ATTACHMENT 4 - Environmental Drawings.pdf

P roperty D e script ion ( 2008)

J efferson B arrack s H ospital

A tra ct of lan d being p art o f Fra ctio nal S ection 6 in Tow nsh ip 43

N orth, R ange 6 Ea st of the Fift h Pr incip al M eridi an in S t.

Loui s Co unty, M iss ouri and bein g mor e pa rticu larly described as foll ows:

C O

M

MEN

CING

a t a C oncret e Monu ment m arkin g the

N orth west c orner of a tract of la nd des cribe d in a deed to Me hlvill e Sch ool D istrict R-9 as rec orded in De ed B oo k 597 6, Pag e 432 of th e St. Louis

County R ecor ds, s aid point bein g on the south ern line of Je fferson B arracks N ation al C emete ry; t henc e alo ng th e No rther n lin e of the M ehlville Scho ol t ract South degre es 11 min utes 04 se cond s Eas t, a d istan ce of

57.0 5 feet to the north east corn er th ereof; th ence along the Eastern l ine of sa id tr act S outh

05 d egrees 25 m inu tes 0 6 se conds W est, a d istance o f 97.15 feet t o the

PO

IN

T O F

B

EGI

NN

IN

G of the tract h erein d escribed; the nce l eavin g sa id E astern lin e alo ng the So uthern li ne of the Jefferson Barracks

N ati onal Ceme tery the follo wing: the nce S outh 86 degree s 53 minu tes 0

5 se conds East, a distance o f 63

7.69 feet t o a p oint; th ence alon g a c urve to the r ight havi ng a rad ius o f 25

2.50 feet , an arc leng th of 282 .03 f eet, and a ch ord which bea rs S outh 54 d egrees 53 m inu tes 09 s econd s Ea st, a cho rd d istan ce o f 267 .60 feet t o a p oint; th ence Sou th 22 deg rees minutes 1

5 second s East, a dis tanc e of 177.

53 f eet to a poin t; t henc e al ong a cur ve to th e le ft ha ving a radiu s of 239.

00 f eet, an arc l ength of

.57 f eet, and a c hord which b ears

South 42 degr ees 29 m inute s 42 seco nds East, a ch ord d ista nce o f 16

0.40 feet to a poi nt; t hence Sou th 62 deg rees 06 m inutes 05 seco nds East, a di stan ce of

.06 f eet to a poin t; th ence

N orth 33 d egrees

2 mi nutes 05 s econ ds Ea st, a dis tance of 271.6

2 fee t to a po int; thenc e So uth 7

1 deg rees

09 m inute s 38 seco nds East, a distanc e of 189.94 fe et t o a p oint; the nce N orth

21 d egree s 05 m inu tes 07 sec onds

E ast, a d ista nce o f 14

2.82 feet to a poi nt; t henc e Sou th 69 deg rees 00 m inutes 42 sec onds East

, a d ista nce o f 15

0.34 feet to a poi nt; thenc e Sou th 0 9 deg rees 04 m inutes 34 sec onds East, a d ista nce o f 35

8.99 feet t o a p oint; th ence Nort h 80 degr ees 57 m inute s 38 seconds

East , a dista nce of 5

7.61 feet to a poi nt; then ce al ong a cu rve t o th e le ft ha ving a radius of 210.

00 fe et, an arc le ngth of 205.7

9 fe et, and a cho rd w hich b ears

N orth degre es 5 3 min utes 12 s econ ds East, a cho rd d ista nce o f 19

7.65 feet to a poi nt; thenc e N orth 2

4 de grees

48 minut es 4

7 sec onds East, a distance of 3

0.07 feet to a point; thenc e alo ng a curv e to the l eft h avin g a radiu s of 228.00 feet, an a rc length of 6 3.22 feet , and a c hord w hic h be ars N orth

16 d egre es 52 min utes 12 second s Ea st, a cho rd distan ce of 63.02 fe et t o a p oint

; the nce

North 08 degre es 55 m in utes

36 s econ ds E ast, a distan ce o f 63 .07 feet to a poin t; thence al ong a curve to th e rig ht h avin g a r adiu s of

.00 feet, an arc lengt h of

191.98 f eet, and a c hord w hic h be ars N orth degrees 1 4 mi nutes 37 s econds

E ast, a c hord dis tance of

187.58 f eet to a point; t henc e No rth 5 1 de gree s 33 m in utes 39 secon ds E ast, a di stan ce of 81 .63 feet to a poi nt; then ce along a cu rve to t he le ft h avin g a radi us of 195.00 feet , an a rc l engt h of 140.2

3 fe et, and a chor d w hich be ars N orth 30 d egre es 57 minu tes

33 se conds Eas t, a chord dis tance of 1 37.2

3 feet to a po int;

thenc e No rth 1 0 deg rees 21 m inute s 28 seco nds E ast, a distanc e of

176.62 f eet to a point; t hence No rth 8

9 de gree s 51 m inu tes 57 se conds E ast, a distanc e of 18.8

2 fe et to the

Sou thw e st co rner of a tra ct o f land d escribed in a deed to the State of

M iss ouri as r ecorded in Bo ok 2 667, Page3 67 o f the St.

Loui s C ou nty

Records; t hence along the So uther n line of said tra ct No rth 89 de grees 39 m inut es 13 sec onds East

, a distan ce o f 330 .00 f eet to a poin t; th ence North 89 degre es 3 9 m in utes

13s econ ds Ea st, a dis tance of 2 29.00 fee t more or less to t he W e st ba nk o f the

M iss issip pi R iver;

then ce along said W est bank the follo wing m ean ders: Sout h 11 degr ees 4 3 min utes 27 s econd s Wes t, a d istan ce of

95.9 7 feet to a po int;

then ce S outh 09 d egrees 07 m inu tes 33 se cond s W es t, a dist ance of 5 37.5

3 fee t to a po int; then ce S outh 14 d egree s 12 m inu tes 43 se cond s W es t, a dist ance of 5 58.5

3 fee t to a po int;

t hence

S outh 08 de grees 55 m inutes 19 s econd s Wes t, a d istance of

.86 fe et to the

North ern R ight-o f-way of M issour i State H ighway

255; thenc e alo ng sa id Hig hway R ight

-of-w ay the follow ing

: N orth 70 d egrees

7 mi nutes 43 s econ ds We st, a dis tance of 2

50.0 9 feet to a po int; thence No rth 1

0 deg rees 16 m inute s 34 seco nds E ast, a di stanc e of 559.

68 fe et to a p oint;

the nce N orth 69 d egree s 00 minu tes 1 1 seconds

W est, a d ista nce o f 38

0.30 feet to a poin t; th ence Nort h 66 degr ees 2 6 mi nutes 03 s econ ds We st, a dis tance of 1452.

20 fe et t o a p oint;

thence N orth

08 d egree s 27 m inu tes 4

3 se conds

W est, a dista nce of 26

3.31 feet t o a p oint; th ence Sout h 81 degr ees 32 m inute s 18 seconds

West , a dista nce of 12 8.96 feet to the E ast ern line of t he af ores aid Mehlv ille

Sch ool D istrict R -9 t ract ; the nce in a northerly directi on a long said

Eastern l ine a long a c urve to t he r ight havi ng a radi us o f 1149.29 feet, an arc leng th o f 265 .97 feet

, and a c hord whic h be ars N orth 08 degre es 1

8 m in utes secon ds W est, a ch ord distance of 26

5.37 fee t to a po int;

t hence

N orth

01 d egre es 40 min utes 54 s econd s We st, a distance of 260.5 6 fe et to a p oint;

the nce a long a cu rve left havi ng a radi us of 479.10 f eet, an a rc l ength of 229.6

7 fe et, a nd a chor d w h ich b ears N orth 15 d egrees

4 mi nutes 55 s econ ds We st, a chord distanc e of 227.4

8 fe et to a po int; then ce No rth 2 9 deg rees 08 m inute s 54 seco nds W est, a distance of

221.16 feet to a po int;

then ce No rth 3

0 deg rees 16 m inute s 54 s econds

W est, a d istan ce o f 13

4.09 feet to a point;

thenc e al ong a cur ve t o the rig ht ha ving a r adius of 727.6 7 feet, an arc le ngth of 4

53.4 0 fee t, a nd a chord wh ich b ears Nor th 12 deg rees 25 m inutes 55 seconds

W est, a c hord dist ance of 4 46.1

0 fee t to a po int; then ce N orth 05 d egree s 25 minu tes 06 second s East, a distance of 3

34.49 fee t to the

Point of Begin ning and containin g 5,574,2

05 s quare fee t or 127.

966 a cres m ore or l es s.

A stan da rd Disk stamped "Y 58 19

4" loc ated 1.5 miles S outh of

J effers on B arracks, 1.5 m iles S ou th alo ng the

Misso uri P acific R a ilroa d f rom t he sta tion at Jef ferso n Barracks, S

t. L ouis C ounty , 0.2 miles

N orth o f the s mokest ack of Koch H o spital, 0.2 m iles S outh of River

B eacon

672, 5 feet N orth of M ilepost 11, set in a l ight stru ct ure s et a t t he to p of a con crete culve rt in the top o f the E ast headw a ll, and 9 fe et

E ast o f the centerline o f the E ast T ra ck.

A set

"l" c ut in the S outhw est c orner of th e bottom step o f stai rs lo cated a t the S outh we st Cor ner of

Building No.

25 of Jeffers on Bar racks.

ELE

V.=525.3

SITE BE

NCH

MA

RK

U.S.G.S. B

ENC

HM

AR

K

DESIGN TEAM

MECHANICAL

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

PHONE: (206) 590-2118

SIGNATURE LINE

COR

RCDD

WSP

211 N BROADWAY, #2800

ST. LOUIS, MO 63102

PHONE: (615) 571-8922

ARCHITECTURAL

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

PHONE: (206) 590-2118

PROJECT INFORMATION

STATE:

COUNTY:

JURISDICTION:

OWNER:

CODE ANALYSIS

PROJECT DESCRIPTION

THE PROPOSED DESIGN SHALL IMPROVE,

RECONFIGURE, EXPAND AND RENOVATE

EXISTING SPACES FOR NEW

TELECOMMUNICATION ROOMS.

APPLICABLE BUILDING

BUILDING 56

ICRA CLASS REQUIREMENTS

REQUIREMENTS DEPENDENT ON

EACH INDIVIDUAL ROOM LOCATION.

MISSOURI

ST. LOUIS

FEDERAL

DEPARTMENT OF VETERANS

AFFAIRS

ELECTRICAL & ICT

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

PHONE: (206) 431-2300

GENERAL NOTES

1. COORDINATE WORK WITH ALL CONTRACT DOCUMENTS, INCLUDING BUT NOT LIMITED TO DRAWINGS &

SPECIFICATIONS.

2. SPECIFICATIONS SHALL SUPERSEDE DRAWINGS IN THE CASE OF ANY CONFLICTING INFORMATION.

BRING TO THE AWARENESS OF AND VERIFY WITH VA COR PRIOR TO PROCEEDING.

3. THE CONTRACTOR AND ANY SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND PROJECT REQUIREMENTS PRIOR TO SUBMITTING A BID OR BEGINNING WORK. NO ALLOWANCES WILL BE MADE ON BEHALF OF THE CONTRACTOR OR SUB-CONTRACTORS FOR FAILURE

TO VISIT THE SITE.

4. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS BEFORE BEGINNING WORK. ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND THE CONTRACT DOCUMENTS SHALL BE BROUGHT

IMMEDIATELY TO THE ATTENTION OF THE COR.

5. ALL WORK SHALL BE PERFORMED WITH A HIGH-LEVEL OF WORKMANSHIP.

6. THE CONTRACTOR SHALL VERIFY ALL PRODUCT TYPES AND QUANTITIES DURING SITE WALK

THROUGH, PRIOR TO PURCHASING ANY MATERIALS, EQUIPMENT, PRODUCTS OR LABOR.

7. THE CONTRACTOR SHALL VERIFY AND COORDINATE WITH ALL INSTALLERS TO ENSURE COMPLIANCE

WITH THE CONTRACT DOCUMENTS.

BLDG. 56

BUILDINGS WITHIN THE SCOPE OF THIS PROJECT

ST. LOUIS VA MEDICAL CENTER - JEFFERSON BARRACKS,

JEFFERSON BARRACKS DR, ST. LOUIS, MO

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

VETERANS

HEALTH

ADMINISTRATION

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

ENGINEERING DISCIPLINE:

SPEES DESIGN BUILD

23830 PACIFIC HIGHWAY S. SUITE 203

KENT, WA 98032

/3

/2

:2

:0

A

M

B

IM

/6

-2

-7

J B

V A

M O

J B

E H

R M

I U

D a ta

C e n te r/ V

A J B

D C

S

IT

E

C

I_ S

D B

.r v t

G-001

COVER PAGE

LT DS

100% CONSTRUCTION

DOCUMENTS

06/05/2024

657-21-709JBSTL JB DATA CENTER EHRM

INFRASTRUCTURE UPGRADES

JEFFERSON BARRACKS, MO

ST. LOUIS, MO 63125

EHRM INFRASTRUCTURE UPGRADES

ST. LOUIS VA MEDICAL CENTER - JEFFERSON BARRACKS, JEFFERSON BARRACKS DR, ST. LOUIS, MO

PROJECT #: 657-21-709JB

1" = 160'-0"

SITE PLAN

TRUE

NORTH

NTS

LOCATION MAP

TRUE

NORTH

Revisions: Date:

5/10/24 05/14/2024

STRUCTURAL

WSP

211 N BROADWAY, #2800

ST. LOUIS, MO 63102

PHONE: (615) 571-8922

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

INDUSTRIAL HYGIENIST:

STL JB DATA CENTER EHRM

INFRASTRUCTURE

UPGRADES

ST. LOUIS VA MEDICAL CENTER - JEFFERSON BARRACKS,

MO

657-21-709JB

SPEES DESIGN BUILD

625 1ST AVE, STE 301

SEATTLE, WA 98104

(206) 590-2118

RAY SPEES

FULLY

SPRINKLERED

VETERANS

HEALTH

ADMINISTRATION

1RSH

11140 S. TOWNE SQ. STE. 100

ST LOUIS, MO. 63123

(314) 917-0148 HA100

BUILDING 1 - ROOM GC11

ABATEMENT

JR CD

100% CONSTRUCTION

DOCUMENTS

05/14/2024 Revisions: Date:

KEY NOTES

ASBESTOS CONTAINING FLOOR TILE AND/OR UNDERLYING ASBESTOS BLACK

MASTIC PRESENT. FLOOR TILE IS DAMAGED IN MULTIPLE LOCATIONS

THROUGHOUT ROOM. DO NOT DISTURB, PROTECT AS NECESSARY. ANY

WORK LIKELY TO IMPACT FLOORING MUST BE PERFORMED BY A LICENSED

ABATEMENT CONTRACTOR.

ASBESTOS PIPE INSULATION PRESENT THROUGHOUT, PROTECT AS

NECESSARY. THIS PIPE INSULATION MAY BE DAMAGED IN AREAS WITHIN

ROOM GC11. ANY WORK LIKELY TO DISTURB OR OTHERWISE IMPACT PIPE

INSULATION MUST BE PERFORMED BY A LICENSED ABATEMENT

CONTRACTOR.

ASBESTOS CONTAINING EXTERIOR SURFACING (STUCCO) PRESENT UNDER

NEW EFIS LAYER. DO NOT DISTURB, PROTECT AS NECESSARY. ANY WORK

LIKELY TO PENETRATE EXTERIOR WALLS MUST BE PERFORMED BY A

LICENSED ABATEMENT CONTRACTOR. USE OF EXISTING PATHWAYS

THROUGH EXTERIOR WALL IS SUGGESTED.

LEAD BASED PAINT (LBP) ON CONCRETE COLUMNS. DO NOT DISTURB,

PROTECT AS NECESSARY. ANY WORK LIKELY TO IMPACT LEAD PAINTED

BUILDING MATERIALS MUST BE PERFORMED BY A LICENSED ABATEMENT

CONTRACTOR. USE OF EXISTING ANCHOR POINTS IS SUGGESTED.

LBP ON UPPER PLASTER WALLS. DO NOT DISTURB, PROTECT AS

NECESSARY. ANY WORK LIKELY TO IMPACT LEAD PAINTED BUILDING

MATERIALS MUST BE PERFORMED BY A LICENSED ABATEMENT

CONTRACTOR. USE OF EXISTING ANCHOR POINTS IS SUGGESTED.

LBP ON PLASTER CEILING AND BEAMS AND UPPER WALLS INTERMITTENTLY,

GRAY OVER GREEN. DO NOT DISTURB, PROTECT AS NECESSARY. ANY

WORK LIKELY TO IMPACT LEAD PAINTED BUILDING MATERIALS MUST BE

PERFORMED BY A LICENSED ABATEMENT CONTRACTOR. USE OF EXISTING

ANCHOR POINTS IS SUGGESTED.

A1

NOT TO SCALE

BUILDING 01 - ROOM GC11

A2

A3

A2

L1

L2

L3

A3

A2 A1

L2 L1 L3

A2 A1

VISUAL KEY

AREA OF KNOWN DAMAGED PIPE INSULATION AND FLOOR TILE

ADDITIONAL ENVIRONMENTAL NOTES

FIELD INSPECTION WAS CONSTRAINED SOLELY TO AREAS WITHIN BUILDING

56, BUILDING 56 GENERATOR HOUSE, AND ROOM GC11 IN BUILDING 1. ANY

WORK OUTSIDE OF THESE AREAS IN OTHER ROOMS AND/OR BUILDINGS,

AND IN DUCT BANKS OR OTHER EXISTING PATHWAYS MAY DISTURB

UNKNOWN ENVIRONMENTAL HAZARDS.

AutoCAD SHX Text

GC11