

TOP = 22.34'

DRAIN INLET

TOP = 22.48'

INV 4"PVC (E) = 20.19'

INV 8"PVC (W) = 19.73'

INV 8"PVC (N) = 18.98'

DRAIN INLET

TOP = 22.38'

DRAIN INLET

TOP = 23.62'

INV 8"PVC (W) = 19.96'

INV 4"PVC (S) = 19.92'

DRAIN INLET

TOP = 23.44'

INV 8"PVC (N) = 17.34'

INV 8"PVC (W) = 16.66'

DRAIN INLET

TOP = 19.82'

INV 8"STEEL (S) = 17.64'

INV 3"PVC (E) = 17.81'

6"C.O.

C.O.

6"C.O.

C.O.

6"C.O.

C.O.

D.C.O.

4"C.O.

6"C.O.

4"C.O.

6"C.O.

4"C.O.

6"C.O.

4"C.O.

E85

1" = 100 US Feet

0 100 200

VAMC BILOXI, MS

STORM SEWER

STORM SEWER PIPE

STORM SEWER LEGEND

ROOF DRAIN CLEANOUT

ROOF DRAIN DOWNSPOUT

FLARED END SECTION

STORM SEWER INLET

STORM SEWER MANHOLE

C.O.

DITCH

SIGN

TREE

FENCE LINE

TOPOGRAPHIC LEGEND

PARK BENCH

PICNIC TABLE

FIRE EXTINGUISHER

MONITORING WELL

BOLLARD

TRASH RECEPTACLE

FLAG POLE

BUILDING SCHEDULE

1 MAIN HOSPITAL

2 EXTENDED CARE BUILDING

3 OUTPATIENT CLINIC

5 SLEEP LAB

6 DIRECTORS QUARTERS

7 DUPLEX STAFF QUARTERS

8 DUPLEX FMS/R.E. OFFICE

9 WAREHOUSE

10 ENGINEERING OFFICE

12 GATEHOUSE

14 BLIND REHAB

15 COMMUNITY LIVING CENTER

16 ENGINEERING SHOPS

17 RECREATION HALL AND POLICE

18 CREDIT UNION

19 MENTAL HEALTH

21 KITCHEN AND CANTEEN DINING

25 MENTAL HEALTH BUILDING

26 WAREHOUSE

27 MECH. SHOP & COVERED CANOPY

28 PARKING GARAGE

32 MECHANIC SHOP

44 P. M. SHOP

45 PAINT AND LOCK SHOP

50 PLUMB./YARD SHOP & ENG STORAGE

51 FMS ADMIN OFFICE

52 MAS/AM&M WAREHOUSE

53 ADMINISTRATION BUILDING

56 BAIT HOUSE

57 CANTEEN RETAIL

86 SIGN SHOP & ENG. STORAGE

88 ENGINEERING STORAGE

T-102

(TEMP) ADMIN OFFICES

T-104

(TEMP) SUDP & PTSD CLINIC

T-105

(TEMP) SUDP & PTSD CLINIC

29 PHYSICAL THERAPY & REHABILITATION

30 MAIN CLINIC BUILDING

31 LAUNDRY

DESIGN FLOW DIRECTION

1011 N CAUSEWAY BLVD., SUITE 19

MANDEVILLE, LA 70471

PHONE: 985.624.5001

EMAIL: info@pi-aec.com

PRINCIPAL ENGINEERING

STORM SEWER

EXISTING

02/21/2020

AutoCAD SHX Text D

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Service Engineer

AutoCAD SHX Text Approved: Service Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Building Number

AutoCAD SHX Text Location

AutoCAD SHX Text Date

AutoCAD SHX Text Project No.

AutoCAD SHX Text Dwg.

AutoCAD SHX Text Of

AutoCAD SHX Text Checked

AutoCAD SHX Text Drawn

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text Office of Facilities

AutoCAD SHX Text Department of

AutoCAD SHX Text Veterans Affairs

AutoCAD SHX Text

VA FORM 08-6231, DEC 1989

AutoCAD SHX Text one-eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one-quarter inch = one foot

AutoCAD SHX Text three-eighths inch = one foot

AutoCAD SHX Text one-half inch = one foot

AutoCAD SHX Text three-quarters inch = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text one and one-half inches = one foot

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text F

AutoCAD SHX Text D

AutoCAD SHX Text

Sheets and Views

1916-MS-Titlesheet-COVER (1)

1168-17-EX-Existing Utilities-Overall Water (2)

1168-17-EX-Existing Utilities-Overall Chiller Water (3)

1168-17-EX-Existing Utilities-Overall Storm Sewer (4)

1168-17-EX-Existing Utilities-Overall Sanitary Sewer (5)

1916-PL-Plan-Overall Map (6)

1916-PL-Plan-Key Map (7)

1916-PL-Plan-Map 1 (8)

1916-PL-Plan-Map 2 (9)

1916-PL-Plan-Map 3 (10)

1916-PL-Plan-Map 4 (11)

1916-PL-Plan-Map 5 (12)

1916-PL-Plan-Map 6 (13)

1916-PL-Plan-Map 7 (14)

1916-PL-Plan-Details (15)

1916-PL-Plan-Details (16)

1916-PL-Plan-Details (17)

1916-PL-Plan-Details (18)

File details come from the government source that posted it. Updated Aug 9, 2021.