SPG_4B2J_Lab_Const_Dwgs.pdf

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U.S. Department of Justice Federal Bureau of Prisons

U.S. Medical Center for Federal Prisoners 1900 West Sunshine

Springfield, MO 65807

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

SHEET NAME

SHEET NUMBER

KE

Y

PL

AN

PROPERTY OF THE UNITED STATES GOVERNMENT

COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS,

SPECIFICATIONS, OR INFORMATION TO UNAUTHORIZED PERSONS IS PROHIBITED.

Do not remove this notice

Properly destroy documents / media when no longer needed.

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SPG PROJECT

7/ 8/

:3

3:

P M

G000

Construct Medical Reference Lab

4B2J

1900 West Sunshine

COVER SHEET

06/24/2015 Final Construction Documents

Springfield, Missouri, 65807

Medical Reference Laboratory

1900 West Sunshine Springfield Missouri, 65807

SITE ORIENTATION MAP

N.T.S.

NN

MEDICAL REFERENCE LABORATORY

FEDERAL BUREAU OF PRISONS

NEW FACILITY

DRAWING INDEX

Sheet

Number Sheet Name

GENERAL

G000 COVER SHEET

G002 CODE PLAN

CIVIL

C100 GENERAL NOTES

C200 SURVEY

C300 SITE DEMOLITION

C400 CIVIL SITE PLAN

C500 CIVIL SITE GRADING

C600 CIVIL SITE UTILITIES

C700 CIVIL DETAILS

STRUCTURAL

S000 STRUCTURAL NOTES

S100 FOUNDATION PLAN

S200 STRUCTURAL DETAILS

S300 ROOF FRAMING PLAN

S400 STRUCTURAL DETAILS & SECTIONS

ARCHITECTURAL

A101 FLOOR PLAN

A102 CLERESTORY PLAN

A103 ROOF PLAN

A104 REFLECTED CEILING PLAN

A201 EXTERIOR ELEVATIONS

A202 EXTERIOR ELEVATIONS

A210 INTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A302 BUILDING SECTIONS

A310 WALL SECTIONS / DETAILS

A311 WALL SECTIONS

A401 ACCESSORY SCHEDULE & RESTROOM LAYOUT

A411 ENLARGED FLOOR PLANS & MILLWORK DETAILS

A501 PARTITION TYPES & NOTES

A601 DOOR & HARDWARE SCHEDULE

A611 FINISH PLAN & LEGEND

A612 EQUIPMENT PLACEMENT PLAN

A913 PARTITION DETAILS

A914 PARTITION DETAILS

FIRE PROTECTION

FA001 GENERAL NOTES & DETAILS

FA101 FIRE ALARM FLOOR PLAN

FS001 GENERAL SPRINKLER NOTES & DETAILS

FS101 SPRINKLER SYSTEM FLOOR PLAN

PLUMBING

P000 PLUMBING SYMBOLS AND LEGENDS

P100 PLUMBING WATER AND GAS PLAN

P101 PLUMBING WASTE AND VENT PLAN

P200 PLUMBING DETAILS

P201 PLUMBING DETAILS

P300 PLUMBING SCHEDULES

MECHANICAL

M000 MECHANICAL SYMBOLS AND LEGENDS

M100 MECHANICAL HVAC FLOOR PLAN

M101 MECHANICAL PIPING PLAN

M300 MECHANICAL DETAILS

M301 MECHANICAL DETAILS

M302 MECHANICAL SECTIONS

M400 MECHANICAL SCHEDULES

M401 MECHANICAL SCHEDULES

M500 MECHANICAL CONTROL DIAGRAMS AND SEQUENCES

M501 MECHANICAL CONTROL DIAGRAMS AND SEQUENCES

M502 MECHANICAL CONTROL DIAGRAMS AND SEQUENCES

M503 MECHANICAL CONTROL DIAGRAMS AND SEQUENCES

ELECTRICAL

E000 ELECTRICAL LEGEND AND NOTES

ES100 ELECTRICAL SITE PLAN

EL100 LIGHTING PLAN

EP100 POWER PLAN

E300 ELECTRICAL DETAILS

E400 ELECTRICAL ONE-LINE DIAGRAM

E501 ELECTRICAL SCHEDULES

1 EXTERIOR VIEW

W. SUNSHINE ST.

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PROJECT SITE

MARK DATE DESCRIPTION

REF.

1 2 3

A

B

C

TRAINING

ROOM

MOLECULAR

LAB

MICROBIOLOGY

LAB

GENERAL

LAB

HALLWAY

MEN'S

RESTRROOM

WOMEN'S

RESTROOM

ENTRANCE

HALL

VESTIBULE

MRL

RECEPTION

MRL MGR

OFFICE

STORAGE

DATA &

PHONE

LAB

OFFICE

LAB

OFFICE

JANITOR

RECEIVING

MECH

ROOM

LAB

WORKROOM

EGRESS WIDTH = 34"

MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL = 100'

ACTUAL COMMON PATH OF TRAVEL = 54'

MAXIMUM ALLOWABLE EXIT ACCESS TRAVEL DISTANCE = 300'

ACTUAL EXIT ACCESS TRAVEL DISTANCE = 97'

EGRESS WIDTH = 68.5"

MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL = 100'

ACTUAL COMMON PATH OF TRAVEL = 54'

MAXIMUM ALLOWABLE EXIT ACCESS TRAVEL DISTANCE = 300'

ACTUAL EXIT ACCESS TRAVEL DISTANCE = 119'

EGRESS WIDTH = 72"

EGRESS WIDTH = 72"

MAXIMUM ALLOWABLE COMMON PATH OF TRAVEL = 100'

ACTUAL COMMON PATH OF TRAVEL = 54'

MAXIMUM ALLOWABLE EXIT ACCESS TRAVEL DISTANCE = 300'

ACTUAL EXIT ACCESS TRAVEL DISTANCE = 108'

101A

101B

116A

113 114

111110

116B

115B 115A

C.P.O.T = 58'-10"

C.P.O.T = 45'-3"

MAX. TRAVEL DISTANCE = 119'

CODE SUMMARY:

BUILDING: 2012 INTERNATIONAL BUILDING CODE

MECHANICAL: 2012 INTERNATIONAL MECHANICAL CODE

PLUMBING: 2012 NATIONAL PLUMBING CODE

ELECTRICAL: 2010 NATIONAL ELECTRICAL CODE

FIRE: 2010 NATIONAL FIRE PROTECTION ASSOCIATION

ENERGY: 2012 IECC

ACCESSIBILITY: ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS

ABAAS (CURRENT EDITION)

CODE ANALYSIS: USE / OCCUPANCY

OCCUPANCY GROUP: B

CONSTRUCTION TYPE: 5B (FULLY SPRINKLERED)

ALLOWABLE AREA: 2 STORY / 9,000 GSF (UNSPRINKLERED)

300% INCREASE FOR FULLY SPRINKLERED = 27,000GSF

ACTUAL BUILDING AREA: 1 STORY / 6,745 GSF

PER IBC TABLE2902.1

BUSINESS AREA: 6,204 GSF

@ 100 GSF / OCCUPANT = 63 OCCUPANTS

ACCESSORY USE AREA:541 GSF

@ 300 GSF / OCCUPANT = 2 OCCUPANTS

TOTAL OCCUPANCY = 65 OCCUPANTS

CODE ANALYSIS: FIXTURE COUNT IBC 2902.1

TOILETS: 1PER 25 OCCUPANTS FOR THE FIRST 50 OCCUPANTS = 2

1 PER 50 FOR REMAINDER EXCEEDING 50 = 1

TOTAL REQUIRED = 3

PROVIDED = 4

LAVITORIES: 1 PER 40 OCCUPANTS FOR THE FIRST 80 OCCUPANTS = 2 REQUIRED

PROVIDED = 4

DRINKING FOUNTAIN: 1 PER 100 OCCUPANTS REQUIRED = 1 REQUIRED

PROVIDED = 2

SERVICE SINK: 1 REQUIRED, 1 PROVIDED

TOILET FIXTURES DIVIDED EVENLY BETWEEN MEN'S AND WOMEN'S RESTROOMS

UP TO 50 PERCENT OF THE MEN'S TOILET FIXTURES CAN BE URINALS, 1 PROVIDED

CODE ANALYSIS: EGRESS

COMMON PATH OF TRAVEL PER IBC TABLE 1014.3 =100' MAXIMUM.

EXIT ACCESS TRAVEL DISTANCE PER IBC TABLE 1016.2 = 300' MAXIMUM

CORRIDOR WIDTH PER IBC TABLE 1018.2 = 44" MINIMUM

MINIMUM EGRESS WIDTH PER IBC 1005.3.2:

OCCUPANT LOAD x 0.2" = 13" MINIMUM

ACTUAL EGRESS WIDTH = 174.5" (SEE CODE PLAN)

REQUIRED EXITS = 2

ACTUAL PROVIDED = 3

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U.S. Department of Justice Federal Bureau of Prisons

U.S. Medical Center for Federal Prisoners 1900 West Sunshine

Springfield, MO 65807

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

SHEET NUMBER

AND FILENAME

PROPERTY OF THE UNITED STATES GOVERNMENT

SENSITIVE BUT UNCLASSIFIED

Properly destroy documents / media when no longer needed.

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SPG PROJECT

7/ 8/

:3

3:

P M

G002

Construct Medical Reference Lab

4B2J

1900 West Sunshine

CODE PLAN

06/24/2015 Final Construction Documents

Springfield, Missouri, 65807

Medical Reference Laboratory

1/4" = 1'-0"1 Code Plan

1/4" = 1'-0" Code Summary

/2

/2

:1

:2

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C iv il \P ro je c ts \1

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TO 2 Medical Laboratory

1900 West Sunshine

Springfield, Missouri, 65807

MARK DATE DESCRIPTION

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Federal Bureau of Prisons

U.S. Department of Justice

Springfield, MO 65807

1900 West Sunshine

U.S. Medical Center for Federal Prisoners

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

AND FILENAME

SHEET NUMBER

VAP

MRB

06/24/2015

CIVIL

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Final Construction Documents

CONSTRUCTION PLAN

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SENSITIVE BUT UNCLASSIFIED

PROPERTY OF THE UNITED STATES GOVERNMENT

SPG PROJECT 4B2J

Medical Reference Laboratory

ASPHALT

P A

V E

M E

N T C

U T /P

A T C

H

A S P

H A L T R

O A

D

EXISTING BUILDING

BUILDING

EXISTING

AC

ACAC

S T

A

IR

S

S T

A

IR

S

CHAIN LINK FENCE

FFE - 1284.54

FFE - 1284.56

FFE - 1284.58

INV. EL. (SW) - 1268.18

INV. EL. (NW) - 1266.18

TOP EL. - 1283.27

INV. EL. (S) - 1273.36

INV. EL. (NE) - 1273.31

TOP EL. - 1279.34

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

TOP OF BUILDING EL. - 1295.11

TOP OF GUTTER EL. - 1303.39

BOTTOM OF GUTTER EL. - 1302.73

ELEC. BOX

EL:1278.42

TEST PIT

EL:1278.74

TEST PIT

EL:1279.16

TEST PIT

FH

S

S

C O

N C

R E T E

D O

C K

CONCRETE

EXP DATE: 12/31/2015

MISSOURI CA # NC001268 E 1268F

FH

C100

FOR

CONSTRUCTION DRAWINGS

U.S. MEDICAL CENTER FOR FEDERAL PRISONERS

1900 WEST SUNSHINE

SPRINGFIELD, MO 65807

BM

CO

EP

FDC

FH

GM

LP

TPED

XFMR

WM

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PUG

TUG

TVUG

W

SS

SF

LEGEND

PB

WH

OVERHEAD DOOR

LINEAR FEET

INLET SEDIMENT TRAP

IRRIGATION

HIGH DENSITY POLYETHYLENE

HOSE BIB

FLOWLINE

FINISH GRADE

FINISH FLOOR

ELEVATION

EXPANSION JOINT

DOOR OPENING

DOUBLE GRATE CURB INLET

DUCTILE IRON PIPE

DRAINAGE BASIN

CONSTRUCTION JOINT

CLEAR

CAST IRON

BOT OF CURB

OHD

LF

IST

IRR

HDPE

HB

FL

FG

FF

EL

EJ

DO

DGDI

DIP

DB

CJ

CLR

CI

BC

UNO

TW

TS

TR

TP

TOF

TG

TC

SJ

SF

SGDI

RJ

RCP

R/W

RD

R

PVC

PE

PAVT

UNLESS NOTED OTHERWISE

TOP OF WALL

TOP OF SIDEWALK

TOP OF RIM

TOP OF PAVEMENT

TOP OF FOOTING

TOP OF GRATE

TOP OF CURB

SAW JOINT

SQUARE FEET

SINGLE GRATE CURB INLET

RESTRAINED JOINT

REINF CONCRETE PIPE

RIGHT OF WAY

ROOF DRAIN

RADIUS

POLY VINYL CHLORIDE

POLYETHYLENE

PAVEMENT

WATER WELL

WATER METER

WATER HYDRANT

VALVE

TRANSFORMER PAD

TELEPHONE PEDESTAL

TELEPHONE MANHOLE

STORM MANHOLE

STEAM MANHOLE

SANITARY MANHOLE

PULL BOX

POWER POLE

POWER MANHOLE

LIGHT POLE

GAS METER

GAS / OIL WELL

FIRE HYDRANT

FIRE DEPT CONNECTION

FIBER OPTIC MANHOLE

EMERGENCY PHONE

DOWN GUY

CLEANOUT

BENCH MARK

SILT FENCE

FLOW LINE DITCH

STORM SEWER LINE

SANITARY SEWER LINE

WATER LINE

TV UNDERGROUND

TELEPHONE UNDERGROUND

POWER UNDERGROUND

OIL LINE

GAS LINE

POWER LINE OVERHEAD

TELEPHONE OVERHEAD

FENCE

NEW MINOR CONTOUR

NEW MAJOR CONTOUR

EXISTING MINOR CONTOUR

EXISTING MAJOR CONTOUR

S

OE

1"=40'

20 4040

S F

A R

M R

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W SUNSHINE ST / MO - 413

K A

N S

A S E

X P

Y M

O

GENERAL:

TEMPORARY EROSION CONTROL:

SURVEY:

GEOTECHNICAL:

AS-BUILTS:

PERMANENT EROSION CONTROL PRACTICES:

SUDAN GRASS

SORGHUMS

OATS

WHEAT

ELBON RYE

ANNUAL RYEGRASS

PLANT TYPE

60 LBS.

60 LBS.

3 BU.

2 BU.

2 BU.

40 LBS.

ACRE

PER

1.4 LBS.

1.4 LBS.

2.5 LBS.

3.0 LBS.

3.0 LBS.

0.9 LBS.

SQ. FT.

PER 1000

04/01-09/15

03/01-09/15

08/15-11/30

08/15-11/30

08/15-11/30

09/05-11/30

DATE

PLANTING

2 INCH

2 INCH

2 INCH

2 INCH

2 INCH

INCH4

SEEDING

DEPTH OF

SITE WORK AND GRADING:

MISSOURI CALL ONE SYSTEM:

SEE GEOTECHNICAL REPORTS PREPARED BY TERRACON, DATED 01/07/2015.

VISIBLE STRUCTURES AND PLAN COMPUTATIONS.

OF UNDERGROUND UTILITIES ON THESE DRAWINGS ARE APPROXIMATE ONLY AND BASED ON ACTUAL FIELD LOCATIONS OF

EXISTING UTILITY LOCATIONS SHOWN SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. LOCATIONS

AND CALL MISSOURI CALL ONE AT 1-800-344-7483.

EXCAVATE NO LESS THAN 72 HOURS PRIOR TO SUCH EXCAVATION (EXCLUSIVE OF SATURDAYS, SUNDAYS AND HOLIDAYS)

ALL CONTRACTORS SHALL NOTIFY UTILITY COMPANIES AND GOVERNMENT AGENCIES IN WRITING OF THE INTENT TO

A BASIS FOR DEVELOPMENT OF FINAL AS-BUILT RECORD DRAWINGS.

DRAWINGS TO THE ENGINEER OF RECORD (DESIGN ENGINEER) AFTER FINAL INSPECTION OF PROJECT TO SERVE AS

WORKS ENGINEER PRIOR TO FINAL APPROVAL OF THE PROJECT. THE CONTRACTOR SHALL SUBMIT THE WORKING

FIELD ADJUSTMENTS, ALL CHANGES SHALL BE REVIEWED AND AGREED TO BY THE DESIGN ENGINEER AND THE PUBLIC

CONDITIONS OR CHANGES MADE BY THE DESIGN ENGINEER OR THE PUBLIC WORKS ENGINEER. EXCEPT FOR MINOR

WORKS DEPARTMENT APPROVAL OF THE INITIAL DRAWINGS. THESE CHANGES MAY BE INITIATED FROM FIELD

ALL TIMES. THE CONTRACTOR SHALL MARK (IN RED INK) ALL APPROVED CHANGES INCURRED FOLLOWING PUBLIC

THE CONTRACTOR SHALL KEEP ON SITE A CURRENT SET OF THE APPROVED CONSTRUCTION WORKING DRAWINGS AT

LIST OF SHEETS:

C700...........DETAILS

C600...........UTILITY PLAN

C500...........GRADING PLAN

C400...........SITE PLAN

C300...........DEMOLITION AND EROSION CONTROL

C200...........SURVEY

C100...........GENERAL NOTES

REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES

AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO

MUST CALL THE LOCAL UTILITY LOCATION CENTER

BEING EXACT OR COMPLETE. THE CONTRACTOR

THE INFORMATION IS NOT TO BE RELIED ON AS

AND MEASUREMENTS TAKEN IN THE FIELD.

ON RECORDS OF THE VARIOUS UTILITY COMPANIES

UTILITIES AS SHOWN ON THESE PLANS ARE BASED

THE LOCATION AND ELEVATION OF EXISTING

THE CONTRACTOR IS SPECIFICALLY CAUTIONED

C

C

1-800-344-7483

M I S

S

U R I O

N E

T O

P

S U

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SYSTEM

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BEFO

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LAL

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NOTICE TO CONTRACTOR

CAUTION

EROSION CONTROL NOTES:

10000

1"=500'

250 500500

MOISTURE UNTIL THE PLANTS EXCEED 1 INCH IN HEIGHT.

THE AREA SHALL BE WATERED DAILY OR AS OFTEN AS NECESSARY TO MAINTAIN ADEQUATE SOIL

MULCH SHALL BE USED ON ALL SLOPES GREATER THAN 5 PERCENT OR AS NEEDED.

SEEDING IMPLEMENTS SHOULD BE USED AT RIGHT ANGLES TO THE SLOPE TO MINIMIZE EROSION.

SEEDS MAY BE DRILLED OR BROADCAST UNIFORMLY.

SOIL SHALL BE TESTED AND LIME TREATED IF REQUIRED BY TESTING FIRM.

OTHER SUITABLE MEANS.

LBS. PER 1000 SQ. FT. OR 450 LBS. PER ACRE) SHALL BE MIXED WITH THE LOOSENED SOIL BY DISKING OR

THE SUBGRADE SHALL BE LOOSENED EVENLY TO A DEPTH OF 2 TO 3 INCHES AND 10-20-10 FERTILIZER (10

PRIOR TO SEEDING, NEEDED EROSION CONTROL PRACTICES SHALL BE INSTALLED.

REVEGETATED WITH A TEMPORARY COVER, DEPENDING ON THE PLANTING SEASON, AS OUTLINED BELOW.

ALL DISTURBED EARTH SURFACES WHICH ARE NOT PAVED OR BUILDING PADS SHALL BE LANDSCAPED OR

DISPOSED OF IN A MANNER APPROVED BY THE ENGINEER.

COVER. AFTER TEMPORARY COVER IS PLACED OR AFTER LANDSCAPING COMMENCES, SILT SHALL BE REMOVED AND

DEPOSITS OF SILT WHICH BUILD UP BEHIND DIKES MAY BE DISKED INTO THE SITE BEFORE PLACEMENT OF TEMPORARY

SILT FENCES: PLACEMENT OF SILT FENCES SHALL BE AS SHOWN ON THE DEMOLITION & EROSION CONTROL PLAN.

NATURAL RESOURCES STANDARDS AND SPECIFICATIONS.

CLEANING OF VEHICLE WHEELS IN ACCORDANCE WITH THE CITY OF SPRINGFIELD AND MISSOURI DEPARTMENT OF

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STABILIZED CONSTRUCTION ENTRANCE, AND FOR

SPECIFICATIONS AND MISSOURI DEPARTMENT OF NATURAL RESOURCES.

ALL EROSION CONTROL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH CITY OF SPRINGFIELD STANDARDS AND

NO DIMENSION MAY BE SCALED. REFER UNCLEAR ITEMS TO THE ENGINEER FOR INTERPRETATION.

UTILITY RELOCATION.

COMPANY AND/OR REGULATORY AGENCY. CONTRACTOR SHALL OBTAIN WRITTEN APPROVAL FROM ENGINEER BEFORE ANY

RELOCATION OF ANY UTILITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE PROVISIONS OF THE APPROPRIATE UTILITY

ALL ELEVATIONS IN PAVED AREAS ARE TOP OF FINISHED PAVEMENT UNLESS OTHERWISE NOTED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, PERMIT FEES, LICENSES, LICENSE FEES, AND TAP FEES, ETC.

APPROPRIATE LOCAL AUTHORITIES.

TRANSPORTATION SPECIFICATIONS FOR HIGHWAY CONSTRUCTION, FEDERAL BUREAU OF PRISONERS AND/OR THE

SPRINGFIELD STANDARDS, MISSOURI DEPARTMENT OF NATURAL RESOURCES STANDARDS AND MISSOURI DEPARTMENT OF

UNLESS SPECIFIED OTHERWISE, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE CITY OF

SPECIFICATIONS.

DISTURBED OR DAMAGED IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED IN ACCORDANCE WITH THE

ALL STREET SURFACES, DRIVEWAYS, CULVERTS, ROADSIDE DRAINAGE DITCHESAND OTHER STRUCTURES THAT ARE

THE CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES IN ACCORDANCE WITH LOCAL AUTHORITIES.

AUTHORITY. RESTORE DAMAGED IMPROVEMENTS TO ORIGINAL CONDITION AS ACCEPTABLE TO PARTIES HAVING JURISDICTION.

THOROUGHLY CLEANED AND/OR SWEPT ON A DAILY BASIS OR MORE FREQUENTLY AS REQUIRED BY THE GOVERNING

FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. STREETS AND ROADWAYS SHALL BE

ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED OR USED

CONDUCT SITE CLEARING OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS,STREETS,WALKS AND OTHER

THAN 5%. SOD SLOPES BETWEEN 5% AND 4:1. STAKE SOD ON SLOPES GREATER THAN 4:1.

SPRINGFIELD SPECIFICATIONS, LOCAL INDUSTRY AND NURSERY STANDARDS. SEED SLOPES LESS

SODDED AND SEEDED AREAS SHALL BE PREPARED AND PLACED IN ACCORDANCE WITH CITY OF

MOISTURE UNTIL FINAL ACCEPTANCE.

THE AREA SHALL BE WATERED DAILY OR AS OFTEN AS NECESSARY TO MAINTAIN ADEQUATE SOIL

SOIL SHALL BE TESTED FOR pH AND SHALL BE TREATED WITH LIME AS REQUIRED.

THE LOOSENED SURFACE SOIL BY DISKING OR OTHER SUITABLE MEANS.

SOIL SHALL BE LOOSENED EVENLY TO A DEPTH OF 2 TO 3 INCHES AND FERTILIZER SHALL BE MIXED WITH

LAWN AREAS

SEPTEMBER 1 - APRIL 30: APPLY 10-20-10 FERTILIZER AT A RATE OF TEN (10) POUNDS PER 1000 SQ FT TO

LAWN AREAS

MAY 1 - AUGUST 31: APPLY 16-8-8 FERTILIZER AT A RATE OF SIX (6) POUNDS PER 1000 SQ FT TO

LAWN AREAS SHALL BE FERTILIZED ACCORDING TO TIME OF INSTALLATION

BERMUDA GRASS SOLID SLAB SOD OR SEEDING SHALL BE USED ON THIS PROJECT IN ALL DISTURBED AREAS.

NOTE: PERMANENT EROSION CONTROL SHALL BE ACCOMPLISHED BY THE FEDERAL BUREAU OF PRISONS.

SHALL BE GRADED TO ALLOW FOR PROPER DRAINAGE WITHOUT PONDING AND IN A MANNER THAT WILL MINIMIZE EROSION.

ELEVATIONS AND ALL GROUND SURFACES SHALL VARY UNIFORMLY BETWEEN INDICATED ELEVATIONS. FINISHED DITCHES

FINISHED SUBGRADE SURFACE SHALL NOT BE MORE THAN 0.1 FEET ABOVE OR BELOW ESTABLISHED FINISHED SUBGRADE

CROSS SLOPES FOR SIDEWALKS SHALL NOT EXCEED 1:48

CONTRACTOR'S EXPENSE.

OF THE ABA, FOR WHICH THE CONTRACTOR DOES NOT HAVE WRITTEN APPROVAL, SHALL BE CORRECTED AT THE

WITHOUT PRIOR WRITTEN PERMISSION FROM THE ENGINEER. ANY WORK WHICH IS NOT PERFORMED WITHIN THE GUIDELINES

THE CONTRACTOR SHALL NOT PROCEED WITH ANY ASPECT OF THE WORK WHICH IS NOT IN FULL COMPLIANCE WITH THE ABA

THIS ACT, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER UPON DISCOVERY OF SUCH FEATURES.

WHERE SPATIAL LIMITATIONS OR EXISTING FEATURES WITHIN THE LIMITS OF THE PROJECT PREVENT FULL COMPLIANCE WITH

ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY GUIDELINES, WITH LATEST APPROVED UPDATES.

ALL FEATURES OF THIS PROJECT INCLUDING, BUT NOT LIMITED TO SIDEWALKS AND CURB RAMPS SHALL COMPLY WITH THE

TO SET A TEMPORARY BENCHMARK AT THE ONSET OF CONSTRUCTION.

DATED 12/10/2014. CONTRACTOR SHALL CONTACT JAMES PAYNE, PLS, CFedS AT CJW TRANSPORTATION CONSULTANTS, L.L.C.

EXISTING TOPOGRAPHY IS BASED ON AN ACTUAL FIELD SURVEY PERFORMED BY CJW TRANSPORTATION CONSULTANTS, L.L.C. , D O

DO

FF = 1281.00

PROPOSED BUILDINGFUTURE BUILDING EXPANSION

DS

DS

DS

DSDSDS

DS

X F

M R

D D

O

DDO

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LOCATION

PROJECT

OVERALL PROJECT VIEW

VICINITY MAP

GENERAL NOTE

Construct Medical Reference Lab

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TO 2 Medical Laboratory

1900 West Sunshine

Springfield, Missouri, 65807

MARK DATE DESCRIPTION

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Federal Bureau of Prisons

U.S. Department of Justice

Springfield, MO 65807

1900 West Sunshine

U.S. Medical Center for Federal Prisoners

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

AND FILENAME

SHEET NUMBER

VAP

MRB

06/24/2015

CIVIL

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Final Construction Documents

CONSTRUCTION PLAN

Properly destroy documents / media when no longer needed.

SENSITIVE BUT UNCLASSIFIED

PROPERTY OF THE UNITED STATES GOVERNMENT

SPG PROJECT 4B2J

Medical Reference Laboratory

UPON REQUEST FROM THE SURVEYOR.

SURVEYOR. ORIGINAL SURVEY DRAWINGS AVAILABLE

WAS REPRODUCED BY ELECTRONIC TRANSFER FROM THE

HAS NOT CONFIRMED ITS ACCURACY. SURVEY INFORMATION

SURVEY INFORMATION ONLY. WALLACE ENGINEERING

THE CONTRACTOR. IT IS INTENDED FOR GENERAL

THIS SHEET WAS PRODUCED FOR THE CONVENIENCE OF

C200

CAUTION

NOTICE TO CONTRACTOR

REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES

AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO

MUST CALL THE LOCAL UTILITY LOCATION CENTER

BEING EXACT OR COMPLETE. THE CONTRACTOR

THE INFORMATION IS NOT TO BE RELIED ON AS

AND MEASUREMENTS TAKEN IN THE FIELD.

ON RECORDS OF THE VARIOUS UTILITY COMPANIES

UTILITIES AS SHOWN ON THESE PLANS ARE BASED

THE LOCATION AND ELEVATION OF EXISTING

THE CONTRACTOR IS SPECIFICALLY CAUTIONED

C

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1-800-344-7483

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EXP DATE: 12/31/2015

MISSOURI CA # NC001268 E 1268F

SURVEY

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1900 West Sunshine

Springfield, Missouri, 65807

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Federal Bureau of Prisons

U.S. Department of Justice

Springfield, MO 65807

1900 West Sunshine

U.S. Medical Center for Federal Prisoners

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

AND FILENAME

SHEET NUMBER

VAP

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Final Construction Documents

CONSTRUCTION PLAN

Properly destroy documents / media when no longer needed.

SENSITIVE BUT UNCLASSIFIED

PROPERTY OF THE UNITED STATES GOVERNMENT

SPG PROJECT 4B2J

Medical Reference Laboratory

ASPHALT

P A

V E

M E

N T C

U T /P

A T C

H

GRAVEL ROAD

A S P

H A L T R

O A

D

G R A V E L R

O A D

EXISTING BUILDING

BUILDING

EXISTING

AC

ACAC

S T

A

IR

S

S T

A

IR

S

CHAIN LINK FENCE

C H

A

IN

L

IN

K F

E N

C E

FFE - 1284.54

FFE - 1284.56

FFE - 1284.58

INV. EL. (SW) - 1268.18

INV. EL. (NW) - 1266.18

TOP EL. - 1283.27

INV. EL. (S) - 1273.36

INV. EL. (NE) - 1273.31

TOP EL. - 1279.34

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

TOP OF BUILDING EL. - 1295.11

TOP OF GUTTER EL. - 1303.39

BOTTOM OF GUTTER EL. - 1302.73

ELEC. BOX

EL:1278.42

TEST PIT

EL:1278.74

TEST PIT

EL:1279.16

TEST PIT

S

S

GRAVELROAD

C O

N C

R E T E

D O

C K

CONCRETE

GENERAL DEMOLITION NOTES

NOTICE TO CONTRACTOR

CAUTION

REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES

AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO

MUST CALL THE LOCAL UTILITY LOCATION CENTER

BEING EXACT OR COMPLETE. THE CONTRACTOR

THE INFORMATION IS NOT TO BE RELIED ON AS

AND MEASUREMENTS TAKEN IN THE FIELD.

ON RECORDS OF THE VARIOUS UTILITY COMPANIES

UTILITIES AS SHOWN ON THESE PLANS ARE BASED

THE LOCATION AND ELEVATION OF EXISTING

THE CONTRACTOR IS SPECIFICALLY CAUTIONED

C

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1-800-344-7483

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C300

1"=20'

10 20 8020

7. 'MCFP-SPG' IS THE ACRONYM FOR MEDICAL CENTER FOR FEDERAL PRISONS.

SATISFACTION OF THE ARCHITECT.

EXISTING CONDITION AT NO ADDITIONAL EXPENSE TO THE OWNER, TO THE

VEGETATION AS NOTED, CONTRACTOR SHALL RESTORE VEGETATION TO

PROTECTION AREAS WHERE THE CONTRACTOR DOES NOT PROTECT

6. ON-SITE VEGETATION SHALL BE PROTECTED AS NOTED. IN DESIGNATED

OF STAGING AREA SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR

RESPONSIBLE FOR RESTORING STAGING AREA TO ITS ORIGINAL CONDITION. SECURITY

STAGING AREA (LAY-DOWN AREA) IN THE LOCATION SHOWN. CONTRACTOR SHALL BE

5. WITH PRIOR APPROVAL, CONTRACTOR MAY ESTABLISH AN ON-SITE

ALL COST SHALL BE INCLUDED IN BASE BID.

ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED & DISPOSED OF OFF SITE.

4. ALL EXISTING STRUCTURES, UNLESS OTHERWISE NOTED TO REMAIN, FENCING, TREES,

3. CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS OFF SITE.

2. CONTRACTOR SHALL PROTECT ALL SURVEY CONTROL POINTS.

AND REMOVED OFF SITE UNLESS NOTED OTHERWISE.

1. ALL CONCRETE AND ASPHALT SHALL BE SAW CUT FULL DEPTH

EROSION CONTROL NOTES:

THE CONTRACTOR'S RESPONSIBILITY.

PROJECT. ANY AN ALL FINES ASSOCIATED WITH EROSION CONTROL VIOLATIONS WILL BE

EROSION CONTROL DEVICES SHALL BE MAINTAINED THOUGHOUT THE DURATION OF THE 7.

REPAIRS TO DEVICES SHALL BE MADE TO KEEP THEM IN PROPER WORKING CONDITION.

" OR GREATER. ACCUMULATED SILT SHALL BE REMOVED AND2

1EVERY RAIN EVENT OF

ALL EROSION CONTROL DEVISES SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER 6.

MEASURES SHALL BE INSTALLED TO MATCH THE PROGRESSION OF THE WORK.

AS ITEMS ARE INSTALLED AND AREAS OF GRADING COMPLETED, EROSION CONTROL

EROSION CONTROL MEASURES SHALL BE INSTALLED AND ADJUSTED AS WORK PROGRESSES.5.

OR PERMITTED WILL BE COMPLETED BY THE GENERAL CONTRACTOR.

CONFINES. ANY ADDITIONAL MEASURES OR INCIDENTAL WORK NOT SPECIFICALLY INDICATED

TO THOSE SHOWN AND SPECIFIED TO ENSURE THAT SILT WILL NOT LEAVE THE PROJECT

THE CONTRACTOR SHALL PROVIDE FURTHER EROSION CONTROL MEASURES IN ADDITION4.

ENTRANCE FOR CLEANING OF VEHICLE WHEELS IN ACCORDANCE WITH MDNR.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A STABILIZED CONSTRUCTION3.

AS A GUIDE AND REPRESENTS THE MINIMUM EROSION CONTROL MEASURES REQUIRED.

EROSION CONTROL IS THE CONTRACTOR'S RESPONSIBILITY AND THIS PLAN SHOULD BE USED2.

AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

EROSION CONTROL PLAN AND THE CITY OF SPRINGFIELD, MO AND MDNR STANDARDS

ALL EROSION CONTROL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THIS 1.

STABILIZED.

MEASURES AFTER COMPLETION OF CONSTRUCTION AN ONLY WHEN AREAS HAVE BEEN

THE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARY EROSION CONTROL9.

OF COMPLETION.

ARE CLEANED AND IN WORKING CONDITION THROUGHOUT CONSTRUCTION AND AT THE TIME

THE CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE STRUCTURES, FLUMES, PIPES, ETC8.

EXP DATE: 12/31/2015

MISSOURI CA # NC001268 E 1268F

REMOVE GRAVEL

REMOVE GRAVEL

RE: 1/C700

SILT FENCE

CONTRACTOR LAY-DOWN AREA

RE: C400

CONNECT TO GRAVEL ROAD

CONTRACTOR LAY-DOWN AREA

TO BE REMOVED BY MCFP-SPG.

EXISTING SHED AND FENCING

TO BE REMOVED BY MCFP-SPG

EXISTING TREE AND ROOT BALL

PAVEMENT TO REMAIN

EXISTING CONCRETE DOCK

RE: 1/C700

SILT FENCE

REMOVE GRAVEL

E 1398968.59

N 490711.93

ROAD RELOCATION

RE: C400 FOR GRAVEL

OF GRAVEL REMOVAL,

APPROXIMATE LIMITS

GRAVEL

REMOVE

VALVE BY MCFP-SPGSHUT-OFF

REMOVED TO EXISTING

OF WATERLINE TO BE

APPROXIMATE LOCATION

CITY OF SPRINGFIELD STANDARDS

MAINTAINED IN ACCORDANCE WITH

FILTER FABRIC, ENTRANCE SHALL BE

THAN 3" BUT LESS THAN 6" OVER

OF CRUSHED AGGREGATE GREATER

STONE SHALL CONSIST OF 8" MIN

CONSTRUCTION ENTRANCE:

PLACE 20'X50' STABILIZED

EROSION CONTROL

DEMOLITION &

T

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TO 2 Medical Laboratory

1900 West Sunshine

Springfield, Missouri, 65807

MARK DATE DESCRIPTION

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Federal Bureau of Prisons

U.S. Department of Justice

Springfield, MO 65807

1900 West Sunshine

U.S. Medical Center for Federal Prisoners

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

AND FILENAME

SHEET NUMBER

VAP

MRB

06/24/2015

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Final Construction Documents

CONSTRUCTION PLAN

Properly destroy documents / media when no longer needed.

SENSITIVE BUT UNCLASSIFIED

PROPERTY OF THE UNITED STATES GOVERNMENT

SPG PROJECT 4B2J

Medical Reference Laboratory

ASPHALT

P A

V E

M E

N T C

U T /P

A T C

H

A S P

H A L T R

O A

D

EXISTING BUILDING

BUILDING

EXISTING

AC

ACAC

S T

A

IR

S

S T

A

IR

S

CHAIN LINK FENCE

FFE - 1284.54

FFE - 1284.56

FFE - 1284.58

INV. EL. (SW) - 1268.18

INV. EL. (NW) - 1266.18

TOP EL. - 1283.27

INV. EL. (S) - 1273.36

INV. EL. (NE) - 1273.31

TOP EL. - 1279.34

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

TOP OF BUILDING EL. - 1295.11

TOP OF GUTTER EL. - 1303.39

BOTTOM OF GUTTER EL. - 1302.73

ELEC. BOX

S

S

C O

N C

R E T E

D O

C K

CONCRETE

FH

C400

GENERAL SITE NOTES

LEGEND

GRAVEL, BY OWNER

HEAVY DUTY ASPHALT

1"=20'

10 20 8020

C

C

1-800-344-7483

M I S

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REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES

AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO

MUST CALL THE LOCAL UTILITY LOCATION CENTER

BEING EXACT OR COMPLETE. THE CONTRACTOR

THE INFORMATION IS NOT TO BE RELIED ON AS

AND MEASUREMENTS TAKEN IN THE FIELD.

ON RECORDS OF THE VARIOUS UTILITY COMPANIES

UTILITIES AS SHOWN ON THESE PLANS ARE BASED

THE LOCATION AND ELEVATION OF EXISTING

THE CONTRACTOR IS SPECIFICALLY CAUTIONED

NOTICE TO CONTRACTOR

CAUTION

PARKING SUMMARY

TOTAL PARKING

ACCESIBLE PARKING

STANDARD PARKING

7. BUILDING COORDINATES ARE TO OUTSIDE FACE OF WALL.

6. RADII = 5'-0" U.N.O.

SHOWN OTHERWISE.

5. ALL DIMENSIONS AND COORDINATES ARE FROM BACK OF CURB UNLESS

4. REFER TO GENERAL NOTES SHEET - C100 FOR GRASS NOTES.

SHALL BE INCLUDED IN BASE BID.

SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST

SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES

SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK

INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE,

3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS,

2. ALL WORK AND MATERIALS SHALL COMPLY WITH O.S.H.A. STANDARDS.

AND MUNICIPAL REGULATIONS AND CODES, WHICHEVER IS MORE STRINGENT.

1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL FEDERAL, STATE,

88.00'

9.00'

9.00' 9.00' 9.00'

12.00'

.0

R

18.00'

34.79'

.0

.0

.0

EXP DATE: 12/31/2015

MISSOURI CA # NC001268 E 1268F

D O

DO

FF = 1281.00

PROPOSED BUILDINGFUTURE BUILDING EXPANSION

DS

DS

DS

DSDSDS

DS

X F

M R

D D

O

DDO

COCO

.0 0'

R

.0 R

.0

R

.0

R

5.00'

R

5.00'

R

5.

R 5.

R

RE: 2/C700

APPROX 7150 SF

HEAVY DUTY ASPHALT

ALTERNATE

RE: 3/C700

PAVEMENT TRANSITION

RE: 3/C700

PAVEMENT TRANSITION

RE: 5/C700

1' FLUSH CURB

RE: 5/C700

1' FLUSH CURB

RE: 5/C700

1' FLUSH CURB

RE: 4/C700

6' CONC SIDEWALK

RE: 4/C700

6' CONC SIDEWALK

RE: 2/C700

APPROX 8,515 SF

STANDARD DUTY ASPHALT

RE: 6/C700

PARKING BUMPERS

CONTRACTOR LAY-DOWN AREA

.5

9.00'

E 1398895.17

N 490592.89

E 1398993.83

N 490522.47

RE: ELECTRICAL

TRANSFORMER PAD

20.00'

R

.0

.3

.5

6.00'

6.50'

6.00' 5.75'

6.00'

6.00'

E 1398889.34

N 490675.17

RE: 7/C700

ACCESSIBLE STRIPING

RE: 8/C700

ACCESSIBLE SIGNAGE

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

GRASS

REDRESS WITH GRAVEL

FILTER FABRIC

6" GRAVEL OVER

APPROX 250 SF

GRAVEL APRON

E 1399019.25

N 490670.21

CENTER BETWEEN BUILDING AND SIDEWALK

PAD TO BE 12" WIDER THAN AHU

RE: MEP FOR AHU DIMENSIONS

RE: 9/C700

UTILITY PAD 20

.0 0'

R

RE: 15/C700

DOWNSPOUTS (TYP)

5' FLUME AT

.0

SITE PLAN

GRAVEL ROAD AT LATER DATE

MCFD - SPG TO RE-ESTABLISH

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TO 2 Medical Laboratory

1900 West Sunshine

Springfield, Missouri, 65807

MARK DATE DESCRIPTION

R E

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Federal Bureau of Prisons

U.S. Department of Justice

Springfield, MO 65807

1900 West Sunshine

U.S. Medical Center for Federal Prisoners

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

AND FILENAME

SHEET NUMBER

VAP

MRB

06/24/2015

CIVIL

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Final Construction Documents

CONSTRUCTION PLAN

Properly destroy documents / media when no longer needed.

SENSITIVE BUT UNCLASSIFIED

PROPERTY OF THE UNITED STATES GOVERNMENT

SPG PROJECT 4B2J

Medical Reference Laboratory

ASPHALT

P A

V E

M E

N T C

U T /P

A T C

H

A S P

H A L T R

O A

D

EXISTING BUILDING

BUILDING

EXISTING

AC

ACAC

S T

A

IR

S

S T

A

IR

S

CHAIN LINK FENCE

FFE - 1284.54

FFE - 1284.56

FFE - 1284.58

INV. EL. (SW) - 1268.18

INV. EL. (NW) - 1266.18

TOP EL. - 1283.27

INV. EL. (S) - 1273.36

INV. EL. (NE) - 1273.31

TOP EL. - 1279.34

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

TOP OF BUILDING EL. - 1295.11

TOP OF GUTTER EL. - 1303.39

BOTTOM OF GUTTER EL. - 1302.73

ELEC. BOX

S

S

C O

N C

R E T E

D O

C K

CONCRETE

FH

EXP DATE: 12/31/2015

MISSOURI CA # NC001268 E 1268F

D O

DO

FF = 1281.00

PROPOSED BUILDINGFUTURE BUILDING EXPANSION

DS

DS

DS

DSDSDS

DS

X F

M R

D D

O

DDO

COCO

C500

GENERAL GRADING NOTES

LEGEND

TP

TS

FL

FG

FF

TOP OF PAVEMENT

TOP OF SIDEWALK

FLOWLINE

FINISH GRADE

FINISH FLOOR

1"=20'

10 20 8020

C

C

1-800-344-7483

M I S

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CAUTION

NOTICE TO CONTRACTOR

REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES

AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO

MUST CALL THE LOCAL UTILITY LOCATION CENTER

BEING EXACT OR COMPLETE. THE CONTRACTOR

THE INFORMATION IS NOT TO BE RELIED ON AS

AND MEASUREMENTS TAKEN IN THE FIELD.

ON RECORDS OF THE VARIOUS UTILITY COMPANIES

UTILITIES AS SHOWN ON THESE PLANS ARE BASED

THE LOCATION AND ELEVATION OF EXISTING

THE CONTRACTOR IS SPECIFICALLY CAUTIONED

9. SIDEWALKS SHALL MEET ABA SLOPE GUIDELINES.

SHALL BE INCLUDED IN THE SCOPE OF WORK.

OR RUTTING. TEMPORARY DEWATERING, INCLUDING PUMPING, MAY BE REQUIRED AND

POSITIVE DRAINAGE OF ENTIRE SITE THROUGHOUT CONSTRUCTION AND AVOID PONDING

8. CONTRACTOR IS RESPONSIBLE FOR TEMPORARY ACCESS ROADS AND SHALL MAINTAIN

CONSTRUCTED TO THE SAME.

7. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE

STRUCTURES FOR ALL GRASSED AND PAVED AREAS.

6. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND

AT STRUCTURE IS WATER TIGHT.

5. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION

STRUCTURE AS NECESSARY.

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR OR REPLACE THE EXISTING

4. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT

EXISTING PIPES ARE TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.

3. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND

2. ALL CUT OR FILL SLOPES SHALL BE 5:1 OR FLATTER UNLESS OTHERWISE NOTED.

INSTALLED & INSPECTED AND APPROVED BY LOCAL AUTHORITIES.

1. SITE GRADING SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN

FG 1280.50

FG 1280.50

FG 1280.50

FG 1280.50

TS 1280.98

TS 1280.98

TS 1280.98

TP 1278.85

TP 1279.83

TS 1279.93

TP 1280.55

(MATCH EXISTING)

TP 1280.18

(MATCH EXISTING)

TP 1279.75

(MATCH EXISTING)

TP 1280.19

(MATCH EXISTING)

TP 1280.31

(MATCH EXISTING)

TP 1280.85

(MATCH EXISTING)

TS 1280.04 (S)

TS 1280.08 (N)

TP 1280.07TP 1279.42

TP 1279.04

TP 1279.25

FL 1278.50

FL 1279.10

FL 1279.53

FL 1278.50

TP 1280.26

TP 1279.61

TS 1280.88

TP 1280.64

TP 1280.53

TS 1280.00

TS 1279.83

TS 1280.65

FG 1280.34 (EXISTING)

RAISE 6"

FG 1280.84

FG 1280.44 (EXISTING)

FG 1279.94 (EXISTING)

TP 1281.20

FG 1280.88

TP 1281.20

FG 1280.20

TP 1281.20

FG 1280.64

CONTRACTOR LAY-DOWN AREA

END OF PROPOSED SWALE

POSITIVE DRAINAGE AT

CONTRACTOR TO CONFIRM

2.0% MIN

TP 1280.24

TS 1280.32

FG 1280.35 (EXISTING)

RAISE 6" (WITH SOIL)

FG 1280.85

FG 1280.04 (EXISTING)

RAISE 6" (WITH SOIL)

FG 1280.54

FL 1277.61

EXIST TR 1279.34

TR 1280.34

CONTRACTOR TO ADJUST

RAISE MANHOLE RIM

TS 1280.69

TC 1280.83

FL 1280.50

TC 1280.83

FL 1280.50

TC 1280.83

FL 1280.50

TC 1280.83

FL 1280.50

FG 1280.45

FG 1280.45

FG 1280.40

FG 1280.42

FG 1280.40

TS 1280.54

FG 1280.45

TP 1281.20

FG 1280.36

GRADING PLAN

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TO 2 Medical Laboratory

1900 West Sunshine

Springfield, Missouri, 65807

MARK DATE DESCRIPTION

R E

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IN

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C T

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Federal Bureau of Prisons

U.S. Department of Justice

Springfield, MO 65807

1900 West Sunshine

U.S. Medical Center for Federal Prisoners

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

AND FILENAME

SHEET NUMBER

VAP

MRB

06/24/2015

CIVIL

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Final Construction Documents

CONSTRUCTION PLAN

Properly destroy documents / media when no longer needed.

SENSITIVE BUT UNCLASSIFIED

PROPERTY OF THE UNITED STATES GOVERNMENT

SPG PROJECT 4B2J

Medical Reference Laboratory

ASPHALT

P A

V E

M E

N T C

U T /P

A T C

H

A S P

H A L T R

O A

D

EXISTING BUILDING

BUILDING

EXISTING

AC

ACAC

S T

A

IR

S

S T

A

IR

S

CHAIN LINK FENCE

FFE - 1284.54

FFE - 1284.56

FFE - 1284.58

INV. EL. (SW) - 1268.18

INV. EL. (NW) - 1266.18

TOP EL. - 1283.27

INV. EL. (S) - 1273.36

INV. EL. (NE) - 1273.31

TOP EL. - 1279.34

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

DOWNSPOUT

TOP OF BUILDING EL. - 1295.11

TOP OF GUTTER EL. - 1303.39

BOTTOM OF GUTTER EL. - 1302.73

ELEC. BOX

FH

S

S

C O

N C

R E T E

D O

C K

CONCRETE

FH

NOTICE TO CONTRACTOR

CAUTION

REQUEST EXACT FIELD LOCATIONS OF THE UTILITIES

AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO

MUST CALL THE LOCAL UTILITY LOCATION CENTER

BEING EXACT OR COMPLETE. THE CONTRACTOR

THE INFORMATION IS NOT TO BE RELIED ON AS

AND MEASUREMENTS TAKEN IN THE FIELD.

ON RECORDS OF THE VARIOUS UTILITY COMPANIES

UTILITIES AS SHOWN ON THESE PLANS ARE BASED

THE LOCATION AND ELEVATION OF EXISTING

THE CONTRACTOR IS SPECIFICALLY CAUTIONED

C

C

1-800-344-7483

M I S

S

U R I O

N E

T O

P

S U

N C

SYSTEM

I .

D

IG

O

BEFO

R

E Y

LAL

A LL

C600

GENERAL UTILITY NOTES

1"=20'

10 20 8020

12. REFER TO PLUMB FOR CONTINUATION OF UTILITIES AT BUILDING.

11. UTILITY TRENCH DETAIL RE: 10/C700.

MAY REQUIRE MORE STRINGENT TESTING WHICH SHALL BE PROVIDED BY THE GC IF REQUIRED.

ALL UNDERGROUND FIRE PROTECTION LINES AS A MINIMUM. LOCAL OR STATE AUTHORITIES

10. CONTRACTOR SHALL UTILIZE AWWA AND FACTORY MUTUAL TEST AND CERTIFICATIONS FOR

AND SPECIFICATIONS.

9. CONTRACTOR IS TO COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS

AUTHORITIES WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.

8. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE LOCAL

7. ALL PIPING SHALL BE INSTALLED WITH A MINIMUM OF 30" OF COVER, UNLESS NOTED OTHERWISE.

6. REFER TO PLUMBING AND/OR FIRE PROTECTION SHEETS FOR FIRE LINE LEAD-IN LOCATION AND DETAIL.

OSHA REGULATIONS.

5. ALL TRENCHING, PIPE LAYING AND BACKFILLING SHALL BE IN ACCORDANCE WITH FEDERAL

SYSTEMS ARE INSTALLED.

FOR PIPING MATERIAL. MAKE CONNECTIONS TO BUILDING WATER PIPING SYSTEMS WHEN THOSE

ARE INSTALLED. TERMINATE PIPING WITH VALVE AND CAP PLUG OR FLANGE AS REQUIRED

4. TERMINATE WATER-SERVICE PIPING AT BUILDING WALL UNTIL BUILDING WATER PIPING SYSTEMS

TEES AND FIRE HYDRANTS PER AWWA MINIMUM STANDARDS.

3. RESTRAINED JOINTS SHALL BE PROVIDED ON 4" AND LARGER WATER LINES AT ALL BENDS

TO ANY EXISTING LINE IN ACCORDANCE WITH LOCAL REQUIREMENTS.

2. CONTRACTOR SHALL NOTIFY THE FACILITY MANAGER BEFORE CONNECTING

BY CONTRACTOR WITH THE PROPER UTILITY COMPANY PROVIDING SERVICE.

1. PRIOR TO CONSTRUCTION LOCATION OF SITE UTILITIES SHALL BE VERIFIED

EXP DATE: 12/31/2015

MISSOURI CA # NC001268 E 1268F

D O

DO

FF = 1281.00

PROPOSED BUILDINGFUTURE BUILDING EXPANSION

DS

DS

DS

DSDSDS

DS

D D

O

DDO

COCOCONTINUATION

RE: MEP FOR

6" 45° BEND

6" 45° BEND

SANITARY MANHOLE

CROSSINGS

UTILITY

CAUTION:

FIRE LINE

6" PVC C900 DR 14 X 315 LF

6" 45° BEND

6" 45° BEND

FIRE HYDRANT

RE: 11/C700

RE: 12/C700

2 1/2" 45° BEND

2 1/2" 45° BEND

2 1/2" 45° BEND

2 1/2" 45° BEND

DOMESTIC WATER LINE

2 1/2" PVC SCH 40 X 325 LF

W/ SWEEPING BENDS

3" PE GAS LINE X 325 LF

RE: ELECTRICAL

DUCT BANK

RE: ELECTRICAL

CONDUIT

COMMUNICATIONS

E 1399029.31

N 490588.76

E 1399035.49

N 490593.53

E 1399037.52

N 490594.28

E 1399033.57

N 490595.61

E 1399034.47

N 490597.57

E 1399030.69

N 490415.51

E 1399028.66

N 490414.76

E 1399036.89

N 490408.83

E 1399038.27

N 490404.39

CONTRACTOR LAY-DOWN AREA

VALVE BOX

6" VALVE &

6" 45° BEND

6" 45° BEND

E 1398994.99

N 490599.08E 1398991.70

N 490596.03 2 1/2" 45° BEND

2 1/2" 45° BEND

PLAN FOR CONTINUATION

RE: FIRE PROTECTION

E 1399035.30

N 490588.53

DR 14 X 5 LF

6" PVC C900

6"X6"X6" TEE

CONNECT TO EXIST

CLEANOUT

RE: MEP

GAS REGULATOR

X 36 LF @ 2.0%

4" SANITARY SEWER

EXIST TR 1279.34

TR 1280.34

FL 1274.43

E 1399021.26

N 490537.73

CROSSINGS

UTILITY

CAUTION:

UTILITY PLAN

PROJECT REPRESENTATIVE

COORDINATE WITH FBOP

WATER, FIRE, AND GAS LINES

CONNECT TO EXISTING

FL 1275.43 (CO)

(AT BUILDING)

FL 1275.50

E 1399000.21

N 490576.30

RE: 12/C700

CLEANOUT

FL 1275.18

E 1399012.45

N 490577.77

FLOWABLE FILL

MATERIAL-(CLSM)

NATIONAL

STD PENTAGON

OPERATION NUT

8" PIPE 8"

D E

P T

H V

A R

IE

S

DIA

COMPACTED GRANULAR

PIPE DIA

UNDISTURBED SOIL OR

PROPERLY COMPACTED

BACKFILL

1'-0"

RE: PLANS FOR

PAVED AREA NON PAVED AREAS

RE: PAVEMENT DETAIL

5" TOPSOIL MIN

NATIVE

MATERIAL

BEDDING MATERIAL

WARNING TAPE

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TO 2 Medical Laboratory

1900 West Sunshine

Springfield, Missouri, 65807

MARK DATE DESCRIPTION

R E

V

IS

IO

N B

L O

C K

C O

N T

R A

C T

S T

A M

P O

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E A

L O

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IF

IC

A T

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D

IN

G P

R O J E

C T

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Federal Bureau of Prisons

U.S. Department of Justice

Springfield, MO 65807

1900 West Sunshine

U.S. Medical Center for Federal Prisoners

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

AND FILENAME

SHEET NUMBER

VAP

MRB

06/24/2015

CIVIL

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Final Construction Documents

CONSTRUCTION PLAN

Properly destroy documents / media when no longer needed.

SENSITIVE BUT UNCLASSIFIED

PROPERTY OF THE UNITED STATES GOVERNMENT

SPG PROJECT 4B2J

Medical Reference Laboratory

C700

SCALE: NTS1

SILT FENCE

STEEL FENCE POSTS

(MAX. 8' SPACING)

SILT FENCE

TRENCH

(BACKFILLED)

FLOW

M

IN 4" M

IN

STEEL FENCE POSTS

(MAX. 6' SPACING)

WOVEN WIRE

SUPPORT

SILT FENCE

F L

O W

F L

O W

FILTERING EFFICIENCY

FLOW RATE

TENSION MODULUS

TENSION STRENGTH

75% OR MORE

0.3 GAL/SQ FT/MINUTE OR LESS

20 LB/IN OR MORE

50 LB/IN OR MORE

ASTM 5141

ASTM 5141

ASTM 4632

ASTM 4632

WOVEN WIRE

SUPPORT

CONSTRUCTION SPECIFICATIONS:

PAVEMENT DETAIL

SCALE: NTS2

DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.

BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING

REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND 4.

UNDERMINING THE FENCE DURING CLEANOUT.

SEDIMENT REACHES 50% OF THE FENCE HEIGHT. AVOID DAMAGING OR

REMOVED WHEN BULGES DEVELOP IN THE SEDIMENT FENCE OR WHEN

MAINTENANCE SHALL BE PERFORMED AS NEEDED AND SEDIMENT BUILD UPS 3.

BECOME INEFFECTIVE, REPLACE IT PROMPTLY.

SHOULD THE FABRIC OF A SEDIMENT COLLAPSE, TEAR, DECOMPOSE, OR 2.

RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.

INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH 1.

INSPECTION AND MAINTENANCE:

SUPPORT POSTS WITH A 6' OVERLAP EXTENDING TO THE NEXT POST.

UNAVOIDABLE, FABRIC SHALL BE SECURELY SPLICED TOGETHER ONLY AT

BARRIER NEEDED TO AVOID THE USE OF JOINTS. WHEN JOINTS ARE

FABRIC SHALL BE PURCHASED IN A CONTINUOS ROLL. CUT TO THE LENGTH OF

CLASS F:ADDITIONAL SPECIFICATIONS ARE FOUND IN ASTM 6461. SILT FENCE

SILT FENCE SHALL MEET THE FOLLOWING REQUIREMENTS FOR GEOTEXTILE 8.

THE SOURCE AREA PRIOR TO TOP SOILING.

SEDIMENT TRAPPED BY THIS PRACTICE SHALL BE UNIFORMLY DISTRIBUTED ON 7.

NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.

SILT FENCE SHALL BE REMOVED WHEN IT HAS SERVED IT'S USEFULNESS SO AS 6.

FEET.

6"x6" OPENING. WOVE WIRE SHALL BE INSTALLED FOR FLOWS LONGER THAN 200

WOVEN WIRE SUPPORT SHALL BE A MINIMUM OF 12 GAUGE WITH A MAXIMUM OF 5.

WOVEN WIRE WHICH IS IN TURN ATTACHED TO THE FENCE POSTS.

SILT FENCE SHOULD BE SECURELY FASTENED TO EACH SUPPORT POST OR TO 4.

THE SILT FENCE TO BE LAID IN THE GROUND AND BACKFILLED.

THE TRENCH SHOULD BE A MINIMUM OF 6" DEEP AND 4" WIDE TO ALLOW FOR 3.

TO THE LINE OF FLOW.

SO THAT THE DOWN SLOPE FACE OF THE TRENCH IS FLAT AND PERPENDICULAR

SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER 2.

STRICTER. POST SHALL BE DRIVEN AT LEAST 24" MIN. INTO THE GROUND.

APART OR TO SILT FENCE MANUFACTURER SPECIFICATIONS, WHICHEVER IS

ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE AND SPACED AT A MAX. 6'

POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT 1.

SCALE: NTS3

PAVEMENT TRANSITION

SAW CUT

EXISTING

PAVEMENT

WITH JT SEALANT

(AT CONCRETE/CONCRETE

ONLY)

EXP JT FILLER

RE:PAVEMENT DETAIL FOR THICKNESS "T"

EXISTING

PAVEMENT

NEW

PAVEMENT

2'-0" MIN 1'-0"

MIN

T

M

IN

" PREFORM2

SCALE: NTS4

SIDEWALK

SCALE: NTS5

FLUSH CURB

SCALE: NTS6

PARKING BUMPER

SCALE: NTS

ACCESSIBLE STRIPING

SCALE: NTS7

ACCESSIBLE STRIPING

SCALE: NTS8

ACCESSIBLE SIGNAGE

SCALE: NTS10

PIPE TRENCH - ALL PIPES EXCEPT STORM SEWER

SIDE VIEW

TOP VIEW

SCALE: NTS11

FIRE HYDRANT

NOZZLES (2)

4" STD HOSE NOZZLE

(TO FACE STREET)

BREAKABLE

CONNECTION

M

IN

M

A X

COARSE AGG

#467

DRAIN NOTE:

HYDRANT DRAIN MUST

POURING CONC THRUST BLK

BE LEFT CLEAN AFTER

STD VALVE BOX

S E

E D

E P

T H

M

IN

N O

T E

WATER MAIN TEE

6" MJ TO MJ

GATE VALVE

M

IN

CONC THRUST

BLOCK

1'-0"

MIN

M

IN

" STD HOSE2

SCALE: NTS13

THRUST BLOCK

A R

E A

B E

A R

IN

G

AREA

BEARING UNDISTURBED EARTH

POURED CONCRETE BLOCKS

PLACE DOUBLE LAYER OF TAR PAPER BETWEEN

CONCRETE BLOCKING AND PLUG TO PERMIT EASY

REMOVAL FOR FUTURE EXTENSION OF WATER

MAIN.

ALL CONCRETE AND PVC PIPE

NOTE: PLACE FELT PAPER BETWEEN

BEARING AREA OF BLOCK IN SQ FT

FITTING

SIZES

TEE

& END BEND

90° 45°

BEND BEND BEND

2",4"

6"

8"

10"

16"

2.0

4.0

5.0

8.0

20.0

2.0

3.0

8.0

12.0

19.0

1.0

3.0

4.0

6.0

16.0

1.0

1.0

2.0

3.0

8.0

1.0

1.0

1.0

2.0

4.0

°4

°2

SCALE: NTS14

FINISHED GRADE

ROUND CONC

COLLAR

MIN

1'-0"

#3 BAR ALL AROUND

(W/6" OVERLAP)

VALVE BOX W/LID

VALVE

PIPE

UNDISTURBED EXISTING

SOIL OR ENGINEERED FILL

6" AGGREGATE BASE

4" CONC

TURNDOWN BEYOND

8"

MIN

R E

G R

A D

IN

G

M

IN

SCALE: NTS9

UTILITY PAD

PLANELEVATION

SEWER MAIN

CONC ENCASEMENT

4" MIN COVER

A S R

E Q

'D FURNISHED W/CO BOX

CI PIPE

(W/6" OVERLAP)

#3 BARS ALL AROUND

TURF2

ROUND CONC COLLAR

COVER

4"

TYP

"CONCRETE

EXP JT MAT'L

CO BOX

CO PLUG

CI PIPE RISER

STD 45° BEND

SEWER MAIN

SEWER MAIN WYE

SEWER MAIN

CO

SCALE: NTS12

CLEANOUT

" PREMOLD 2

MEETS SUITABLE CRITERIA FOR REUSE

RECOMPACTED EXISTING FILL THAT

12" OF MOISTURE-CONDITIONED AND

12" MIN NEW ENGINEERED FILL OR

VALVE BOX

SCALE: NTS15

FLUME

DETAILS

EXP DATE: 12/31/2015

MISSOURI CA # NC001268 E 1268F

SIDEWALK JOINT

SPACING EQUAL TO

SIDEWALK WIDTH (TYP)

EXP JT FILLER

WITH JT SEALANT

EXPANSION JOINT (EJ) TROWELED JOINT SAWCUT JOINT

T /4

T

MCIB WA610-1-4

4" CONC

EXP JT FILLER

COMPACTED EXIST SOIL

OR ENGINEERED FILL

SIDEWALK TO HAVE 2%

CROSS SLOPE MAX

WITH JT SEALANT

SIDEWALK JOINT

" PREFORM2

"8

" PREFORM2

B U

IL

D

IN

G

1" HOLE FOR REBAR STAKE

REINFORCED CONCRETE

PARKING BUMPER

#5x2'-0"

(2 REQUIRED)

9"1'-0"4'-0"1'-0"

9'-0"

4" WHITE

BORDER9'-0"

18'-0"x4" WHITE

STRIPE TYPICAL

9'-0"

STRIPES

6" WHITE

NOT SHOWN.

RE: ARCH FOR INFORMATION

WHITE REFLECTIVE

PAINT

5°

1'-0"

6"R

113°

1'- 0"

8"

1'-6"3"

2'-0"R

1'-8"R

P A

R K

IN

G S

P A

C E

C E

N T

E R

L

IN

E O

F

TO FEDERAL SPECIFICATION TT-P-1952B.

WHITE OR YELLOW TRAFFIC PAINT CONFORMING

PAVEMENT MARKING PAINT SHALL BE

RE: 6/C700

BUMPER BLOCK TYP

CURB

FACE OF

CURB

BACK OF

TYP.

2-#4

M

IN

12"

RE: 2/C700

ASPH PAVEMENT

REQUIRED AT EACH ACCESSIBLE SPACE

INTERNATIONAL BARRIER FREE SYMBOL

18"x18" 18 GA STL BAKED ENAMEL

BLUE

PARKING STRIPES)

SPACES ONLY (ADJACENT TO 8' NO

REQUIRED AT VAN ACCESSIBLE

W/WORDS "VAN ACCESSIBLE"

4"x18" 18 GA STL BAKED ENAMEL

M

IN 1

M

IN

1'-2"

VAN ACCESSIBLE

CONCRETE1"R

2"R

ARE TO BACK

COORDINATES

OF CURB

BACK OF

CURB

1'-0"

BASE

2"

4"

12"

24" TOTAL

GROUND LINE

CITY OF SPRINGFEILD, MO REQUIREMENTS

PROVIDE STANDARD NOZZLE THREADS PER

NOTE:

DEPTH NOTE:

TO MEET THIS DEPTH

PROVIDE RETRAINED FITTING

OF THE CONTRACTOR.

PROTECTION TO BE RESPONSIBILITY

SAFETY STANDARDS. ALL SUCH TRENCH

TO MEET APPLICABLE STATE AND OSHA

TRENCH PROTECTION TO BE PROVIDED

BRACING AND SHEATHING OR OTHER

MORE THAN 5% PASSING THE #4 SCREEN.

" SCREEN AND NOT2

1PASSING THE

ROCK WITH NOT LESS THAN 95%

MATERIAL SHALL BE CLEAN CRUSHED

COMPACTED GRANULAR BEDDING

TRENCH NOTE: BEDDING NOTE:

WHITE

AT STANDARD DUTY

AT HEAVY DUTY

TACK COAT

IF EXIST PAVING THICKNESS

IS GREATER THAN SHOWN

MATCH EXISTING

T

BETWEEN LAYERS

CONC THRUST

BLOCK

RE: 11/C700

2" MoDOT TYPE BP-1 SURFACE

2" MoDOT TYPE BB

2" MoDOT TYPE BP-1 SURFACE

3" MoDOT TYPE BB

AGGREGATE

6" MoDOT TYPE 5

OR STABILIZED SUBGRADE

COMPACTED EXISTING SOIL

ALL PAVEMENT IS STANDARD DUTY

UNLESS NOTED ON PLANS

ASPHALT PAVEMENT

RE

VI

SI

ON

B

LO

CK

CO

NT

RA

CT

DE

SI

GN

ER

ID

EN

TIF

IC

AT

IO

N

ST

AM

P

OR

S

EA

L

OW

NE

R

ID

EN

TIF

IC

AT

IO

N

BU

ILD

IN

G

PR

OJ

EC

T

SH

EE

T

U.S. Department of Justice Federal Bureau of Prisons

U.S. Medical Center for Federal Prisoners 1900 West Sunshine

Springfield, MO 65807

CONST. CONTRACT NO.

DELIVER ORDER NO.

A/E CONTRACT NO.

BUILDING NAME

ADDRESS

CITY, STATE, ZIP

BUILDING NO.

PROJECT TITLE

SUBMISSION STAGE

SUBMISSION DATE

DRAWN BY

CHECKED BY

FLOOR NO.

DISCIPLINE

PLAN TYPE

SHEET NUMBER

AND FILENAME

P R

O P

E R

T Y

O F

T H

E U

N

IT

E D

S T

A T

E S

G O

V E

R N

M E

N T

S E

N S

IT

IV

E B

U T

U N

C L

A S

S

IF

IE

D

P ro p e rl y d e s tr o y d o c u m e n ts m e d ia w h e n n o l o n g e r n e e d e d

DE

SI

GN

ER

ID

EN

TIF

IC

AT

IO

N

Medical Reference Laboratory

Springfield, Missouri, 65807

Final Construction Documents

06/24/2015

Wallace Engineering - Structural Consultants, Inc.

Professional Engineering Corporation Missouri Certificate of Aurthorization #001268

SPG PROJECT 4B2J

/2

/2

:1 :0

P

M

S000

Construct Medical Reference Lab

JJM

DLS

1900 West Sunshine

GENERAL NOTES

DESIGN PARAMETERS

1. BUILDING CODE IBC 2012

RISK CATEGORY II

2. LIVE LOADS

A. ROOF 20 PSF

3. ROOF SNOW LOAD

A. GROUND SNOW LOAD, Pg 20 PSF

B. FLAT ROOF SNOW LOAD, Pf 20 PSF

C. SNOW EXPOSURE FACTOR, Ce 1.0

D. SNOW LOAD IMPORTANCE FACTOR, I 1.0

E. THERMAL FACTOR, Ct 1.0

4. WIND DESIGN DATA

A. BASIC WIND SPEED (3 SECOND GUST), Vult 115 MPH

B. WIND EXPOSURE CATEGORY C

C. INTERNAL PRESSURE COEFFICIENT, GCpi +/- 0.18

D. DESIGN WIND PRESSURE ON COMPONENTS AND CLADDING (ASD)

1.) WALLS (200 SQUARE FEET EFFECTIVE WIND AREA)

END ZONES 15.1 PSF

INTERIOR ZONES 14.1 PSF

2.) PARAPETS (50 SQUARE FEET EFFECTIVE WIND AREA)

END ZONES 32.6 PSF

INTERIOR ZONES 32.6 PSF

3.) ROOF, ASD (NET UPLIFT)

CORNER ZONES 14.0 PSF

END ZONES 14.0 PSF

INTERIOR ZONES 11.1 PSF

E. WIDTH OF END ZONE 4.5 FT

5. EARTHQUAKE DESIGN DATA

A. SEISMIC IMPORTANCE FACTOR, Ie 1.0

B. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, Ss 0.193

C. MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETER, S1 0.103

D. SITE CLASS C

E. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETER, Sds 0.154

F. DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETER, Sd1 0.117

G. SEISMIC DESIGN CATEGORY B

H. STRUCTURAL SYSTEM

1.) BASIC SEISMIC FORCE-RESISTING SYSTEM TYPE BEARING WALL SYSTEM

2.) VERTICAL ELEMENT TYPE INTERMEDIATE REINFORCED

MASONRY SHEAR WALLS

3.) DESIGN BASE SHEAR, ASD 0.027 W

4.) RESPONSE MODIFICATION FACTOR, R 4

J. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

GENERAL NOTES

MASONRY

1. CONCRETE MASONRY UNITS SHALL MEET ASTM SPECIFICATION C90, GRADE N TYPE I BLOCK WITH A MINIMUM UNIT COMPRESSIVE STRENGTH = 2800 PSI. THE SPECIFIED DESIGN COMPRESSIVE STRENGTH OF THE CONCRETE MASONRY ASSEMBLY (f'm) SHALL BE 2000 PSI.

2. MORTAR SHALL MEET ASTM SPECIFICATION C270 FOR TYPE "S" MORTAR.

3. GROUT SHALL MEET ASTM SPECIFICTION C476 AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH

OF 2000 PSI.

4. GROUT PLACED BY THE LOW LIFT GROUTING METHOD SHALL BE MECHANICALLY CONSOLIDATED USING A VIBRATOR WITH A MAXIMUM 3/4 INCH DIAMETER HEAD. REFERENCE THE CONCRETE UNIT MASONRY

SPECIFICATION FOR HIGH LIFT GROUTING PROCEDURES.

5. HORIZONTAL JOINT REINFORCEMENT SHALL BE LADDER TYPE (REFERENCE THE CONCRETE UNIT MASONRY SPECIFICATION). JOINT REINFORCEMENT SHALL BE SPACED AT 8 INCHES ON CENTER BELOW

FINISHED FLOOR AND IN PARAPETS, AND 16 INCHES ON CENTER ABOVE FINISHED FLOOR.

6. CONCRETE MASONRY SHALL BE LAID IN RUNNING BOND.

7. CONCRETE MASONRY BELOW FINISHED FLOOR SHALL BE NORMAL WEIGHT UNITS AND SHALL HAVE ALL THE CELLS FULLY GROUTED. CONCRETE MASONRY ABOVE FINISHED FLOOR SHALL BE MEDIUM WEIGHT OR LIGHT WEIGHT AND IS TO BE GROUTED ONLY AT REINFORCED CELLS AND BOND BEAMS. ALL CELLS

WITH REINFORCING SHALL BE GROUTED SOLID.

8. REFER TO WALL SECTIONS AND DETAILS FOR MISCELLANEOUS BOND BEAM LOCATIONS AND EMBEDDED ITEMS. USE OPEN KNOCK OUT BOND BEAM BLOCK. DO NOT USE TROUGH TYPE BLOCKS FOR BOND

BEAMS. DO NOT CONTINUE BOND BEAM REINFORCING THROUGH CONTROL JOINTS.

9. REINFORCING STEEL SHALL MEET ASTM SPECIFICATION A615, GRADE 60.

10. ANCHORS INSTALLED IN GROUT FILLED CONCRETE MASONRY UNITS SHALL ONLY BE USED WHERE SPECIFIED IN THE CONTRACT DOCUMENTS . ANCHORS MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. USE HILTI HIT-HY 150 MAX ADHESIVE ANCHORING SYSTEM (OR HILTI HIT ICE ADHESIVE ANCHORING SYSTEM OR HILTI KWIK BOLT 3 EXPANSION ANCHOR). REFERENCE CONTRACT DOCUMENTS FOR ANCHOR SIZE AND EMBEDMENT. SUBSTITUTIONS TO

THE SPECIFIED ANCHORS MUST BE APPROVED BY THE ENGINEER-OF-RECORD.

11. CONSTRUCTION BRACING FOR MASONRY WALLS SHALL BE DESIGNED AND DETAILED BY A

PROFESSIONAL ENGINEER LICENSED IN THE STATE WHERE THE PROJECT IS LOCATED. MASONRY SUBMITTALS SHALL CONTAIN A LETTER, SEALED BY THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION, STATING DESIGN LOADS AND CRITERIA WHICH WERE USED IN BRACING DESIGN.

THE BRACING DESIGN DRAWINGS SHALL BE SIGNED AND SEALED BY THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION AND SHALL BE ISSUED TO…