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PROJECT INFORMATION_
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PROJECT: AUXIIJARY CEMENT SUD
OWNER. CRIDER & SHOCKEY, INC.
'olo/ / / / \ ,// X f2Q a 72(�.q ` / / Q `� % / 1057 MARTINSBURG PIKE E3-2
WINCHESTER, VA 22603
x / Q / ) / \ (640) 665-3286
PLAN DATE: NOVEMBER 28, 2000
/ / Q Q /• ZONING: M-2
\ SET BACKS: REOUIRID PROVED
FRONT 76' 220'
J'e r x / \ REAR 75' 360,
/ SIDE (NORTH)(INCL. R/R 26' 85'
720.q \ � 717,0 \ / SHOGKEY'S \ ,
/ \ ` RIGHT OF WAY) 25' 280
X X ` / � OFFICE E soUTH
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APPROV BY ZONING ADMINISTRATOR
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NOTE: SITE PLAN IS VALID FIVE YEARS FROM
APPROVAL DATE
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DATE: 11 /28 /00
SCALE: 1"= 30'
DESIGNED BY: MDS
FILE NO. 2760
SHEET 1 OF 1
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CEM SILO CAPACI J IES
COMP'TS 1 —C & 2--C
APPROX.
1430 CU. FT
AIR VOL,
53 CU. YD.
ADE LINE
NOTE: THE FOLLOWING GENERAL NOTES WILL APPLY IN SO FAR AS EQUIPMENT MENTIONED BELOW IS SHOWN ON THIS DRAWING.
AGGREGATE BINS AND BIN COMPARTMENTS
HEAPED CAPACITIES OF AGGREGATE BINS AND BIN COMPARTMENTS ARE AS SHOWN AND ARE BASED ON HEAPING TO AN ANGLE OF 400
FROM THE HORIZONTAL WITH MATERIAL WEIGHING 110# PER CU, FT. OR APPROXIMATELY ONE AND ONE HALF TONS PER CU. YD.
CEMENT BINS, BIN COMPARTMENTS AND SILOS
MINIMUM BARREL BIN, BIN COMPARTMENT AND SILO CAPACITIES AS SHOWN ARE BASED ON BULKING OF 20% OR 0.8 CU. FT, PER BARREL.
CEMENT ELEVATOR
CAPACITY OF CEMENT ELEVATOR IS AS INDICATED AND IS FIGURED ON THE BASIS OF THE ELEVATOR BEING REGULARLY AND CONTINUOUSLY FED.
UNDER TRACK SCREW FEEDER
THE SCREW FEEDER HAS THE SAME CAPACITY AS CEMENT ELEVATOR WHICH IT FEEDS AND IS BASED ON THE SCREW BEING REGULARLY
AND CONTINUOUSLY FED. IT IS FURNISHED WITH CAR PLATES AND CANVAS CONNECTIONS FOR HOPPER BOTTOM RAILROAD CARS. SCREW
IS DRIVEN OFF THE ELEVATOR FOOT SHAFT UNLESS OTHERWISE NOTED.
AGGREGATE ELEVATOR
CAPACITY OF AGGREGATE ELEVATOR IS FIGURED ON THE BASIS OF BEING REGULARLY AND CONTINUOUSLY FED WITH MATERIAL WEIGHING 100#
PER CU, FT. ELEVATOR IS DRIVEN FROM MOTOR AT HEAD UNLESS OTHERWISE NOTED.
ELECTRIC MOTORS
UNLESS INDICATED OTHERWISE, ALL ELECTRIC MOTORS ARE WIRED FOR 230/460 VOLT, 3 PHASE, 60 CYCLE CURRENT. SIARTING EQUIPMENT
WILL BE FURNISHED TO OPERATE ON 230 VOLTS UNLESS OTHERWISE STATED.
CAULKING INSTRUCTIONS FOR CEMENT EQUIPMENT
IN ERECTING CEMENT BINS OR CEMENT COMPARTMENTS, SILOS, ELEVATORS AND SCREWS, ALL JOINTS MUST BE MADE WATER -TIGHT AS EREC-
TION PROCEEDS BY THL USE OF A COATING OF CAULKING COMPOUND ON ,JOINT FACES. AFTER ERECTION A CAREFUL CHECK SHOULD BE MADE
OF ALL JOINTS AND ADDITIONAL COMPOUND USED AS REQUIRED, AS ANY SMALLOPENING MAY RESULT IN WATER LEAKING IN OR CEMENT
LEAKING OUT. CAULKING COMPOUND IS FURNISHED BY ERIE STRAYER COMPANY.
POWER REQUIREMENT FOR CONTROLS
VOLTAGE SHALL BE 120 VOLTS (+- 5%) 60 CYCLE PER SECOND.
MODIFICATIONS OP ADDITIONS
ALL FIELD CHANGES TO THE EQUIPMENT SHOWN HEREIN, OR ANY ENCLOSURE, WALKWAY, PLATFORM, HOUSING OR OTHER ADDITION TO THIS
EQUIPMENT ARE THE RI:SPONSIBILITY OF THE BUYER, WHO AGREES TO HOLD ERIE STRAYER COMPANY HARMLESS AGAINST LIABILITY FOR
THE SAME,
NOT FOR CONSTRUCTION
THE DIMENSIONS SHOWIJ HEREON ARE GENERAL AND OUTLINE DIMENSIONS ONLY AND ARE NOT INTENDED FOR USE AS DETAIL DIMENSIONS
FOR MAKING MODIFICATIONS OR ADDITIONS, SUCH AS ENCLOSURES, WALKWAYS, PLATFORMS OR HOUSINGS TO THE EQUIPMENT SHOWN.
HY ERIE STRAYER C; 0 .
(\1 CS2-71 5 AUXILIARY CEMENT SILO SPLIT 112 — 1 /2
W/ DOUBLE WALL DIVIDER 715 BBL MAX CAPACITY
4" DIA AIR LOADING PIPE (2 REQ'D) (1 IN EA. COM
0 12" DIA. INCLINED SCREW FEEDER 19'-- 8" C. TO C
W/ 25 HP DRIVE (2 REQ'D)
U LOWER COLUMNS & BRACING
U SERVICE PLATFORM W/ HANDRAILS
(�) CEMENT SILO ROOF HANDRAILS
7 LADDER W/ SAFETY CAGE FROM GRADE TO CEMENT
ROOF W/ ACCESS TO SERVICE PLATFORM
EXISTING EQUIPMENT FROM AS-4077
P'T)
SILO
BY OTHERS
DUST COLLECTION EQUIPMENT FOR SILO
O AIR LOADING PIPING SUPPORTS
PLANT POWER
d 60V — 3PH — 60HZ
CONTROL POWER
120V — 1 PH -- 60HZ
ERIE STRAYEI:z CCO.
ERIE PA
AUXILIARY CEMENT SILO
GENERAL ARRANGEMENT
CRIDER & SI-iOCKEY
®
21 000
3/DEVELOPMENT
FOR ANCHOR BOLT PLAN SEE 4A-23701 1
NO.I F EVISION
INTL I DATE
CONTRACT NO. DWG BY DATE CHK BY DATE APP BY
CS-7334 NAS 10/11 -TL2000 l o3
SCALE FILE
3/16 1,^0„ °'G 4A-237010
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14,a / 1 A G PROJECT: AUXUDM CEMENT SIIA
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-120P- \ OWNER: oIDER & SHOCK57 G' PIKE
E3-2 X \ \' f \� / '� \ \ (540) e85-3286 STER, VA 22603
PLAN DATE: NOVEMBER 28, 2000
SET BACKS: M-2 REQUIRED PROVIDED
/
FRONT 75' 220'
X , • \ \ . _ ,, REAR 75' 360'
-72a.a f,/ \ 717.a \ 5HOGKEY'S \ 1 SIDE (NORTH)(INCL. R/R 25' 85
x f X \ / OFFICE ` 011T OF /41E (SOUTH)A) 25� 280'
-715.5 \ / \ \\
DATE: 11/28/00
11 � 7.1
APPRO BY ZONING ADMINISTRATOR
PILE
SCALE: 1"=30'
DATE.
DESIGNED
BY. iK S
NOTE: SITE PLAN IS VALID FIVE YEARS FROM
APPROVAL DATE
FILE
NO. 2760
SHEET i
OF 1
N
I
N
r7VIC-TINI(_ F'_I\IrF_
DETAIL "B"
0
0
CEM SILO CAPACITIES
COMP'TS 1 --C & 2---C
APPROX.
1430 CU. F7
AIR VOL,
53 CU. YD.
AIDE LINE
NOTE: THE FOLLOWING GENERAL NOTES WILL APPLY IN SO FAR AS EQUIPMENT MENTIONED BELOW IS SHOWN ON THIS DRAWING.
AGGREGATE BINS AND BIN COMPARTMENTS
HEAPED CAPACITIES OF AGGREGATE BINS AND BIN COMPARTMENTS ARE AS SHOWN AND ARE BASED ON HEAPING TO AN ANGLE OF' 400
FROM THE HORIZONTAL WITH MATERIAL WEIGHING 110N PER CU. FT. OR APPROXIMATELY ONE AND ONE HALF TONS PER CO. YD,
CEMENT BINS, BIN COMPARTMENTS AND SILOS
MINIMUM BARREL. BIN, BIN COMPARTMENT AND SILO CAPACITIF..S AS SHOWN ARF RASFD ON BUI.KINO OF 20% OR 0.8 CU. FT, PER BARREL.
CEMENT ELEVATOR
CAPACITY OF CEMENT ELEVATOR IS AS INDICATED AND IS FIGURED ON THE BASIS OF THE ELEVATOR BEING REGULARLY AND CONTINUOUSLY FED.
UNDER TRACK SCREW FEEDER
THE SCREW FEEDER HAS THE SAME CAPACITY AS CEMENT ELEVATOR WHICH IT FEEDS AND IS BASED ON THE SCREW BEING REGULARLY
AND CONTINUOUSLY FED. IT IS FURNISHED WITH CAR PLATES AND CANVAS CONNECTIONS FOR HOPPER BOTTOM RAILROAD CARS. SCREW
IS DRIVEN OFF THE E;-EVATOR FOOT SHAFT UNLESS OTHERWISE NOTED.
AGGREGATE ELEVATOR
CAPACITY OF AGGREGATE ELEVATOR IS FIGURED ON THE BASIS OF BEING REGULARLY AND CONTINUOUSLY FED WITH MATERIAL WEIGHING 100#
PER CU. FT. ELEVATOR IS DRIVEN FROM MOTOR AT HEAD UNLESS OTHERWISE NOTED.
ELECTRIC MOTOFS
UNLESS INDICATED OTHERWISE, ALL ELECTRIC MOTORS ARE WIRED FOR 230/460 VOLT, 3 PHASE, 60 CYCLE CURRENT. STARTING EQUIPMENT
WILL BE FURNISHED TO OPERATE ON 230 VOLTS UNLESS OTHERWISE STATED.
CAULKING INSTRIJCTIONS FOR CEMENT EQUIPMENT
IN ERECTING CEMENT BINS OR CEMENT COMPARTMENTS, SILOS, ELEVATORS AND SCREWS, ALL JOINTS MUST BE MADE WATER —TIGHT AS EREC—
TION PROCEEDS BY THE USE OF A COATING OF CAULKING COMPOUND ON JOINT FACES, AFTER ERECTION A CAREFUL CHECK SHOULD BE MADE
OF ALL JOINTS AND ADDITIONAL COMPOUND USED AS REQUIRED, AS ANY SMALLOPENING MAY RESULT IN WATER LEAKING IN OR CEMENT
LEAKING OUT. CAULK'.NG COMPOUND IS FURNISHED BY ERIE STRAYER COMPANY.
POWER REQUIREMENT FOR CONTROLS
VOLTAGE SHALL BE 110 VOLTS (+— 5%) 60 CYCLE PER SECOND.
MODIFICATIONS OR ADDITIONS
ALL FIELD CHANGES TO THE EQUIPMENT SHOWN HEREIN, OR ANY ENCLOSURE, WALKWAY, PLATFORM, HOUSING OR OTHER ADDITION TO T141S
EQUIPMENT ARE THE aESPONSIBILITY OF THE BUYER, WHO AGREES TO HOLD ERIE STRAYER COMPANY HARMLESS AGAINST LIABILITY FOR
THE SAME.
NOT FOR CONSTRUCTION
THE DIMENSIONS SHO'rN HEREON ARE GENERAL AND OUTLINE DIMENSIONS ONLY AND ARE NOT INTENDED FOR USE AS DETAIL DIMENSIONS
FOR MAKING MODIFICATIONS OR ADDITIONS, SUCH AS ENCLOSURES, WALKWAYS, PLATFORMS OR HOUSINGS TO THE EQUIPMENT SHOWN.
DY ERIE STRAYER CO.
U
CS2-7 1 5 AUXILIARY
CEMENT SILO SPLIT
1 /2 - 1 /2
W/ DOUBLE WALL
DIVIDER 715 BBL MAX
CAPACITY
4" DIA AIR LOADING PIPE (2 REQ'D) (1
IN
EA. COMP'T)
12" DIA. INCLINED
SCREW FEEDER 19'-
8"
C. TO C.
W/ 25 HP DRIVE
(2 REQ'D)
U
LOWER COLUMNS &
BRACING
U
SERVICE PLATFORM
W/ HANDRAILS
0
CEMENT SILO ROOF
HANDRAILS
7�
LADDER W/ SAFETY
CAGE FROM GRADE
TO
CEMENT SILO
ROOF W/ ACCESS
TO SERVICE PLATFORM
EXISTING EQUIPMENT FROM AS-4077
BY OTHERS
8 DUST COLLECTION EQUIPMENT FOR SILO
g� AIR LOADING PIPING SUPPORTS
PLANT POWER
4-60V - 3PH - 60HZ
CONTROL POWER
120V -- 1 PH - 60f-]Z
ERIE STRAYER Co.
ERIE PA
AUXILIARY CEMENT SILO
GENERAL ARRANGEMENT
CRIDER &. SHOCKEY
___'___l
y
FOR ANCHOR BOLT PLAN SEE 4A-237011
--- -- --- — ---- - ------ ------ - - I No.
IFEVISiON
INLL I DATE
CONTRACT NO. DWC BY DATE CHK_BY DATE APR BY
CS-7334 NAS 201 -L� 00
SCALE FILE
3/16"=1'-0°jDW(G 4A-237010