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SECTION 02 3000 REPORT OF GEOTECHNICAL EXPLORATION

PART 1 GENERAL

1.01 SECTION INCLUDES A. The Report of Geotechnical Subsurface Investigation dated May 23, 2014 as prepared by CTL

Geotechnical Services, Inc. (CTL Project No. CS-9157-14) is included and hereby follows this page.

PART 2 PRODUCTS (NOT USED)

PART 3 EXECUTION

A. The report is included for Contractor’s information only. The recommendations described shall not be construed as a requirement of this Contract, unless specifically referenced in the Contract Documents.

B. The report, by its nature, cannot reveal all conditions that exist on the site. Should subsurface conditions be found to vary substantially from this report, the Architect shall be immediately notified so any changes to the requirement of the contract documents can be reviewed.

C. The Owner and Architect assume no responsibility for the data contained within the report.

- END OF SECTION -

Emergency Lighting by Haynes Chambless King Architects I #14004

REPORT OF GEOTECHNICAL EXPLORATION 6/16/2014 02 3000 - 1

Report of Geotechnical Exploration

New Facility for Emergency Lighting by Haynes

Lakeview Place

Montgomery County , Alabama

CTL Project No. CS‐9157‐14

PREPARED FOR:

Emergency Lighting by Haynes c/o Chambless King Architects

12 West Jefferson Street

Suite 300

Montgomery, Alabama 36104

PREPARED BY:

1211 Newell Parkway Montgomery, AL 36110

May 23, 2014

APPENDIX

Boring Location Plan

Soil Boring Logs

Soil Laboratory Data

Soil Classification Chart

General Notes - Test Procedures

General Conditions - Exhibit B

0.4

4.5

8.0

13.0

15.0

LL= 41, PL= 26, PI= 23, 87%Passing No. 200 Sieve

No groundwater encountered

Drill Rig: CME-550

Driller: L. Joseph

5" Topsoil

Possible Fill, Clay (CL), trace of sand,yellowish-brown and light gray, soft

Clayey Sand (SC), brown and light gray, firm

Clay (CL), micaceous, tan, light gray andblack, firm

Silty Sand (SM), micaceous, tan, brown andlight gray, firm

Boring Terminated at 15 ft.

5

4

10

10

12

26

31

10

0.0

B-15/2/14CS-9157-14

Emergency Lighting by HaynesLot 13, Lakeview Place, Montgomery Co., AL

PAGE 1 OF 1

SB

L C

S-9

157-

14.G

PJ

5/2

3/14

REMARKS:

DEPTH(FT.)

DESCRIPTION ELEV.

40 60 80&

REMARKS

N - STANDARD PENETRATION RESISTANCEIN BLOWS PER FOOT (ASTM D-1586)

SYMBOLS AND ABBREVATIONS USED ABOVESEE SOIL BORING LEGEND FOR EXPLANATION OF

0

SOIL BORING LOG

BORING NUMBER :DATE DRILLED :PROJECT NUMBER :

NMC

10 20RESISTANCE

PROJECT :

CHRISTIAN TESTING LABORATORIES, INC.Montgomery, Alabama

STANDARD PENETRATION

(%)

LABORATORY RESULTS(FT.)

0.3

5.0

8.0

10.0


Drill Rig: CME-550

Driller: L. Joseph

3" Topsoil


Clayey Sand (SC), medium-coarse, withgravel, light brown, firm

Sandy Clay (CL), yellowish-brown and lightgray, firm


5

5

15

11

30

24

7

0.0

B-25/2/14CS-9157-14


PAGE 1 OF 1

SB

L C

S-9

157-

14.G

PJ

5/2

3/14

REMARKS:

DEPTH(FT.)

DESCRIPTION ELEV.

40 60 80&

REMARKS



0

SOIL BORING LOG


NMC

10 20RESISTANCE

PROJECT :



(%)


0.4

6.0

10.0


Drill Rig: CME-550

Driller: L. Joseph

5" Topsoil


Sandy Clay (CL), brown, gray and red, firm

Sandy Clay (CL), micaceous, yellowish-brownand light gray, firm


5

6

8

8

23

24

22

0.0

B-35/2/14CS-9157-14


PAGE 1 OF 1

SB

L C

S-9

157-

14.G

PJ

5/2

3/14

REMARKS:

DEPTH(FT.)

DESCRIPTION ELEV.

40 60 80&

REMARKS



0

SOIL BORING LOG


NMC

10 20RESISTANCE

PROJECT :



(%)


5.0

8.0

15.0

LL= 36, PL= 20, PI= 16, 60%Passing No. 200 Sieve

Groundwater encountered at 3 ft., 1hr. following drilling

Boring caved at 6.3 ft., 1 hr.following drilling

Groundwater encountered at 8 ft.during drilling

Drill Rig: CME-550

Driller: L. Joseph

Fill, Sandy Clay (CL), gray and brown, firm

Possible Fill, Sandy Clay (CL), lightreddish-brown and yellowish-brown, firm

Sandy Clay (CL), micaceous, yellowish-brownand light gray, stiff

Silty Sand (SM), micaceous, brown and gray,loose to firm


10

8

14

5

12

17

27

25

0.0

B-45/2/14CS-9157-14


PAGE 1 OF 1

SB

L C

S-9

157-

14.G

PJ

5/2

3/14

REMARKS:

DEPTH(FT.)

DESCRIPTION ELEV.

40 60 80&

REMARKS



0

SOIL BORING LOG


NMC

10 20RESISTANCE

PROJECT :



(%)


2.0

6.5 No groundwater encountered

Drill Rig: CME-550

Driller: L. Joseph

Possible Fill, Clay (CL), with roots, trace ofsand, brown and red, soft

Possible Fill, Clay (CL), trace of sand,yellowish-brown and light gray, firm

Boring Terminated at 6.5 ft.

4

6

9

26

26

19

0.0

B-55/2/14CS-9157-14


PAGE 1 OF 1

SB

L C

S-9

157-

14.G

PJ

5/2

3/14

REMARKS:

DEPTH(FT.)

DESCRIPTION ELEV.

40 60 80&

REMARKS



0

SOIL BORING LOG


NMC

10 20RESISTANCE

PROJECT :



(%)


2.5

6.0


Drill Rig: CME-550

Driller: L. Joseph

Possible Fill, Sandy Clay (CL), with roots,micaceous, yellowish-brown and red, firm

Clay (CL), trace of sand, yellowish-brown andlight gray, firm

Silty Sand (SM), medium-coarse, with gravel,brown and tan, firm


7

6

14

26

28

9

0.0

B-65/2/14CS-9157-14


PAGE 1 OF 1

SB

L C

S-9

157-

14.G

PJ

5/2

3/14

REMARKS:

DEPTH(FT.)

DESCRIPTION ELEV.

40 60 80&

REMARKS



0

SOIL BORING LOG


NMC

10 20RESISTANCE

PROJECT :



(%)


0.3

4.5


Drill Rig: CME-550

Driller: L. Joseph

3" Topsoil


Sandy Clay (CL), gray, firm


4

7

6

27

23

17

0.0

B-75/2/14CS-9157-14


PAGE 1 OF 1

SB

L C

S-9

157-

14.G

PJ

5/2

3/14

REMARKS:

DEPTH(FT.)

DESCRIPTION ELEV.

40 60 80&

REMARKS



0

SOIL BORING LOG


NMC

10 20RESISTANCE

PROJECT :



(%)


0

10

20

30

40

50

60

70

80

90

100

0.0010.010.1110100

PERCENT

FINER

BY

WEIGHT

U.S. SIEVE OPENING IN INCHES

GRAIN SIZE IN MILLIMETERS

U.S. SIEVE NUMBERS HYDROMETER

6 4 3 2 1.5 1 3/4 1/2 3/8 3 4 6 810 1416 20 30 40 50 70100140200

COBBLESGRAVEL SAND

SILT OR CLAYcoarse fine coarse medium fine

Specimen Identification

Specimen Identification

Classification MC% LL PL PI Cc Cu

D100 D30 D10 %Gravel %Sand %Silt %Clay

GRADATION CURVES

B-1

B-4

2.5

1.5

LEAN CLAY CL

SANDY LEAN CLAY CL

47

36

26

20

21

16

B-1

B-4

2.5

1.5

2.00

25.00

0.0

1.0

D50

13.0

39.0

87.0

60.0

PROJECT JOB NO.DATE

Emergency Lighting by Haynes - Lot 13, LakeviewPlace, Montgomery Co., AL

CS-9157-145/23/14

Christian Testing Laboratories, Inc.

GENERAL NOTES Soil descriptions are based on the predominate constituent of the material, further described by appropriate modifiers in reverse order of their importance. For example, a predominate clay soil containing sand would be described at “sandy clay”. Additional modifiers may be used, beginning with the least important constituent; such as, silty sand clay, etc…. Water levels shown on the test boring logs reflect those levels measured at the specified time and date indicated on the logs. These water levels are subject to seasonal fluctuation and can be affected by local surface drainage and/or rainfall during the monitoring period. The following table describes soil consistencies and relative densities based on penetration resistance values (N) determined by the Standard Penetration Test.

Clay and Silt SPT N-value Consistency

0-2 Very Soft 3-5 Soft 6-11 Firm 12-17 Stiff 18-29 Very Stiff 30-49 Hard 50+ Very Hard

Sand SPT N-value Relative Density

0-3 Very Loose 4-9 Loose 10-19 Firm 20-29 Very Firm 30-49 Dense 50+ Very Dense

Laboratory Test References Test Reference Particle Size Analysis………………………………..………. ASTM D-421, 422 & 1140 Atterburg Limit………………………………………………… ASTM D-423, 424 Specific Gravity……………………………………………….. ASTM D-854 Moisture Content…………………………………………....... ASTM D-2216 Triaxial Shear Test……………………………………………. ASTM D-2850 Unconfined Compression Test……………………………… ASTM D-2166 Consolidation Test……………………………………………. ASTM D-2435 Permeability Test……………………………………………… ASTM D-2434 Compaction Test…………………………………………....... ASTM D-698, 1557 California Bearing Ratio Test……………………………...... AASHO T-193

FIELD INVESTIGATIVE PROCEDURES Penetration Testing & Split-barrel Sampling: A standard 2.0” O.D. (1.4” I.D.) split-barrel sampler is first seated 6” to penetrate any loose cuttings and then driven an additional 12” with blows of a 140-pound hammer falling 30”. The number of blows required to drive the sampler the final foot is recorded and designated the “penetration resistance” (N). (ASTM D-1586) Soil Boring (SB): The test hole is advanced by a mobile drill rig utilizing 5 5/8” O.D. (2-1/4” I.D.) hollow augers. Soil samples are obtained with a standard split- tube sampler by driving the sampler thru the hollow auger. Soil samples form the split-tube are sealed in glass jars and transported to the laboratory to verify the driller’s field classifications. (ASTM D-1452 & 1586) Auger Boring (AB): Steel flight augers are utilized to advance the test hole. The soils are visually classified and sampled from the cuttings which are brought to the surface. (ASTM D-1452) Undisturbed Sampling (UD): Relatively undisturbed samples are obtained by forcing a section of 1” to 3” O.D. steel tubing into the soil. The tubes are then extracted and sealed to protect the soil samples for transport to the laboratory. (ASTM D-1587) Rotary-Wash Boring (RB): The drilling operation is performed by first setting a length of casing and then advancing the test hole by “jetting” a bentonite solution thru drill rods and bits. Core Drilling (CD): Upon the encounter of bedrock, the test hole is advanced by rock coring with utilizes and NX diamond but and double tube, swivel type core barrel. (ASTM D-2113) Monitoring Wells (MW): To provide for accurate water table determination and periodic monitoring, the well is constructed with 1.5” to 4” diameter PVC pipe meeting current standards for monitoring well construction. Remote Drilling (RD): When sites are inaccessible to a conventional truck-mounted drill, portable equipment is utilized which consists of skid mounted gasoline powered drill, hydraulic cat head and drill head/ Procedures then follow those outlined under “Soil Boring” and “Auger Boring”.

EXHIBIT “B” CHRISTIAN TESTING LABORATORIES, INC., (CTL)

GENERAL CONDITIONS OF AGREEMENT WITH THE Client 1. PAYMENT TERMS. Christian Testing Laboratories, Inc., (hereinafter called “CTL”) will submit invoices to Client monthly and a final bill upon completion of services. Invoice will show charges for different personnel, unit test prices and/or expense classifications unless a lump sum payment is agreed to as part of this Agreement. Payment is due upon presentation of invoice and is past due thirty (30) days from the invoice date. Client agrees to pay a finance change of one and one percent (1 %) per month (minimum of $25.00 per month) on the principal amount of any past due account. In the event CTL deems it necessary to refer the account to an attorney for collection, Client agrees to pay all costs of collection, including a reasonable attorney’s fee. 2. INSURANCE. CTL maintains Worker’s Compensation and Employer’s Liability Insurance in conformance with applicable state law. In addition, we maintain Comprehensive General Liability Insurance and Automobile Liability Insurance with bodily injury limits and property damage limits of $1,000,000.00 combined single limit. A certificate of insurance can be supplied evidencing such coverage with contains a clause providing that thirty (30) days written notice be given prior to cancellation. Cost of the above is included in our quoted fees. If additional coverage, such as additional insured endorsements, waiver of subrogation or increased limits of liability are required, CTL will endeavor to obtain the requested insurance and charge separately for costs associated with additional coverage or increased limits. 3. STANDARD OF CARE. The only warranty or guarantee made by CTL in connection with the services performed hereunder is that we will use that degree of care and skill ordinarily exercised under similar conditions by reputable members of our profession practicing in the same or similar locality. No other warranty, expressed or implied, is made or intended by our proposal for geotechnical/environmental services or by our furnishing oral or written reports. 4. RIGHT OF ENTRY. Unless otherwise agreed in writing, Client will provide for the right of entry for CTL, its agents and employees and all equipment necessary for completion of the work. While CTL will take reasonable precaution to minimize any property damage, repair of property damage (if any) is not included in the quoted fee and CTL is not responsible unless specifically stated. If Client desires CTL to repair or correct any property damage, the cost of such repairs or corrections will be paid by Client as an additional fee. 5. LIMITATION OF LIABILITY. Client agrees to limit CTL’s liability to Client, and to all construction contractors and subcontractors on the project, arising from CTL’s professional acts, errors or omission or other professional negligence, so that the total aggregate liability of CTL to all those named shall not exceed $25,000 or CTL’s total fees for services rendered on the project, whichever is less. If the Client prefers to have higher limits of professional liability, CTL agrees to increase the limits up to a maximum of $2,000,000 upon Client’s written request at the time of accepting our proposal, provided that the Client agrees to pay additional consideration of $350.00 per project. The additional charge for the higher liability limits is because of the greater risk assumed as is not strictly a charge for additional professional liability insurance. 6. EXISTING MAN MADE OBJECT. It is the duty of the Client to disclose the presence and accurate locations of all hidden or obscure man made objects, including utility lines, relative to field test or boring locations. CTL field personnel are trained to recognize clearly identifiable stakes or markings in the field and, without special written instructions, to initiate field testing, drilling and/or sampling within a reasonable distance of each designated location. If CTL is notified in writing of the presence or potential presence of underground or above ground obstructions, such as utilities, CTL will give special instructions to its field personnel. Client agrees (as evidenced by Client’s acceptance of this Agreement) to indemnify and save harmless CTL from all claims, suits, losses, personal injuries, deaths and property liability resulting from unusual subsurface structures, owned by Client or third parties, occurring in the performance of the proposed services, the presence and exact locations of which were not revealed to CTL in writing, and to reimburse CTL for expenses in connection with any such claims or suits, including reasonable attorney’s fees. 7. SAMPLING OR TESTING LOCATION. Unless otherwise stated in writing, the fees included in the Agreement do not include costs associated with surveying of the site or the accurate horizontal and vertical locations or tests. Boring locations described in CTL’s report or shown on sketches are based on specific information furnished by the Client or Client’s agent or estimates made by CTL technicians. Such dimensions, depths or elevations should be considered as approximations unless otherwise stated in the report or contracted for at the inception of the Agreement. 8. SAMPLE DISPOSAL AGREEMENT. CTL will retain soil and rock samples which are not used for testing for sixty (60) days after submission of our report. After sixty (60) days the retained samples will be discarded unless the Client has made written request for storage or transfer of the samples. Client shall be responsible for the expense of such storage or transfer. 9. SAFETY. When CTL provides periodic observations or monitoring services at the job site during construction, Client agrees that, in accordance with generally accepted construction practices, the contractor (i.e. not CTL) will be solely and completely responsible for working conditions on the job site, including safety of all persons and property during the performance of the work, and compliance with OSHA regulations, and that theses requirements will apply continuously and not be limited to normal working hours. Any monitoring of the contractor’s procedures conducted by CTL is not intended to include review of the adequacy of the contractor’s safety measures in, on, adjacent to, or near the construction site. 10. ENGINEERING, EQUIPMENT AND TECHNICAL SERVICES. Fees for such services are based upon all time spent on the project by engineering or technical personnel at the hourly or unit rates of the Fee Schedules. The quoted fee may not cover the cost of conferences, site visits, review of plans and specifications, or other services subsequent to submittal of our report. Such additional services will be invoiced at the applicable rates. All engineering and technical work is generally provided by CTL’s regular employees; however, special services by other firms or consultants may be needed on occasion and will be invoices at the applicable rates. No “outside” services will be contracted for without Client’s prior permission. 11. ASSIGNMENT. Neither Client or CTL may delegate, assign, sublet or transfer its duties or interest in this agreement without the prior written consent of the other party. 12. DISPUTE RESOLUTION. In the event a dispute results from the CTL/Client relationship, the Client agrees to informal, non-binding mediation between the parties. Should the dispute result in form mediation, arbitration and/or litigation and CTL receives summary judgement or is adjudicated not liable for the claims of the Client, the Client agrees to pay all costs incurred by CTL in defense of any claim, included, but not limited to, reasonable attorney’s fees. 13. OWNERSHIP OF DOCUMENTS. All reports, boring logs, field data, laboratory test data, calculations, estimates and other documents prepared by CTL, as instruments of service, shall remain in the custody and control of CTL. Client agrees that under no circumstances shall any documents or reports produced by CTL pursuant to this Agreement be used at any location or for any project not expressly provided for in this agreement without the written permission of CTL. Client agrees that all reports and other work furnished to Client or its agents, which are not paid for, will be returned upon demand and will not be used by Client for any purpose whatsoever. CTL will retain all pertinent written records relating to the services performed for a period of five (5) years following submission of the report, during which period the records will be made available to Client at all reasonable times. During this five (5) year period, CTL will provide Client with copies of required documents created in the performance of the work, at the expense of Client. 14. TERMINATION. This agreement may be terminated by either party upon fourteen (14) days written notice in the event of material failure by the other party to perform in accordance with the terms hereof. Such termination shall not be effective if the material failure has been remedied before the expiration of the period specified in the written notice. In the event of termination, CTL shall be paid for all services performed and expenses incurred up to the termination notice date plus reasonable termination expenses. The expenses of termination or suspension shall include all direct costs of CTL in completing such analysis, records and reports. 15. GOVERNING LAW. This agreement shall be governed and constructed in accordance with the laws of the State of Alabama, United States of America. 16. SEPARABILITY. The provisions of this Agreement are separate and divisible, and, if any court of competent jurisdiction shall determine that any provisions hereof is void and/or unenforceable, the remaining provisions shall be construed and shall be valid as if the void and/or enforceable provisions or provisions were not included in this Agreement. 17. WAIVER. Except as otherwise especially provided in this Agreement, no failure on the part of either party to exercise, and no delay in exercising, any rights, privilege or power under this Agreement shall operate as a waiver or relinquishment thereof, nor shall any single partial exercise by either party or any right, privilege or power under this Agreement preclude any other or further exercise thereof, or the exercise of any right, privilege or power. Waiver by any party of any breach of any provisions of the Agreement shall not constitute or be construed as a continuing waiver, or a waiver of any other breach of any provision of this Agreement. 18. BINDING. This Agreement shall be binding upon all of the parties and their respective estates, heirs, administrators, executors, successors and assigns. 19. STIPULATION. Each of the parties to this Agreement as set forth herein stipulate that they have read, understand and agree to be bound by all of the terms set forth pursuant to the documents which are the basis of this agreement.


TERMITE CONTROL6/16/2014 31 3116 - 1

SECTION 31 3116

TERMITE CONTROL

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Chemical soil treatment.

1.02 REFERENCE STANDARDS

A. Title 7, United States Code, 136 through 136y - Federal Insecticide, Fungicide and Rodenticide Act; United States Code; 1947 (Revised 2001).

1.03 SUBMITTALS

A. See Section 01 3000 - Administrative Requirements, for submittal procedures. 1. Action Submittals:

a. None 2. Informational Submittals:

a. Product Data: Indicate toxicants to be used, composition by percentage, dilution schedule, intended application rate and the EPA-Registered Label.

b. Manufacturer's Certificate: Certify that toxicants meet or exceed specified requirements. c. Certificate of compliance from authority having jurisdiction indicating approval of

toxicants. d. Soil Treatment Application Report: After apllication of termiticide is completed, submit

report for Owner's records and include the following: 1) Date and time of application. 2) Moisture content of soil before application. 3) Product brand name and manufacturer. 4) Quantity of undiluted termiticide used. 5) Dilution, methods, volumes used, and rate of application. 6) Areas of appliaction. 7) Water source for application. 8) Warranty: Submit warranty and ensure that forms have been completed in Owner's

name.

1.04 QUALITY ASSURANCE

A. Installer Qualifications: Company specializing in performing this type of work and: 1. Having minimum of 2 years documented experience. 2. Approved by manufacturer of treatment materials. 3. Licensed accordingly to regulations of authorities having jurisdiction to apply termite control

treatment and products in jurisdiction where Project is located. B. Source Limitations: Obtain termite control products from single manufacturer. C. Preinstallation Conference: Conduct conference at Project site prior to application.

1.05 WARRANTY

A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements. B. Provide five year installer's warranty against damage to building caused by termites.

1. Include coverage for repairs to building and to contents damaged due to building damage and re-treat all areas.

2. Warranty period from date of substantial completion.


TERMITE CONTROL6/16/2014 31 3116 - 2

PART 2 PRODUCTS

2.01 MATERIALS

A. Toxicant Chemical: EPA approved, complying with requirements of authorities having jurisdiction; synthetically color dyed to permit visual identification of treated soil. 1. Service Life of Treatment: Soil treatment termiticide that is effective for not less than five

years against infestation of termites. B. Diluent: Recommended by toxicant manufacturer.

2.02 MIXES

A. Mix toxicant to manufacturer's instructions.

PART 3 EXECUTION

3.01 EXAMINATION

A. Verify that soil surfaces are unfrozen, sufficiently dry to absorb toxicant, and ready to receive treatment.

B. Do not treat soil while precipitation is occurring. C. Verify final grading is complete.

3.02 APPLICATION

A. Comply with requirements of U.S. EPA and applicable state and local codes. B. Proceed with application only after unsatisfactory conditions have been corrected. C. Spray apply toxicant in accordance with manufacturer's instructions. D. Apply toxicant at following locations:

1. Under Slabs-on-Grade. 2. At Both Sides of Foundation Surface.

E. Under slabs, apply toxicant immediately prior to installation of vapor barrier. F. At foundation walls, apply toxicant immediately prior to finish grading work outside foundations. G. Apply extra treatment to structure penetration surfaces such as pipe or ducts, and soil penetrations

such as grounding rods or posts. H. Re-treat disturbed treated soil with same toxicant as original treatment. I. If inspection or testing identifies the presence of termites, re-treat soil and re-test.

3.03 PROTECTION

A. Do not permit soil grading over treated work.

- END OF SECTION -