PARKING LOT AND ACCESS ROAD / (Sanitized)

• Document Type: CREST
• Collection: General CIA Records
• Document Number (FOIA) /ESDN (CREST): CIA-RDP78-04720A000100040041-0
• Release Decision: RIPPUB
• Original Classification: S
• Document Page Count: 2
• Document Creation Date: November 17, 2016
• Document Release Date: July 14, 2000
• Sequence Number: 41
• Publication Date: March 16, 1954
• Content Type: MEMO

Approved For Release 2000/08/17 : CIA- 8& 00100040041-0_.
'-c- - 935,
16 March 1954
MEMORANDUM
TO Acting Deputy Director / Administration
FROM
SUBJECT : Parking Lot and Access Road
1. Authority is requested for the expenditure of approximately
$15,250.00 for the construction of an access road automobile
parking area This parking 25X1A6d
area will be ON a R provide au omobile parking for vehicles of
employees and students and to provide increased parking facilities
in case of an emergency.
2. The estimate prepared by the Engineering Division at the
was $13,646.60. The Real Estate and
cons ruc on Division, Logistics Office, increased the figure to
$15,250.00, because of the rock formation generally found throughout
the area. The funds are available in the Budget.
25X1A6d
3. The parking area would be 117' x 250' and would accommodate
103 automobiles. The access road would be approximately 370' long.
The road would be 8 wide, including shoulders, 12' of which would
be paved. A breakdown of the estimated costs is attached.
Acting Duty Diector / Administration
Approved For Release 2000/08/17
F, P
 Approved For Release 2000/08/17 CII*Rr7P78-04720A000100040041-0.
PROPOSED PARKING AREA AND ACCESS ROAD
ACCESS ROAD
Excavation (Bulldozer)
400 cu. yds. Q .50
Base - 2-4" compacted layers of
crushed stone or gravel
738 sq. yds. @ $1.85
Surface i" Class A Surface
Treatment Designation AT-50
492 sq. yds. 0 .40
Culverts
40' of 18" corrogated iron S $5.00
.per lineal ft. in place
Seeding
2220 sq, ft. @ $14 per 1,000 sq. ft.
$ 200.00
1360.00
197.00
200.00
_ 31.00
TOTAL ESTIMATE FOR ACCESS ROAD $1,988.00
PARKING AREA
Excavation (including stockpiling
topsoil)
8264 cu. yds. 0 .30
$2480.oo
Pavement
3250 sq. yds. 0 $2
25
.
7313.00
Drainage Ditch
737 lineal feet @ .50
369.00
Painting Lines
3408 lineal feet 0 .075
256.00
TOTAL ESTIMATE FOR PARKING AREA
10 418.00
GRAND TOTAL $12,406.00
Plus 10% Contingency 12240.60
U3,646-.To-
Parking Area (117' X 250')
Access Road (370' long , $10,418.00
x 12 wide) 1,988.00
Real Estate & Construction (Add. for rock &
contingency) 2 844.00
TOTAL $15,250.00