HomeMy WebLinkAboutAugust Acres At Arshamomaque
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R ymond L. Jacobs, Superintendent
SUPERVISORS OFFICE S uthold Town Highway Department
TOWN OF SOUTHOLO
Report No. 596
From: John W. Davis
Date: May 29, 1987
Re: August Acres @ Arshamomaque - Major Subdivision
Comments:
Roads in this subdivision are constructed under the old Town specifi-
cations at a 36 ft. width and pulvermix requirements. Road work was
started on this project prior to 1979.
The base for the roads was regraded and updated for pulvermixing by
removin.g unsuitable material and bringing in a mixture of sand and
small gravel - approximately 3000 C.Y. Corrective grading etc. was
done by Sound Shore Excavating Corp. who also installed the watermains.
Lilco, telephone and t.V. cables have been installed.
5/25/87 Pulvermixing operations were started today by Paul Corazzini
and Sons. Equipment - 2 Seaman mixers, I distributor (1550 gal.) with
a 4 man crew. Pulvermixing requirements for oil content are 3 gal/S.Y.
applied in two separate applications. MC-250 oil used today, 10 dist-
ributor loads at 1550 gal. on Kerwin Boulevard.
.
5/26/87 Pulvermixing continued with same crew and equipment on Pleasant
Place, August Lane and Wells Lane. Used 12 distributor loads at 1550 gal.
5/28/87 Continue pulvermixing on August Lane, Wells Lane and Sage Spur.
Used 14 distributor loads at 1550 gal.
5/29/87 Completed pulvermixing today. Used 2 distributor loads at
1550 gal. - at intersection with Bay Shore Road and August Lane.
Summary of oil
5/25/87
5/26/87
5/28/87
5/29/87
used/S.Y.
10 x 1550=
12 x 1550=
14 x 1550=
2 x 1550=
15500 gal. MC-250
18600 gal. MC-250
21700 gal. MC-250
3100 gal. MC-250
5~900 gal. MC-250
19633 S.Y. (Used)
.
At 3 gal./S.Y. 58900 gal. ~ 3 =
Wneel length on t's 4970 L.F
At 4 S.Y./ft. 4970 x 4=
Difference
19880 S.Y. (Required)
247 S. Y . = I . 2%
Plan takeoff was 4910 ft. in length
Bond estimate was 5000 ft. in length
Wheel length was 4970 ft. in length (Most reliable)
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/ John W. Davis
cc:
Southold Town Planning Board
vllighway Committee
L. M. Tuthill , P.E.