P&PD EXPANSION STUDY

• Document Type: CREST
• Collection: General CIA Records
• Document Number (FOIA) /ESDN (CREST): CIA-RDP88G01332R000800890005-2
• Release Decision: RIPPUB
• Original Classification: C
• Document Page Count: 89
• Document Creation Date: December 27, 2016
• Document Release Date: December 1, 2011
• Sequence Number: 5
• Publication Date: June 18, 1985
• Content Type: REPORT

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Rer WING AS1) TRANSMITTAL SLIP 14 JUL 1986
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5041-102 OPT
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DD A Fs imtr
PPD EXPANSION STUDY
SECTION I
rev 6/18/85
A. This report provides a comparison of seven variations
to add more space to the PUD building for office and computer
equipment; a summary of the schemes is in Table 1-1. A
discussion of factors and issues influencing expansion at PEIPD
is in Section II. Section III provides the time schedule of
activities necessary to build the expansion. Conclusions and
Recommendations are in Section IV. Detailed explanations of
the schemes and their estimates are found in the attachments to
Section V.
B. Purpose and Scope
The purpose of this study is to define the feasible
expansion at P&PD which could provide space for requirements
anticipated by the COMPUTER STUDY PANEL in their report of 15
February 1985, and to provide some additional office space on
the compound beyond that amount to be made available by 1988.
page 1
L'h 1L-; u
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1r5-17,7:,
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Alternative
Number Approach
STAT 1
One story addition
above existing
2 Two story addition
above existing
3 Two story addition
adjacent to
existing
4 Two story addition
above plus two
story addition
adjacent
Two story addition
above plus four
story addition
adjacent
6 Separate New
Building
7 One story addition
above plus three
story addition
adjacent
Computer
Space (SF)
34,000
4.000 UPS
6,600
2,200 UPS
50,000
5,000 UPS
50,000
5,000 UPS
50,008
5.000 UPS
58,808
5,880 UPS
2.288 UPS
TABLE 1-1
COST AND SCHEDULE SUMMARY
Office
Space (SF)
Total
Net SF
? 4,800
42,800*
68.000
76,800*
8,800
63,800*
76,800
131,800*
0,10.
131.808
1$6,000*
5,088
65,400
plus
43,808-
Printshep
Total
Gross SF
49,200
87,688
85,100
Estimated
Cost
Design and
Const. Mos.
$ 9,643,110,,
35
$12.622,088$144
38
$13.487.80040
38
161.388 $30,447,814 III
235,000
88,80$
117.20$* 151,65$
40
1
$21,111,010 36
v
$26,144,$$$40 3$
Includes 8,800 SF expansion of basement of existing building.
41/e
kwy
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Plarkinl
Re
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STAT
STAT
STAT
STAT
PPD EXPANSION STUDY rev 6/18/85
SECTION II
A. NCPC and Community Issues.
The concerns relative to the local community and the
National Capital Planning Commission (NCPC) are interlaced by
issues of traffic on local feeder roads to Headquarters, the
amount of parking in the compound and the neighbors' fear that
growth of CIA facilities and population will diminish their
property values. The Agency has made promises that parking and
population will be held to levels approved for the New
Headquarters Building (NHB) and has agreed that peak traffic
flow through the gates will not exceed levels measured by the
State in 1982.
Traffic Flow: Current planning for the NHB has already
exceeded the NCPC guidelines for population growth on the
compound. , The larger proposals in this study increase
population by to over people. Although some of this
impact might be reduced by traffic management, it will be
impossible for the Agency to keep its commitment to hold peak
hour traffic at the 1982 level. Failure to do so will result
in the Agency's escrow fund being spent to widen Route
123. Such expenditure may e on y a moderate cost impact, but
local community reaction will be very extensive.
Parking: Only parking spaces will be available when
i
NHB s completed; an estimated shortage of parking spaces
is predicted. The degree to which expansion at PPD makes the
shortage worse varies with each of the schemes; Table 1-1
shows the parking recommended for each. Unfortunately, more
parking cannot be built without either constructing more
multilevel parking structures or denuding the site of its trees
- either will enflame the neighbors. The cost estimates
provided in Appendix A only account for simple surface parking
and not parking structures.
Public Review: Expansion schemes 2 through 7 are of such
size that full NCPC reviews will be required with environmental
assessment hearings and master plan revisions prior to detailed
project reviews. Scheme 1 may possibly be considered by NCPC
to be small enough in impact to require only staff review with
out public hearings.
page 2
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PPD EXPANSION STUDY rev 6/18/85
SECTION II.
B. Central Utility System Capacity.
Scheme 2 can be supported by the 1987 plant capacity
that is now being installed.
Schemes 1,3 and 6 are borderline cases that would
consume the spare cooling and electric capacity reserved for
future demand in the main office buildings; some additional
cooling and electric capacity should be added to preserve this
spare capacity.
Schemes 4,5, and 7 or a combination of 6 with any other
scheme, will overrun the 1987 plant and will require a major
expansion of cooling and electrical facilities estimated at 5
million dollars. That amount has been included in the total
construction estimates for these schemes.
C. Interference with PUD Operations
Only scheme 6 would not cause adverse impact to PUD
operations. Scheme 3 would minimize interruptions but would
cause outages to utilities and vibration intermittently for
about 8 to 10 months at the beginning of construction. Schemes
1 and 2, being equal in impact, would increase the frequency
and duration of outages over those of scheme 3. Schemes 4, 5,
and 7 present the greatest adversity to operations. Further
study with PUD experts is necessary to fully understand the
real extent of predicted impacts and to develop a plan to
accomplish essential daily work elsewhere.
page 3
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STAT
PPD EXPANSION STUDY
SECTION II
rev 6/18/85
D. Rental Facilities Compared with New Construction.
The feasibility of leasing custom built facilities was
also investigated. Annual rents for facilities similar to
those in schemes 1 - 6 range from $17.50 to $24.00 per sf in
For an
additional $Z per sf per year, 3.6 auto parking spaces are
provided with each 1000 sf of space rented. At those rates,
scheme 5 would range from 3.7 to 4.9 million dollars per year
and the rental costs would equal construction cost on the
compound in about 6 to 9 years. Local developers may also be
interested in making lease-purchase agreements which would be
attractive to the Agency.
The advantages of leasing or lease-purchases are
several: first, renting offers the ability to acquire parking
and to avoid the community/traffic problems at Headquarters;
second, overrunning the capacity of the utilities,food service
and support systems at Headquarters is avoided ; third, the
problem of providing major funding for lumpsum construction
contracts is diffused to relatively small annual payments.
page 4
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PUD EXPANSION STUDY rev 6/18/85
SECTION III
A. Project Schedule.
The estimates of time required to design and build the
schemes are based the traditional sequential process of design
development, contract documents, bidding, contract award and
construction; these estimates assume that the Agency program
and detailed statement of user-requirements are established
beforehand. The period of 35 to 40 months could be reduced to
about 28 months if fast-tracking methods of overlapping design
and construction efforts would be used; however that would
require assurance that all NCPC/community approvals and special
arrangements with the contracting agency were in place before
activities began.
SECTION IV
A. Conclusions:
1. All of the schemes are technically feasible, but
schemes 4, 5, 6, and 7 are very costly. This is due in part to
the assumed need for full RFI shielding around computer rooms
and the need to expand basic utilities.
Also note that the cost estimates are based on 1985 prices and
will rise with inflation.
2. The 1987 facilities now under construction are planned
to support )nly the population of original and new Headquarters
buildings. Each of these schemes over-burden to some extent
the capacity of the 1987 facilities.
3. Schemes 2, 4, 5, and 7 with their high populations
impose severe burdens in the areas of traffic flow, parking and
food service. Expansion of parking structures and cafeterias
would be necessary with these schemes.
4. Schemes 4, 5, and 7 will require major upgrading of the
utility systems. Combinations of scheme 6 with any of the
others cannot be supported by the compound.
page 5
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STAT
STAT
PPD EXPANSION STUDY rev 6/18/85
SECTION IV.
A. Conclusions.
5. The relationship with the community is volatile.
Public reviews of the master plan revisions and environmental
assessments are unavoidable. Public reaction will be dependent
on the manner in which traffic and parking problems are
handled; these issues must be resolved at the conceptual stage
because they have such a basic effect on the project.
6. All schemes except number 6 will have an adverse impact
on P&PD production; if any of these schemes are approved for
further development, a plan to accomplish necessary PPD work
during the construction should be made.
7. It should be recognized that construction of any of
these schemes would not fulfill the Computer Study Panel
recommendation for expandable computer facilities, because
facilities in this part of the compound cannot be further
expanded.
8. Construction of even the largest of these schemes will
not provide the amount of office and computer space that will
be needed in the 1990's.
B. Recommendations:
In lieu of Schemes 1 through 7 , it is recommended that
the Agency space requirements for the period of 1988 to 1999 be
satisfied by the acquisition of facilities
which can initially provide 300,000 net sf of office an
55,000 net sf of computer space. These facilities should be
expandable so that the computer space may be doubled and the
office space may be increased by one third after 1992. Such
facilities should be acquired through lease-purchase agreements.
page 6
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PUD EXPANSION STUDY
SECTION V.
Appendicies:
Appendix
Appendix
A A copy of the analysis and
of each scheme, which were
by DICON, are attached.
B A copy of the Rental Costs
is attached.
page 7
rev 6/18/85
estimates of
prepared
information
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6'127
ALTERNATIVE DESIGN CONCEPTS
AND
BUDGETARY ESTIMATES
FOR
EXPANSION
OF
PRINTING AND PHOTOGRAPHY
DIVISION BUILDING
DICON
ARCHITIICTS AND IINOINEMIAll
8133 Leosburg Plico, Suite 910
Vionna, Virginia 22180
Tel*. (703) 827 - 8370
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ALTERNATIVE DESIGN CONCEPTS
AND
BUDGETARY ESTIMATES
FOR
EXPANSION
OF
PRINTING AND PHOTOGRAPHY
DIVISION BUILDING
SUBMITTED 6-5-85 REVISED 6-6-851 G?ti?as
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Contents
SECTION DESCRIPTION
Executive Summary
1 Alternative Concepts
2 Design Features
3 Estimating Procedures
4 Cost Estimates
5 Construction Schedule
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EXECUTIVE SUMMARY
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EXECUTIVE SUMMARY
Preparation of the Alternative Design Concepts and Budgetary Estimates was
commissioned by the Agency on May 30, 1985. The object has been to describe
and define features of seven (7) alternatives for the expansion of the
Printing and Photography Division Building. Alternative design concepts were
identified by the Agency and have been developed in the detail required for
reasonable cost estimates. Cost estimates were then developed from the
concept designs from data on similar facilities which have been or are
substantially completed by DICON's parent companies. The cost estimates
recognized the different circumstances under which construction of each
Alternative would take place. Although the time available for preparation of
the Alternative Design Concepts and Budgetary Estimates was relatively short,
four (4) days, the quality of the work in terms of program planning estimates
has not suffered. DICON's parent companies have been involved in the design
and construction of many similar facilities during the past five (5) years.
Their specialization in the design and construction of unique defense
facilities housing large data processing centers has provided a substantial
data base for estimating the cost of every feature of each Alternative.
Estimated costs have been adjusted to reflect the differential between the
Washington, D.C. area and the several other locations in the United States
used in the data source. In addition, the cost increase or decrease to
accommodate special features as directed by the Agency has been recognized in
the estimates.
Table ES-1 shows the principal feature and the estimated cost of each
alternative considered.
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Alternative Computer
Number Approach Space (SF)
1
2
3
4
5
6
7
One story addition 34,000
above existing 4,000 UPS
Two story addition 6,600
above existing 2,200 UPS
Two story addition 50,000
adjacent to 5,000 UPS
existing
Two story addition 50,000
above plus two 5,000 UPS
story addition
adjacent
Two story addition 50,000
above plus four 5,000 UPS
story addition
adjacent
Separate New
Building
One story addition
above plus three
story addition
adjacent
50,000
5,000 UPS
6,600
2,200 UPS
TABLE ES-1
COST AND SCHEDULE SUMMARY
*Includes 8,800 SF expansion of
Office
Space (SF)
Total
Net SF
Total
Gross SF
Estimated
Cost
Design and
Const. Mos.
4,800
42,800*
49,200
$ 9,643,000
35
68,000
76,800*
87,600
$12,622,000
38
8,800
63,800*
85,100
$13,487,000
38
76,800
131,800*
161,300
$30,447,000
39
131,800
186,800*
235,000
$38,194,000
40
5,000
60,000
80,000
$20,110,000
36
65,400
117,200*
151,650
$26,144,000
38
plus
43,000
Printshop
basement of existing building.
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SECTION 1
ALTERNATIVE CONCEPTS
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SECTION 1
ALTERNATIVE CONCEPTS
The pages that follow provide detailed descriptions of seven (7) Alternative
Concepts for potential expansion of the Printing and Photography Division
(P&PD) Building. These concepts vary from a minimal one story addition
producing a total building area of 115,880 sq. ft. to a major vertical and
horizontal expansion producing a total building area of more than 300,000 sq.
ft. This selection therefore provides the reviewer with a wide range of
alternatives.
To support the individual descriptions, Figures 1A thru 7A provide aerial
perspective sketches illustrating the physical characteristics of each Scheme
and Figures 18 thru 7B provide three dimensional "Exploded Plan" Diagrams of
each scheme showing the physical relationships between its expansion areas and
the existing building.
One special consideration, not shown on the following pages, is the effect of
proposed construction on the operations that are currently conducted in the
existing building. Schemes 1? 2, 4, 5 and 7, because of the vertical expansion
required, will create considerable disturbance to existing personnel. Scheme
3, which involves only lateral expansion, would minimize but not eliminate
such disturbance and Scheme 6, being a totally independent building would have
no effect on the existing operation.
1-1
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Expansion Scheme No. 1
This Alternative Concept would provide for addition of the following areas to
the existing P&PD Building:
A. One (1) additional floor on top of the existing building having
exactly the same configuration as the upper level.
B. A three (3) story infill of the 30' x 50' north-east corner of the
existing building.
C. A 10,800 sq. ft. underground expansion of the south end of the
existing basement level.
The new Second Floor would not adversely effect the existing superstructure
since its original design anticipated the future addition of two (2) full
floor levels. The additional story would provide a net increase of 34,000 SF
of computer space. The basement level expansion would provide a net increase
of 8,800 SF of which 4,000 SF would be allocated for UPS equipment and the
remaining 4,800 SF for office space. An additional 6,400 SF would be required
for Service Areas consisting of stairs, new elevators, toilets and circulation.
In summary, Scheme No. 1 would provide New Construction totalling 49,200
Square Feet as follows:
Building Area (Sq. Ft.)
Computer Areas
34,000
UPS Area
4,000
Office Areas
4,800
Additional Net Area
42,800 SF
Service Areas
6,400
Additional Gross Area
49,200 SF
Existing P&PD Building Area
66,680
Resultant Total Building Area
115,880 SF
1-2
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Figure lA
SCHEME I
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34,000 S.F.
SECOND FLOOR
8,800 S.F.
700 S.F.
FIRST FLOOR
EXISTING
NEW
Figure 1B
700 S.F.
GROUND FLOOR
SCHEME I
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Expansion Scheme No. 2
This Alternative Concept would provide for the addition of the following areas
to the existing P&PD Building:
A. Two (2) additional floors on top of the existing building having
exactly the same configuration as the upper level.
B. A four (4) story infill of the 30' x 50' north-east corner of the
existing building.
C. A 10,800 sq. ft. underground expansion of the south end of the
existing basement level.
The weight contributed by the new Second and Third Floors would not adversely
effect the existing superstructure since its original design anticipated the
future addition of two (2) full floor levels. The additional stories would
provide a net increase of 68,000 SF of office space. The basement level
expansion would provide a net increase of 8,800 SF of which 2,200 SF would be
allocated for UPS equipment and the remaining 6,600 SF for computer space. An
additional 10,800 SF would be required for Service Areas consisting of stairs,
new elevators, toilets and circulation.
In summary, Scheme No. 2 would provide New Construction totalling 87,600
Square Feet as follows:
Building Area (Sq. Ft.)
Computer Areas
6,600
UPS Area
2,200
Office Areas
68,000
Additional Net Areas
76,800 SF
Service Areas
10,800
Additional Gross Area
87,600 SF
Existing P&PD Building Area
66,680
Resultant Total Building Area
154,280 SF
1-3
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Figure 2A
SCHEME 2
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34,000 S.F.
THIRD FLOOR
34,000 S.F.
SECOND FLOOR
700 S.F.
EXISTING
NEW
Figure 2B
700 S.F.
FIRST FLOOR
GROUND FLOOR
SCHEME 2
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Expansion Scheme No. 3
This Alternative Concept would provide for addition of the following areas to
the existing P&PD Building:
A. An irregularly shaped two (2) story addition abutting the north and
west sides of the existing P&PD Building.
B. A two (2) story infill of the 30' x 50' north-east corner of the
existing building.
C. A 10,800 sq. ft. underground expansion of the south end of the
existing basement level.
D. An irregularly shaped two (2) story stairs/elevators/entrance tower
appended to the east wall of the existing building.
Areas A and D, above, being new horizontal additions, will require new caisson
foundations similar to those of the existing building. The building addition
would provide a net increase of 50,000 SF of computer space and 5,000 SF for
UPS equipment. The basement level expansion would provide a net increase of
8,800 SF of office space. An additional 21,300 SF would be required for
Service Areas consisting of stairs, new elevators, toilets and circulation.
In summary, Scheme No. 3 would provide New Construction totalling 85,100
Square Feet as follows:
Building Area (Sq. Ft.)
Computer Areas 50,000
UPS Area 5,000
Office Areas 8,800
Additional Net Area 63,800 Sq. Ft.
Service Areas 21,300
Additional Gross Area 85,100 Sq. Ft.
Existing P&PD Building Area 66,680
Resultant Total Building Area 151,780 Sq. Ft.
1-4
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Figure 3A
SCHEME 3
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FIRST FLOOR
27,500. S.F.
GROUND FLOOR
SA
EXISTING
NEW
Figure 3B
36,300 S.F.
SCHEME 3
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Expansion Scheme No. 4
This Alternative Concept would provide for addition of the following areas to
the existing P&PD Building:
A. An irregularly shaped two (2) story addition abutting the north and
west sides of the existing P&PD Building.
B. Two (2) additional floors on top of the existing building having
exactly the same configuration as the upper level.
C. A four (4) story infill of the 30' x 50' north-east corner of the
existing building.
D. A 10,800 sq. ft. underground expansion of the south end of the
existing basement level.
E. An irregularly shaped four (4) story stairs/elevators/entrance
tower appended to the east wall of the existing building.
Areas A and E, above, being new horizontal additions, will require new caisson
foundations similar to those of the existing building. The vertical two story
addition would provide a net increase of 68,000 SF of office space. The
horizontal two level addition would provide a net increase of 50,000 SF of
computer space and 5,000 SF for UPS equipment. The basement level expansion
would provide a net increase of 8,800 SF of office space. An additional
29,500 SF would be required for Service Areas consisting of stairs, new
elevators, toilets and circulation.
In summary, this Scheme No. 4 would provide total New Construction of 131,800
Square Feet as follows:
Building Area (Sq. Ft.)
Computer Areas
50,000
UPS Area
5,000
Office Areas
76,800
Additional Net Area 131,800 Sq. Ft.
Service Areas 29,500
Additional Gross Area 161,300 Sq. Ft.
Existing P&PD Building Area 66,680
Resultant Total Building Area 227,980 Sq. Ft.
1-5
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Figure 4A
SCHEME 4
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THIRD FLOOR
34,700 S.F.
SECOND FLOOR
34,700 B.F.
FIRST FLOOR
27,500 S.F.
GROUND FLOOR
U
EXISTING
NEW
Figure 4B
SCHEME 4
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Expansion Scheme No. 5
This Alternative Concept would provide for addition of the following areas to
the existing P&PD Building:
A. An irregularly shaped four (4) story addition abutting the north
and west sides of the existing P&PD Building.
B. Two (2) additional floors on top of the existing building having
exactly the same configuration as the upper level.
C. A four (4) story infill of the 30' x 50' north-east corner of the
existing building.
D. A 10,800 sq. ft. underground expansion of the south end of the
existing basement level.
E. An irregularly shaped four (4) story stairs/elevators/entrance
tower appended to the east wall of the existing building.
Areas A and E, above, being new horizontal additions, would require new
caisson foundations similar to those of the existing building. The vertical
two story addition would provide a net increase of 68,000 SF of office space.
The horizontal four level addition would provide a net increase of 50,000 SF
of computer space, 55,000 SF of office space and 5,000 SF for UPS equipment.
The basement level expansion would provide a net increase of 8,800 SF of
office space. An additional 48,200 SF would be required for Service Areas
consisting of stairs, new elevators, toilets and circulation.
In summary, Scheme No. 5 would provide New Construction totalling 235,000
Square Feet as follows:
Building Area (Sq. Ft.)
Computer Areas
50,000
UPS Area
5,000
Office Areas
131,800
Additional Net Area 186,800 Sq. Ft.
Service Areas 48,200
Additional
Gross Area 235,000 Sq. Ft.
Existing P&PD Building Area
Resultant Total Building
1-6
66,680
Area 301,680 Sq. Ft.
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Figure 5A
SCHEME 5
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THIRD FLOOR
SECOND FLOOR
FIRST FLOOR
GROUND FLOOR
EXISTING
NEW
Figure 5B
SCHEME 5
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Expansion Scheme No. 6
This Alternative Concept would provide for construction of a separate new
building as follows:
A. A rectangular two (2) story building measuring approximately 125' x
320' with its long axis in a northeast-southwest orientation and
located so that its easternmost corner would be approximately 275
feet due west of the north end of the existing P&PD Building.
B. This Scheme assumes that there would be no new construction added
to the existing P&PD Building.
Being a new structure, this Scheme would require new caisson foundations
similar to those of the existing building. The new structure, configured as
two levels above grade would provide 50,000 SF of computer space, 5,000 SF of
office space and 5,000 SF for UPS equipment. An additional 20,000 SF would be
required for Service Areas consisting of stairs, new elevators, toilets and
circulation.
In summary, Scheme No. 6 would provide New Construction totalling 80,000
Square Feet as follows:
Building Area (Sq. Ft.)
Computer Areas 50,000
UPS Area 5,000
Office Areas 5,800
Additional Net Area 60,000 Sq. Ft.
Service Areas 20,000
Additional Gross Area 80,000 Sq. Ft.
Existing P&PD Building Area 66,680
Resultant Total Area of Both Buildings 146,680 Sq. Ft.
1-7
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Figure 6A
SCHEME B
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27,500 S. F.
SECOND FLOOR
27,5530 S. F.
FLOOR
Figure 66
EXISTING
NEW
???..
/"/
/
/EXISTING P & PD
BU ILDING
SCHEME
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Expansion Scheme No. 7
This Alternative Concept would provide for addition of the following areas to
the existing P&PD Building:
A. An irregularly shaped three (3) story addition abutting the north
and west sides of the existing P&PD Building.
B. One (1) additional floor on top of the existing building having
exactly the same configuration as the upper level.
C. A three (3) story infill of the 30' x 50' north-east corner of the
existing building.
D. A 10,800 sq. ft. underground expansion of the south end of the
existing basement level.
E. An irregularly shaped three (3) story stairs/elevators/entrance
tower appended to the east wall of the existing building.
Areas A and E, above, being new horizontal additions, would require new
caisson foundations similar to those of the existing building. The vertical
one story addition would provide a net increase of 34,000 SF of office space.
The horizontal three level addition would provide a net increase of 31,400 SF
of office space and 43,000 SF of Industrial Photoshop space. The basement
level expansion would provide a net increase of 6,600 SF of computer space and
2,200 SF for UPS equipment. An additional 34,450 SF would be required for
Service Areas consisting of stairs, new elevators, toilets and circulation.
In summary, Scheme No. 7 would provide New Construction totalling 151,650
Square Feet as follows:
Building Area (Sq. Ft.)
Industrial Photoshop Areas
43,000
Computer Areas
6,600
UPS Area
2,200
Office Areas
65,400
Additional Net Area 117,200 Sq. Ft.
Service Areas 34,450
Additional Gross Area 151,650 Sq. Ft.
Existing P&PD Building Area 66,680
Resultant Total Building Area 218,330 Sq. Ft.
1-8
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Figure 7A
SCHEME 7
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SECOND FLOOR
5Ey300 S.F.
FIRST FLOOR
24,800 S.F.
GROUND FLOOR
EXISTING
NEW
Figure 7B
33,600 S.F.
SCHEME 7
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SECTION 2
DESIGN FEATURES
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SECTION 2
DESIGN FEATURES
2.0 BASIS OF DEVELOPMENT:
Criteria for the development of the character of the proposed expansion
have been basically furnished by the Agency. DICON has, where necessary,
made judgements on the conditions under which the final design would be
executed. For example, bearing values were assumed and in the case of
the existing building additional foundation capacity was not required.
2.1 DESIGN FEATURES:
Requirements are basically the same for all seven Alternative Concepts.
Schemes 1 through 5 and 7 are additions to the existing Printing and
Photography Building and therefore must be compatible with this
structure. Scheme 6 is conceived as a separate building and therefore
may be provided with an exterior which is different. Building interiors
for all schemes are required to provide space for two primary functions
- offices and computer rooms. Service areas required for corridors,
rest rooms, stairs, elevators, mechanical and electrical systems and
equipment have been provided in addition to the spaces specified for
administrative and computing functions and for UPS equipment.
2.2 CRITERIA:
Criteria for the structural, mechanical and electrical features of the
PP&D Building Expansion have been developed according to requirements
provided by the Agency and are listed below.
2.2.1 Office Space Requirements
o Floor live loading, minimum - 100 psf.
o Floor finish - 8" pedestal floor, no carpet.
o Exterior walls - vault-like, no windows.
o Interior walls - corridor and separations between organizations to
be VTR-like, 1-hour rating.
o Interior partitions - relocatable gypsum wallboard, finish floor to
finish ceiling, 35 STC.
o Wall finishes - vinyl wall covering.
o Suspended ceilings - 2 x 4 lay-in acoustic tile, non-shedding, NRC
75.
o Interior doors - solid core wood, paint grade, 30 x 70.
o Corridor doors - B-label, hollow metal.
o Work stations - One station per 135 sf, each to have black phone,
green phone, (1) CRT power & signal connection, (1) utility power
outlet.
o Electrical power - 4 watts per sf, minimum, including lighting; 2
watts per sf on emergency generator.
o Lighting - 75 fc, switch to 50% in ceiling; task lighting at work
stations.
o Smoke detection - at ceiling and air plenums.
o Fire protection - ordinary hazard sprinkler system throughout.
o Alarms - safety and security to guard station.
o HVAC - 720 + 50F., 55% + 10% RH
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2.2.2 Computer Space Requirements
o Floor live loading, minimum - 150 psf.
o Floor finish - 18" pedestal floor, plasilaminate.
o Exterior walls - no windows, vault-like.
o Interior partitions - vinyl wall covering.
o Corridor walls, etc. - VTR-like, 1-hour rating.
o Suspended ceiling - 2 x 4 lay-in acoustic tile, non-shedding, NRC
70-75.
o Doors - 5' wide x 8' height.
o Lighting - 100 fc, switch to 50 fc or 30-60-100%.
o UPS - 60 Hz .07 KW per sf; 400 Hz .02 KW per sf.
o Power load overall - estimate 45 watts per sf.
o Smoke detection - at 3 levels; underfloor, ceiling, above ceiling.
o Fire protection - drypipe pre-action sprinkler system.
o HVAC - computer room type, floor standing, downflow to underfloor
plenum, maintain 680 + 20F, 50% + 5% RH. House fresh air
ventilation (temperedT ducted from ceiling.
o Water detection underfloor.
o RF shielding - "Tempest" shield 60 dB minimum, power filters,
penetrations, optical isolators for signals leaving (allow 1 for
500 sf).
o Alarms - safety and security to guard station.
2.3 SITE UTILITIES:
For schemes 1, 2 and 3, the existing site utilities have been considered
adequate. For schemes 4, 5, 6 and 7 it will be necessary to upgrade the
central utilities distribution systems from the Powerhouse. Additional
utilities required for these schemes include chilled water supply and
return piping, fire water piping, sanitary sewer and electrical power.
2.4 STRUCTURAL AND ARCHITECTURAL CONSIDERATIONS:
A. The existing building is a poured in place concrete structure with
24" x 24" concrete columns, creating 25'-0" x 30'-0" bays,
supporting 10" thick two way reinforced flat plate concrete floor
and roof slabs. At each column the slabs thicken 5" with 9'-0" x
10'-0" shear dropheads. It is anticipated that the same structure
will be used for all building expansion in Schemes 1 through 5 and
7. Scheme 6, an independent building, could employ either a
similar or independently designed structure.
B. The exterior treatment of the existing building is composed of a
horizontal band, at the First (top) Floor, of 5'-0" wide x
12'-91/2" high shaped precast architectural concrete framed
panels with a sand blasted slightly exposed aggregate finish. It
has been assumed, for estimating purposes, that relocated panels
and new identical precast concrete panels will be used as
architectural treatment for any horizontal expansion of the First
Floor as well as for vertical addition of Second and Third Floors.
The separate building of Scheme 6 may have a similar design or an
independent design.
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C. For the purpose of achieving a realistic estimate, the following
Architectural/Structural assumptions have been made:
o The concrete floor construction will have to be "stepped" to
accommodate the varying depths of access flooring.
o Exterior walls shall be composed of 6" thick precast concrete
panels with an interior separate but adjacent to 8" thick
concrete block wall. This is similar to existing building.
o All door frames shall be hollow metal.
o Vinyl wall covering shall be medium grade.
o Relocatable walls shall be modular metal edged to allow for
multiple relocations.
2.5 HEATING VENTILATING AND AIR CONDITIONING:
In general, all new office spaces will be provided with a new central
station, variable air volume air handling system consisting of the
following components:
o Supply air fan
o Chilled water coil
o Filter box
o Return air fan
o Distribution ductwork
o VAV boxes
o Return air ductwork
o Chilled water piping
o Thermal insulation for piping and ducting
o Automatic temperature controls
Provisions will be made for adequate fresh air make up and energy
conservation features.
Where Computer Room type HVAC units will be utilized these will contain
chilled water coils, filters, humidifiers and reheat coils as necessary.
Automatic controls will maintain required dry bulb temperature and
relative humidity.
Mechanical Equipment Rooms will be provided to house the central air
conditioning units.
Exhaust Systems will be provided to exhaust toilet rooms and mechanical
and electrical equipment rooms.
2.6 PLUMBING:
New toilet fixtures will be installed as required by Code. Plumbing
work will include the installation of hot and cold water service piping
as well as drain, waste and vent piping. Fixtures will include drinking
fountains, water closets, lavatories, service sinks and urinals,
including fixtures for handicapped persons.
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2.7 FIRE PROTECTION:
New sprinkler risers will be installed which will tie into the existing
or newly extended Fire Water Supply line. All spaces will be covered as
noted previously. New alarm check valves and water flow switches will
be installed, in both the wet pipe and dry pipe systems.
2.8 ELECTRICAL POWER SUPPLY:
2.8.1 Normal (Existing) Supply. The existing electrical service is provided to
the Printing & Photography Building by 2 parallel 1000 KVA, 13,200 -
208/120 volt transformers located in the Electrical Room. Current
loading on these transformers is estimated at only 25% (500 KVA).
Therefore, even though the transformers are operating at a level far
below their rated capacities, only Alternative No. 2 could safely be
served by existing facilities. The other Alternatives would require
additional transformer and switchgear capacity at the P&PD Building. The
existing 13.2 KV cables which serve the building have an approximate
combined capacity of 8500 KVA and are adequate.
2.8.2 Emergency Generator. Each scheme will require an emergency generator to
provide the 2 watts per square foot needed in office spaces. The
generator size will vary from 10 KW for scheme 1 to 275 KW for scheme
5. Generators will be diesel-driven and housed in the mechanical
equipment room.
2.8.3 UPS Units. The size of UPS units required varies from 750 KW for
Alternative No. 2 to 5000 KW for Alternatives 3 through 7. It is
planned that for Alternatives 1, 3, 4, 5, 6 and 7 a new 13.2 KV feeder
will be extended from the powerhouse to the P&PD Building to serve
solely the UPS load.
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SECTION 3
ESTIMATING PROCEDURES
_
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SECTION 3
ESTIMATING PROCEDURES
3.0 METHODOLOGY:
Estimates of construction costs for the Alternative Concepts were
developed by the simulation technique. The simulation technique
develops units costs from completed facilities similar in whole or part
to the proposed construction. The simulation technique differs from the
averaging method by eliminating from the data base all of the costs
which are not directly and specifically similar to the types and kinds
of facilities and installations being estimated. For example, there is
a substantial national data base on traditional commercial-type office
buildings. This data is not acceptable to any of the Alternative
Concepts for at least the following reasons:
o Floor loadings in commercial office buildings are normally 70-100
pounds per square foot as opposed to 150 pounds per square foot
specified for large areas of the PP&D Building Expansion.
o Air circulation rates and air conditioning tonnage are
significantly lower in standard commercial offices than will be
required in the PP&D Expansion. '
o Power density allowances per square foot will be substantially
greater in the PP&D Building Expansion than in commercial office
buildings.
DICON searched the data base maintained by the Parent Companies, and
isolated facilities successfully completed, which matched closely the
requirements of the PP&D Building Expansion. For example:
o Data on 10 recently completed large computer facilities were used
to determine electrical and air conditioning requirements and costs.
o Data on reinforced concrete structures in the range of 50,000 to
200,000 square feet with floor loadings in excess of 100 pounds per
square foot were evaluated to identify and estimate the structural
frame.
o Interior finish costs from 7 recently completed computer facilities
were used for the interior finish costs.
o Current market costs were obtained for items such as precast
exterior elements, elevators, and other significant architectural
features.
Typical projects from which cost information was obtained were TRW
Defense & Space System Group Facilities in Washington, D.C. and Los
Angeles, and a large data processing facility now nearing completion for
Farmers Insurance Company. These facilities have a high degree of
similarity with the proposed expansion of the PP&D Building.
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3.1 APPROACH:
The cost data described above was adjusted to reflect current costs
where the data was more than 2 years old. The sample projects locations
were known and costs could be adjusted on a geographical basis using
national statistical indices.
The impact of escalation or inflation has not been calculated. This
will be a matter of programming the selected Alternative. Each of the
Alternatives will be impacted differently. For example, the Alternative
with the largest floor space will require the longest period of time to
complete, and will therefore experience the largest escalation.
3.2 SPECIAL COST CONSIDERATION:
Alternatives 1, 2, 3, 4, 5 and 7 involve additions to the existing PP&D
Building. Estimated total construction cost has considered the work
needed to prepare the existing PP&D Building and/or to provide the
temporary construction required to make the existing building habitable
during construction.
It has been assumed that the existing building will accept the
additional stories without the need for new foundations and/or
strengthening of columns in Alternatives 1, 2, 4, 5 and 7. On the other
hand, it has also been assumed that protective measures will be required
to retain occupancy of the existing facility during construction.
Alternative No. 3 involves a horizontal expansion and joining of the new
and existing buildings. An allowance has been made to meet all of the
life safety requirements for corridors, doors, etc.
The need for site development work was recognized and estimated on the
basis of an allowance for one automobile parking space for 320 to 400
square feet of building expansion. Site development costs include
shrubs, plants, and trees in an area equal to the parking area.
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SECTION 4
COST ESTIMATES
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SECTION 4
COST ESTIMATES
4.0 COMPARISONS:
The summary and comparison of estimated total cost for each Alternative
Concept is shown below.
Alternative
1
Description Estimated Cost
Addition of one (1) floor $ 9,643,000
vertically
2 Addition of two (2) floors 12,622,000
vertically
3 Addition of two (2) floors 13,487,000
horizontally
4 Addition of two (2) floors 30,447,000
vertically and two (2) floors
horizontally
5
Addition of two (2) floors
vertically and four (4) floors
horizontally
38,052,000
6 Construction of a new building 20,110,000
7 Addition of one (1) floor vertically 26,144,000
and three (3) floors horizontally
Tables I through VII are cost breakdowns for the major features of each
of the Alternatives.
4-1
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STAT
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TABLE I
ALTERNATIVE NUMBER 1
ADD ONE FLOOR ABOVE
EXISTING CONSTRUCTION
FEATURES
34,000 Sq. Ft. Computer Space
4,800 Sq. Ft. Office Space Total Gross Sq. Ft. 49,200
4,000 Sq. Ft. UPS
4 MW Uninterruptable Power Total Net Sq. Ft. 42,800
Supply
Cost Code
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
Estimated Costs
Description ($1,000)
False Work/Temporary
Construction
$ 200
Foundations NR
Basement 701
Structure 430
Exterior Finish 200
Interior Finish 1,326
Computer Floor 795
Plumbing 40
Heating Ventilating and Air 475
Conditioning
Fire Protection 120
Electrical 670
Utilities and Services 175
Special Features, UPS, etc. 500
Site Development 175
Security Features and Systems 1,000
Allowance for Upgrade of Central Utilities NR
Total Direct Cost: $6,807
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Cost Code
17
18
19
Estimated Costs
Description ($1,000)
Contractor's Plant Equipment,
Overhead and Profit (12%)
Sub Total:
Contingency (15%)
$ 816
7.623
1,143
Total Estimated
Construction Costs: 8,766
Engineering Fees-Concepts,
Plans Specifications,
Construction Support
Services (10%) 877
Total Estimated
Costs: $9,643
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TABLE II
ALTERNATIVE NUMBER 2
ADD TWO FLOORS ABOVE
EXISTING CONSTRUCTION
FEATURES
6,600 Sq. Ft. Computer Space
68,000 Sq. Ft. Office Space
2,200 Sq. Ft. UPS
0.75 MW Uninterruptable Power
Supply
Cost Code
1
Total Gross Sq. Ft. 87,600
Total Net Sq. Ft. 76,800
Estimated Costs
Description ($1,000)
False Work/Temporary
Construction
$ 220
2 Foundations NR
3 Basement 701
4 Structure 765
5 Exterior Finish 400
6 Interior Finish 1,818
7 Computer Floor 834
8 Plumbing 75
9 Heating Ventilating and 746
Air Conditioning
10 Fire Protection 160
11 Electrical 590
12 Utilities and Services 350
13 Special Features, UPS, etc. 100
14 Site Development 350
15 Security Features and Systems 1,800
16 Allowance for Upgrade of Central Utilities NR
Total Direct Cost: $8,909
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Cost Code
17
18
19
Estimated Costs
Description ($1,000)
Contractor's Plant Equipment,
Overhead and Profit (12%) $ 1,069
Sub Total:
Contingency (15%)
9,978
1,497
Total Estimated
Construction Costs: 11,475
Engineering Fees-Concepts,
Plans Specifications,
Construction Support
Services (10%)
1,147
Total Estimated
Costs: $12,622
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TABLE III
ALTERNATIVE NUMBER 3
ADD TWO STORY BUILDING
ADJACENT TO EXISTING CONSTRUCTION
50,000 Sq. Ft. Computer Space
8,800 Sq. Ft. Office Space
5,000 Sq. Ft. UPS
5.0 MW Uninterruptable Power
Supply
Cost Code
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
FEATURES
Total Gross Sq. Ft. 85,100
Total Net Sq. Ft. 63,800
Estimated Costs
Description ($1,000)
False Work/Temporary
Construction
$ 75
Foundations 260
Basement 701
Structure 740
Exterior Finish 250
Interior Finish 2,202
Computer Floor 727
Plumbing 64
Heating Ventilating and 780
Air Conditioning
Fire Protection 160
Electrical 661
Utilities and Services 300
Special Features, UPS, etc. 600
Site Development 300
Security Features and Systems 1,700
Allowance for Upgrade of Central Utilities NR
Total Direct Cost: $9,520
4-6
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Cost Code
17
Estimated Costs
Description ($1,000)
Contractor's Plant Equipment,
Overhead and Profit (12%)
$ 1,142
Sub Total: 10,662
18 Contingency (15%) 1,599
19
Total Estimated
Construction Costs: 12,261
Engineering Fees-Concepts,
Plans Specifications,
Construction Support
Services (10%) 1,226
Total Estimated
Costs: $13,487
4-7
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
TABLE IV
ALTERNATIVE NUMBER 4
ADD TWO FLOORS ABOVE EXISTING
CONSTRUCTION AND TWO FLOORS ADJACENT
50,000 Sq. Ft. Computer Space
76,800 Sq. Ft. Office Space
5,000 Sq. Ft. UPS
5.0 MW Uninterruptable Power
Supply
Cost Code
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
FEATURES
Total Gross Sq. Ft. 161,300
Total Net Sq. Ft. 131,800
Estimated Costs
Description ($1,000)
False Work/Temporary
Construction
$ 350
Foundations 260
Basement 701
Structure 1,505
Exterior Finish 640
Interior Finish 3,726
Computer Floor 1,495
Plumbing 125
Heating Ventilating and 1,240
Air Conditioning
Fire Protection 260
Electrical 1,518
Utilities and Services 400
Special Features, UPS, etc. 600
Site Development 470
Security Features and Systems 3,200
Allowance for Upgrade of Central Utilities 5,000
Total Direct Cost: $21,490
4-8
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Cost Code
17
Estimated Costs
Description ($1,000)
Contractor's Plant Equipment,
Overhead and Profit (12%) $ 2,579
Sub Total: 24,069
18 Contingency (15%) 3,610
19
Total Estimated
Construction Costs: 27,679
Engineering Fees-Concepts,
Plans Specifications,
Construction Support
Services (10%)
2,768
Total Estimated
Costs: $30,447
4-9
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
TABLE V
ALTERNATIVE NUMBER 5
ADD TWO FLOORS ABOVE EXISTING
CONSTRUCTION AND FOUR FLOORS ADJACENT
50,000 Sq. Ft. Computer Space
131,800 Sq. Ft. Office Space
5,000 Sq. Ft. UPS
5.0 MW Uninterruptable Power
Supply
Cost Code
1
FEATURES
Total Gross Sq. Ft. 235,000
Total Net Sq. Ft. 186,800
Estimated Costs
Description ($1,000)
False Work/Temporary
Construction
$ 425
2 Foundations 390
3 Basement 701
4 Structure 2,245
5 Exterior Finish 750
6 Interior Finish 5,200
7 Computer Floor 2,100
8 Plumbing 182
9 Heating Ventilating and 1,800
Air Conditioning
10 Fire Protection 285
11 Electrical 1,550
12 Utilities and Services 450
13 Special Features, UPS, etc. 600
14 Site Development 580
15 Security Features and Systems 4,700
16 Allowance for Upgrade of Central Utilities 5,000
Total Direct Cost: $26,958
4-10
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Cost Code
17
18
19
Estimated Costs
Description ($1,000)
Contractor's Plant Equipment,
Overhead and Profit (12%)
Sub Total:
Contingency (15%)
$ 3,235
30,193
4,529
Total Estimated
Construction Costs: 34,722
Engineering Fees-Concepts,
Plans Specifications,
Construction Support
Services (10%)
3,472
Total Estimated
Costs: $38,194
4-11
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
TABLE VI
ALTERNATIVE NUMBER 6
50,000 Sq. Ft. Computer Space
5,000 Sq. Ft. Office Space
5,000 Sq. Ft. UPS
5.0 MW Uninterruptable Power
Supply
Cost Code
1
SEPARATE BUILDING
FEATURES
Total Gross Sq. Ft. 80,000
Total Net Sq. Ft. 60,000
Estimated Costs
Description ($1,000)
False Work/Temporary $ 50
Construction
2 Foundations 240
3 Basement NR
4 Structure 695
5 Exterior Finish 400
6 Interior Finish 2,100
7 Computer Floor 705
8 Plumbing 65
9 Heating Ventilating and 729
Air Conditioning
10 Fire Protection 130
11 Electrical 1,130
12 Utilities and Services 300
13 Special Features, UPS, etc. 600
14 Site Development 450
15 Security Features and Systems 1,600
16 Allowance for Upgrade of Central Utilities 5,000
Total Direct Cost: $14,194
4-12
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Cost Code
17
18
19
Estimated Costs
Description ($1,000)
Contractor's Plant Equipment,
Overhead and Profit (12%) $ 1,703
Sub Total:
Contingency (15%)
15,897
2,385
Total Estimated
Construction Costs: 18,282
Engineering Fees-Concepts,
Plans Specifications,
Construction Support
Services (10%)
1,828
Total Estimated
Costs: $20,110
4-13
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
TABLE VII
ALTERNATIVE NUMBER 7
ADD ONE FLOOR ABOVE EXISTING
CONSTRUCTION AND THREE FLOORS ADJACENT
FEATURES
43,000 Sq. Ft. Printshop Space
6,600 Sq. Ft. Computer Space
65.400 Sq. Ft. Office Space Total Gross Sq. Ft. 151,650
2,200 Sq. Ft. UPS
5.0 MW Uninterruptable Power Total Net Sq. Ft. 117,200
Supply
Cost Code
1
Estimated Costs
Description ($1,000)
False Work/Temporary
Construction
$ 275
2 Foundations 340
3 Basement 701
4 Structure 1,450
5 Exterior Finish 500
6 Interior Finish 2,637
7 Computer Floor 805
105
8 Plumbing
9 Heating Ventilating and 1,140
Air Conditioning
210
10 Fire Protection
11 Electrical 1,465
12 Utilities and Services 375
13 Special Features, UPS, etc. 250
14 Site Development 450
15 Security Features and Systems 2,750
16 Allowance for Upgrade of Central Utilities 5,000
Total Direct Cost: $18,453
4-14
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R0008008900Q5-9
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Cost Code
17
18
19
Estimated Costs
Description ($1,000)
Contractor's Plant Equipment,
Overhead and Profit (12%)
Sub Total:
Contingency (15%)
$ 2,214
20,667
3,100
Total Estimated
Construction Costs: 23,767
Engineering Fees-Concepts,
Plans Specifications,
Construction Support
Services (10%)
2,377
Total Estimated
Costs: $26,144
4-15
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
SECTION 5
CONSTRUCTION
SCHEDULES
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
SECTION 5
CONSTRUCTION SCHEDULES
5.0 ASSUMPTIONS:
Scheduling of the design and construction of the expansion of the P&PD
Building was based on design and construction being accomplished on a
traditional Government type contract with an Architect-Engineer and a
Construction Contractor being separately and sequentially retained.
Overall management of the Architect-Engineer and construction program
was assumed to conform to Government requirements for competitive award
of contracts.
5.1 MAJOR MILESTONES AND PROJECT SCHEDULES:
The overall management plan for design and construction established the
control and departure milestones and schedules as indicated on the
following summary sheets and diagrams for each of the six Alternatives.
These milestones and schedules were selected to follow traditional
standards and to provide the Agency with the review opportunities that
would assure obtaining the specified functional and performance
capabilities on budget without unnecessary schedule restraint. The
schedules include allowances for design review by the Agency at 35%,
60%, 90% and 100% completion.
5.2 PROJECT SCHEDULES:
Table VII is a Summary Schedule for the milestones described above for
each of the seven Alternative Concepts.
5-1
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
TABLE VII
SUMMARY SCHEDULES
DESIGN AND CONSTRUCTION
ELAPSED TIME IN MONTHS
Alternatives
Milestone
Description
1
2
3
4
5
6
7
1
Programming & Conceptual Design
3
3
3
3
3
3
3
2
Agency Review
4
4
4
4
4
4
4
3
Design Development
8
8
10
10
10
8
10
4
Fix Budget and Schedule
9
9
11
11
11
9
11
5
Agency Review
11
11
13
13
13
11
13
6
Long Lead Equipment Order
12
12
14
14
14
12
14
cri
'
na
7
100% Completion Contract Documents
16
16
18
18
18
16
18
8 - 9
Agency Review & Design Acceptance
18
18
20
20
20
18
20
10-11
Bid Period & Award of Contract
19
19
21
21
21
19
21
12
Site Utilities Construction
21
21
24
24
24
21
24
13
Structural Frame Construction
25
27
25
27
29
27
26
14
Electrical Construction
29
32
34
36
37
32
35
15
Mechanical/Plumbing Construction
30
33
35
36
37
33
35
16
Exterior Architectural Finishes
27
30
31
31
31
30
31
17
Paving & Landscaping Construction
35
38
38
39
42
36
38
18
Interior Architectural Construction
34
36
35
38
40
34
37
19
Building Occupancy by Agency
35
38
38
39
41
36
38
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
plix) Dammam
EUPAGIMORI 011
7/11/6
10/2
PROGRAMMING &
CONCEPTUAL
DESIGN
10/2
AGENCY
REVIEW
11 /6
DESIGN
DEVELOPMENT
'2/28
2/28
FIX BUDGET &
SCHEDULE
4/11
6/6
LONG LEAD
EQUIPMENT
PLACE ORDER
?
4
/1 1
11/7
AGENCYJ
REVIEW
AGENCY REVIEW
fia
CONTRACT DOCUMENTS
COMPLETE SPECS. & DWGS.
11/7
1/7
1/7/87
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FINAL DESIGN y
ACCEPTANCE
/7/87
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
8/14 9/25
1 /7
H BID
PER IOD & NEGOTIATIONS
2/6
2/6/87
AW ARD OF
CONTRACT
2/6 87
2/6
STRUCTURAL FRAME
CONSTRUCTION
8 /1\4
2./6
SITE UT LIT IES
CONSTRUCTION
EXTERIOR
ARCHITECTURAL FINISHES
8/14
INTERIOR
ARCHITECTURAL FINISHES
9/25 5/13
MECHANIC AL & PLUMBING
CONSTRUCTION
1 2'/'i.8
8./14
ELECTRIC AL
CONSTRUCTION
11/20
4/10
PAVING & L ANDSC APING
CONSTRUCTION
4/10 613.
AGENCY OCCUPIES
BUILDING
6/3/88
EILAP@ED VOINE la g3 HORIVIN
INCOME)
Earliest Start La
Latest Finish
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1
2
3
4
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Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
PaR3 DUMDUM EMPARICION Oil
Task Name
Months Earliest Start Earliest Finish
Latest Start
Latest Finish
PROGRAMMING & CONCEPTUAL
4
7/1/85
7/1/85
10/2/85
10/2/85
AGENCY REVIEW
1
10/2/85
10/2/85
11/6/85
11/6/85
DESIGN DEVELOPMENT
3
11/6/85
11/6/85
2/28/86
2/28/86
FIX BUDGET & SCHEDULE
2
2/28/86
2/28/86
4/11/86
4/11/86
AGENCY REVIEW
2
4/11/86
4/11/86
6/6/86
6/6/86
LONG LEAD EQUIPMENT PLACE
11
6/6/86
6/6/86
7/7/86
7/7/86
CONTRACT DOCUMENTS
6
6/6/86
6/6/86
11/7/86
11/7/86
AGENCY REVIEW
2
11/7/86
11/7/86
1/7/87
1/7/87
FINAL DESIGN ACCEPTANCE
0
1/7/87
1/7/87
1/7/87
1/7/87
BID PERIOD & NEGOTIATIONS
2
1/7/87
1/7/87
" 2/6/87
2/6/87
AWARD OF CONTRACT
0
2/6/87
2/6/87
2/6/87
2/6/87
!SITE UT L IT IES CONSTRUCTION
3
2/6/87
2/6/87
4/10/87
4/10/87
; STRUCTURAL FRAME
6
2/6/87
2/6/87
8/14/87
8/14/87
ELECTRICAL CONSTRUCTION
3
8/14/87
8/14/87
11/20/87
11/20/87
i MECHANICAL & PLUMBING
4
8/14/87
8/14/87
12/18/87
12/18/87
EXTERIOR ARCHITECTURAL
1
8/14/87
8/14/87
9/25/87
9/25/87
r PAVING & LANDSCAPING
,
2
4/10/87
4/10/87
6/3/88
6/3/88
k INTERIOR ARCHITECTURAL
9
9/25/87
9/25/87
5/13/88
5/13/88
0 AGENCY OCCUPIES BUILDING
0
6/3/88
6/3/88
6/3/88
6/3/88
' 1(M, '
0
7/1/85
7/1/85
7/1/85
7/1/85
npriassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
PIPE) MUULDORIO
EUPAIIMION 02
711
PROGRAMMING &
CONCEPTUAL
DESIGN
10/2
10/2
AGENCY
REVIEW
11 /6
1 1/6
DESIGN
DEVELOPMENT
2 /28
2/28
FIX BUDGET &
SCHEDULE
4/11
6 /6,
LONG LEAD
EQU PMENT
PLACE ORDER
? 4/11
ILI
AGENCYJ
REVIEW
1/7
AGENCY REVIEW
CONTRACT DOCUMENTS
COMPLETE SPECS. & DWGS.
11/7
LL
1/7/87
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
FINAL DESIGN)
ACCEPTANCE
1/7/87
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
10/12
1 /7
BID
PERIOD & NEGOTIATIONS
2/6/87
2/6
AWARD OF
CONTRACT
2/6
2/6
STRUCTURAL FRAME
CONSTRUCTION
10/1-2
2./6
SITE UT L IT IES
CONSTRUCTION
EXTERIOR
ARCHITECTURAL FINISHES
12/18
10/12
MECHANICAL & PLUMBING
CONSTRUCTION
4/8
ELECTRICAL
CONSTRUCTION
12/18
INTERIOR
ARCHITECTURAL FINISHES
3/11
4/10,
4 /1 0
PAVING & LANDSCAPING
CONSTRUCTION
8/26
7/15
8/26/88
AGENCY OCCUPIES
BUILDING
8/26/88
BLAMED 'FOHE a BM HUM@
ELE@EIVID
Earliest Start 7 /1
Latest Finish
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7/1
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2
3
4
5
6
7
8
9
10
11
12
13
14
1
1
1
1
1
2
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MOD DRIEHRIt Eg3PM311011 022
Task Name Months Earliest Start Earliest Finish
Latest Start
Latest Finish
PROGRAMMING & CONCEPTUAL
4
7/1/85
7/1/85
10/2/85
10/2/85
AGENCY REVIEW
1
10/2/85
10/2/85
11/6/85
11/6/85
DESIGN DEVELOPMENT
3
11/6/85
11/6/85
2/28/86
2/28/86
FIX BUDGET & SCHEDULE
2
2/28/86
2/28/86
4/11/86
4/11/86
AGENCY REVIEW
2
4/11/86
4/11/86
' 6/6/86
6/6/86
LONG LEAD EQUIPMENT PLACE
1
6/6/86
6/6/86
7/7/86
7/7/86
CONTRACT DOCUMENTS
6
6/6/86
6/6/86
11/7/86
11/7/86
AGENCY REVIEW
2
11/7/86
11/7/86
1/7/87
1/7/87
FINAL DESIGN ACCEPTANCE
0
1/7/87
1/7/87
1/7/87
1/7/87
BID PERIOD & NEGOTIATIONS
2
1/7/87
1/7/67
2/6/87
2/6/87
AWARD OF CONTRACT
0
2/6/87
2/6/87
2/6/87
2/6/87
SITE UTILITIES CONSTRUCTION
3
2/6/87
2/6/87
4/10/87
4/10/87
STRUCTURAL FRAME
9
2/6/87
2/6/87
10/12/87
10/12/87
ELECTRICAL CONSTRUCTION
4
10/12/87
10/12/87
3/11/88
3/11/88
MECHANICAL & PLUMBING
5
10/12/87
10/12/87
4/8/88
4/8/88
EXTERIOR ARCHITECTURAL
1
10/12/87
10/12/87
,
12/18/87
12/18/87
PAVING & LANDSCAPING
2
4/10/87
4/10/87
8/26/88
8/26/88
INTERIOR ARCHITECTURAL
9
12/18/87
12/18/87
7/15/88
7/15/88
1 AGENCY OCCUPIES BUILDING
0
8/26/88
8/26/88
8/26/88
8/26/88
1 ' 1E6?11.0
0
7/1/85
7/1/85
7/1/85
7/1/85
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
7 / 1 ;
PROGRAMMING &
CONCEPTUAL
DESIGN
1 0 / 2
NOD DMILI
EUPANSOORI 0E1
1 0 /2
AGENCY
REVIEW
11 /6
11 /6
DESIGN
DEVELOPMENT
4/25
4/25
FIX BUDGET &
SCHEDULE
6/6
8 / 1
LONG LEAD
EQUPMENT
PLACE ORDER
6 / 6
AGENCY
REVIEW
.1
1 /7
AGENCY REVIEW
CONTRACT DOCUMENTS
COMPLETE SPECS. 8s MS.
ILl
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
3/6/87
---1/4----
(FINAL DESIGN
ACCEPTANCE
3/6/8
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
8/14 2/12
3/6 4/10/87
BID
FERIOD & NEGOTIATIONS
4/10
ARD OF
CONTR ACT
4 ?1l 87
4 / 1 0
EXTERIOR
ARCHITECTURAL FINISHES
STRUCTURAL FRAME
CONSTRUCTION
4 /10
INTERIOR
ARCH ITECTUR AL FINISHES
2/12, 6/17
MECHANIC AL & PLUMBING
CONSTRUCT ION
6/3
SITE UTILITIES
CONSTRUCTION
8/14
ELECTRIC AL
CONSTRUCTION
?1.?.
PAVING & L ANDSC AP ING
CONSTRUCTION
7/15 8/26
V26/88
AGENCY OCCUPIES
BUILDING
8/26/89
MAME) 1TOHE 13C3 INOEIrn
ENORIIID
Earliest Start
7 /1
?
Latest Finish
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2
3
4
5
6
7
9
10
11
12
13
14
1
1
1
1
1
2
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NPL 13E10E10 EMPAinaKA
Task Name
Months Earliest Start Earliest Finish
Latest Start
Latest Finish
PROGRAMMING & CONCEPTUAL
4-1
7/1/85
7/1/85
10/2/85
10/2/85
AGENCY REVIEW
1
10/2/85
10/2/85
11/6/85
11/6/85
DESIGN DEVELOPMENT
5
11/6/85
11/6/85
4/25/86
4/25/86
FIX BUDGET & SCHEDULE
2
4/25/86
4/25/86
,6/6/86
6/6/86
AGENCY REVIEW
2
6/6/86
6/6/86
8/1/86
8/1/86
LONG LEAD EQUIPMENT PLACE
1
8/1/86
8/1/86
9/1/86
9/1/86
CONTRACT DOCUMENTS
6
8/1/86
8/1/86
1/7/87
1/7/87
AGENCY REVIEW
2
1/7/87
1/7/87
3/6/87
3/6/87
FINAL DESIGN ACCEPTANCE
0
3/6/87
3/6/87
3/6/87
3/6/87
BID PERIOD & NEGOTIATIONS
2
3/6/87
3/6/87
4/10/87
4/10/87
AVARD OF CONTRACT
0
4/10/87
4/10/87
4/10/87
4/10/87
SITE UTILITIES CONSTRUCTION
4
4/10/87
4/10/87
7/15/87
7/15/87
STRUCTURAL FRAME
9
4/10/87
4/10/87
8/14/87_
8/14/87
ELECTRICAL CONSTRUCTION
4
8/14/87
8/14/87
5/6/88
5/6/88
MECHANICAL & PLUMBING
5
8/14/87
8/14/87
6/3/88
6/3/88
EXTERIOR ARCHITECTURAL
1
8/14/87
8/14/87
2/12/88
2/12/88
PAVING & LANDSCAPING
2
7/15/87
7/15/87
8/26/88
8/26/88
INTERIOR ARCHITECTURAL
7
2/12/88
2/12/88
6/17/88
6/17/88
'AGENCY OCCUPIES BUILDING
o
8/26/88
8/26/88
8/26/88
8/26/88
1 ' L ESE/VP
0
7/1/85
7/1/85
7/1/85
7/1/85
narinccifipri in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
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7/1
PROGRAMMING &
CONCEPTUAL
DESIGN
1 0 /2
PIPE) [110111,DIEN
IMPAIMI?liil 041
10/2
AGENCY
REVIEW
11/6
11 /6
DESIGN
DEVELOPMENT
4/25
4/25
FIX BUDGET &
SCHEDULE
6/6
8/1
LONG LEAD
EQUIPMENT
PLACE ORDER
6/6
AGENCYJ
REVIEW
1/7
AGENCY REVIEW
CONTRACT DOCUMENTS
COMPLETE SPECS. & DWGS.
ILL
3
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3/6/87
(FINAL DESIGN
ACCEPTANCE
3/6/87
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10/12
3 /6 4/10/87
BID
IOD & NEGOTIATIONS
4 /1 0
AWARD OF
CONTRACT
4 ft 87
4/10_
STRUCTURAL FRAME
CONSTRUCTION
10/1-2
4/21_Q.
SITE UT L ITIES
CONSTRUCTION
EXTERIOR
ARCHITECTURAL FINISHES
1/15
10/12
MECHANICAL & PLUMBING
CONSTRUCTION
7/1
ELECTRICAL
CONSTRUCTION
1 /15
INTERIOR
ARCHITECTURAL FINISHES
8 /26
7 /i 9123/88
AGENCY OCCUPIES
BUILDING
7(15
7/15
PAYING & LANDSCAPING
CONSTRUCTION
9/23/88
HAMM TONE gt MEMO@
ILEECORM
Earliest Start LLI
Latest Finish
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MOD DUMDUM E3Palt4311011
Task Name
Months Earliest Start Earliest Finish
Latest Start
Latest Finish
PROGRAMMING & CONCEPTUAL
4
7/1/85
7/1/85
10/2/85
10/2/85
AGENCY REVIEW
1
10/2/85
10/2/85
11/6/85
11/6/85
DESIGN DEVELOPMENT
5
11/6/85
11/6/85
4/25/86
4/25/86
FIX BUDGET & SCHEDULE
2
4/25/86
_
4/25/86
6/6/86
6/6/86
AGENCY REVIEW
2
6/6/86
6/6/86
8/1/86
8/1/86
LONG LEAD EQUIPMENT PLACE
1
8/1/86
8/1/86
9/1/86
9/1/86
CONTRACT DOCUMENTS
6
8/1/86
8/1/86
1/7/87
1/7/87
AGENCY REVIEW
2
1/7/87
1/7/87
3/6/87
3/6/87
FINAL DESIGN ACCEPTANCE
0
3/6/87
3/6/87
3/6/87
3/6/87
BID PERIOD & NEGOT I AT IONS
2
3/6/87
3/6/8.7
4/10/87
4/10/87
AWARD OF CONTRACT
0
4/10/87
4/10/87
4/10/87
4/10/87
SITE UT IL IT ES CONSTRUCTION
4
4/10/87
4/10/87
7/15/87
7/15/87
STRUCTURAL FRAME
0
4110/87
4/10/87
10/12/87
10/12/87
ELECTRICAL CONSTRUCTION
7
10/12/87
10/12/87
7/1/88
7/1/88
MECHANICAL & PLUMBING
7
10/12/87
10/12/87
7/1/88
7/1/88
EXTERIOR ARCHITECTURAL
1
10/12/87
10/12/87
1/15/88
1/15/88
PAVING & LANDSCAPING
2
7/15/87
7/15/87
9/23/88
9/23/88
INTERIOR ARCHITECTURAL
9
1/15/88
1/15/88
8/26/88
8/26/88
AGENCY OCCUPIES BUILDING
0
9/23/88
9/23/88
9/23/88
9/23/88
LESEND
0
7/1/85
7/1/85
7/1/85
7/1/85
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
PEOD MUNN
EUPAIRMOCRI 06
la10/2 11/6
PROGRAMMING &
CONCEPTUAL
DESIGN
10/2,
AGENCY
REVIEW
11/6
DESIGN
DEVELOPMENT
4/25
FIX BUDGET &
SCHEDULE
6/6
8/1
LONG LEAD
EQUIPMENT
PL ACE ORDER
6/6
AGENCY
REVIEW
./
i2LL
La
AGENCY REVIEW
CONTRACT DOCUMENTS
COMPLETE SPECS. & DWGS.
1 /7
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
FINAL DESIGN
ACCEPTANCE
/ 6/8
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
12/11 2/1/
/ 6 4 / 1 0 / 87
BID
PERIOD & NEGOTIATIONS
4/10
AWARD OF
CONTR ACT
4110/87
STRUCTURAL FRAME
CONSTRUCTION
' 12/i1
EXTERIOR
ARCHITECTURAL FINISHES
INTER IOR
ARCHITECTURAL FINISHES
2 /12 10/21
MECHANICAL & PLUMBING
CONSTRUCT ION
7/29
ELECTRICAL
CONSTRUCTION
7/29
M 0 7/15
SITE UT L ITIES
CONSTRUCTION
7/15
PAVING & LANDSCAPING
CONSTRUCTION
11/25
10/24 /88
AGENCY OCCUPIES
BUILDING
10/21/88
ELAIID431ED TEE Ea 41c) NO1311111@
Earliest Start.,/1
IfECIEDID
Latest Finish
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ROD C3UFLIIII1t EMINIZEOCE3 00
Task Name
Months Earliest Start Earliest Finish
Latest Start
Latest Finish
PROGRAMMING & CONCEPTUAL
4
7/1/85
7/1/85
10/2/85
10/2/85
AGENCY REVIEW
1
10/2/85
10/2/85
11/6/85
11/6/85
DESIGN DEVELOPMENT
3
11/6/85
11/6/85
4/25/86
4/25/86
FIX BUDGET & SCHEDULE
2
4/25/86
4/25/86
6/6/86
6/6/86
AGENCY REVIEW
2
6/6/86
6/6/86
_
8/1/86
8/1/86
LONG LEAD EQUIPMENT PLACE
1
8/1/86
8/1/86
9/1/86
9/1/86
CONTRACT DOCUMENTS
6
8/1/86
8/1/86
1/7/87
1/7/87
AGENCY REVIEW
2
1/7/87
. 1/7/87
3/6/87
3/6/87
FINAL DESIGN ACCEPTANCE
0
3/6/87
3/6/87
3/6/87
3/6/87
BID PERIOD & NEGOTIATIONS
2
3/6/87
3/6/87
4/10/87
4/10/87
AWARD OF CONTRACT
0
4/10/87
4/10/87
4/10/87
4/10/87
SITE UTILITIES CONSTRUCTION
3
4/10/87
4/10/87
7/15/87
7/15/87,
STRUCTURAL FRAME
9
4/10/87
4/10/87
12/11/87
12/11/87
ELECTRICAL CONSTRUCTION
4
12/11/87
12/11/87
7/29/88
7/29/88
MECHANICAL & PLUMBING
,.,..?
12/11/87
12/11/87
7/29/88
7/29/88
EXTERIOR ARCHITECTURAL
1
12/11/87
12/11/87
2/12/88
2/12/88
PAVING & LANDSCAPING
2
7/15/87
7/15/87
11/25/88
11/25/88
INTERIOR ARCHITECTURAL
7
2/12/88
2/12/88
10/21/88
10/21/88
AGENCY OCCUPIES BUILDING
0
10/21/88
10/21/88
10/21/88
10/21/88
" 1 WHO '
0
711/85
7/1/85
7/1/85
7/1/85
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
PIPE) DMILLMIN
EUPAHODA aa
7/111/6
10/2
PROGRAMMING &
CONCEPTU AL
DESIGN
10/2
AGENCY
REVIEW
11/6
DESIGN
DEVELOPMENT
2/28
2/28
FIX BUDGET &
SCHEDULE
4/11
6/6
LONG LEAD
EQUIPMENT
PLACE ORDER
4/11
AGENCYJ
REVIEV/
6./6
7/7
6/6
11/7
AGENCY REVIEW
CONTRACT DOCUMENTS
COMPLETE SPECS. Sc DWGS.
11 /7
121---...,...?.._
1 /7 /87
_....____
(FINAL DESIGN
ACCEPTANCE
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1/7/87
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
10/12 12/18
2 /6
STRUCTURAL FRAME
CONSTRUCTION
10/1-2
1/7
2 /6
/87
BID
HFRI0D
AW ARD OF
& NEGOT I AT IONS
CONTRACT
2/6
./6
SITE UT L IT IES
CONSTRUCT ION
EXTER IOR
ARCH ITECTUR AL FIN ISHES
1 0 / 1 2
INTER IOR
ARCH ITECTUR AL FINISHES
12/18 5/13
MECHANIC AL & PLUMBING
CONSTRUCT ION
4/8
ELECTRIC AL
CONSTRUCTION
4/10
4/10
PAVING & L ANDSCAP ING
CONSTRUCTION
ILL
AGENCY OCCUPIES
BUILDING
7/1 /88
MANED UNE a 3513 HOEI'M
illicaamo
Earliest Start? /1
Latest Finish
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MOD ima.mon mg3Paritalcm 00
Task Name
Months Earliest Start Earliest Finish
Latest Start
Latest Finish
PROOR Al 111ING & CONCEPTUAL
4
7/1/85
7/1/85
10/2/85
10/2/85
AGENCY REVIEW
1
10/2/85
10/2/85
11/6/85
11/6/85
DESIGN DEVELOPMENT
3
11/6/85
11/6/85
2/28/86
2/28/86
FIX BUDGET & SCHEDULE
2
2/28/86
2/28/86
4/11/86
4/11/86
AGENCY REVIEW
2
4/11/86
4/11/86
s'6/6 /86
6/6/86
LONG LEAD EQUIPMENT PLACE
1
6/6/86
6/6/86
7/7/86
7/7/86
CONTRACT DOCUMENTS
, 6
6/6/86
6/6/86
11/7/86
11/7/86
AGENCY REVIEW
2
11/7/86
- 11/7/86
1 /7/87
1/7/87
FINAL DESIGN ACCEPTANCE
d
1 mei
1/7/87
1/7/87
1/7/87
2/6/87
BID PERIOD & NEGOTIATIONS
2
1/7/87
1/7/87
._
2/6/87
AWARD OF CONTRACT
0
2/6/87
216/87
2/6/87
2/6/87
SITE UTILITIES CONSTRUCTION
3
2/6/87
2/6/87
4/10/87
4/10/87
STRUCTURAL FRAME
9
2/6/87
2/6/87
10/12/87
10/12/87
ELECTRICAL CONSTRUCTION
4'
10/12/87
10/12/87
3/11/88
3/11/88
MECHANICAL &PLUMBING
5
10/12/87
10/12/87
4/8/88
4/8/88
EXTERIOR ARCHITECTURAL
1
10/12/87
10/12/87
12/18/87
12/18/87
P AV ING & LANDSC APING
2
4/10/87
4/10/87
7/1/88
7/1/88
INTERIOR ARCHITECTURAL
7
12/18/87
12/18/87
5/13/88
5/13/88
AGENCY OCCUPIES BUILDING
0
7/1/88
7/1/88
7/1/88
7/1/88
' L ESENL) '
0
7/1/85
7/1/85
711/85
7/1/85
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
7/1
PROGRAMMING &
CONCEPTUAL
DESIGN
1Q12.
PQM) MIBILOgin
EUP.Megall 07
10/2
AGENCY
REVIEW
11/6
11 /6,
DESIGN
DEVELOPMENT
4 /25
4/25
FIX BUDGET &
SCHEDULE
LL
LONG LEAD
EQUIPMENT
PLACE ORDER
ELL
1/7
CONTRACT DOCUMENTS
COMPLETE SPECS. & DWGS.
LLi
LL
3 /6 /87
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
IFINAL DESIGN)
ACCEPTANCE
3/6/e
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
3/6
H BID
PERIOD & NEGOTIATIONS
4/10
4/10/87
AWARD OF
CONTRACT
4 1./8
4/10
STRUCTURAL FRAME
CONSTRUCTION
4 /10
EXTERIOR
ARCHITECTURAL FINISHES
2113.
MECHANICAL & PLUMBING
CONSTRUCTION
ka
SITE UT LITIES
CONSTRUCTION
9111
ELECTRICAL
CONSTRUCTION
fiLl
7/15
2 /12
INTERIOR
ARCHITECTURAL FINISHES
7 /15
PAVING & LANDSCAPING
CONSTRUCTION
kai
71.22
P/26/88
AGENCY OCCUP ES
BUILDING
8/26/88
MANED TOME asi EC) METH@
LIEEIRE
Earliest Start
Z.ZI
Latest Finish
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7/1
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2
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9
1
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1
1
1
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PeaPE) 13511[1[1.111111) IEMPAIIE1011 01I
Task Name Months Earliest Start Earliest Finish
Latest Start
Latest Finish
Fixed Cost
Resource Cost Fixed Inc,
PROGRAMMING & CONCEPTUAL
4
7/1/85
7/1/85,
10/2/85
10/2/85
0
0
.
AGENCY REVIEW
1
10/2/85
10/2/85
11/6/85
11/6/85
0
0
DESIGN DEVELOPMENT
5
11/6/85
11/6/85
4/25/86
4/25/86
0
0
FIX BUDGET & SCHEDULE
2
4/25/86
4/25/86
6/086
6/6/86
0
0
.
AGENCY REVIEW
2
.
6/6/86
?6/6/86
,, 8/1/86
8/1/86
0
0
LONG LEAD EQUIPMENT PLACE
1
8/1/86
8/1/86
9/1/86
,
9/1/86
0
0
.
CONTRACT DOCUMENTS
6
_
8/1/86
8/1/86
1/7/87,
1/7/87
0
0
_
AGENCY REVIEW
2
1/7/87
1/7/87
3/6/87
3/6/87
0
0
FINAL DESIGN ACCEPTANCE
0
3/6/87
3/6187
3/6/87
r
3/6/87
0
0'
BID PERIOD & NEGOTIATIONS
2
3/6/87
3/6/87
4/10/87
4/10/87
0
0
AWARD OF CONTRACT
_
0
4/10/87
4/10/87
4/10/87
4/10/87
0
0
SITE UTILITIES CONSTRUCTION
4
4/10/87
4/10/87
7/15/87
7/15/87
0
0
STRUCTURAL FRAME
10
4/10/87
4/10/87
9/11/87
, 9/11/87
0
0
ELECTRICAL CONSTRUCTION
4.,
9/11/87
9/11/87
6/3/88
6/3/88
0
0
MECHANICAL & PLUMBING
5
9/11/87
9/11/87
6/3/88
6/3/88
0
0
EXTERIOR ARCHITECTURAL
1
9/11/87
9/11/87
2/12188
2/12/88
0
0
PAVING & LANDSCAPING
2
7/15/87
7/15/87
8/26/88
8/26/88
0
0
1 INTERIOR ARCHITECTURAL
4
2/12/88
2/12/88
7/29/88
7/29/88
0
0
'AGENCY OCCUPIES BUILDING
0
8/26/88
8/26/88
8/26/88
8/26/88
0
0
' LISEND '
0
7/1/85
7/1/95
7/1/85
7/1/85
0
N-
0
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
Declassified in Part - Sanitized Copy Approved for Release 2011/12/01: CIA-RDP88G01332R000800890005-2
STAT
STAT
STAT
TRANSMITTAL SLIP
--._
28 July 1986
TO:
DDA
ROOM NO.
7-D-24
BUILDING
Hqs.
REMARKS:
The Director
us to provide
to Mr. Donnelly.
extra copies
sending subsequent
_))2 A
AP 4
of Logistics asked
a copy of the attached
There are a few
attached. We will be
issues.
JUL
1986
1981
0 31 JUL
Sfi/ C
_
FROM:
0L/PPD
ROOM NO.
154
BUILDING
P&P
)N
FORM NO.,, REPLACES FORM 36-8
L
1 FEB 56 4 1 WHICH MAY BE USED.
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(47)
25X1
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R
Next 4 Page(s) In Document Denied
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