03Drawings Civil_Part1.pdf

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JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

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Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL / MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

MO REG. NO. 2014031351

EXP. 12/31/2020

AC ACRES

ASPH ASPHALT

B-B BACK TO BACK

BIT BITUMINOUS

BLDG BUILDING

BLVD BOULEVARD

BC BACK OF CURB

BRK BRICK

BW BOTTOM OF WALL

C&G CURB AND GUTTER

CL CENTERLINE

CONC CONCRETE

CY CUBIC YARD

Δ DELTA ANGLE

DC DEPRESSED CURB

DIA DIAMETER

DRV DRIVEWAY

E-E EDGE TO EDGE

EL ELEVATION

EP EDGE OF PAVEMENT

EX EXISTING

FDN FOUNDATION

FF FINISH FLOOR

FL FLOWLINE

FS FINISH SURFACE

GRVL GRAVEL

GUT GUTTER

L LENGTH

LF LINEAL/LINEAR FEET

LS LIGHT STANDARD

PCC PORTLAND CEMENT CONCRETE

PR PROPOSED

PVMT PAVEMENT

R RADIUS

RD ROAD

RL REFERENCE LINE

RR RAILROAD

SF SQUARE FEET

SHLD SHOULDER

ST STREET

STD STANDARD

SW SIDEWALK

SY SQUARE YARD

TC TOP OF CURB

TEMP TEMPORARY

TW TOP OF WALL

UG UNDERGROUND

A/C ACCESS CONTROL

BM BENCHMARK

BSL BUILDING SETBACK LINE

PL PROPERTY LINE

POB POINT OF BEGINNING

POC POINT OF COMMENCING

ROW RIGHT OF WAY

SEC SECTION

UE UTILITY EASEMENT

ARCP ARCH DIA EQUIVALENT REINFORCED CONCRETE PIPE

CMP CORRUGATED METAL PIPE

CPE CORRUGATED POLYETHYLENE PIPE

CPP CORRUGATED PLASTIC PIPE

CPVC CORRUGATED POLYVINYL CHLORIDE PIPE

DIP DUCTILE IRON PIPE

ERCP ELLIPTICAL REINFORCED CONCRETE PIPE

HDPE HIGH DENSITY POLYETHYLENE PIPE

INV INVERT

PCCP PRESTRESSED CONCRETE CYLINDER PIPE

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

VCP VITRIFIED CLAY PIPE

CO CLEANOUT

FES FLARED END SECTION

FH FIRE HYDRANT

MH MANHOLE

SAN SANITARY

STM STORM

UTIL UTILITY

WM WATER MAIN

E EXTERNAL SECANT

OS OFFSET

PC POINT OF CURVATURE

PI POINT OF INTERSECTION OF HORIZONTAL CURVE

PRC POINT OF REVERSE CURVATURE

PT POINT OF TANGENCY

STA STATION

T EXTERNAL TANGENT

VC VERTICAL CURVE

VPC VERTICAL POINT OF CURVATURE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENCY

XSEC CROSS SECTION

ABBREVIATIONS SURVEY

UTILITIES

PIPES

ALIGNMENT / PROFILE / X-SECTION

HANDHOLE

POWER POLE

STORM MANHOLE

HYDRANT

WATER VALVE

GAS VALVE

STORM INLET

LIGHT POLE

SIGN

STORM DOUBLE INLET

SPOT ELEVATION

MEASURED DIMENSION

RECORDED DIMENSION

CABLE TV PEDESTAL

ELECTRIC PEDESTAL/TRANSFORMER

TELEPHONE PEDESTAL

TELEPHONE POLE

SOIL BORING HOLE

FLARED END SECTION

SANITARY/STORM CLEANOUT

AIR CONDITIONING UNIT

ELECTRIC MANHOLE

TELEPHONE MANHOLE

UTILITY MANHOLE

SPRINKLER HEAD

CONIFER TREE

DECIDUOUS TREE

TREE STUMP

BUSH/SHRUB

CONTROL POINT

UNKNOWN MANHOLE

WELL

FLAGPOLE

POST/BOLLARD

DOWNSPOUT

GAS METER

BENCHMARK

ELECTRIC METER

WATER METER

GRADE LABEL

POWER POLE W/ LIGHT

POWER POLE W/ METER

DRAINAGE SLOPE

LINE CONTINUATION

SANITARY MANHOLE

STORM INLET

SPRINKLER BOX

WATER SERVICE

PROPOSED EXISTING

ADA STALL

SYMBOL LEGEND

SURVEY BOUNDARY

SECTION LINE

EASEMENT LINE

CHAIN LINK FENCE

OVERHEAD ELECTRIC

GAS LINE

UNDERGROUND ELECTRIC

GUARD RAIL

TELEPHONE LINE

FIBER OPTIC CABLE

EDGE OF WATER LINE/DITCH FLOWLINE

R.O.W. LINE

TREE LINE

HISTORICAL LINE - AS NOTED

WIRE FENCE

PROPERTY LINE

FORCE MAIN

SANITARY SEWER

STORM SEWER

PIPE UNDERDRAIN

WATER LINE

TRACKS

SETBACK LINE

TELEVISION LINE

UTILITY LINE

CONTOUR

CENTERLINE

FLOOD PLAIN

FLOODWAY

WOOD FENCE

SILT FENCE

CONSTRUCTION LIMITS

TOPOGRAPHIC FEATURE AS NOTED

LINETYPES

CHILLED WATER SUPPLY

1. TOPOGRAPHIC SURVEY PROVIDED BY THE VA AND HAS NOT BEEN VERIFIED BY IMEG.

2. CONTOURS HAVE BEEN GENERATED FROM SURVEYED TOPO SHOTS AND ARE

SHOWN FOR REFERENCE ONLY. CONTRACTOR TO FIELD VERIFY ALL TOPOGRAPHY

PRIOR TO CONSTRUCTION AND NOTIFY OWNER AND ENGINEER OF DISCREPANCIES.

3. ALL UTILITY INFORMATION SHOWN HEREON SHOWN FROM SURVEY AND RECORD

PLANS PROVIDED BY THE CLIENT AND THEIR LOCATION AND SIZE SHOULD BE

CONSIDERED AS APPROXIMATE ONLY.

4. IT IS NOT WARRANTED THAT THIS PLAT CONTAINS COMPLETE INFORMATION

REGARDING EASEMENTS, RESERVATIONS, RESTRICTIONS, RIGHTS-OF-WAY, BUILDING

LINES, AND OTHER ENCUMBRANCES. FOR COMPLETE INFORMATION, A TITLE

OPINION OR COMMITMENT FOR TITLE INSURANCE SHOULD BE OBTAINED.

5. ALL WATER DISTRIBUTION LINES, VALVES, AND HYDRANT NUMBERS SHOWN FROM

PLAN TITLED "WATER DISTRIBUTION" DATED 5/22/90 PROVIDED BY THE CLIENT.

6. ALL STEAM DISTRIBUTION MANHOLES, LINES AND VALVES MUMBERS SHOWN FROM

PLAN TITLED "STEAM DISTRIBUTION" DATED 1/6/87 PROVIDED BY THE CLIENT.

7. ALL BURIED GAS LINE INFORMATION SHOWN FROM PLAN TITLED "AS BUILT GAS

DISTRIBUTION" DATED 12/27/79 PROVIDED BY THE CLIENT.

8. ALL CHILLED WATER LINE INFORMATION SHOWN FROM PLAN TITLED "CHILLED

WATER VALVE DISTRIBUTION" WITHOUT A DATE PROVIDED BY THE CLIENT.

9. THIS SURVEY HAS BEEN PERFORMED WITHOUT THE BENEFIT OF A CURRENT TITLE

POLICY.

SURVEY AND TOPOGRAPHY NOTES

GEOTECHNICAL NOTES

1. GEOTECHNICAL BORING LOCATIONS ARE APPROXIMATE SHOWN FOR REFERENCE ONLY.

REFERENCE GEOTECHNICAL REPORT FOR EXACT LOCATIONS AND INFORMATION.

A STANDARD DISK STAMPED "Y 58 1934" LOCATED 1.5 MILES SOUTH OF JEFFERSON

BARRACKS, 1.5 MILES SOUTH ALONG THE MISSOURI PACIFIC RAILROAD FROM THE

STATION AT JEFFERSON BARRACKS, ST. LOUIS COUNTY, 0.2 MILES NORTH OF THE

SMOKESTACK OF KOCH HOSPITAL, 0.2 MILES SOUTH OF RIVER BEACON 672, 275 FEET

NORTH OF MILEPOST 11, SET IN A LIGHT STRUCTURE SET AT THE TOP OF A CONCRETE

CULVERT IN THE TOP OF THE EAST HEADWALL, AND 9 FEET EAST OF THE CENTERLINE OF

THE EAST TRACK.

A SET "L" CUT IN THE SOUTHWEST CORNER OF THE BOTTOM STEP OF STAIRS LOCATED AT

THE SOUTHWEST CORNER OF BUILDING NO. 25 OF JEFFERSON BARRACKS. ELEV.=525.34

JEFFERSON BARRACKS HOSPITAL

A TRACT OF LAND BEING PART OF FRACTIONAL SECTION 6 IN TOWNSHIP 43 NORTH,

RANGE 6 EAST OF THE FIFTH PRINCIPAL MERIDIAN IN ST. LOUIS COUNTY, MISSOURI AND

BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:

COMMENCING AT A CONCRETE MONUMENT MARKING THE NORTHWEST CORNER OF A

TRACT OF LAND DESCRIBED IN A DEED TO MEHLVILLE SCHOOL DISTRICT R-9 AS

RECORDED IN DEED BOOK 5976, PAGE 432 OF THE ST. LOUIS COUNTY RECORDS, SAID

POINT BEING ON THE SOUTHERN LINE OF JEFFERSON BARRACKS NATIONAL CEMETERY;

THENCE ALONG THE NORTHERN LINE OF THE MEHLVILLE SCHOOL TRACT SOUTH 89

DEGREES 11 MINUTES 04 SECONDS EAST, A DISTANCE OF 757.05 FEET TO THE

NORTHEAST CORNER THEREOF; THENCE ALONG THE EASTERN LINE OF SAID TRACT

SOUTH 05 DEGREES 25 MINUTES 06 SECONDS WEST, A DISTANCE OF 97.15 FEET TO THE

POINT OF BEGINNING OF THE TRACT HEREIN DESCRIBED; THENCE LEAVING SAID EASTERN

LINE ALONG THE SOUTHERN LINE OF THE JEFFERSON BARRACKS NATIONAL CEMETERY

THE FOLLOWING: THENCE SOUTH 86 DEGREES 53 MINUTES 05 SECONDS EAST, A

DISTANCE OF 637.69 FEET TO A POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A

RADIUS OF 252.50 FEET, AN ARC LENGTH OF 282.03 FEET, AND A CHORD WHICH BEARS

SOUTH 54 DEGREES 53 MINUTES 09 SECONDS EAST, A CHORD DISTANCE OF 267.60 FEET

TO A POINT; THENCE SOUTH 22 DEGREES 53 MINUTES 15 SECONDS EAST, A DISTANCE OF

177.53 FEET TO A POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF

239.00 FEET, AN ARC LENGTH OF 163.57 FEET, AND A CHORD WHICH BEARS SOUTH 42

DEGREES 29 MINUTES 42 SECONDS EAST, A CHORD DISTANCE OF 160.40 FEET TO A

POINT; THENCE SOUTH 62 DEGREES 06 MINUTES 05 SECONDS EAST, A DISTANCE OF

280.06 FEET TO A POINT; THENCE NORTH 33 DEGREES 12 MINUTES 05 SECONDS EAST, A

DISTANCE OF 271.62 FEET TO A POINT; THENCE SOUTH 71 DEGREES 09 MINUTES 38

SECONDS EAST, A DISTANCE OF 189.94 FEET TO A POINT; THENCE NORTH 21 DEGREES 05

MINUTES 07 SECONDS EAST, A DISTANCE OF 142.82 FEET TO A POINT; THENCE SOUTH 69

DEGREES 00 MINUTES 42 SECONDS EAST, A DISTANCE OF 150.34 FEET TO A POINT;

THENCE SOUTH 09 DEGREES 04 MINUTES 34 SECONDS EAST, A DISTANCE OF 358.99 FEET

TO A POINT; THENCE NORTH 80 DEGREES 57 MINUTES 38 SECONDS EAST, A DISTANCE OF

57.61 FEET TO A POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF

210.00 FEET, AN ARC LENGTH OF 205.79 FEET, AND A CHORD WHICH BEARS NORTH 52

DEGREES 53 MINUTES 12 SECONDS EAST, A CHORD DISTANCE OF 197.65 FEET TO A

POINT; THENCE NORTH 24 DEGREES 48 MINUTES 47 SECONDS EAST, A DISTANCE OF 30.07

FEET TO A POINT; THENCE ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 228.00

FEET, AN ARC LENGTH OF 63.22 FEET, AND A CHORD WHICH BEARS NORTH 16 DEGREES

52 MINUTES 12 SECONDS EAST, A CHORD DISTANCE OF 63.02 FEET TO A POINT; THENCE

NORTH 08 DEGREES 55 MINUTES 36 SECONDS EAST, A DISTANCE OF 63.07 FEET TO A

POINT; THENCE ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 258.00 FEET, AN ARC

LENGTH OF 191.98 FEET, AND A CHORD WHICH BEARS NORTH 30 DEGREES 14 MINUTES

37 SECONDS EAST, A CHORD DISTANCE OF 187.58 FEET TO A POINT; THENCE NORTH 51

DEGREES 33 MINUTES 39 SECONDS EAST, A DISTANCE OF 81.63 FEET TO A POINT; THENCE

ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 195.00 FEET, AN ARC LENGTH OF

140.23 FEET, AND A CHORD WHICH BEARS NORTH 30 DEGREES 57 MINUTES 33 SECONDS

EAST, A CHORD DISTANCE OF 137.23 FEET TO A POINT; THENCE NORTH 10 DEGREES 21

MINUTES 28 SECONDS EAST, A DISTANCE OF 176.62 FEET TO A POINT; THENCE NORTH 89

DEGREES 51 MINUTES 57 SECONDS EAST, A DISTANCE OF 18.82 FEET TO THE SOUTHWEST

CORNER OF A TRACT OF LAND DESCRIBED IN A DEED TO THE STATE OF MISSOURI AS

RECORDED IN BOOK 2667, PAGE 367 OF THE ST. LOUIS COUNTY RECORDS; THENCE

ALONG THE SOUTHERN LINE OF SAID TRACT NORTH 89 DEGREES 39 MINUTES 13

SECONDS EAST, A DISTANCE OF 330.00 FEET TO A POINT; THENCE NORTH 89 DEGREES 39

MINUTES 13 SECONDS EAST, A DISTANCE OF 229.00 FEET MORE OR LESS TO THE WEST

BANK OF THE MISSISSIPPI RIVER; THENCE ALONG SAID WEST BANK THE FOLLOWING

MEANDERS: SOUTH 11 DEGREES 43 MINUTES 27 SECONDS WEST, A DISTANCE OF 295.97

FEET TO A POINT; THENCE SOUTH 09 DEGREES 07 MINUTES 33 SECONDS WEST, A

DISTANCE OF 537.53 FEET TO A POINT; THENCE SOUTH 14 DEGREES 12 MINUTES 43

SECONDS WEST, A DISTANCE OF 558.53 FEET TO A POINT; THENCE SOUTH 08 DEGREES 55

MINUTES 19 SECONDS WEST, A DISTANCE OF 2149.86 FEET TO THE NORTHERN

RIGHT-OF-WAY OF MISSOURI STATE HIGHWAY 255; THENCE ALONG SAID HIGHWAY

RIGHT-OF-WAY THE FOLLOWING: NORTH 70 DEGREES 57 MINUTES 43 SECONDS WEST, A

DISTANCE OF 250.09 FEET TO A POINT; THENCE NORTH 10 DEGREES 16 MINUTES 34

SECONDS EAST, A DISTANCE OF 559.68 FEET TO A POINT; THENCE NORTH 69 DEGREES 00

MINUTES 11 SECONDS WEST, A DISTANCE OF 380.30 FEET TO A POINT; THENCE NORTH 66

DEGREES 26 MINUTES 03 SECONDS WEST, A DISTANCE OF 1452.20 FEET TO A POINT;

THENCE NORTH 08 DEGREES 27 MINUTES 43 SECONDS WEST, A DISTANCE OF 263.31 FEET

TO A POINT; THENCE SOUTH 81 DEGREES 32 MINUTES 18 SECONDS WEST, A DISTANCE OF

128.96 FEET TO THE EASTERN LINE OF THE AFORESAID MEHLVILLE SCHOOL DISTRICT R-9

TRACT; THENCE IN A NORTHERLY DIRECTION ALONG SAID EASTERN LINE ALONG A CURVE

TO THE RIGHT HAVING A RADIUS OF 1149.29 FEET, AN ARC LENGTH OF 265.97 FEET, AND A

CHORD WHICH BEARS NORTH 08 DEGREES 18 MINUTES 41 SECONDS WEST, A CHORD

DISTANCE OF 265.37 FEET TO A POINT; THENCE NORTH 01 DEGREES 40 MINUTES 54

SECONDS WEST, A DISTANCE OF 260.56 FEET TO A POINT; THENCE ALONG A CURVE LEFT

HAVING A RADIUS OF 479.10 FEET, AN ARC LENGTH OF 229.67 FEET, AND A CHORD WHICH

BEARS NORTH 15 DEGREES 24 MINUTES 55 SECONDS WEST, A CHORD DISTANCE OF

227.48 FEET TO A POINT; THENCE NORTH 29 DEGREES 08 MINUTES 54 SECONDS WEST, A

DISTANCE OF 221.16 FEET TO A POINT; THENCE NORTH 30 DEGREES 16 MINUTES 54

SECONDS WEST, A DISTANCE OF 134.09 FEET TO A POINT; THENCE ALONG A CURVE TO

THE RIGHT HAVING A RADIUS OF 727.67 FEET, AN ARC LENGTH OF 453.40 FEET, AND A

CHORD WHICH BEARS NORTH 12 DEGREES 25 MINUTES 55 SECONDS WEST, A CHORD

DISTANCE OF 446.10 FEET TO A POINT; THENCE NORTH 05 DEGREES 25 MINUTES 06

SECONDS EAST, A DISTANCE OF 334.49 FEET TO THE POINT OF BEGINNING AND

CONTAINING 5,574,205 SQUARE FEET OR 127.966 ACRES MORE OR LESS.

U.S.G.S. BENCHMARK

SITE BENCHMARK

PROPERTY DESCRIPTION

TOPOGRAPHIC SURVEY

23-CS-100

BWH

CEM

BID DOCUMENTS

01/22/2021

657-19-128JB

9 96

TOPOGRAPHIC SURVEY

FU

LL

Y

SP

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IN

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Charles E. Mobley License No. PE-2001004640 My license renewal date is December 31, 2020 Date: 01/22/2021

CHARLES E.

MOBLEY

NUMBER

PE-2001004640

ST

AT

E OF MISSOURI

PRO

FESS I ONAL ENGIN

EE

R

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AM 23

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL / MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

MO REG. NO. 2014031351

EXP. 12/31/2020

BUILDING REMOVAL

CONCRETE REMOVAL

LANDSCAPE/GRASS REMOVAL

REMOVAL HATCH LEGEND

1. ALL TREES THAT ARE NOT NOTED TO BE REMOVED (TBR) AND LOCATED OUTSIDE AND ADJACENT TO THE DISTURBED AREAS (AS INDICATED ON DEMO PLAN) SHALL REMAIN AND BE PROTECTED.

SEE DRAWINGS AND SPECIFICATIONS FOR TREE PROTECTION DETAILS.

2. DEMOLITION INCLUDES ALL MATERIAL WITHIN THE LIMITS OF CONSTRUCTION LINE SHOWN ON

PLANS, UNLESS OTHERWISE NOTED ON SHEET.

3. CONTRACTOR IS RESPONSIBLE TO FIELD LOCATE ALL EXISTING UNDERGROUND UTILITIES AND/OR IRRIGATION SYSTEMS ADJACENT TO THE PROPERTY PRIOR TO ANY DIGGING OR EARTH MOVING.

4. THE CONTRACTOR SHALL STAY WITHIN THE LIMITS OF DISTURBANCE AS SHOWN ON THE PLANS

AND MINIMIZE DISTURBANCE WITHIN THE WORK AREA WHEREVER POSSIBLE.

5. THE CONTRACTOR SHALL COORDINATE WITH OWNER AND UTILITY SERVICE PROVIDERS THE

DISCONNECTION AND REMOVAL OF ALL UTILITY SERVICES TO THE EXISTING STRUCTURES SHOWN

TO BE DEMOLISHED.

6. CONTRACTOR SHALL CONVERT ALL DOWNSPOUTS CONNECTED TO RELOCATED SANITARY SEWER

TO DRAIN AT GRADE LEVEL.

DEMOLITION NOTES

DEMOLITION PLAN

23-CD-101

BWH

CEM

BID DOCUMENTS

01/22/2021

657-19-128JB

10 96

DEMOLITION PLAN

FU

LL

Y

SP

R

IN

K

LE

R

ED

Charles E. Mobley License No. PE-2001004640 My license renewal date is December 31, 2020 Date: 01/22/2021

CHARLES E.

MOBLEY

NUMBER

PE-2001004640

ST

AT

E OF MISSOURI

PRO

FESS I ONAL ENGIN

EE

B

B

C

C

1/

/2

8:

:1

AM 23

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL / MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

MO REG. NO. 2014031351

EXP. 12/31/2020

4" AGGREGATE BASE (98% STD. DENSITY)

4" PCC

COMPACTED SUBGRADE

(95% STD. DENSITY)

GEOTECH FABRIC FOR

GROUND STABILIZATION

MIRAFI 500X OR EQUAL

(NOT TO SCALE)

PCC SIDEWALK DETAIL

PROPOSED BUILDING

PROPOSED CONCRETE

PROPOSED LANDSCAPE/GRASS

HATCH LEGEND

1. ALL IMPROVEMENTS SHOWN ON THESE ENGINEERING PLANS SHALL COMPLY WITH THE VETERANS ADMINISTRATION DESIGN AND SPECIFICATIONS, LATEST EDITION, AND THE STANDARDS OF THE

MISSOURI DEPARTMENT OF NATURAL RESOURCES, LATEST EDITION.

2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE

SURVEYS, RECORDS, AND FIELD INVESTIGATION. THEIR LOCATIONS MUST BE CONSIDERED

APPROXIMATE ONLY. IT IS POSSIBLE THERE MAY BE OTHERS, THE EXISTENCE OF WHICH

PRESENTLY NOT KNOWN OR SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE

THEIR EXISTENCE AND EXACT LOCATION AND TO AVOID DAMAGE THERETO.

3. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE PROPERLY DISPOSED OF

OFF-SITE UNLESS NOTED.

4. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE EXISTING IMPROVEMENTS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE.

5. PORTLAND CEMENT CONCRETE. CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES.

COMPRESSING STRENGTH SHALL BE 4000PSI IN 14 DAYS, AIR ENTRAINMENT SHALL BE BETWEEN 5

% AND 8% AND SLUMP SHALL BE 4 INCHES OR LESS ALL AS MEASURED BY THE APPROPRIATE

ASTM METHODS. REINFORCING STEEL SHALL BE ASTM CERTIFIED 60KSI TENSILE STRENGTH.

REINFORCING STEEL SHALL BE #4 SIZE UNLESS OTHERWISE SPECIFIED. HANDRAILS, BOLLARDS, AND OTHER APPURTENANCES SHALL BE INSTALLED PER PLAN AND MEET JURISDICTIONAL

REQUIREMENTS.

6. CLEANUP AND FINAL INSPECTION. WORK BROKEN OR DAMAGED BY CONTRACTOR ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. ALL WASTE MATERIAL, CONCRETE

WASHOUT, LANDSCAPE WASTE AND BUILDING MATERIAL SHALL BE REMOVED. SOIL SHALL BE

REMOVED FROM PAVED AREAS AND THE PROJECT SHALL BE LEFT IN A CLEAN AND WORKMANLIKE

MANNER.

SITE DETAIL

SCALE 1" = 5'

SECTION C-C THROUGH EAST RAMP

SCALE 1" = 10'

SECTION B-B THROUGH EAST BUILDING AND LANDINGSECTION A-A THROUGH NORTH RAMP

SCALE 1" = 10'

SITE LAYOUT AND PAVING PLAN

23-CI-101

SCALE 1" = 10'

SITE IMPROVEMENT NOTES

BWH

CEM

BID DOCUMENTS

01/22/2021

657-19-128JB

11 96

SITE LAYOUT AND PAVING PLAN

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Charles E. Mobley License No. PE-2001004640 My license renewal date is December 31, 2020 Date: 01/22/2021

CHARLES E.

MOBLEY

NUMBER

PE-2001004640

ST

AT

E OF MISSOURI

PRO

FESS I ONAL ENGIN

EE

PROPOSED CONCRETE

PROPOSED LANDSCAPE/GRASS

PROPOSED HATCH LEGEND

1. ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT.

2. ALL ELEVATIONS SHOWN ARE TO FLOWLINE FINISHED GRADE OR TOP OF PAVEMENT UNLESS

OTHERWISE STATED.

3. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREAS. DO NOT ALLOW

WATER TO POND ON PROPERTY.

4. PRIOR TO PLACEMENT OF ANY FILL, THE STRIPPED SITE SHALL BE SCARIFIED TO A DEPTH OF 9

INCHES AND RE-COMPACTED TO 95% DENSITY. ANY UNSUITABLE SOILS FOUND AT THIS TIME

SHALL BE DRIED AND RECOMPACTED OR REMOVED IF REQUIRED COMPACTION CANNOT BE

OBTAINED. CUT AREAS SHALL ALSO BE SCARIFIED TO A DEPTH OF 9 INCHES AND RE-COMPACTED

TO 95% DENSITY.

5. ALL FILL MATERIAL SHALL CONSIST OF APPROVED, SUITABLE SOILS PLACED IN LOOSE LIFTS OF 9

INCHES OR LESS AND COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM STANDARD

PROCTOR DRY DENSITY (ASTM D-698) IN ALL PAVEMENT, BUILDING ADDITION AND ATHLETIC FIELD

AREAS. THE COMPACTION WILL BE FIELD TESTED BY A SOILS ENGINEERING CONSULTANT

REPRESENTING THE OWNER.

6. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM CONSTRUCTION

SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE REQUIRED MONITORING,

INSPECTION AND MAINTENANCE AS REQUIRED BY THE PERMIT.

7. ALL DISTURBED EMBANKMENTS GREATER THAN 3:1 SLOPES SHALL BE SEEDED ACCORDING TO A

RECOMMENDED SEEDING MIX BY THE LANDSCAPER AND COVERED WITH EROSION CONTROL

BLANKETS OR AS DIRECTED BY PLAN DOCUMENTS.

8. CONTRACTOR SHALL ADHERE TO THE CITY OF ST. LOUIS EROSION AND SEDIMENT CONTROL

REGULATIONS AND THE STATE OF MISSOURI CONSTRUCTION SITE EROSION CONTROL MANUAL.

9. ALL AREAS TO BE GREENSPACE AT PROJECT COMPLETION SHALL BE LEFT WITH 9 INCHES OF

TOPSOIL WHEN MASS GRADING ACTIVITIES ARE COMPLETE.

1. EROSION CONTROL SHALL BE INSTALLED PRIOR TO ANY GRADING OPERATIONS WHERE POSSIBLE.

2. CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT OFF-SITE TRACKING OF SEDIMENT

ONTO PUBLIC ROADWAYS. ANY SEDIMENT DEPOSITED ON PUBLIC ROADS SHALL BE REMOVED BY

SHOVELING OR STREET CLEANING BEFORE THE END OF EACH WORKING DAY.

3. SHOWN LOCATION OF SILTATION CONTROL IS APPROXIMATE. ACTUAL LOCATIONS TO BE

DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION.

4. WATER PUMPED DURING CONSTRUCTION OPERATIONS SHALL BE FILTERED.

5. ONCE CONSTRUCTION HAS BEEN COMPLETED, OR TEMPORARILY SUSPENDED FOR LONGER THAN

14 DAYS (SUCH AS WINTER SHUTDOWN), THE CONTRACTOR SHALL INITIATE SEEDING ON ALL

AREAS DISTURBED IMMEDIATELY OF THE LAST DISTURBANCE. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AND BE MAINTAINED UNTIL THE CONTRACTOR ESTABLISHES A GOOD STAND OF

GRASS OF UNIFORM COLOR AND DENSITY TO THE SATISFACTION OF THE ENGINEER.

6. CONTRACTOR SHALL ADHERE TO THE MISSOURI CONSTRUCTION SITE EROSION CONTROL

MANUAL.

7. ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE POSSIBLE ) PRIOR TO THE

COMMENCEMENT OF ANY EARTH DISTURBING OPERATIONS. THE REMAINING EROSION CONTROL

MEASURES SHALL BE INSTALLED AS SOON AS REASONABLY POSSIBLE AFTER GRADING

OPERATIONS BEGIN. WHERE THE PRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES, DIVERSION DITCHES AND SMALL TEMPORARY SEDIMENT TRAPS SHALL BE UTILIZED UNTIL SILT

FENCE OR OTHER MEASURES MAY BE INSTALLED AND VEGETATION ESTABLISHED.

8. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH PRECIPITATION

EVENT AND REPLACED OR REPAIRED AS NECESSARY.

9. SILT FENCE AND SEDIMENT BASIN SHALL BE CLEANED OR REPLACED WHEN SILT BUILDS UP TO

WITHIN ONE FOOT OF THE TOP OF THE SILT FENCE.

10. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM CONSTRUCTION

SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE REQUIRED MONITORING,

INSPECTION AND MAINTENANCE AS REQUIRED BY THE PERMIT.

11. CONCRETE WASHOUT DEBRIS SHOULD BE HAULED OFF-SITE. WASHOUT SHOULD BE FILLED IN

AND SEEDED.

12. ALL AREAS DISTURBED BEYOND LIMITS SHOWN SHOULD BE SEEDED WITH ADJACENT SEED

MIXTURE OR IN-KIND.

13. THERE ARE NO EXPECTED DOWNSTREAM IMPACTS OTHER THAN THOSE ALLOWED PER

ORDINANCE (2 YEAR, PRE-DEVELOPED RATE OF RELEASE)

EROSION CONTROL

PROPOSED BUILDING

EROSION CONTROL NOTES

GRADING NOTES

1/

/2

8:

:4

AM 23

JEFFERSON BARRACKS

1 JEFFERSON BARRACKS DRIVE - ST. LOUIS, MO 63125

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Brad Petrovic, Project Manager Gary Drikow, Chief of Design and Construction Kevin Knight, Contracting Officer

Revision: Date:

ARCHITECT:

U.S. Department of Veteran Affairs

SPUR DESIGN, LLC

312 SW 25TH STREET

Oklahoma City, OK 73109

(405) 842-6100

MO ARCH REG. NO. 2012034754, EXP. 12/31/2020

MO ENGR REG. NO. 2014031351, EXP. 12/31/2020

STRUCTURAL / MECHANICAL / ELECTRICAL /

PLUMBING / TECHNICAL ENGINEER

SPUR DESIGN

11020 KING STREET, SUITE 350

OVERLAND PARK, KS 66210

(405) 842-6100

ELEVATOR CONSULTANT

KENNETH H. LEMP ELEVATOR

CONSULTANT, INC.

211 3RD STREET

VALLEY PARK, MO 63088

(636) 861-2722

ENVIRONMENTAL

ENGINEER

RIVER FRONT SAFETY & HEALTH, LC

1139 OLIVE STREET, SUITE 300

ST. LOUIS, MO 63101

(314) 436-9192

CIVIL ENGINEER

IMEG CORP.

15 SUNNEN DR., SUITE 104

ST. LOUIS, MO 63143

(314) 645-1132

CREATE ELEVATOR TOWER &

STAIRWELL, BUILDING 23

MO REG. NO. 2014031351

EXP. 12/31/2020

GRADING AND EROSION CONTROL

PLAN

23-CG-101

BWH

CEM

BID DOCUMENTS

01/22/2021

657-19-128JB

12 96

GRADING AND EROSION CONTROL PLAN

FU

LL

Y

SP

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RIP RAP

Charles E. Mobley License No. PE-2001004640 My license renewal date is December 31, 2020 Date: 01/22/2021

CHARLES E.

MOBLEY

NUMBER

PE-2001004640

ST

AT

E OF MISSOURI

PRO

FESS I ONAL ENGIN

EE