krebs au 15-358, krebs 15748 addendum no. 1 … shall compute the quantity of earthwork required and...

KREBS AU 15-358, Krebs 15748 ADDENDUM NO. 1

PAGE 1 Krebs Engineering, Inc. 312 Catoma Street Suite 100 Montgomery, AL 36104 334-271-0986 April 21, 2016 ADDENDUM NO. 1 CONTRACT NO.: AU 15-358, Krebs 15748 OWNER: Auburn University PROJECT: Facilities Management Complex – Parking Lot Expansion BID DATE: May 3, 2016 TO: ALL PROSPECTIVE CONTRACTORS AND SUPPLIERS The changes, modifications, and/or additions covered by and set forth in this Addendum No. 1 shall become part of and be incorporated in the Contract Documents for the above referenced project: PREVIOUS ADDENDA TO BE REVISED BY ADDENDUM: BIDDING REQUIREMENTS TO BE REVISED BY ADDENDUM: SPECIFICATIONS TO BE REVISED BY ADDENDUM: AD 1.0 Delete AU Form C-3C, Stated Allowances and Unit Prices, in its entirety and replace

with the attached in lieu thereof. AD 1.1 Delete Specification Section 011000, Project Summary, in its entirety and replace with

the attached in lieu thereof. AD 1.2 Incorporate attached Specification Section 334600, Sub-Drainage, into the project

documents. DRAWINGS TO BE ADDED BY ADDENDUM: AD 1.3 Delete Sheet C3, New Site Plan, in its entirety and replace with the attached in lieu

thereof. AD 1.4 Delete Sheet C4, Grading Plan, in its entirety and replace with the attached in lieu

thereof.


PAGE 2 AD 1.5 Delete Sheet C5, Staking & Control Plan, in its entirety and replace with the attached

in lieu thereof. AD 1.6 Delete Sheet C7, Miscellaneous Details, in its entirety and replace with the attached

in lieu thereof. INFORMATION ADDED BY ADDENDUM TO APPENDIX AD 1.4 Incorporate the attached, Pre Bid Notes, document as additional information to the

specifications. APPENDIX INFORMATION ADDED BY ADDENDUM This Addendum No. 1 shall be attached to the front of your set of specifications and made a part

of the Contract Documents. Receipt of this Addendum No. 1 shall be acknowledged on Page of

the Proposal Form.

Krebs Engineering, Inc. By____________________________

O. Ray Womack, P.E., LEED AP Senior Associate


PAGE 3 THIS IS THE LAST PAGE Attachments to Addendum No. 1 preceding this page: AU Form C-3C Specification 011000 Specification 334600 Drawing Sheet C3 Drawing Sheet C4 Drawing Sheet C5 Drawing Sheet C7 Pre Bid Notes A total of 20 pages or sheets of drawings (including this page) have been included in Addendum No. 1.

General Contractors are requested to return this page as an acknowledgement that you have received this Addendum by mail. This will NOT be mailed. A copy of this Addendum may be picked up at the office of the Engineer. Return to Auburn University Project Manager by Email at: [email protected] Received By__________________________ Contractor____________________________ Date____________________

AU Form C-3C

November 2105

Page 1 of 2

STATED ALLOWANCES AND UNIT PRICES

Attachment to ABC Form C-3

Proposal Form

STATED ALLOWANCE AND UNIT PRICES

The following items of work are anticipated during construction of this contract; however the

exact quantity of each work item may not be determinable prior to bidding. The Contractor,

shall therefore, include in his Lump Sum Base and / or Alternates Bid (as applicable), an

allowance for the following items in the quantities indicated: Allowance Unit Prices include all

charges for labor, materials and equipment, shoring, layout, supervision (field and home office),

general expenses, taxes, insurances, overhead and profit, but not limited to, for accomplishment

of the Allowance item(s). Where quantities of same items of work are defined and are quantified

in the bid documents, the allowance quantities indicated hereinafter shall be in addition to those

which are indicated. (Example: If the site grading plan indicates new and existing grades, the

bidder shall compute the quantity of earthwork required and include that quantity of work in the

bid the same as if no “allowance quantity were specified. If an additional allowance quantity of

earthwork is stipulated, that stipulated allowance quantity of work shall also be included in

addition to the quantity computed from the bidders earthwork “takeoff”).

The following Unit Prices Quoted are for increases or decreases in the above quantities included

in the Lump Sum Base and/or Alternate Bids. These Unit Prices include all charges for labor,

materials and equipment, fee, layout, supervision (field and home office), general expenses,

taxes, insurances, overhead and profit, but not limited to, for accomplishment of the Unit Price

item(s).

Clarification Note: The Unit Prices quoted by the Contractor shall apply to increases

(additive change orders) and to decreases (deductive change orders). This requirement

shall supplement the requirements of the General Conditions, and Instructions to Bidders.

Changes in the contract amount which are computed using the Stated Allowances and

Unit Prices shall be figured at the same unit price whether additive or deductive.

ITEM ALLOWANCE

QUANTITY

ALLOWANCE

UNIT PRICE

TOTAL

New Asphalt Paving

6-4-2 Build Up

20 SY

New Asphalt Paving

6-2-1 Build Up

20 SY

AU Form C-3C

November 2105

Page 2 of 2

Concrete Paving 6”

Thick

20 SY

Concrete Wheel

Stops including Rebar

Pins

10 EA

Removal & Haul Off

of Unsuitable Soils

40 CY

Import & Spread

Select Fill

40 CY

6’ High Segmental

Chainlink

Construction Fence

Sections

5 EA

ALDOT #57 Stone

Backfill

10 CY

Facilities Management Complex – Parking Lot Expansion AU Project Number: 15-358

011000-1 Summary

SECTION 011000

PROJECT SUMMARY

PART 1 GENERAL

1.01 PROJECT

AU Project Name: Facilities Management Complex – Parking Lot Expansion

A. AU Project Number 15-358

B. Owner: Auburn University

c/o Facilities Management,

West Samford Avenue,

Auburn University, AL 36849-5514

C. Engineer: Krebs Engineering, Inc.

D. Work: The project consist of the construction of approximately 1,100 SY of 6-4-2 and

2,000 SY of 6-2-1 build-up of asphalt pavement. Project further includes flat concrete

work and pavement striping.

E. Time of Completion: Base Bid work in this contract shall be substantially completed within

60 Calendar days of the dated stated in the Notice to Proceed.

F. Liquidated Damages: In accordance with ABC Form C-8, General Conditions, and Article

49.C.

G. Rain Day Class: This project will be Rain Day Class: II (see Supplemental Conditions of the

Project I.E.6.b)

H. Project Sign: Not required

I. Builder’s Risk Insurance: Provided by Auburn University unless otherwise stated.

J. State of Alabama Building Commission Chapter 170x08: Collection of User Fees: Each

Bidder is not required to include the cost for the Permit Fees required by the State of

Alabama Building Commission. Contact the Alabama Building Commission or visit their

website for fee calculation.

Facilities Management Complex – Parking Lot Expansion AU Project Number: 15-358

011000-2 Summary

1.02 CONTRACT DESCRIPTION

A. Contract Type: A single Prime contract based on a stipulated Price as described in Document

ABC Form C-5 Construction Contract (section 00 0500 of Table of Contents).

1.03 OWNER OCCUPANCY

A. Owner intends to continue to Occupy adjacent portions of the existing building during the

entire construction period.

B. Owner intends to occupy the Project upon Substantial Completion.

C. Cooperate with Owner to minimize conflict and to facilitate Owner’s operations.

D. Schedule the Work to accommodate Owner occupancy.

1.04 CONTRACTOR USE OF SITE AND PREMISES

A. Construction Operations: Limited to areas noted on Drawings.

B. Provide Access to and from site as required by Law and by Owner:

1. Emergency Building Exits During Construction: Keep all exits required by code open

during construction period; provided temporary exit signs if exit routes are

temporarily altered.

2. Do not obstruct roadways, sidewalks, or other public ways without permit.

C. Existing building may not be used for storage.

D. Time restrictions: As outlined in Owner’s published Design and Construction Standards.

E. Utility Outages and Shutdown: As outlined in Owner’s procedures for these activities.

1. Limit disruption of utility services to hours the building is unoccupied.

2. Do not disrupt or shut down life safety systems, including but not limited to fire

sprinklers and fire alarm system, without 7 days’ notice to Owner and authorities

having jurisdiction.

3. Prevent accidental disruption of utility services to other facilities. PART 2 PRODUCTS- NOT USED PART 3 EXECUTION-NOT USED

END OF SECTION 011000

SUB-DRAINAGE 334600 - 1

SECTION 334600 – SUB-DRAINAGE

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. This Section includes sub-drainage systems for the following:

1. Paved areas. 2. Landscaped areas. 3. Foundation Drains

1.3 DEFINITIONS

A. ABS: Acrylonitrile-butadiene-styrene.

B. HDPE: High-density polyethylene.

C. PE: Polyethylene.

D. PP: Polypropylene.

E. PS: Polystyrene.

F. PVC: Polyvinyl chloride.

1.4 SUBMITTALS

A. Product Data: For drainage conduit, and geotextile fabrics.

1. Perforated pipe. 2. Solid pipe. 3. Drainage conduits. 4. Geotextile fabrics.


PART 2 - PRODUCTS

2.1 PAVED AREA HEADERS

A. ABS Sewer Pipe and Fittings: ASTM D 2751. 1. Solvent Cement: ASTM D 2235. 2. Gaskets: ASTM F 477, elastomeric seal.

B. PE Pipe and Fittings: AASHTO M 294, Type S, corrugated, with smooth waterway, for coupled joints. 1. Couplings: AASHTO M 294, corrugated, band type, matching tubing and fittings.

2.2 LOCATE WIRE

A. #12 green sheathed solid copper wire installed above top of pipe 1’ from top of grade. Locate wire to terminate 3 feet inside manhole or grate inlet at pipe junction. Extra wire to be coiled in 8 inch diameter coils and be tied off to structure steps.

2.3 DRAINAGE PIPES AND FITTINGS

A. Perforated, PE Pipe and Fittings: ASTM F 667, corrugated, for coupled joints. 1. Couplings: Manufacturer's standard, band type.

2.4 SPECIAL PIPE COUPLINGS

A. Description: ASTM C 1173. Rubber or elastomeric sleeve and band assembly fabricated to match outside diameters of pipes to be joined.

2.5 DRAINAGE CONDUIT

A. Pipe and Fittings: Perforated and corrugated, molded from HDPE complying with ASTM D 3350, with fittings and geotextile filter fabric jacket.

1. Size: 12 inches (305 mm) high by approximately 3/4 inch (19 mm) thick with a minimum flow rate of 30 gpm per foot (62 L/s per 1000 mm).

2. Size: 18 inches (457 mm) high by approximately 3/4 inch (19 mm) thick with a minimum flow rate of 45 gpm per foot (93 L/s per 1000 mm) when tested according to ASTM D 4716.

3. Fittings: HDPE with combination NPS 4 and NPS 6 (DN 100 and DN 150) outlet connection.

4. Couplings: Corrugated HDPE band.


B. Pipe and Fittings: Perforated, molded from HDPE complying with ASTM D 1248 into shape of interconnected corrugated pipes, with fittings and geotextile filter fabric jacket. 1. Size: 6 inches (152 mm) high by approximately 1-1/4 inches (31 mm) thick with

a flow rate of 15 gpm per foot (3.1 L/s per 1000 mm) when tested according to ASTM D 4716.

2. Size: 12 inches (305 mm) high by approximately 2-1/2 inches (64 mm) thick with a flow rate of 30 gpm per foot (6.2 L/s per 1000 mm) when tested according to ASTM D 4716.

3. Size: 18 inches (457 mm) high by approximately 3-3/4 inches (95 mm) thick with a flow rate of 45 gpm per foot (9.3 L/s per 1000 mm) when tested according to ASTM D 4716.

4. Fittings: HDPE with combination NPS 4 and NPS 6 (DN 100 and DN 150) outlet connection.

5. Couplings: HDPE.

C. Pipe and Fittings: Perforated, smooth PVC complying with ASTM D 4216 and ASTM D 2729. 1. Size: 6 inches high by approximately 2-1/4 inches thick with a minimum flow rate

equal to NPS 4 (DN 100) pipe. 2. Fittings: PVC with NPS 4 (DN 100) outlet connection. 3. Couplings: PVC.

2.6 SOIL MATERIALS

A. Filter material: Slag, gravel or crushed stone meeting ALDOT gradations for sizes 67, 78, 710.

2.7 GEOTEXTILE FILTER FABRICS

A. Geotextile filter fabric shall meet the requirements of AASHTO M288 for separation applications.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine surfaces and areas for suitable conditions where sub-drainage systems are to be installed.

B. If sub-drainage is required for landscaping, locate and mark existing utilities, underground structures, and aboveground obstructions before beginning installation and avoid disruption and damage of services.

C. Proceed with installation only after unsatisfactory conditions have been corrected.


3.2 EARTHWORK

A. Excavating, trenching, and backfilling are specified in Division 31 Section "Earthwork."

3.3 SUBDRAINAGE SYSTEM APPLICATIONS

A. NPS 12 (DN 300) Piping: 1. ABS pipe and fittings, couplings, and coupled joints. 2. PE drainage tubing and fittings, couplings, and coupled joints.

3.4 IDENTIFICATION

A. Materials and their installation are specified in Division 2 Section "Earthwork." Arrange for installation of green warning tapes directly over piping. 1. Install warning tape or detectable warning tape over ferrous piping. 2. Install detectable warning tape over nonferrous piping and over edges of

underground structures.

3.5 PAVED AREA DRAINAGE INSTALLATION

A. Excavate for paved area drainage system after subgrade material has been compacted, but before aggregate base coarse has been placed. Include horizontal distance of at least 6 inches between drainage pipe and trench walls. Grade bottom of trench excavations to required slope and compact to firm, solid bed for drainage system.

B. Filter Material: Place supporting layer of drainage fill over compacted subgrade to compacted depth of not less than 4 inches. After installing drainage piping, add filter material to top of pipe to perform tests. After satisfactory testing, cover piping with filter material to elevation of bottom of slab and compact filter material. 1. Before installing filter material, lay flat-style geotextile filter fabric in trench and

overlap trench sides. After installing filter material, wrap top of filter material with flat-style geotextile filter fabric.

3.6 LANDSCAPING DRAINAGE INSTALLATION

A. Install drainage pipe with a horizontal distance of at least 6 inches between pipe and trench walls. Grade bottom of trench excavations to required slope and compact to firm, solid bed for drainage system.

B. Filter material: Place supporting layer of filter material over trench bottom to compacted depth of not less than 4 inches. After installing drainage piping, add filter material to top of pipe to perform tests. After satisfactory testing, cover piping to within 12 inches of finish grade. Place filter material in layers not exceeding 3 inches in loose depth; compact each layer placed.


1. Before installing filter material, lay flat-style geotextile filter fabric in trench and overlap trench sides. After installing filter material, wrap top of filter material with flat-style geotextile filter fabric.

C. Drainage Conduit: Provide trench width to allow installation of drainage conduit. Grade bottom of trench excavations to required slope and compact to firm, solid bed for drainage system.

D. Fill to Grade: Place native fill material over drainage fill. Place material in loose-depth layers not exceeding 6 inches. Thoroughly compact each layer. Fill to finish grade.

3.7 PIPING INSTALLATION

A. Install piping beginning at low points of system, true to grades and alignment indicated, with unbroken continuity of invert. Bed piping with full bearing in filtering material. Install gaskets, seals, sleeves, and couplings according to manufacturer's written instructions and other requirements indicated.

1. Paved Area Sub-drainage: Install piping pitched down in direction of flow, at a minimum slope of 0.5 percent.

2. Landscaping Sub-drainage: Install piping pitched down in direction of flow, at a minimum slope of 0.5 percent and with a minimum cover of 36 inches, unless otherwise indicated.

3. Lay perforated pipe with perforations down.

B. Use increasers, reducers, and couplings made for different sizes or materials of pipes and fittings being connected. Reduction of pipe size in direction of flow is prohibited.

C. Install PE piping according to ASTM D 2321.

D. Install PVC piping according to ASTM D 2321.

3.8 PIPE JOINT CONSTRUCTION

A. Join perforated, PE pipe and fittings with couplings for soil tight joints according to AASHTO's "Standard Specifications for Highway Bridges," Division II, Section 26.4.2.4, "Joint Properties"; or according to ASTM D 2321.

B. Special Pipe Couplings: Join piping made of different materials and dimensions with special couplings made for this application. Use couplings that are compatible with and that fit both pipe materials and dimensions.

3.9 CONNECTIONS

A. Drawings indicate general arrangement of piping, fittings, and specialties.


B. Connect outfalls of sub-drainage system to storm drainage system.

3.10 FIELD QUALITY CONTROL

A. Testing: After installing drainage fill to top of pipe, test drain piping with water to ensure free flow before backfilling. Remove obstructions, replace damaged components, and repeat test until results are satisfactory.

3.11 UNDERGROUND WARNING TAPE

A. All new storm sewer laterals and mains shall include underground warning tape placed 1’ above pipe during pipe backfill operations. Warning tape shall be non-conductive Poly 3” wide 4 mils thick with 1” lettering. Warning tape shall conform to APWA uniform color codes and shall read “BURIED SEWER LINE”.

3.12 CLEANING

A. Clear interior of installed piping and structures of dirt and other superfluous material as work progresses. Maintain swab or drag in piping and pull past each joint as it is completed. Place plugs in ends of uncompleted pipe at end of each day or when work stops.

END OF SECTION 334600

RevisionNo. Date

1 03/04/16

DRAWN BY:

CHECKED BY:

DATE:

FILE NUMBER:

PROJECT NUMBER:

SHEET NUMBER:

SHEET TITLE:

-

Think Safety. Act Safely.

Safety is our first priority.

Fax: (334) 844-9458

Phone: (334) 844-9450

Auburn University, AL 36849

1161 West Samford Avenue

Facilities Management

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04/04/162 Issue For Bid

ALABAMA

ENGINEER

PROFESSIONAL

NO. 26090

LICENSED

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18" POST

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6" POST

OAK

6" WHITE

OAK

10" POST

20" OAK

6" OAK

8" TREE

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10" BRADFORD PEAR

10" BRADFORD

10" PINE

6" TREE

6" OAK

6" OAK

6" OAK

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AC

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225.2'

89.5'

84.0'

11.4'

2.7'

6.6'

5.3'

4.5'

3.9'

80.1'

277.6'

40.1'

50.0'

31.9'

8.5'

8.4'

29.4'

30.0'

20.7'

5.3'

2.6'

8.7'

19.4'

98.5'

44.9'

40.0'

63.2'

60.8'

10.6'

9.1'

96.8'

10.6' 12.3'

9.0'

56.8'

45.0'

13.3'

27.7'

180.3'

80.1'

125.9'

42.4'

96.5'

30.5'

21.1'

30.6'

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FACILITIES DIVISION 1




3-D ARTS STUDIO

FFE: 674.58

FFE: 674.42FFE: 674.43

FFE: 674.44

FFE: 674.52

FFE: 674.48

FFE: 674.41

FFE: 675.90

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1 INCH = 30 FT.

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3 04/18/16Addendum #1

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NOTE:

AT EXISTING CONTROL JOINTS.

1. CONCRETE SIDEWALKS SHALL BE SAW CUT

POLES & HARDWARE)

FENCE (REUSE FABRIC,

RELOCATE EXISTING

PAVING

NEW CONCRETE

UNDER STORAGE BIN

FILTER BLANKET

2" #825B W/ WEED

PAVING

NEW ASPHALT

SIDEWALK

NEW DEPRESSED

& DEPRESSED SIDEWALK

NEW HANDICAP RAMPS

WHEEL STOP (TYP)

NEW CONCRETE

NEW CURB & GUTTER

SPACE (TYP)

NEW PARKING

SPACE (TYP)

NEW PARKING

NEW ASPHALT PAVING

NO PARKING ZONE

NEW CROSSWALK

RAMP & STEPS

NEW LANDING,

BIN PIERS (TYP)

NEW STORAGE

NEW 6' CHAIN LINK FENCE

RAMPS

NEW HANDICAP

SIDEWALK

NEW RAISED

SIDEWALK

NEW RAISED

FACILITIES BUILDING 6

ADJACENT TO DUMPSTERS AT

RELOCATE DUMPSTER TO AREA

CONTRACTOR TO TEMPORARILY

DO NOT ENTER)

(ONE WAY

NEW SIGNAGE

NEW STOP BAR

FLUME

NEW TYPE-S INLET

RevisionNo. Date

1 03/04/16

DRAWN BY:

CHECKED BY:

DATE:

FILE NUMBER:

PROJECT NUMBER:

SHEET NUMBER:

SHEET TITLE:

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Fax: (334) 844-9458

Phone: (334) 844-9450




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AUBURN

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Consultant Project

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ALABAMA

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04-04-2016

669

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HOUSE

NO

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CREPE MYRTLE

(TYP.)

673

671

672

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10" BRADFORD PEAR

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10" BRADFORD

10" PINE

6" TREE

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277.6'

42.4'

96.5'

30.5'

21.1'

30.6'

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RAMP

EX. WALL


FFE: 674.42FFE: 674.43

FFE: 674.44

24" R

CP

6"

W

E

AS

PH

AL

T

S

wv

wv

GAS

AREA UNDER

AS

PH

AL

T

CONC

CO

NC

CONC

CONC

DY

H

D

E E

E

CONSTRUCTION

COVERED

COVERED

E

OAK TREE

(TYP.)

wv

wv

674

673

672

671

670

669

668

667

666

666

673

672

673

6726

72

674

669

668

673

672

671

670

674

67

6

67

7

67

8

67

9

680

681

682

67

4

673

67

4

67

5

67

4

67

5

OAK

18" POST

OAK

6" POST

OAK

6" WHITE

OAK

10" POST

6" OAK

6" OAK

6" OAK

6" OAK

OAK TREE

OAK TREE

AC

AC

AC

wv

19.4'

98.5'

44.9'

40.0'

63.2'

60.8'

10.6'

9.1'

96.8'

10.6' 12.3'

9.0'

56.8'

45.0'

13.3'

27.7'

180.3'

80.1'

N:764090.82

E:757792.31

Z:671.69

SPIKE NAIL SET

00

0

00

00

000000

0

000

00

00

00

X

X X X X X X

X

X

X

XXX

X

XX X

X

X

OHE OHE

OH

EO

HE

OH

EO

HE

OH

E

0

0 0 0

0

0

0

XX

X

XX

E

SSCO

SSCO

SSCO

SSCO

SSCO

E

SDCO

D

D

D

D

S

G

G

POST &

CHAIN FENCE

ELEC. MANHOLE,

TOP EL. 672.27

POST &

CHAIN

ELEC.

TRANSFORMER

EX. CHAIN

LINK FENCE

BUILDING

SIGN

CONC

SIDEWALK

KEY

PAD

EX. STEPS

COMM. VAULT

A/C UNIT

A/C PADS

DUMPSTER

ELEC DUCT

RAMP

POST &

CHAIN

WATER

VAULT

BIKE

RACK

POST INDICATOR

VALVE

CHAIN LINK

FENCE

KEY

PAD

STOP BAR

T/CONC 674.36

B/CONC 670.36

TRENCH

DRAIN

T/CONC 674.41

B/CONC 670.32

T/CONC 674.36

B/CONC 670.34

T/CONC 674.34

B/CONC 670.42

T/CONC

674.19

672.76


3-D ARTS STUDIO

FFE: 674.52

FFE: 675.90

T

674

675

676

678677

676.50677

678

676

675

673.60

BOC

676.30

EOP

674673

672673

672

GRADING PLAN

C4

3015

1 INCH = 30 FT.

030 3015

1 INCH = 30 FT.

030

3

3 Addendum #1 04/18/16

3

669.60

EL. =

672

673

672

673

671

670

670

698

697

696

671

2' THICK SAND FILTER

TO ADJACENT INLET

PERFORATED PIPE

FILTER. CONNECT

IN 2' THICK SAND

PERFORATED PIPE

NEW 6" ADS N-12

TOP EL. 697.75

ROCK CHECK DAM

NEW PERMANENT

24" R

CP

wv

6"

W

E

AS

PH

AL

TS

S

S

S

S

S

S

S

wv

wv

wv

wv

wv

wv

GAS

MULCH

PILE

DIRT

PILE

TRAILER

TRAILER

TRAILER

AREA UNDER

AS

PH

AL

T

E

CONC

CONC

CONC

CONC

CO

NC

CONC

CONC

wv

DY

H

D

E E

E

CONSTRUCTION

GRAVEL

COVERED

COVERED

E

E

GREEN HOUSE GREEN

HOUSE

NO

PARK

OAK TREE

(TYP.)

CREPE MYRTLE

(TYP.)

wv

wv

wv

PEAR

14" BRADFORD

PEAR

2-8" BRADFORD

PEAR

10" BRADFORD

6"PECAN

OAK

18" POST

OAK

6" POST

OAK

6" WHITE

OAK

10" POST

20" OAK

6" OAK

8" TREE

PEAR

10" BRADFORD PEAR

10" BRADFORD

10" PINE

6" TREE

6" OAK

6" OAK

6" OAK

OAK TREE

OAK TREE

OAK TREE

AC

AC

AC

wv

225.2'

89.5'

84.0'

11.4'

2.7'

6.6'

5.3'

4.5'

3.9'

80.1'

277.6'

40.1'

50.0'

31.9'

8.5'

8.4'

29.4'

30.0'

20.7'

5.3'

2.6'

8.7'

19.4'

98.5'

44.9'

40.0'

63.2'

60.8'

10.6'

9.1'

96.8'

10.6' 12.3'

9.0'

56.8'

45.0'

13.3'

27.7'

180.3'

80.1'

125.9'

42.4'

96.5'

30.5'

21.1'

30.6'

CONC

N:763711.63

E:757266.83

Z:670.45

BASELINE IPS

N:764090.82

E:757792.31

Z:671.69

SPIKE NAIL SET

00

0

00

00

000000

0

000

00

00

00

X

X X X X X

XXX

X

XXXXXXX

XX

X X X X

XXXXX

XX

XX

XX

XX

XX

XX

XX

XX

XXXXXXX

X

X X X X X X X X X X

X

XX

XX

XXX

X

XX X

X

X

OHE

OH

EO

HE

0

0 0 0

0

00

0

0 0

0

0

XX

X

XX

S

E

SSCO

SSCO

SSCO

SSCO

SSCO

SSCO

E

IR

IRIR

SDCO

D

D

D

D

S

D

G

G

E

W

G

POST &

CHAIN FENCE

ELEC. MANHOLE,

TOP EL. 672.27

POST &

CHAIN

ELEC.

TRANSFORMER

STOP SIGN

GATE

EX. CHAIN

LINK FENCE

EX. BLOCK

EX. CHAIN

LINK FENCE

BUILDING

SIGN

SHEDS

(TYP.)

SHEDS

(TYP.)

CONC

SIDEWALK

CONC

SIDEWALK

COMM. VAULT

KEY

PAD

EX. STEPS

COMM. VAULT

DUMPSTER

KEY

PAD

A/C UNIT

CHAIN LINK

FENCE

BOLLARD

(TYP.)

GAS PUMP/

CARD READER

A/C PADS

DUMPSTER

ELEC DUCT

RAMP

POST &

CHAIN

POST &

CHAIN

CARPORTS

RAMP

GENERATOR

ELEC

METER

WATER

VAULT

A/C UNIT

BIKE

RACK

POST INDICATOR

VALVE

POST INDICATOR

VALVE

CHAIN LINK

FENCE

KEY

PAD

STOP BAR

CONC

EX. WALL

TRENCH

DRAIN





3-D ARTS STUDIO

FFE: 674.58

FFE: 674.42FFE: 674.43

FFE: 674.44

FFE: 674.52

FFE: 674.48

FFE: 674.41

FFE: 675.90

T

RevisionNo. Date

1 03/04/16

DRAWN BY:

CHECKED BY:

DATE:

FILE NUMBER:

PROJECT NUMBER:

SHEET NUMBER:

SHEET TITLE:

-



Fax: (334) 844-9458

Phone: (334) 844-9450




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UNIVERSITY

AUBURN

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Consultant Project

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5748

JHL

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15-358

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95% Review

Project

Nu

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5-3

58

AU F

acilities M

anage

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Co

mple

x P

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Auburn U

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ALABAMA

ENGINEER

PROFESSIONAL

NO. 26090

LICENSED

OW

EN RAY WOM

AC

K

04-04-2016

C5

3015

1 INCH = 30 FT.

030

PLAN

STAKING & CONTROL

PIERS.

CENTER OF STORAGE BIN

ALL DIMENSIONS ARE TO

NOTE:

N 763,833.73

E 757,987.19

N 763,841.64

E 757,796.57

N 763,750.50

E 757,362.05

N 763,759.00

E 757,148.61

20.4'

13'

13'213.6'

65.2'8.3'12'

90'4'

13'

13'

18'

18'

26'

18'

6'

6'

90'

44'

6'

3'

R

4'

R

4'

R

9'

TYP

TYP

9'

TYP 17'

15.1'

8.2'

8.7'

4'

R

9.3'

TYP

126'

24' 10.2'

38.7'R

44.6'

67.4'

7.5'

R

8'

R

8'

R

4'

R

3.5'

R

3.5'

R

7.5'

R

12.4'

11.3'

26.3'

16.9'16.7'

138'

39.4'4.3'

7.3'

10'

18.5'

12'

6'

8'

R 18'

12'

6'

9'

TYP

9' 9.5'

TYP

9' 12.2'

TYP

3.5'

R3.5'

R

9.5'9.5'

9.5'9.5'

7.5' 19' 17' 66.7'8' 44'

6'

12'126'

12.5'

15.5' 12.5'

15.5'

9'5.7'

3

3 Addendum #1 04/18/16

RevisionNo. Date

1 03/04/16

DRAWN BY:

CHECKED BY:

DATE:

FILE NUMBER:

PROJECT NUMBER:

SHEET NUMBER:

SHEET TITLE:

-



Fax: (334) 844-9458

Phone: (334) 844-9450




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UNIVERSITY

AUBURN

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JHL

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Project

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58

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anage

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mple

x P

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ALABAMA

ENGINEER

PROFESSIONAL

NO. 26090

LICENSED

OW

EN RAY WOM

AC

K

04-04-2016

C7

DETAILS

MISCELLANEOUS

A1NO SCALEC7

PARTIAL SECTION A-A

CONCRETE STEPS

2-#4 BARS CONT.

1" CHAMFER

LIGHT BROOM FINISH

CHEEK WALL

4000 PSI CONCRETE

APPROX. FIN. GRADE

FOOTING REINFORCING

ALTERNATE LEGS AT

#4 BAR @ 12" O.C.

AS SHOWN

WITH #4 BARS CONT.

CHEEK WALL FOOTING

4000 PSI CONCRETE

8"

1'-4"

1'-0"

8"

1'-0"

8"

A

A

HANDRAIL, ALL POSTS

GROUT FILL TO SET

3" DIA. SLEEVE

6"

3"

LIGHT BROOM FINISH

CHEEK WALL

4000 PSI CONCRETE

6x6 10/10 WWM

STONE BASE

4" THICK

COMPACTED SUBGRADE

STEP NOSE

#4 BAR AT

6"

1'-2"

1" RAKE

7"

CONCRETE LANDING, RAMP & STEPS DETAIL

SECTION B-BSECTION A-A

RIM. EL.

THROAT EL.

EDGE OF ASPHALT ROADWAY

"41SLOPED

WITH LIGHT BROOM FINISH

4000 PSI CONCRETE STEPS

" R41

1:4 SLOPE

A A

B

B

6"

6"

4"

1'-6"6'-0"

6"

4"

9" 6"

TYPE "S" INLET PLAN

EACH WAY (TYP)

#5 BARS @ 6" O.C.

#5 DOWEL

3" CLR.

6'-0"

CO

NC

RE

TE G

UT

TE

R

G1NO SCALEC7

TYPE-S INLET FLUME

SLOPE ON TOP OF SLAB SHALL BE SAME AS CENTER LINE OF GRADE.

CHANGES IN DIMENSIONS ARE REQUIRED.

FOR CORRESPONDING INCREASE IN MATERIALS AND OTHER COSTS WHERE

BOX AND COVER SLAB. NO ADDITIONAL COMPENSATION WILL BE ALLOWED

NECESSARY TO INCREASE ONE OR BOTH PLAN VIEW DIMENSIONS OF INLET

TO ACCOMMODATE SKEWED PIPE OR FIT OTHER CONDITIONS, IT MAY BE

CONSTRUCTED AT EACH END OF INLET, FOR EACH INLET SO CONSTRUCTED.

OPENINGS (AS SHOWN ON ONE SIDE ONLY ON THIS DRAWING) SHALL BE

WHERE DIRECTION OF FLOW IS FROM EACH END OF INLET, SIDE WING

3.

2.

1.

GENERAL NOTES:

3 04/18/16Addendum #1

3

Auburn University Design Services


PRE-BID CONFERENCE April 19th, 2016

Facilities Management Complex MEETING NOTES IN RED

Project Name: Facilities Mgmt Complex - Parking Lot Expansion & Safety Improvements Project Number: 15-358 Bid Opening Date and Time: Tuesday, May 3rd, 3:00PM CST Bid Opening Location: Facilities Management – Building 7 Conference Room ATTENDEES: Circulate Sign-in Sheet; copies available at conclusion of meeting and will be distributed with Addendum No. 1.

I. Introductions and Opening Remarks by AU a. Owner (AU)

i. Design Lead: Nick Blair (334) 703-1043 ii. Construction Project Manager: Julie Cannon (334) 734-3801

b. Construction Manager: N/A c. Architect/Engineers: Krebs Engineering

II. Project Safety Overview

a. Auburn University considers safety to be a high priority on Design & Construction projects. This will be evident through our demonstrated focus and attention to safety through many avenues such as:

i. Prequalification ii. Contract requirements iii. Pre-construction meeting iv. Project meetings v. Architect, CM, and AU Representative’s focus and requirements vi. Contractor’s written requirements regarding submittals, processes, and/or

procedures demonstrating that they are complying in full with OSHA and AU Safety Specification requirements.

b. It is the Contractor’s inherent, important, and sole responsibility to be certain that they comply with the AU Safety Specification and ALL applicable OSHA standards in every case. This compliance shall be demonstrated to the Architect, Construction Manager (if applicable), and AU Construction Representative as required by the AU Safety Specification and OSHA or in such a way that this compliance is evident (in writing).

c. Competent Person – Per the AU Safety Specification and OSHA requirements, Contractor shall maintain a “Competent” person(s) at the Project Site at all times this particular activity is underway. Contractor shall inform Architect, Construction Manager (if applicable), and AU Construction Representative as to the identity of this (these) individual(s). This shall be kept current at all times.

d. Refer to and review ALL attachments to the Construction Contract – Health and Safety.

e. The apparent low bidding contractor(s) will have 10 days from the date of notification that they are the low bidder to submit a site specific safety plan as noted in the project manual.

Schedule Control: Discuss time of completion in meeting Time of completion is to be corrected in Addendum 1 as 90 days.

1161 West Samford Ave. Auburn, University,

Alabama 36849

Telephone: 334-844-9450

Fax:

334-844-9458

I. Cost Control:

a. Lump Sum bid with Additive Alternates no add alternates b. Attachments: Allowance Bid Unit Prices additional unit prices will be included in

Addendum 1 to include wheel stops and unsuitable soils c. Schedule of Values following NTP BId

II. Quality Assurance / Quality Control:

a. Prequalification required of General Contractors b. Submit list of major subcontractors and major materials suppliers within 24 Hours

after receiving bids. c. Construction observation by AU (various groups – Design Services, Maintenance

and Operations, Risk Management) and Architects/Engineers

III. Discussion of Bid Requirements by AU: a. Sealed Envelope b. License # on Envelope c. Sign Notes on Envelope d. Sign Proposal Form

e. Attachment C-3A Accounting of Sales Tax, ABC Form C-3A, October 2013 1

f. Attachment C-3C Stated Allowances & Unit Prices, AU Form C-3C g. Allowance Usage Authorization, AU Form C-3Ca not required h. Attachment C-3D Certifications of Compliance, AU Form C-3D i. Form of Bid Bond, ABC Form C-4

IV. Post Bid:

a. Auburn University Design Lead will notify low bidder in writing of receipt of certified bid tabulation from AU Procurement department.

b. Low bidder will have 48 hours to submit a correct insurance certificate. c. Low bidder will have 10 days to submit a site specific safety plan. d. Low bidder will have 10 days to submit a State of Alabama Disclosure Statement e. Low bidder will have 24 hours to submit list of major subcontractors and suppliers f. Low bidder will have 24 hours to submit schedule of values

V. Description of Project Work by Architect/Engineers:

a. General b. Demolition c. AU utility survey efforts d. Utility Work e. Paving f. Landscaping g. Other

VI. Description of Bid Alternates by Architect/Engineers:

None at this time.