Post on 27-May-2018
B O C K U S P A Y N E A S S O C I A T E SA R C H I T E C T S
BOCKUS PAYNE ASSOCIATES ARCHITECTS, A PROFESSIONAL CORPORATION6303 WATERFORD BLVD. SUITE 240, OKLAHOMA CITY, OKLAHOMA 73118
TELEPHONE (405) 842-0858 FAX (405) 843-8959Page | 1 of 2
TRANSMITTAL LETTER 00015
DATE: 6/16/2014PROJECT: Medley - AmarilloPROJECT NO: 2013158TO: Chris Moncivais
chrism@swgc.net806-374-1050
Southwest General Contractors223 SW 4th Ave.Amarillo, TX 79101United States
Gary Floydgary@pbi-tx.com806-355-8191
Plains Builders Amarillo7110 Canyon Dr.Amarillo, TX 79109United States
Kelly Horakkhorak@schwob.com972-243-7674
Schwob Building Company, LTD.2349 Glenda LaneDallas, TX 75229United States
Mark Hughescustombymark@yahoo.com806-433-8612
Custom Barns and ConstructionPO Box 1041Canyon , TX 79015United States
Paul Gilbertpaul@cib-inc.com806-376-6295
Commercial Industrial Builders, Inc.2901 SE 11th Ave. Amarillo, TX 79104United States
Wes Purserwes@swgc.net806-374-1050 x18
Southwest General Contractors223 SW 4th Ave.
Amarillo, TX 79101United States
Wiley Hickswiley@whjrinc.com806-376-5941
Wiley Hicks Construction1301 SW 3rd AveAmarillo, TX 79106United States
Stacy Brewersbrewer@psb-inc.com806-376-6397
Panhandle Steel Buildings, Inc.1001 NE 5th Ave.Amarillo, TX 79107US
FROM: Don KeenDonK@bockus-payne.com405.842.0858
Bockus Payne Associates Architects6303 Waterford Blvd Suite 240Oklahoma City, OK 73118United States
COPIES: Don Keen (Bockus Payne Associates Architects)COPIES: Danny Choate (Bockus Payne Associates Architects)
BOCKUS PAYNE ASSOCIATES ARCHITECTS, A PROFESSIONAL CORPORATION6303 WATERFORD BLVD. SUITE 240, OKLAHOMA CITY, OKLAHOMA 73118
TELEPHONE (405) 842-0858 FAX (405) 843-8959Page | 2 of 2
SUBJECT Medley Amarillo Addendum No. 4VIA: Info ExchangeFOR YOUR: For Bid
THE FOLLOWING
QTY DATED TITLE NOTES
1 6/16/2014 009114 USER - Addendum Number 4.pdf
1 6/16/2014 2013158 - A2.14 updated.pdf
1 6/16/2014 Dim Control Plan - Revised 6-16-14.pdf
1 6/16/2014 Site Grading Plan - Revised 6-16-14.pdf
1 6/16/2014 Site Utility Plan - Revised 6-16-14.pdf
REMARKS: Please see the attached Addendum No. 4 for Medley Amarillo. Let us know if you have any question or need further direction.
Addendum #4 6-16-2014
Medley Material Handling ADDENDUM NUMBER 4Service Facility 009114 - 1Amarillo, TX
SECTION 009114ADDENDUM NUMBER 4
PARTICULARSDATE: JUNE 16, 2014PROJECT: MEDLEY MATERIAL HANDLING SERVICE FACILITY - AMARILLO, TEXASPROJECT NUMBER: 2013158OWNER: MEDLEY MATERIALS HANDLINGARCHITECT: BOCKUS PAYNE ASSOCIATES
TO: PROSPECTIVE BIDDERSTHIS ADDENDUM FORMS A PART OF THE CONTRACT DOCUMENTS AND MODIFIES THEBIDDING DOCUMENTS DATED MAY 5, 2014 , WITH AMENDMENTS AND ADDITIONS NOTEDBELOW.ACKNOWLEDGE RECEIPT OF THIS ADDENDUM IN THE SPACE PROVIDED IN THEQUOTATION. FAILURE TO DO SO MAY DISQUALIFY THE BIDDER.THIS ADDENDUM CONSISTS OF 1 PAGE AND THE FOLLOWING ATTACHMENTS: Revised Drawing Sheet C1.0 - Dimension Control Plan Revised Drawing Sheet C2.0 - Site Grading Plan Revised Drawing Sheet C3.0 - Site Utility Plan Revised Drawing Sheet A2.14 - Floor Plan - First Floor Shop[
CHANGES TO THE DRAWINGSDRAWINGS C1.0, C2.0 & C3.0 These drawings are revised and re-issued as part of this addendum.The changes indicate a
reduction in the size of the Holding Tank and an increase in the size of the Leach Field.DRAWING A2.14 -FLOOR PLAN - FIRST FLOOR SHOP This drawing is revised and re-issued as part of this addendum. The chain link fence at the west
end of the building has been reconfigured.
CLARIFICATIONS / CONTRACTOR QESTIONSQUESTION NO. 1 What is the depth and output of the water well to be dug?
Based on data of six (6) wells dug in the general area, the depth will need to be a minimumof 450 feet. The average gallon/minute output of the six wells was 16.
END OF ADDENDUM NUMBER 3
62.27'
85.79'
7.03'
25.44'
62.29'
20.14'
246.50'
41.88'
22.00'
22.00' 6.63'
246.51'
40.31'
1
4
.9
9
'
2
5
.0
0
'
2
1
0
.0
2
'
R
2
5
.
0
0
'
R
2
5
.
0
0
'
7
0
.4
4
'
159.88'
65.27'
15.60'
244.95'
85.85'
135.46'
384.57'
202.33'
64.83'
37.25'
445.06'
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AM
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ILLO
2420 Lakeview
D
rive
Am
arillo, T
X 79109
(806) 352-7117
WE
LLIN
GT
ON
P.O
. B
ox 543
Wellington, T
X 79095
(806) 447-2503
WO
LF
FO
RT
H
328 E
. H
wy 62 U
nit N
o. 1
Wolfforth, T
X 79382
(806) 791-2300
F-4
39
3
Scale: 1" = 40'
Dimension Control Plan
385.90'
73.95'
R
2
5
.
0
0
'
R
2
5
.
0
0
'
196.21'
29.65'
Finish Floor: 3672.75
Water Well
100' Radius
Leach Field Buffer Zone
Leach Field Area
C1
.0
= Concrete Paving
= Gravel Surface
= Caliche Surface
309.58'
248.40'
4.88'
44.49'
15.02'
12.25'
98.00'
24.00'
67.10'
53.60'
Decorative Fence
see Arch. Details
Sliding Gate
see Arch. Details
Decorative Fence
see Arch. Details
9.00' (Typ.)
10.00'
18.00' (Typ.)
20.13'
Flag Pole
72.30'
9.00' (Typ.)
9.00' (Typ.)
20.44'
77.16'
18.00' (Typ.)
Decorative Fence
see Arch. Details
21.09'
197.80'
26.92'
24.00'
24.00'
27.57'
2.98'
9.00'
22.27'
9.00'
COPYRIGHT 2011 BOCKUS PAYNE ASSOCIATES
ARCHITECTS, P.C. ALL RIGHTS RESERVED. THIS
DRAWING IS PROPERTY OF BOCKUS PAYNE
ASSOCIATES ARCHITECTS. ANY MODIFICATION
OR USE OF THIS DRAWING WITHOUT EXPRESS
WRITTEN AUTHORIZATION OF BOCKUS PAYNE
ASSOCIATES ARCHITECTS, P.C. IS PROHIBITED.
BO
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123.88'
112.60'
60.00'
42.00'
6.00'
6.00'
6.00'
6.00'
6.00'
6.00'
6.00'
43.62'
18.79'
87.46'
22.59'
3000 PSI CONCRETE
PAINT YELLOW
6" SCH 40 STEEL PIPE
2'-0"
3'-0
"4
"3
'-0
"
3000 PSI CONCRETE
FOOTING
EXPANSION JOINT AROUND BOLLARD
BOLLARD DETAIL
NTS
Place Bollards around
Septic Tank
Holding Tank
See Detail Sheet C3.0
2
2
1
Leach Field & Holding Tank Revisions
06-13-14
2
Reduced Size of Holding Tank
Increase Size of Leach Field
8.63'
I-2
7
F
ro
n
ta
g
e
R
o
a
d
S. C
oulte
r S
t.
12.88'24.00'
41.60'
8.93'
14.50'
56.60'
Install 1 pair of
12' gates
Install 4' Chain Link
Fence as shown
06/16/14
-3.0%
-
2
.
2
%
-
1
.
7
%
-3.3%
-2
.9
%
-
5
.
3
%
-1.8%
-1.8%
-1.8%
-2.5%
-
2
.
2
%
-
1
.
8
%
-
0
.
9
%
-1
.7
%
-2.0%
-2.6%
-2
.3
%
-
0
.9
%
-
0
.
8
%
-1
.1
%
-
1
.
7
%
-0.8%
-
0
.
4
%
-1.9%
-
1
.
8
%
-
1
.
9
%
-
0
.
4
%
-0.4%
-
0
.
4
%
-0
.4
%
-0.4%
-0.4%
-
0
.
8
%
-
1
.5
%
-
0
.
5
%
-
3
.3
%
-3.4%
-3.0%
-
2
.
2
%
-2.6%
-2.8%
-1
.6
%
-2.0%
-1.9%
-2.5%
-13.3%
-10.6%
Finish Floor: 3672.75
Scale: 1" = 40'
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AM
AR
ILLO
2420 Lakeview
D
rive
Am
arillo, T
X 79109
(806) 352-7117
WE
LLIN
GT
ON
P.O
. B
ox 543
Wellington, T
X 79095
(806) 447-2503
WO
LF
FO
RT
H
328 E
. H
wy 62 U
nit N
o. 1
Wolfforth, T
X 79382
(806) 791-2300
F-4
39
3
Site Grading Plan
C2
.0
Install 765 LF Silt Fence
Erosion Control
Install 510 LF Silt Fence
Erosion Control
GRAVEL SURFACE PAVING DETAIL
NOT TO SCALE
6" SCARIFIED AND
RECOMPACTED SUBGRADE
(PI of material shall be 15 or less)
#4 Rebar @ 12" O.C.E.W.
6" PORTLAND CEMENT
CONCRETE (15-foot joint spacing)
8" FLEXIBLE BASE TxDOT ITEM 247-
TYPE "A" OR "B" GRADE "1" OR "2"
HEAVY DUTY CONCRETE PAVEMENT SECTION DETAIL
NOT TO SCALE
8" SCARIFIED AND
RECOMPACTED SUBGRADE
(PI of material shall be 15 or less)
#4 Rebar @ 12" O.C.E.W.
8" PORTLAND CEMENT
CONCRETE (15-foot joint spacing)
8" FLEXIBLE BASE TxDOT ITEM 247-
TYPE "A" OR "B" GRADE "1" OR "2"
EROSION CONTROL
NTS
to be filtered.
storm frequency may be used to calculate the flow rate
to intercept sediment from overland runoff. A 2 year
is not recommended to control erosion from a drainage
area larger than 2 acres.
flow through rate of 100 GPM/FT . Sediment control fence
Sediment control fence should be sized to filter a max.
downstream perimeter of a disturbed area along a contour
A sediment control fence may be constructed near the
SEDIMENT CONTROL FENCE USAGE GUIDELINES
4' min. steel or wood posts spaced at 6' to 8'.
6"
3' min. width
Embed posts 18" min.
2"
2
Backfill & hand tamp.
or anchor if in rock.
Filter fabric
Flow
90^
SECTION A-A
wooden posts (or 4 T-Clips or sewn
using 4 evenly spaced staples for
Fasten fabric to top strand of welded wire mesh (W.W.M.)
by hog rings or cord at a max. spacing of 15".
vertical pockets for steel posts).
upstream direction. Minimum trench size
shall be 6" square. Backfill and hand tamp.
side and approx. 2" across trench bottom in
Place 4" to 6" of fabric against the trench
Hardwood posts shall have a min. cross section of 1.5" x 1.5".
Softwood posts shall be 3" min. dia. or nominal 2"x4".
fabric
Woven filter
2" x 4".
max. opening size shall be
Galv. W.W.M. (12.5 Ga. min.)
F
l
o
w
Attach the W.W.M. & fabric on end posts
90^
F
l
o
w
2"
A
A
Install 20 LF Silt Fence
Erosion Control
Concrete Apron
Install 55.0 LF Design 3
Arched RCP @ 0.20%
Install 2 - 47.0 LF Design 1
Arched RCP @ -0.53%
S.E.T.'s @ 6:1 (Typ.)
No Cross-Runner Bars
S.E.T.'s @ 6:1 (Typ.)
No Cross-Runner Bars
COPYRIGHT 2011 BOCKUS PAYNE ASSOCIATES
ARCHITECTS, P.C. ALL RIGHTS RESERVED. THIS
DRAWING IS PROPERTY OF BOCKUS PAYNE
ASSOCIATES ARCHITECTS. ANY MODIFICATION
OR USE OF THIS DRAWING WITHOUT EXPRESS
WRITTEN AUTHORIZATION OF BOCKUS PAYNE
ASSOCIATES ARCHITECTS, P.C. IS PROHIBITED.
BO
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1
SCALE: NOT TO SCALE
2
2
8" FLEX BASE TxDOT ITEM 247 - TYPE "A", "B", OR "C"
GRADE "3" COMPACTED TO 100% STANDARD PROCTOR
AS DETERMINED BY ASTM D698-91 AND TESTED IN
ACCORDANCE WITH ASTM D292-91
4" - ASTM D448 SIZE NO. 3 - SEE SPECIFICATIONS
NOTES BY SYMBOL " ":
1
3
3
6" SCARIFIED, 6% LIME OR CKD STABILIZED SUBGRADE
OR SELECT FILL. RECOMPACT SUBGRADE/FILLTO 100%
STANDARD PROCTOR AS DETERMINED BY ASTM D698-91
AND TESTED IN ACCORDANCE WITH ASTM D2922-91
ASTM D448 SIZE NO. 3 COARSE AGGREGATE WITH AT LEAST
75% OF THE MATERIAL COARSER THAN THE NO. 4 HAVING AT
LEAST 2 FRACTURED FACES. THE GRADATION FOR THE
NO. 3 MATERIAL IS AS FOLLOWS:
2-1/2" - 100% PASSING
2" - 90-100% PASSING
1-1/2" - 35-70% PASSING
1" - 0-15% PASSING
1/2" - 0-5% PASSING
LIGHT DUTY CONCRETE PAVEMENT SECTION DETAIL
NOT TO SCALE
6" SCARIFIED AND
RECOMPACTED SUBGRADE
(PI of material shall be 15 or less)
8" FLEXIBLE BASE TxDOT ITEM 247-
TYPE "A" OR "B" GRADE "1" OR "2"
CALICHE SURFACE PAVING DETAIL
NOT TO SCALE
Top of Leach Bed Elv.: 3672.4
Match Ex. Elevation at Property Line
Match Ex. Elevation at Property Line
Match Ex. Elevation at Fence Line
Holding Tank
See Detail Sheet C3.0
2
1
Leach Field & Holding Tank Revisions
06-13-14
2
2
Reduced Size of Holding Tank
Increase Size of Leach Field
06/16/14
0+00
1+00
2+00
3+00
4+005+00
5+
93
BP: 0+00.00
EP: 5+92.56
PI: 0+60.00
PI: 4+68.54
PI: 4+76.38
PI: 5+90.27
PI: 5+
86.05
0+000+49
BP: 0+00.00
PI: 0+02.67
PI: 0+10.50
EP: 0+49.49
Elevatio
n
3660
3670
3680
3660
3670
3680
0.12%
0.15%
3.20%
1.00%
STA = 0+00.00
ELEV = 3667.93
STA = 4+68.54
ELEV = 3668.62
STA = 5+92.56
ELEV = 3670.03
STA:4+76.38
ELEV:3668.87
STA:5+92.56
ELEV:3672.75
TANK RIM
ELEV:3672.13
STA:0+60.00
ELEV:3668.01
-0+75 -0+50 -0+25 0+00
3672.40
3667.93
0+25
3672.40
3667.96
0+50
3672.40
3667.99
0+75
3672.40
3668.03
1+00
3672.38
3668.07
1+25
3672.37
3668.10
1+50
3672.32
3668.14
1+75
3672.34
3668.18
2+00
3672.39
3668.22
2+25
3672.15
3668.25
2+50
3672.07
3668.29
2+75
3672.04
3668.33
3+00
3672.08
3668.37
3+25
3672.15
3668.40
3+50
3672.15
3668.44
3+75
3672.13
3668.48
4+00
3672.13
3668.52
4+25
3672.13
3668.55
4+50
3672.13
3668.59
4+75
3672.13
3668.83
5+00
3672.12
3669.11
5+25
3672.03
3669.36
5+50
3671.96
3669.61
5+75
3672.04
3669.86
6+00 6+25 6+50 6+75
Elevatio
n
3660
3670
3680
3660
3670
3680
-1.00%
-3.23%
-0.50%
STA = 0+00.00
ELEV = 3670.03
STA = 0+49.49
ELEV = 3669.56
Tank Rim
ELEV:3672.58
STA:0+02.67
ELEV:3670.00
STA:0+10.50
ELEV:3669.75
-0+75 -0+50 -0+25 0+00
3672.75
3670.03
0+25
3672.54
3669.68
0+50 0+75 1+00 1+25 1+50 1+75
COPYRIGHT 2011 BOCKUS PAYNE ASSOCIATES
ARCHITECTS, P.C. ALL RIGHTS RESERVED. THIS
DRAWING IS PROPERTY OF BOCKUS PAYNE
ASSOCIATES ARCHITECTS. ANY MODIFICATION
OR USE OF THIS DRAWING WITHOUT EXPRESS
WRITTEN AUTHORIZATION OF BOCKUS PAYNE
ASSOCIATES ARCHITECTS, P.C. IS PROHIBITED.
BO
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OJD
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AM
AR
ILLO
2420 Lakeview
D
rive
Am
arillo, T
X 79109
(806) 352-7117
WE
LLIN
GT
ON
P.O
. B
ox 543
Wellington, T
X 79095
(806) 447-2503
WO
LF
FO
RT
H
328 E
. H
wy 62 U
nit N
o. 1
Wolfforth, T
X 79382
(806) 791-2300
F-4
39
3
Scale: 1" = 40'
Site Utility Plan
Finish Floor: 3672.75
Water Well
100' Radius
Leach Field Buffer Zone
Install 39.0 LF 2" Sch. 40 PVC
Install 1 - 2" 45° Bend
Install 1 - 6" Cleanout
Install
2 - 6" 45° Bends
Install 35.6 LF 6" SDR 26
PVC @ -0.90%
C3
.0
WATER & SEWER PIPE EMBEDMENT DETAIL
CLEANOUT DETAIL
NTS
Install 408.5 LF 6" SDR 26 PVC @ 0.15%
Install 1 - 1,000 Gallon Capacity
Septic Tank (See Detail)
Install 8 Runs of
ADS ARC Chambers
Finished
Grade E
lv.
FL E
lv.
Pipe Flow Line
Ex. Ground Profile
Finished Grade Profile
FINISH FLOOR
Install 116.2 LF 6"
SDR 26 @ 1.00%
Install 1 - 6" Cleanout
Install 1 - 6" Cleanout
Sanitary Sewer Main Profile from Leach Field to Office
Install 3.0 LF 4" Sch. 40
PVC @ -1.00%
Install 450.0 LF 2" Sch. 40 PVC
Install 1 - 1,000 Gallon Sand/Oil Interceptor
(See Detail)
Bottom of Tank
Elv.=3667.50
Top of Tank
Elv.=3673.40
Sanitary Sewer Main Profile from Shop to Holding Tank
A
A
B
B
Holding Tank Section B - B
2
:
1
S
i
d
e
S
l
o
p
e
s
Top of Tank Elv.: 3673.4
Bottom of Tank Elv.: 3667.50
6" Sewer Line @ -0.50%
8" Reinforced Shotcrete (Typ.)
Min. Reinforcement #4 @ 12" OCEW
6" FL Elv.: 3669.56
Top of Tank Elv.: 3673.4
2
:
1
S
i
d
e
S
l
o
p
e
s
2
:
1
S
i
d
e
S
l
o
p
e
s
2
:
1
S
i
d
e
S
l
o
p
e
s
8" Reinforced Shotcrete (Typ.)
Min. Reinforcement #4 @ 12" OCEW
Scale: 1" = 6'
Holding Tank Section A - A
Scale: 1" = 6'
Bottom of Tank Elv.: 3667.50
Holding Tank Design Parameters
Anticipated Use: Wash Bay & Shop Drain
Estimated Average Flow: 3 GPM
Average Flow Period: 1 Hr./Day at 5 Days/Week
Computed Weekly Volume Generated: 900 Gal/Week
Estimated Net Evaporation Rate: 0.21 Inches/Day (Value Based on TCEQ OSSF Design Standards)
Average Surface Area of Tank Required: 982 SF (Water Level 1' Above Bottom of Tank)
Surface Area of Tank at 1' Water Level: 324 SF
Estimated Evaporation Volume: 42.4 Gal/Day = 296.9 Gal/Week
Volume of Tank at 1' Above Bottom: 1,900 Gallons
Evaporation Tank is smaller than the required size for 900 Gal/Week Evaporation, making it a Holding Tank.
Holding Tank is not large enough to provide appropriate evaporation rate. Tank has been sized at the direction
of the owner. Tank shall be monitored and contents hauled as needed to keep the water level below the flow line
of the 6" Sewer Line entering the Holding Tank. It is the responsibility of the owner to maintain a hauling agreement
with a licensed hauler.
Scale: H: 1" = 40'
V: 1" = 10'
Scale: H: 1" = 40'
V: 1" = 10'
Scale: H: 1" = 40'
V: 1" = 10'
Scale: H: 1" = 40'
V: 1" = 10'
Top of Leach Bed Elv.: 3672.40
Install 1 - 6" Cleanout
2
1
Leach Field & Holding Tank Revisions
06-13-14
2
2
8.00'
3.00'2.00' 31.60' 3.00' 2.00'
23.00'
3.00' 46.60' 3.00' 2.00'2.00'
4' C
ha
in
L
in
k F
en
ce
4' C
ha
in
L
in
k F
en
ce
4' C
ha
in
L
in
k F
en
ce
4' C
ha
in
L
in
k F
en
ce
2
Reduced Size of Holding Tank
Increase Size of Leach Field
06/16/14
CO
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IGH
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OH
IBITED.
BOCKUS PAYNE ASSOCIATES ARCHITECTS A PROFESSIONAL CORPORATION6303 WATERFORD BLVD. STE 240 OKLAHOMA CITY OKLAHOMA 73118
PHONE NO. 405-842-0858 FAX NO. 405-843-8959 WEB www.bockus-payne.com
CONSTRUCTION DOCUMENT - BID SET
SC
ALE
:N
OR
TH
1FLO
OR
PLA
N-
SH
OP
1/8"=1'-0"A
2.14