HomeMy WebLinkAboutZ-4872 Map 5i
EXIST TANK J
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EXIST FENCE
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EXISTING I UILDINGS
GENERAL N0�1�_ O 2
1. AMERICAN CONCRETE INSTITUTE SPECIFICATIONS SHALL
GOVERN ALL PHASES OF CONCRETE CONSTRUCTION
2. ALL CONCRETE SHALL HAVE A 28—DAY COMPRESSIVE
STRENGTH OF 3000 PSI
3. ALL REINFORCING STEEL SHALL CONFORM TO CRSI
SPECIFICATIONS FOR 60 KSI DEFORMED RODS
4. GRAVEL FILL SHALL BE "SB-2" PLACED IN 6" LIFTS
COMPACTED TO 98% OF STANDARD PROCTOR (ASTM 698)
NEW BUILDING —�
INrW.ATFC TYP WFI r) PI ATF FnR TANK
FOUNDATION PLAN VIEW
SCALE: 3/8' = 1' — 0"
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NOTE SEE DETAIL "B"
FOR TYPICAL TANK
ANCHORAGE DETAILS
#6 BARS ® 10" O.C.
EACH WAY ® TOP &
BOTTOM OF SLAB
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—111—_111-11 E 3000 PSI C(�NC
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BOTT OF SLAB
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MIN 16'
BELOW-
-44kAL GRADE \' GRAVF, -
-,1
5/16"
TYP SECTION ® EDGE OF PAD
3/4" = 1' — 0"
NEW MILK TANK
NOTE CONCRETE IS
OMMITTED FOR CLARITY, SEE
DETAIL "A" FOR REINF & NOTES
CONNECTORS BY TANK MANUF.
APPROX 52 CU. YD.
OF CONC IN 3'-0" SLAB
TYP ®ALL
BOLTS
PL 1/2"X 12"X 24"
THR'D ROD MUST
EXTEND 2 THREADS (MIN)
THROUGH NUT (TYP)
6" 1 3"
�_4— 1/2"0 ANCHOR BOLTS W/
2" HOOK THREADED THROUGH
NUT WELDED ON PLATE. DO NOT
SHOP —WELD A —BOLTS TO NUT OR PLATE
SIDE FRONT VIEW
TYP TANK CONNECTION DETAIL
1 1 /2" - 1' — 0"
Pitts &
Robert S. Pitts, P.E.
Fredrick Greeoon P.E.
/�S�ATE OF %_ Associates 100 N. Rodney Parham Rd
�L _ Suite 4—b
114 n R� s,'; s Engineers P. A. Uttle Rock AR 72205
g (501) 224-7070
SCALE: AS NOTED REVISIONS: _—_—.__._ DRAWN BY: KEATHLE'
REGISTERED 6 23 87
DATE: -------- CHECKED BY: GREESON
Pit O F E S b I 0 11 ; TITLE:
>i+:1 EEA ;� DRAWINGFOUNDATION PLAN AND DETAILS
Nol
OB NAME:
M. 4GREES�,✓'� J MILK STORAGE TANKS ADDITION
LOCATION: SHEET NUMBER:
COLEMAN DAIRY -1 OF