657.313H.00.Volume 5.pdf
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- Solicitation number
- 36C10F20R0019
About this file
This document provides details for a federal contract solicitation for demolition and paving work at the Jefferson Barracks Division Campus of the St Louis VA Medical Center. The Department of Veterans Affairs, Office of Construction and Facilities Management is seeking proposals from CVE-verified Service-Disabled Veteran-Owned Small Businesses for project work including abatement and demolition of existing buildings, earthwork, site improvements, infrastructure installation and landscaping. The contract value is estimated between $10-20 million with a 530 calendar day period of performance. A pre-proposal conference will be held and proposals are due by May 29, 2020. Interested parties should monitor the FedBizOpps website for solicitation release and amendments. The point of contact for additional information is Krystal Glasper of the VA.
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Department of
Veterans Affairs
H ig hw ay
Koch Rd
Koch Rd Sout h E nt ra nc e
Jefferson Dr
E C ir c le
D r
M ill er S t
G ra v e s S t
Dugan St
J B
N a t'l
C e m
J B
N a t' l
C e m
JB
N at 'l
C em
Mississippi River
PROJECT SITE
TRUEPLAN
N o rth
E n tran ce
Drawing Title
Approved: Project Director
Project Title
Revisions
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
Dwg. ofNo.
Date
CONSULTANTS: ARCHITECT/ENGINEERS: Office of Construction and Facilities Management o n e e ig h th in c h o n e fo o t
B
A
E 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
VA FORM 08-6231
5 6 87
F
D
C
94321
5 6 87 94321
B
A
E
F
D
C
JEFFERSON BARRACKS DIVISION
TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM
168 N. MERAMEC AVENUE | ST. LOUIS, MISSOURI 63105
ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS
THE SEAL(S) AND SIGNATURE(S)
APPLY ONLY TO THE DOCUMENT TO
WHICH THEY ARE AFFIXED, AND WE
EXPRESSLY DISCLAIM ANY
RESPONSIBILITY FOR ALL OTHER
PLANS, SPECIFICATIONS,
ESTIMATES, REPORTS, OR OTHER
DOCUMENTS OR INSTRUMENTS
RELATING TO OR INTENDED TO BE
USED FOR ANY PART OF PARTS OF
THE PROJECT.
© COPYRIGHT 2019 CHRISTNER INC.
MECHANICAL/ELECTRICAL/PLUMBING/
TECHNOLOGY:
IMEG CORPORATION
#15 SUNNEN DRIVE, SUITE 104
ST. LOUIS, MO 63143
PHONE: (314) 645-1132
CIVIL ENGINEER:
STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.
257 CHESTERFIELD BUSINESS PARKWAY
CHESTERFIELD, MO 63005
PHONE: (636) 530-9100
ESTIMATING:
KWAME BUILDING GROUP, INC.
1204 WASHINGTON AVENUE, SUITE 200
ST. LOUIS, MO 63103
PHONE: (314) 862-5344
PRINTED ON ORIGINAL SIZE OF SHEET IS 30" X 42"
Department of Veterans Affairs
Date
CERTIFICATE OF
AUTHORITY: 000842
STRUCTURAL ENGINEER:
KPFF CONSULTING ENGINEERS
1630 DES PERES ROAD, SUITE 100
ST. LOUIS, MO 63131
PHONE: (314) 835-0524
6/25/2020 9:42:39 PM
CAMPUS DEMOLITION & PAVING
(FENCE)
29 OCTOBER 2012
657-313H
GI001-F
JLGCMU
COVER SHEET
CAMPUS DEMOLITION & PAVING
(FENCE)
VOLUME 5 OF 6
LOCATION MAP
Medical Facility Improvements and NCA Expansion VA Project 657-313H
DRAWING INDEX
COVER SHEET
GI001-F COVER SHEET 1 of 30
CIVIL
C-100-F CAMPUS PERIMETER FENCE SITE PLAN 13 of 30
LANDSCAPE ARCHITECTURE
LS401-F LARGE SCALE LANDSCAPE SITE HARDSCAPE PLAN 15 of 30
LS501-F SITE HARDSCAPE DETAILS 16 of 30
LS503-F SITE HARDSCAPE DETAILS 16.1 of 30
GENERAL
GC100 DIAGRAM FOR OVERALL CONSTRUCTION SEQUENCING 2 of 30
GC101 DIAGRAM FOR CONSTRUCTION SEQUENCING - SOUTH CAMPUS
AREA
2.1 of 30
GC102 OVERALL PROJECT BOUNDARY PLAN 2.2 of 30
GC103 SAMPLE CPM NETWORK 2.3 of 30
TECHNOLOGY
TNS000-F TECHNOLOGY COVER SHEET 24 of 30
TNS100-F PERIMETER FENCE - TECHNOLOGY PLAN 25 of 30
TNS101-F PERIMETER FENCE - TECHNOLOGY 26 of 30
TNS102-F PERIMETER FENCE - TECHNOLOGY 27 of 30
TNS103-F PERIMETER FENCE - TECHNOLOGY 28 of 30
TNS300-F TECHNOLOGY DETAILS AND RISER 29 of 30
ELECTRICAL
E-000-F ELECTRICAL SYMBOLS 19 of 30
ESP101-F SITE PLAN - POWER 20 of 30
ESP102-F SITE PLAN - POWER 21 of 30
ESP103-F SITE PLAN - POWER 22 of 30
SURVEY
V-100 SITE SURVEY COVER SHEET 3 of 30
V-101A SITE SURVEY BOUNDARY MAP 4 of 30
V-101B SITE SURVEY BOUNDARY MAP 5 of 30
V-102 SITE SURVEY 6 of 30
V-103 SITE SURVEY 7 of 30
V-104 SITE SURVEY 8 of 30
V-105 SITE SURVEY 9 of 30
V-106 SITE SURVEY 10 of 30
V-107 SITE SURVEY 11 of 30
V-108 SITE SURVEY SEWER INFORMATION 12 of 30
TECHNOLOGY ALTERNATE
TNSX104-F ALTERNATE 2 PERIMETER FENCE - TECHNOLOGY 30 of 30
CIVIL ALTERNATE
CX100-F ALTERNATE 2 CAMPUS PERIMETER FENCE SITE PLAN 14 of 30
ELECTRICAL ALTERNATE
ESPX104-F ALTERNATE 2 SITE PLAN - POWER 23 of 30
LANDSCAPE ARCHITECTURE ALTERNATE
LSX401-F ALTERNATE 2 LARGE SCALE LANDSCAPE SITE HARDSCAPE
PLAN
LSX502-F ALTERNATE 2 SITE HARDSCAPE DETAILS 18 of 30
SOUTH CAMPUS AREA
REFER TO SHEET GC101 FOR
SEQUENCING INFORMATION
WEST CAMPUS AREA
SEQUENCING OF WORK
WITHIN THE PROJECT
BOUNDARY TO BE AS
DETERMINED BY
CONTRACTOR AND APPROVED
BY RESIDENT ENGINEER
PERIMETER FENCE
SEQUENCE OF WORK AROUND
THE CAMPUS SHALL BE AS
DETERMINED BY
CONTRACTOR AND APPROVED
BY RESIDENT ENGINEER
N O
T I C
E
T
O
P
R O
C E
D
N
T P
GENERAL NOTES:
1. SEQUENCING THE PERFORMANCE OF ALL
WORK TO ACHIEVE CONTINUOUS AND
UNINTERRUPTED PROGRESS TO COMPLETE
THE ENTIRE WORK OF THE PROJECT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY. SUCH
SEQUENCING BY THE CONTRACTOR SHALL BE
SUBJECT TO THE APPROVAL OF THE
RESIDENT ENGINEER AND MEDICAL CENTER
DIRECTOR.
2. IT IS THE GOVERNMENT'S INTENT THAT THE
CONTRACTOR TAKE ADVANTAGE OF
REASONABLE OPPORTUNITIES FOR WORK TO
BE PERFORMED WITHIN TWO OR MORE
PROJECT BOUNDARY AREAS CONCURRENTLY.
SUBJECT TO CONSTRAINTS NOTED AND
MAINTAINING MEDICAL CENTER OPERATIONS,
CONCURRENT WORK COULD INCLUDE, BUT
NOT BE LIMITED TO, THE FOLLOWING:
A: PERFORMANCE OF ABATEMENT AND
DEMOLITION OF BUILDINGS 61 AND 63
CONCURRENT WITH PERFORMANCE OF WORK
IN THE SOUTH CAMPUS AREA.
B: PERFORMANCE OF PERIMETER FENCE
WORK IN CAMPUS AREAS NOT AFFECTED BY
THE SOUTH, NORTH OR WEST AREAS OF
WORK COULD OCCUR CONCURRENTLY WITH
WORK IN THE SOUTH, NORTH AND WEST
AREAS OF THE CAMPUS.
C: PERFORMANCE OF WEST CAMPUS
AREA WORK CONCURRENT WITH
PERFORMANCE OF NORTH CAMPUS AREA
WORK.
3. THE PRIMARY CONSTRAINTS FOR THE
START OF WORK WITHIN CERTAIN CAMPUS
AREAS ARE AS FOLLOWS:
A: START OF WORK IN THE NORTH
CAMPUS AREA IS CONTINGENT ON THE
MEDICAL CENTER VACATING BUILDINGS 61
AND 63 TO ALLOW FOR THEIR ABATEMENT
AND DEMOLITION.
B: START OF WORK IN THE WEST
CAMPUS AREA IS CONTINGENT ON
CONTRACTOR'S COMPLETION OF THE SOUTH
CAMPUS AREA WORK TO RESTORE MEDICAL
CENTER PARKING AND NO NEED TO MAINTAIN
THE WEST CAMPUS AREA FOR TEMPORARY
PARKING.
4. THE PERFORMANCE OF WORK IN MORE
THAN ONE CAMPUS AREA IS CONTINGENT ON
MAINTAINING MEDICAL CENTER OPERATIONS
ACROSS THE ENTIRE CAMPUS AND
MAINTAINING ONE ROUTE FOR VEHICULAR
ACCESS TO THE EAST SIDE OF THE CAMPUS
AT ALL TIMES.
5. THE CONTRACTOR'S PLAN FOR
SEQUENCING THE PERFORMANCE OF ALL
WORK IS SUBJECT TO THE APPROVAL OF THE
RESIDENT ENGINEER AND MEDICAL CENTER
DIRECTOR. IN THIS REGARD, THE
CONTRACTOR SHALL SUBMIT A PRELIMINARY
SEQUENCING PLAN AFTER CONTRACT AWARD
AND PRIOR TO NOTICE TO PROCEED.
CONTRACTOR'S FINAL SEQUENCING PLAN
SHALL BE SUBMITTED TO THE RESIDENT
ENGINEER NOT LATER THAN 30 CALENDAR
DAYS FOLLOWING NOTICE TO PROCEED
6. CONTRACTOR'S SEQUENCING PLAN
APPROVED BY THE RESIDENT ENGINEER
SHALL ESTABLISH THE BASIS FOR THE
CONTRACTOR'S CONSTRUCTION SCHEDULE.
THE CONTRACTOR'S SEQUENCING PLAN AND
CONSTRUCTION SCHEDULE SHALL NOT BE
MODIFIED EXCEPT BY RESIDENT ENGINEER
APPROVAL.
NORTH CAMPUS AREA
GENERAL CONSTRAINT:
MAINTAIN VEHICULAR ACCESS
ALONG EXISTING NORTH
ROADWAY DURING
PERFORMANCE OF WORK
SEQUENCE 1 AND 2
SEQUENCE 1
ABATEMENT AND DEMOLITION
OF BUILDING 61 AND 63
NOTE: ABATEMENT AND
DEMOLITION TO OCCUR
CONCURRENTLY WITH SOUTH
CAMPUS AREA WORK
SUBJECT TO BUILDING HAVING
BEEN VACATED BY THE
MEDICAL CENTER
SEQUENCE 2
STORM SEWER
STRUCTURES 1 TO 7 AND 9 TO
EX1
WATER
INSTALL NEW 8" LINE ALONG
RELOCATED GRAVES STREET
FROM B53 LOADING DOCK TO
NORTH END OF B53
CONSTRAINT
SCHEDULE SHUTDOWNS WITH
RESIDENT ENGINEER PRIOR
TO CONNECTING NEW WATER
LINE TO EXISTING
DEMO EXISTING UTILITIES
SITE GRADING
ELECTRICAL UNDERGROUND
UTILITIES FOR RE TRAILER
SUBGRADE AND BASE,
BIO-RETENTION
CURB/GUTTER, SIDEWALKS,
SITE LIGHTING
FINAL LIGHTING
FINAL PAVEMENT
LANDSCAPE
SEQUENCE 3
RELOCATE AND REMOVE RE
TRAILERS
REMOVE EXISTING NORTH
ROADWAY AND EXISTING
TRAILER SITE
FINAL GRADING
CONSTRAINT 1:
START OF WORK IS
CONTINGENT ON
CONTRACTOR'S COMPLETION
OF ALL WORK IN SOUTH
CAMPUS AREA AND MEDICAL
CENTRAL NO LONGER
NEEDING WEST CAMPUS AREA
FOR TEMPORARY PARKING
CONSTRAINT 2:
CONTRACTOR SHALL
MAINTAIN ONE LANE OF
JEFFERSON DRIVE OPEN TO
VEHICULAR TRAFFIC DURING
PERFORMANCE OF THE WORK
CONSTRAINT 3:
CONTRACTOR SHALL
MAINTAIN ACCESS TO NORTH
AND SOUTH ENTRANCE
DRIVES DURING
PERFORMANCE OF THE
WORK. IF TEMPORARY
SHUTDOWN OF DRIVES
CANNOT BE AVOIDED, ONLY
ONE DRIVE SHALL BE SHUT
DOWN AT ANY GIVEN TIME
MANDATORY CONTRACT
REQUIREMENT:
AS INDICATED ON SHEET
GC102, CONTRACTOR SHALL
SEQUENCE THE WORK TO
COMPLETE THE FENCE ALONG
THE NORTH AND EAST SIDES
OF THE CAMPUS AS PART OF
THE NORTH CAMPUS WORK
CONSTRAINT 1:
FOR GATE INSTALLATIONS AT
THE NORTH AND SOUTH
CAMPUS ENTRANCES,
CONTRACTOR SHALL
MAINTAIN CAMPUS ACCESS
THROUGH ONE ENTRANCE AT
ALL TIMES.
CONSTRAINT 2:
INSTALLATION OF THE NORTH
AND SOUTH CAMPUS
ENTRANCE GATES IS
CONTINGENT ON JEFFERSON
DRIVE BEING OPEN FOR
TWO-WAY TRAFFIC FLOW
7. PLAN WORK TO MAINTAIN EMERGENCY
EGRESS FROM ALL EXISTING BUILDINGS AT
ALL TIMES. COORDINATE EXIT LOCATIONS FOR
EACH BUILDING WITH RESIDENT ENGINEER
AND MEDICAL CENTER.
8. MAINTAIN AT LEAST ONE MEANS OF
PEDESTRIAN AND VEHICULAR ACCESS TO
EACH BUILDING AT ALL TIMES FOR MEDICAL
CENTER OPERATIONS AND EMERGENCY
VEHICLES.
9. PROVIDE TEMPORARY CONCRETE
WALKWAYS WHERE REQUIRED WHEN
EXISTING WALKWAYS AND BUILDING
ENTRANCES OR EXITS ARE IMPACTED BY
CONSTRUCTION. REMOVE TEMPORARY
WALKWAYS WHEN EXISTING WALKWAYS ARE
RESTORED FOR USE OR NEW WALKWAYS ARE
CONSTRUCTED AND AVAILABLE FOR USE.
10. PROVIDE AND MAINTAIN TEMPORARY
SIGNAGE, BARRICADES, TRENCH COVERS,
ETC. TO RE-DIRECT TRAFFIC FLOW, PARKING,
ETC. INCLUDING PEDESTRIAN TRAFFIC.
11. WORK THAT CANNOT BE PERFORMED SO
AS TO MAINTAIN MEDICAL CENTER
OPERATIONS, EMERGENCY VEHICLE ACCESS,
ETC. SHALL BE SCHEDULED WITH THE
RESIDENT ENGINEER AND MEDICAL CENTER
AS APPROVED SHUT DOWNS OR PERFORMED
DURING OTHER THAN NORMAL WORK HOURS
TO MAINTAIN NORMAL MEDICAL CENTER
WORK HOUR OPERATIONS.
12. PORTIONS OF EXISTING STORM AND
SANITARY SEWERS THAT NEED TO REMAIN IN
PLACE AND ACTIVE, PRIOR TO THE
COMPLETION OF RE-ROUTING THE ENTIRE
UTILITY SERVICE, SHALL BE TEMPORARILY
CONNECTED TO THEIR NEW CONSTRUCTION
OR BY-PASS PUMP TO THEIR NEW
CONSTRUCTION FOR THE DURATION THE
EXISTING PORTIONS HAVE TO REMAIN IN
PLACE AND ACTIVE.
13. ALL MAJOR UTILITY SHUTDOWNS
REQUIRED TO CONNECT NEW UTILITY
SERVICES SHALL BE COORDINATED WITH THE
RESIDENT ENGINEER NOT LESS THAN FIFTEEN
(15) CALENDAR DAYS PRIOR TO THE
SHUTDOWN OCCURRING. CONTRACTOR
SHALL COORDINATE ALL REQUIRED UTILITY
SHUTDOWNS WITH THE RESIDENT ENGINEER
TO ESTABLISH THOSE WHICH REQUIRE 15
CALENDAR DAYS NOTICE PRIOR TO WORK
BEING PERFORMED.
14. CONTRACTOR TO MAINTAIN TRAFFIC FLOW
TO AND AROUND ALL EXISTING BUILDINGS
AND PARKING AT ALL TIMES FOR THE
DURATION OF THE PROJECT. TEMPORARY
DISRUPTIONS SHALL BE APPROVED BY THE
RESIDENT ENGINEER AND MEDICAL CENTER
PRIOR TO WORK BEING PERFORMED IN THE
VICINITY OF THESE BUILDINGS.
CONSTRUCTION DURATION
(530 CALENDAR DAYS)
NOTE: THIS DIAGRAM IS INTENDED TO SET FORTH THE GENERAL
SEQUENCING OF ALL WORK OF THE PROJECT. IT IS NOT INTENDED TO
DICTATE CONTRACTOR MEANS AND METHODS, BUT THE GENERAL
NOTES ARE INTENDED TO CONVEY THE ABILITY FOR THE CONTRACTOR
TO PERFORM WORK CONCURRENTLY AS APPROVED BY THE RESIDENT
ENGINEER.
Acoustical Ceiling Submittals
REFER TO GENERAL NOTE 2B
THIS SHEET
STEAM MANHOLE REPAIRS
REFER TO SHEET GC101 FOR
ADDITIONAL INFORMATION
DIAGRAM FOR OVERALL
CONSTRUCTION SEQUENCING
GC100
CMU/SBCMU
2 57 No. Date Revisions
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
CONSULTANTS:
JEFFERSON BARRACKS DIVISION
ARCHITECT: CAMPUS DEMOLITION &
PAVING
657-313H Office of
Construction and Facilities
Management o n e e i g h t h i n c h o n e f o o t
B
A
C
D
E
F t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
VA FORM 08-6231 PRINT DATE ORIGINAL SIZE OF THIS SHEET IS 30" X 42"
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM
168 N. MERAMEC AVENUE | ST. LOUIS, MISSOURI 63105
ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS
THE SEAL (S) AND SIGNATURE(S)
APPLY ONLY TO THE DOCUMENT TO
WHICH THEY ARE AFFIXED, AND WE
EXPRESSLY DISCLAIM ANY
RESPONSIBILITY FOR ALL OTHER
PLANS, SPECIFICATIONS,
ESTIMATES, REPORTS, OR OTHER
DOCUMENTS OR INSTRUMENTS
RELATING TO OR INTENDED TO BE
USED FOR ANY PART OF PARTS OF
THE PROJECT.
© COPYRIGHT 2019 CHRISTNER INC.
CERTIFICATE OF
AUTHORITY: 2011014429
MECHANICAL/ELECTRICAL/PLUMBING/
TECHNOLOGY:
IMEG CORPORATION
#15 SUNNEN DRIVE, SUITE 104
ST. LOUIS, MO 63143
PHONE: (314) 645-1132
CIVIL ENGINEER:
STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.
257 CHESTERFIELD BUSINESS PARKWAY
CHESTERFIELD, MO 63005
PHONE: (636) 530-9100
ESTIMATING:
KWAME BUILDING GROUP, INC.
1204 WASHINGTON AVENUE, SUITE 200
ST. LOUIS, MO 63103
PHONE: (314) 862 5344
HAZARDOUS MATERIALS:
ALTEC ENVIRONMENTAL
CONSULTING, INC.
P.O. BOX 17867
SHREVEPORT, LA 71138-0867
PHONE: (318) 687-3771
STRUCTURAL ENGINEER:
KPFF CONSULTING ENGINEERS
1630 DES PERES ROAD SUITE 100
ST. LOUIS, MO 63131
PHONE: (314) 835-0524
ofDwg.
29 OCTOBER 2012
SEQUENCE 1B
REMOVE SITE LIGHTING
DEMO EXISTING PAVING
SEQUENCE 1C
STORM SEWER
MH-1 TO MH-4
MH-2 TO INLET 9, MH-11
MH-4 TO INLET 12
DEMO EXISTING UTILITIES
SEQUENCE 1E
ELECTRICAL AND
TECHNOLOGY UNDERGROUND
SERVICES
RETAINING WALL
SITE GRADING
SUBGRADE AND BASE
SEQUENCE 1F
CURB/GUTTER, SIDEWALKS,
SITE LIGHTING
FINAL PAVING
ENERGENCY CALL STATIONS
AND ACCESS CONTROL GATES
LANDSCAPING AND
BIO-RETENTION
SEQUENCE 1G
FINAL INSPECTION AND
ACCEPTANCE
SEQUENCE 3A
REMOVE SITE LIGHTING AT
B-25 AND REPLACE WITH NEW
N O
T I C
E
T
O
P
R O
C E
T P
CONSTRAINT
TURN OVER SEQUENCE 1 TO
MEDICAL CENTER PRIOR TO
STARTING SEQUENCE 2
CONSTRAINT
SCHEDULE SHUTDOWNS WITH
RESIDENT ENGINEER PRIOR
TO CONNECTING NEW WATER
LINES TO EXISTING AND B2
SEQUENCE 2E
SITE GRADING
ELECTRICAL AND
TECHNOLOGY UNDERGROUND
SERVICES
SUBGRADE AND BASE
SEQUENCE 2F
CURB/GUTTER, SIDEWALKS,
SITE LIGHTING
FINAL PAVING
EMERGENCY CALL STATIONS
LANDSCAPING AND
BIO-RETENTION
SEQUENCE 2G
FINAL INSPECTION AND
ACCEPTANCE
CONSTRAINT
TURN OVER SEQUENCE 2 TO
MEDICAL CENTER PRIOR TO
STARTING SEQUENCE 3
SEQUENCE 3B
REMOVE EXISTING SITE
LIGHTING
DEMO EXISTING PAVING AND
ELECTRICAL
ELECTRICAL UNDERGROUND
SERVICE
SUBGRADE AND BASE
CURB/GUTTER, SIDEWALKS,
SITE LIGHTING
FINAL PAVING
LANDSCAPING
CONSTRAINT
RE-ROUTE TRAFFIC FLOW TO
MAINTAIN ACCESS FROM
JEFFERSON DRIVE TO GRAVES
STREET
COORDINATE RE-ROUTING OF
ACCESS TO B-1 WITH
RESIDENT ENGINEER AND
MEDICAL CENTER. ESTABLISH
A TEMPORARY
DROP-OFF/PICK UP LOCATION
FOR PATIENTS
SEQUENCE 3C
FINAL INSPECTION AND
ACCEPTANCE
GENERAL NOTES - STEAM MANHOLE REPAIRS:
1. REFER TO THE CAMPUS STEAM SYSTEM
MANHOLE REPAIR DRAWINGS FOR
ADDITIONAL INFORMATION.
2. STEAM SYSTEM INTERRUPTIONS AND
MANHOLE ACCESS FOR PERFORMANCE
OF THE MANHOLE REPAIR WORK IS
SEASON AND TEMPERATURE DEPENDENT
AND SUBJECT TO THE APPROVAL OF THE
RESIDENT ENGINEER AND MEDICAL
CENTER AT ALL TIMES. THE MEDICAL
CENTER'S OPERATIONS AND NEED FOR
THE STEAM SYSTEM TO BE OPERATIONAL
SHALL TAKE PRECEDENCE AND DICTATE
WHEN THE STEAM SYSTEM CAN BE SHUT
DOWN FOR THE MANHOLE REPAIR WORK
TO BE PERFORMED. ALL STEAM SYSTEM
SHUTDOWNS SHALL BE SCHEDULED WITH
THE RESIDENT ENGINEER AND MEDICAL
CENTER NOT LATER THAN TEN (10) WORK
DAYS PRIOR TO WHEN THE CONTRACTOR
NEEDS THE STEAM SYSTEM SHUT DOWN.
FAILURE OF THE CONTRACTOR TO
SCHEDULE SHUTDOWNS IN ADVANCE
SHALL NOT ENTITLE THE CONTRACTOR TO
ADDITIONAL COMPENSATION OR AN
EXTENSION OF CONTRACT TIME.
3. THE CONTRACTOR SHALL COMMENCE
PERFORMANCE OF THE STEAM MANHOLE
REPAIR WORK UPON NOTICE TO PROCEED
AND SHALL COMPLETE AS MANY REPAIRS
AS CAN BE ACCOMPLISHED BY OCTOBER
15, 2020 AFTER WHICH THE GOVERNMENT
ANTICIPATES THAT STEAM SYSTEM
OPERATION CANNOT BE INTERRUPTED
DUE TO NEED FOR HEATING CAMPUS
FACILITIES. THOSE MANHOLE REPAIRS
NOT COMPLETED PRIOR TO THIS DATE
SHALL BE COMPLETED AT THE EARLIEST
OPPORTUNITY AFFORDED BY MEDICAL
CENTER OPERATIONS AND DAILY
TEMPERATURES FORECASTED TO REMAIN
ABOVE 55 DEGREES FAHRENHEIT
THROUGHOUT ANY REQUIRED STEAM
OUTAGES NECESSARY TO FACILITATE
WORK. CONTRACTOR SHALL ANTICIPATE
THAT COMPLETION OF ALL MANHOLE
REPAIRS MAY BE INTERRUPTED AND HAVE
TO BE POSTPONED DUE TO SEASONAL
AND TEMPERATURE DEMAND FOR THE
STEAM SYSTEM TO BE OPERATIONAL FOR
MEDICAL CENTER OPERATIONS.
4. AFTER CONTRACT AWARD AND NOT
LATER THAN FIVE (5) WORK DAYS AFTER
NOTICE TO PROCEED, CONTRACTOR
SHALL SUBMIT, FOR REVIEW AND
APPROVAL BY THE RESIDENT ENGINEER
AND MEDICAL CENTER, A SEQUENCING
AND SCHEDULING PLAN FOR
PERFORMANCE OF THE MANHOLE REPAIR
WORK. SUCH PLAN SHALL INCLUDE, BUT
NOT BE LIMITED TO, ESTABLISHING THE
FIRST MANHOLE TO BE REPAIRED AND
PROGRESSION OF THE REPAIR WORK BY
MANHOLE AROUND THE CAMPUS; DATES
WHEN STEAM SYSTEM SHUTDOWNS NEED
TO OCCUR FOR EACH MANHOLE TO BE
REPAIRED; MANHOLE SHUTDOWNS
REQUIRED TO ISOLATE A SPECIFIC
MANHOLE FOR PERFORMANCE OF THE
REPAIR WORK; DURATION FOR
PERFORMANCE OF THE REPAIR WORK IN
EACH MANHOLE; DATES OR PERIOD OF
TIME WHEN THE STEAM SYSTEM CAN BE
RE-ENERGIZED FOR OPERATION; AND ANY
OTHER DEFINITIVE AND SPECIFIC
INFORMATION REQUIRED BY THE
RESIDENT ENGINEER OR MEDICAL
CENTER FOR SEQUENCING AND
SCHEDULING THE PERFORMANCE OF ALL
MANHOLE REPAIR WORK. CONTRACTOR'S
SEQUENCING AND SCHEDULING PLAN
SHALL ACCOUNT FOR A REASONABLE
AMOUNT OF FLOAT TIME IN ANTICIPATION
OF UNEXPECTED DELAYS DUE TO
INCLEMENT WEATHER OR OTHER CAUSE
FOR DELAY THAT CAN BE ANTICIPATED BY
THE CONTRACTOR TO OCCUR, INCLUDING
POSTPONEMENT OF WORK DUE TO
SEASONAL DEMAND FOR THE STEAM
SYSTEM TO BE OPERATIONAL.
CONTRACTOR SHALL NOT BE ENTITLED
TO ADDITIONAL COMPENSATION OR AN
EXTENSION OF CONTRACT TIME IF
REASONABLE FLOAT TIME IS NOT
INCLUDED IN THE CONTRACTOR'S
SEQUENCING AND SCHEDULING PLAN.
CONTRACTOR'S SEQUENCING AND
SCHEDULING PLAN SHALL BE
PERIODICALLY UPDATED BY THE
CONTRACTOR AS REQUIRED BY THE
RESIDENT ENGINEER.
5. UPON COMPLETION OF REPAIRS IN EACH
MANHOLE AND UPON COMPLETION OF
REPAIRS IN ALL MANHOLES, CONTRACTOR
SHALL REQUEST OF THE RESIDENT
ENGINEER AND MEDICAL CENTER THAT
THE STEAM SYSTEM BE RE-ENERGIZED TO
TEST THE REPAIRS MADE. SUCH TESTING
SHALL BE WITNESSED BY THE RESIDENT
ENGINEER, MEDICAL CENTER AND
CONTRACTOR AND DEFICIENCIES
OBSERVED SHALL BE NOTED TO BE
REPAIRED BY THE CONTRACTOR AND AT
THE CONTRACTOR'S EXPENSE PRIOR TO
ACCEPTANCE OF ALL MANHOLE REPAIRS
BY THE GOVERNMENT. CONTRACTOR
SHALL WARRANTY THE MANHOLE REPAIR
WORK FOR A PERIOD OF TIME THAT
COVERS FULL OPERATION OF THE STEAM
SYSTEM OVER TWO (2) HEATING SEASON
PERIODS AFTER ACCEPTANCE OF ALL
MANHOLE REPAIR WORK BY THE
GOVERNMENT.
SEQUENCE 1A
INSTALL NEW 8" WATER LINE
BEHIND B2 AND B18 AND
RESTORE EXISTING
CONDITIONS
CONSTRAINT
SCHEDULE SHUTDOWNS WITH
RESIDENT ENGINEER PRIOR
TO CONNECTING NEW LINE TO
EXISTING LINES AND B2 AND
B18
SEQUENCE 1D
CONSTRUCT MH-S19 AND
INSTALL HPS PIPING SOUTH
TO JUST OUTSIDE B18
INSTALL HPS PIPING FROM
MH-S19 TO JUST OUTSIDE B3
EXTEND HPS PIPING NORTH
FROM MH-S19 AND CAP FOR
EXTENDING IN SEQUENCE 2
CONSTRAINT
NEW HPS CONNECTIONS TO
B3 AND B18 CANNOT OCCUR
UNTIL HPS PIPING IS
COMPLETE IN MH-S6 DURING
SEQUENCE 2
SEQUENCE 2B
EXTEND HPS PIPING FROM
MH-S19 TO MH-S6
MAKE HPS CONNECTIONS IN
MH-S6, MH-S19, AT B3 AND B18
CONSTRAINT
ALL HPS CONNECTIONS HAVE
TO OCCUR CONCURRENTLY
ALL HPS CONNECTIONS TO BE
PERFORMED DURING WARM
WEATHER CONDITIONS AS
DETERMINED BY RESIDENT
ENGINEER
SCHEDULE SHUTDOWN WITH
RESIDENT ENGINEER PRIOR
TO MAKING CONNECTIONS.
SEQUENCE 2C
CONSTRUCT MH-S20 AND
INSTALL HPS PIPING FROM
MH-S6 TO JUST OUTSIDE B1
AND B24
MAKE CONNECTION IN MH-S6,
AT B1 AND AT B24
CONSTRAINT
ALL HPS CONNECTIONS HAVE
TO OCCUR CONCURRENTLY
ALL HPS CONNECTIONS TO BE
PERFORMED DURING WARM
WEATHER CONDITIONS AS
DETERMINED BY RESIDENT
ENGINEER
SCHEDULE SHUTDOWNS WITH
RESIDENT ENGINEER PRIOR
TO MAKING HPS
CONNECTIONS.
SEQUENCE 2A
REMOVE SITE LIGHTING
DEMO EXISTING PAVING
SEQUENCE 2D
STORM SEWER
MH-4 TO MH-5
MH-5 TO INLET 6, INLET 7
MH-5 TO INLET 10
INLET 8 TO INLET EX-1
WATER
INSTALL NEW 8" LINE EAST TO
WEST INCLUDING NEW FIRE
HYDRANTS AND CONNECTION
TO B2
INSTALL NEW 8" LINE ON EAST
SIDE WEST OF FISCHER
HOUSE
STEAM MANHOLE REPAIRS
REFER TO CAMPUS STEAM
SYSTEM MANHOLE REPAIR
DRAWINGS FOR ADDITIONAL
INFORMATION
REFER TO GENERAL NOTES
THIS SHEET
DIAGRAM FOR CONSTRUCTION
SEQUENCING - SOUTH CAMPUS AREA
GC101
CMU/SBCMU
2 57 No. Date Revisions
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
CONSULTANTS:
JEFFERSON BARRACKS DIVISION
ARCHITECT: CAMPUS DEMOLITION &
PAVING
657-313H Office of
Construction and Facilities
Management o n e e i g h t h i n c h o n e f o o t
B
A
C
D
E
F t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
VA FORM 08-6231 PRINT DATE ORIGINAL SIZE OF THIS SHEET IS 30" X 42"
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM
168 N. MERAMEC AVENUE | ST. LOUIS, MISSOURI 63105
ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS
THE SEAL (S) AND SIGNATURE(S)
APPLY ONLY TO THE DOCUMENT TO
WHICH THEY ARE AFFIXED, AND WE
EXPRESSLY DISCLAIM ANY
RESPONSIBILITY FOR ALL OTHER
PLANS, SPECIFICATIONS,
ESTIMATES, REPORTS, OR OTHER
DOCUMENTS OR INSTRUMENTS
RELATING TO OR INTENDED TO BE
USED FOR ANY PART OF PARTS OF
THE PROJECT.
© COPYRIGHT 2019 CHRISTNER INC.
CERTIFICATE OF
AUTHORITY: 2011014429
MECHANICAL/ELECTRICAL/PLUMBING/
TECHNOLOGY:
IMEG CORPORATION
#15 SUNNEN DRIVE, SUITE 104
ST. LOUIS, MO 63143
PHONE: (314) 645-1132
CIVIL ENGINEER:
STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.
257 CHESTERFIELD BUSINESS PARKWAY
CHESTERFIELD, MO 63005
PHONE: (636) 530-9100
ESTIMATING:
KWAME BUILDING GROUP, INC.
1204 WASHINGTON AVENUE, SUITE 200
ST. LOUIS, MO 63103
PHONE: (314) 862 5344
HAZARDOUS MATERIALS:
ALTEC ENVIRONMENTAL
CONSULTING, INC.
P.O. BOX 17867
SHREVEPORT, LA 71138-0867
PHONE: (318) 687-3771
STRUCTURAL ENGINEER:
KPFF CONSULTING ENGINEERS
1630 DES PERES ROAD SUITE 100
ST. LOUIS, MO 63131
PHONE: (314) 835-0524
ofDwg.
29 OCTOBER 2012
CONSTRUCTION
ENTRANCE
WEST CAMPUS
PROJECT
BOUNDARY
CURRENT
CONSTRUCTION
UNDER SEPARATE
CONTRACT
NORTH CAMPUS
PROJECT BOUNDARY
PORTION OF PERIMETER FENCE TO
BE COMPLETED WITH NORTH
CAMPUS (REFER TO CIVIL DRAWINGS
FOR REMAINDER OF FENCE WORK)
CONTRACTOR'S
STAGING AREA
(TO BE RESTORED BY
CONTRACTOR UPON
COMPLETION OF ALL
WORK)
CURRENT
CONSTRUCTION UNDER
SEPARATE CONTRACT
SEQUENCE 3
SEQUENCE 2
SEQUENCE 1
SOUTH CAMPUS
PROJECT
BOUNDARY
SEQUENCE 3
SEQUENCE 2
SEQUENCE 1
CEMETERY PROPERTY
(CONSTRUCTION UNDER
SEPARATE CONTRACT)
PORTION OF
PERIMETER FENCE
TO BE COMPLETED
WITH NORTH
CAMPUS (REFER TO
CIVIL DRAWINGS
FOR REMAINDER OF
FENCE WORK)
REFER TO CIVIL DRAWINGS
FOR ROUTING OF NEW
PERIMETER FENCE
START
FENCE
WORK
LEGEND
EXISTING BUILDING
PROPERTY LINE
BUILDING NUMBER
PROJECT BOUNDARY
PLAN TRUE
No. Date Revisions
Drawing Title
Approved: Project Director
Project Title
Date
Location
Checked
Building Number
Project Number
Drawing Number
Drawn
CONSULTANTS:
JEFFERSON BARRACKS DIVISION
ARCHITECT: CAMPUS DEMOLITION & PAVING 657-313H Office of
Construction and Facilities
Management o n e e i g h t h i n c h o n e f o o t
B
A
C
D
E
F t h r e e i n c h e s o n e f o o t o n e a n d o n e h a l f i n c h e s o n e f o o t o n e i n c h o n e f o o t t h r e e q u a r t e r s i n c h o n e f o o t o n e h a l f i n c h o n e f o o t t h r e e e i g h t h s i n c h o n e f o o t o n e q u a r t e r i n c h o n e f o o t
VA FORM 08-6231 PRINT DATE ORIGINAL SIZE OF THIS SHEET IS 30" X 42"
1 2 3 4 5 6 87 9
F
E
D
C
B
A
97 8654321
TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM
168 N. MERAMEC AVENUE | ST. LOUIS, MISSOURI 63105
ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS
THE SEAL (S) AND SIGNATURE(S)
APPLY ONLY TO THE DOCUMENT TO
WHICH THEY ARE AFFIXED, AND WE
EXPRESSLY DISCLAIM ANY
RESPONSIBILITY FOR ALL OTHER
PLANS, SPECIFICATIONS,
ESTIMATES, REPORTS, OR OTHER
DOCUMENTS OR INSTRUMENTS
RELATING TO OR INTENDED TO BE
USED FOR ANY PART OF PARTS OF
THE PROJECT.
© COPYRIGHT 2019 CHRISTNER INC.
CERTIFICATE OF
AUTHORITY: 2011014429
MECHANICAL/ELECTRICAL/PLUMBING/
TECHNOLOGY:
IMEG CORPORATION
#15 SUNNEN DRIVE, SUITE 104
ST. LOUIS, MO 63143
PHONE: (314) 645-1132
CIVIL ENGINEER:
STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.
257 CHESTERFIELD BUSINESS PARKWAY
CHESTERFIELD, MO 63005
PHONE: (636) 530-9100
ESTIMATING:
KWAME BUILDING GROUP, INC.
1204 WASHINGTON AVENUE, SUITE 200
ST. LOUIS, MO 63103
PHONE: (314) 862 5344
HAZARDOUS MATERIALS:
ALTEC ENVIRONMENTAL
CONSULTING, INC.
P.O. BOX 17867
SHREVEPORT, LA 71138-0867
PHONE: (318) 687-3771
STRUCTURAL ENGINEER:
KPFF CONSULTING ENGINEERS
1630 DES PERES ROAD SUITE 100
ST. LOUIS, MO 63131
PHONE: (314) 835-0524
OVERALL PROJECT BOUNDARY PLAN
GC102
CMU/SBCMU29 OCTOBER 2012
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NORTH GATE ENTRANCE DRIVE
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KOCH ROAD
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SOUTH GATE ENTRANCE DRIVE
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JEFFERSON DRIVE
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1CC
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EXISTING TRAILER
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BUS STOP
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SHELTER
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J
F
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SITE SURVEY
COVER SHEET
V-100
J.K.D.M.E.
Dwg. 3 of 30
ADDITIONAL SURVEY ADDED IN RAVINE
01/06/2010
ADDITIONAL SURVEY ADDED IN FIELD TOPO AREAS
03/03/2010
ARCHITECTS | DESIGNERS | PLANNERS | LANDSCAPE ARCHITECTS
168 N. MEREMAC AVENUE | ST. LOUIS | MISSOURI 63105
TEL 314 725 2927 | FAX 314 725 2928 | CHRISTNERINC.COM
Office of
Construction and Facilities
Management
ARCHITECT:
JEFFERSON BARRACKS DIVISION
CONSULTANTS:
DateRevisions:
Drawn
Drawing Number
Project Number
Building Number
Checked
Location
Date
Project Title
Approved: Project Director
Drawing Title
29 OCTOBER 2012
ADDITIONAL SURVEY ADDED IN FIELD TOPO AREAS
02/20/2012
657-313H
THE SEAL (S) AND SIGNATURE(S)
APPLY ONLY TO THE DOCUMENT TO
WHICH THEY ARE AFFIXED, AND WE
EXPRESSLY DISCLAIM ANY
RESPONSIBILITY FOR ALL OTHER
PLANS, SPECIFICATIONS, ESTIMATES,
REPORTS, OR OTHER DOCUMENTS OR
INSTRUMENTS RELATING TO OR
INTENDED TO BE USED FOR ANY
PART OF PARTS OF THE PROJECT.
© COPYRIGHT 2019 CHRISTNER INC.
ESTIMATING:
KWAME BUILDING GROUP, INC.
1204 WASHINGTON AVENUE, SUITE 200
ST. LOUIS, MO 63103
PHONE: (314) 862-5344
CIVIL ENGINEER:
STOCK & ASSOCIATES CONSULTING ENGINEERS, INC.
257 CHESTERFIELD BUSINESS PARKWAY
CHESTERFIELD, MO 63005
PHONE: (636) 530-9100
MECHANICAL/ELECTRICAL/PLUMBING/
TECHNOLOGY:
IMEG CORPORATION
#15 SUNNEN DRIVE, SUITE 104
ST. LOUIS, MO 63143
PHONE: (314) 645-1132
CAMPUS DEMOLITION & PAVING
(FENCE)
29 OCTOBER 2012
STRUCTURAL ENGINEER:
KPFF CONSULTING ENGINEERS
1630 DES PERES ROAD, SUITE 100
ST. LOUIS, MO 63131
PHONE: (314) 835-0524
UNITED STATES VETERANS HOSPITAL
SITE BENCHMARK
ST. LOUIS COUNTY, MISSOURI
LOCATED IN FRACTIONAL SECTION 6, TOWNSHIP 44 NORTH, RANGE 7 EAST OF THE 5TH PRINCIPAL MERIDIAN
PREPARED FOR:
A TRACT OF LAND BEING
U.S.G.S. BENCHMARK
ABBREVIATIONS
LEGEND
M
I
S
S
O
U
R
I
I
L
L
I
N
O
I
S
SITE
AERIAL LEGEND
SHEET V-102
SHEET V-103 SHEET V-104
SHEET V-105 SHEET V-106
SHEET V-107
Property Description 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.
THE AREA NORTH AND EAST
OF THIS LINE HAS NOT BEEN
FIELD SURVEYED. THE INFORMATION
IS FROM AERIAL SURVEY ONLY.
SHEET V-101A
SHEET V-101B
STATEMENT OF STATE PLANE COORDINATE TIE:
STATION: SL-82
NORTH (Y) = 965,171.290
EAST (X) = 882,610.655
NOTE: ALL STATE PLANE COORDINATES ARE IN FEET.
STATION: SL-82, ADJUSTMENT DATE: February 2007
Station SL-82 to Azimuth Mark SL-82A - Grid Azimuth = 340 Degrees 06 Minutes 33 Seconds.
The Missouri Coordinate System of 1983 East Zone Coordinate Values reported hereon were determined based upon a field traverse using a Trimble 5600 Total Station and Trimble 4800 GPS receivers, and that in my professional opinion, as a land surveyor registered in the State of Missouri, the reported State Plane Coordinates meet the current Missouri Minimum Standards for Property Boundary Surveys (20 CSR 2030-16).
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4 MOTORCYCLE
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PARKING SPOTS
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12" CONC. WALL
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72" CLF
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UNDERGROUND
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TANK FILL CAPS
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NO PARKING
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84" CHAINLINK FENCE
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SATELLITE
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DISH
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72" CLF
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72" CLF
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CONC. WALL
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BWW
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72" CLF
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BWW
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BWW
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CONC. WALL
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8' CLF
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60" WROUGHT
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IRON FENCE
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72" CLF
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72" CLF
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8' CLF
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72" CLF
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72" CLF
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8' CLF
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GUARD RAIL
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84" CLF
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72" CLF
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TIE
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WALL
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TIE
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WALL
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TIE
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WALL
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CONC. WALL
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CONC.
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PAD
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CONC.
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PAD
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CONC.
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CONC. WALL
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CONC. WALL
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AutoCAD SHX Text C.O.
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DRAIN
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DRAIN
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DRAIN
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DRAIN
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BENCHMARK
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ELEV.=525.34
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CONC.
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PAD
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BWW
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COLUMN
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(TYP.)
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COLUMN
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(TYP.)
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BWW
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BWW
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BWW
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BWW
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NO ACCESS
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TO COURTYARD ALLOWED
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AREA UNDER CONSTRUCTION
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CONC.
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ASPHALT
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BWW
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72" WROUGHT IRON FENCE
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4' CHAINLINK FENCE
AutoCAD SHX Text C.O.
AutoCAD SHX Text C.O.
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TELEPHONE
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BOX
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TELEPHONE
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BOX
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PROPANE TANKS
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ON CONC. PAD
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NO PARKING ZONE
AutoCAD SHX Text 3.46' E
AutoCAD SHX Text N/F
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STATE OF MISSOURI
AutoCAD SHX Text
DB2667 / PG367
AutoCAD SHX Text N/F
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STATE OF MISSOURI
AutoCAD SHX Text
MISSOURI HIGHWAY AND TRANSPORTATION COMMISSION
AutoCAD SHX Text N/F
AutoCAD SHX Text
MEHLVILLE SCHOOL DISTRICT R-9
AutoCAD SHX Text
DB5976 / PG432
AutoCAD SHX Text
DB 8322 / PG 818
AutoCAD SHX Text N/F
AutoCAD SHX Text
STATE OF MISSOURI
AutoCAD SHX Text
STATE HIGHWAY COMMISSION OF MISSOURI
AutoCAD SHX Text
DB 6374 / PG 1640
AutoCAD SHX Text
FND R/W MARKER
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FO
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FO
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FO
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FO
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FO
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FO
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FO
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FO
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FO
AutoCAD SHX Text 509.3
AutoCAD SHX Text 514.7
AutoCAD SHX Text 512.7
AutoCAD SHX Text 518.2
AutoCAD SHX Text 518.9
AutoCAD SHX Text 517.8
AutoCAD SHX Text 517.5
AutoCAD SHX Text 516.6
AutoCAD SHX Text 530.1
AutoCAD SHX Text 524.7
AutoCAD SHX Text 513.1
AutoCAD SHX Text 515.5
AutoCAD SHX Text 515.5
AutoCAD SHX Text 505.4
AutoCAD SHX Text 493.9
AutoCAD SHX Text 499.1
AutoCAD SHX Text 499.3
AutoCAD SHX Text 478.4
AutoCAD SHX Text 473.5
AutoCAD SHX Text 473.6
AutoCAD SHX Text 472.7
AutoCAD SHX Text 474.5
AutoCAD SHX Text 469.9
AutoCAD SHX Text 475.4
AutoCAD SHX Text 473.7
AutoCAD SHX Text 446.1
AutoCAD SHX Text 440.6
AutoCAD SHX Text 442.8
AutoCAD SHX Text 441.1
AutoCAD SHX Text 439.8
AutoCAD SHX Text 419.6
AutoCAD SHX Text 420.2
AutoCAD SHX Text 420.5
AutoCAD SHX Text 420.7
AutoCAD SHX Text 420.6
AutoCAD SHX Text 420.4
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AutoCAD SHX Text 420.5
AutoCAD SHX Text 420.5
AutoCAD SHX Text 420.1
AutoCAD SHX Text 419.9
AutoCAD SHX Text 419.9
AutoCAD SHX Text 380.4
AutoCAD SHX Text 385.7
AutoCAD SHX Text 504.5
AutoCAD SHX Text 518.9
AutoCAD SHX Text 517.9
AutoCAD SHX Text 500.4
AutoCAD SHX Text 520.1
AutoCAD SHX Text 526.5
AutoCAD SHX Text 526.7
AutoCAD SHX Text 501.5
AutoCAD SHX Text 500.4
AutoCAD SHX Text 504.6
AutoCAD SHX Text 502.5
AutoCAD SHX Text 491.9
AutoCAD SHX Text 489.9
AutoCAD SHX Text 491.5
AutoCAD SHX Text 487.8
AutoCAD SHX Text 487.5
AutoCAD SHX Text 480.2
AutoCAD SHX Text 479.3
AutoCAD SHX Text 481.3
AutoCAD SHX Text 467.9
AutoCAD SHX Text 492.5
AutoCAD SHX Text 510.1
AutoCAD SHX Text 509.8
AutoCAD SHX Text 509.8
AutoCAD SHX Text 510.2
AutoCAD SHX Text 509.6
AutoCAD SHX Text 492.4
AutoCAD SHX Text 491.5
AutoCAD SHX Text 496.3
AutoCAD SHX Text 530.8
AutoCAD SHX Text 539.3
AutoCAD SHX Text 532.3
AutoCAD SHX Text 528.6
AutoCAD SHX Text 531.2
AutoCAD SHX Text 530.6
AutoCAD SHX Text 528.4
AutoCAD SHX Text 529.2
AutoCAD SHX Text 528.2
AutoCAD SHX Text 527.9
AutoCAD SHX Text 525.4
AutoCAD SHX Text 522.7
AutoCAD SHX Text 519.5
AutoCAD SHX Text 515.9
AutoCAD SHX Text 509.9
AutoCAD SHX Text 510.5
AutoCAD SHX Text 506.5
AutoCAD SHX Text 513.7
AutoCAD SHX Text 511.9
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AutoCAD SHX Text 525.3
AutoCAD SHX Text 502.9
AutoCAD SHX Text 504.2
AutoCAD SHX Text 508.7
AutoCAD SHX Text 509.2
AutoCAD SHX Text 500.7
AutoCAD SHX Text 499.2
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AutoCAD SHX Text 452.3
AutoCAD SHX Text 501.3
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AutoCAD SHX Text 497.3
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AutoCAD SHX Text 503.5
AutoCAD SHX Text 526.1
AutoCAD SHX Text 523.6
AutoCAD SHX Text 492.5
AutoCAD SHX Text 504.7
AutoCAD SHX Text 524.9
AutoCAD SHX Text 509.1
AutoCAD SHX Text 527.9
AutoCAD SHX Text 459.4
AutoCAD SHX Text 524.5
AutoCAD SHX Text 510.7
AutoCAD SHX Text 512.3
AutoCAD SHX Text 507.8
AutoCAD SHX Text 473.4
AutoCAD SHX Text 497.5
AutoCAD SHX Text 502.2
AutoCAD SHX Text 503.2
AutoCAD SHX Text 499.7
AutoCAD SHX Text 497.7
AutoCAD SHX Text 511.5
AutoCAD SHX Text 513.0
AutoCAD SHX Text 513.0
AutoCAD SHX Text 532.6
AutoCAD SHX Text 531.4
AutoCAD SHX Text 489.3
AutoCAD SHX Text 489.6
AutoCAD SHX Text 457.0
AutoCAD SHX Text 529.4
AutoCAD SHX Text 501.3
AutoCAD SHX Text 526.7
AutoCAD SHX Text 508.7
AutoCAD SHX Text 511.1
AutoCAD SHX Text 506.8
AutoCAD SHX Text 496.9
AutoCAD SHX Text 500.7
AutoCAD SHX Text 506.5
AutoCAD SHX Text 514.9
AutoCAD SHX Text 526.0
AutoCAD SHX Text 513.8
AutoCAD SHX Text 509.8
AutoCAD SHX Text 506.1
AutoCAD SHX Text 498.7
AutoCAD SHX Text 505.4
AutoCAD SHX Text 509.5
AutoCAD SHX Text 495.3
AutoCAD SHX Text 495.1
AutoCAD SHX Text 496.6
AutoCAD SHX Text 513.2
AutoCAD SHX Text 518.5
AutoCAD SHX Text 505.1
AutoCAD SHX Text 502.6
AutoCAD SHX Text 482.4
AutoCAD SHX Text 475.1
AutoCAD SHX Text 464.9
AutoCAD SHX Text 492.4
AutoCAD SHX Text 516.5
AutoCAD SHX Text 517.1
AutoCAD SHX Text 503.4
AutoCAD SHX Text 526.1
AutoCAD SHX Text 526.2
AutoCAD SHX Text 526.8
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FND IRON ROD
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FND CONC. MON.
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FND R/W MARKER
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FND R/W MARKER
AutoCAD SHX Text
FND R/W MARKER
AutoCAD SHX Text N/F
AutoCAD SHX Text
STATE OF MISSOURI
AutoCAD SHX Text
DB2667 / PG367
AutoCAD SHX Text N/F
AutoCAD SHX Text
STATE OF MISSOURI
AutoCAD SHX Text
MISSOURI HIGHWAY AND TRANSPORTATION COMMISSION
AutoCAD SHX Text N/F
AutoCAD SHX Text
MEHLVILLE SCHOOL DISTRICT R-9
AutoCAD SHX Text
DB5976 / PG432
AutoCAD SHX Text
DB 8322 / PG 818
AutoCAD SHX Text N/F
AutoCAD SHX Text
STATE OF MISSOURI
AutoCAD SHX Text
STATE HIGHWAY COMMISSION OF MISSOURI
AutoCAD SHX Text
DB 6374 / PG 1640
AutoCAD SHX Text
FND RR SPIKE
AutoCAD SHX Text
MISSOURI PACIFIC RAILROAD
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