TRANSMITTAL LETTER · 6" scarified, 6% lime or ckd stabilized subgrade or select fill. recompact...

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

[email protected]

Southwest General Contractors223 SW 4th Ave.Amarillo, TX 79101United States

Gary [email protected]

Plains Builders Amarillo7110 Canyon Dr.Amarillo, TX 79109United States

Kelly [email protected]

Schwob Building Company, LTD.2349 Glenda LaneDallas, TX 75229United States

Mark [email protected]

Custom Barns and ConstructionPO Box 1041Canyon , TX 79015United States

Paul [email protected]

Commercial Industrial Builders, Inc.2901 SE 11th Ave. Amarillo, TX 79104United States

Wes [email protected] x18

Southwest General Contractors223 SW 4th Ave.

Amarillo, TX 79101United States

Wiley [email protected]

Wiley Hicks Construction1301 SW 3rd AveAmarillo, TX 79106United States

Stacy [email protected]

Panhandle Steel Buildings, Inc.1001 NE 5th Ave.Amarillo, TX 79107US

FROM: Don [email protected]

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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(806) 352-7117

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(806) 447-2503

WO

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Wolfforth, T

X 79382

(806) 791-2300

F-4

39

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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.

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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

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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%


Scale: 1" = 40'

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P.O

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Wellington, T

X 79095

(806) 447-2503

WO

LF

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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


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



#4 Rebar @ 12" O.C.E.W.

8" PORTLAND CEMENT

CONCRETE (15-foot joint spacing)



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

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Attach the W.W.M. & fabric on end posts

90^

F

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2"

A

A


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








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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





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


06-13-14

2

2



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








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AM

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2420 Lakeview

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Am

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X 79109

(806) 352-7117

WE

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GT

ON

P.O

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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


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%



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

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S

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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

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1

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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


2

1


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

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4' C

ha

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4' C

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in

L

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4' C

ha

in

L

in

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2



06/16/14

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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

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2.14

TRANSMITTAL LETTER · 6" scarified, 6% lime or ckd stabilized subgrade or select fill. recompact...

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Transcript of TRANSMITTAL LETTER · 6" scarified, 6% lime or ckd stabilized subgrade or select fill. recompact...