architecture and interior design addendumprovide manufacturer’s standard warranty on all sports &...

McKee and Associates

Architecture and Interior Design Addendum

No. ONE Date: 01.09.2020

631 South Hull Street – Montgomery, Alabama 36104 334-834-9933

Project:

A NEW ATHLETIC COMPLEX FOR THE

CITY OF WETUMPKA

WETUMPKA, ALABAMA

MCKEE PROJECT NO. 19.237

The following changes and/or substitutions to the plans and specifications are hereby made a part of same and are incorporated in full force as part of the contract.

Bidders shall acknowledge receipt of this Addendum in writing on his Proposal Form.

A1.1 GENERAL MODIFICATIONS:

A. Refer to attached Proposal Form (Revised 1.8.20), herein.

A1.2 SPECIFICATION MODIFICATIONS:

A. Delete all sections related to Certification of Fire Alarm Contractors, herein.

B. Refer to Section 11000, Goal Posts and Accessories, herein.

C. The following manufactures are hereby approved subject to the plans and specifications:

Section 02790, Synthetic Turf and Drainage Field – Hellas “Fusion”, 512.250.2910Sportfurf Game Changer 46Q, 800.798.1056

A1.3 DRAWING MODIFICATIONS:

A. Civil drawings dated 01.08.20 bearing the seal of the Licensed Engineer of record attached herein. These will replace the published Civil sheets in its entirety. No physical revisions, deletions, or additions have been made to the drawings.

B. Plumbing and Mechanical Sheets dated Jan. 3, 2020 bearing the seal of the Licensed Engineer. These will replace the published Plumbing and Mechanical sheets in itsentirety. No physical revisions, deletions, or additions have been made to the drawings.

C. Architectural Sheets A1.2, A1.3 & A1.4 dated 01.09.2020 indicating locations of Masonry Control Joints labeled “MCJ”.

A1.4 CLARIFICATIONS & RESPONSES:

A. Time Clocks and Scoreboards will be furnished and installed by others.

END OF ADDENDUM

of 2 (Revised 1.8.20)

PROPOSAL FORM(Revised 1.8.20)

To: Mayor Jerry Willis, City of Wetumpka, Alabama Date: ____________________ (Owner/Awarding Authority)

Pursuant to and in compliance with the Advertisement To Bid and the proposed Contract Documents prepared by McKee and Associates, including Addenda, the undersigned,

_____________________________________________________________________________________

(Legal Name of Bidder)

having become thoroughly familiar with the terms and conditions of the proposed Contract Documents and with local conditions affecting the performance and costs of the work at the place where the work is to be completed and having fully inspected the site in all particulars, hereby proposes and agrees to fully perform the work within the time stated in strict accordance with the proposed Contract Documents, including furnishing any and all labor and materials and do all work required and complete said work in accordance with the Contract Documents required for the construction of

WORK: A NEW ATHLETIC COMPLEX FOR THE CITY OF WETUMPKA, ALABAMA


The Bidder, which is organized and existing under the laws of the State of _________________________,

having its principal offices in the City of ___________________________________________________ is:

a Corporation a Partnership an Individual (other) _______________________.

LISTING OF PARTNERS OR OFFICERS: If Bidder is a Partnership, list all partners and their addresses; if Bidder is a Corporation, list the names, titles and business addresses of its officers:_____________________________________________________________________________________

_____________________________________________________________________________________

_____________________________________________________________________________________

ADDENDA: The Bidder acknowledges receipt of Addenda Nos.________ through ________ inclusively.

BASE BID: Amount to complete all work indicated in Contract Documents, for the sum of:

__________________________________________________________ Dollars $ ___________________

ALTERNATES: If alternates as set forth in the Bid Documents are accepted, the following adjustments are to be made to the Base Bid:

For Alternate No. 1 ( Food Service Equipment )

(Insert key word for Alternate)

(add) (deduct) $

For Alternate No. 2 ( Classroom Casework ) (add) (deduct) $

For Alternate No. 3 ( Classrooms ) (add) (deduct) $

For Alternate No. 4 ( . . . . . . . . . . . . . . . . . . . . . . . . . . . ) (add) (deduct) $



I agree to complete all the work to the stage “Substantially Complete” by August 15, 2020. I understand that “substantially complete” will be complete to the stage of approval for occupancy as determined by the Architect.

of 2 (Revised 1.8.20)

I understand that the Owner reserves the right to reject this bid, but that this bid shall not be withdrawn for a period of thirty days from the date prescribed for its opening.If written notice of the acceptance of this bid is mailed or delivered to the undersigned within thirty days after the date set for the opening of this bid or at any other time thereafter before it is withdrawn, the undersigned will execute and deliver the Contract Documents to the Owner in accordance with this bid as accepted, and will also furnish and deliver to the Owner the Performance Bond, labor and Material Payment Bond and proof of insurance coverage, all within ten days after personal delivery or after deposit in the mail of the notification of acceptance of this bid.

Notice of acceptance, or request for additional information may be addressed to the undersigned at the address set forth below.

BID SECURITY: The undersigned agrees to enter into a Construction Contract and furnish the prescribed Performance and Payment Bonds and evidence of insurance within fifteen calendar days, or such other period stated in the Bid Documents, after the contract forms have been presented for signature, provided such presentation is made within 30 calendar days after the opening of bids, or such other period stated in the Bid Documents. As security for this condition, the undersigned further agrees that the funds represented by the Bid Bond (or cashier’s check) attached hereto may be called and paid into the account of the Awarding Authority as liquidated damages for failure to so comply.

Attached hereto is a: (Mark the appropriate box and provide the applicable information.)

Bid Bond, executed by ______________________________________________________as Surety,

a cashier’s check on the ____________________ ____Bank of ________________ ___,

BIDDER’S ALABAMA LICENSE:State License for General Contracting: __________________________________________________

License Number Bid Limit Type(s) of Work

CERTIFICATIONS: The undersigned certifies that he or she is authorized to execute contracts on behalf of the Bidder as legally named, that this proposal is submitted in good faith without fraud or collusion with any other bidder, that the information indicated in this document is true and complete, and that the bid is made in full accord with State law. Notice of acceptance may be sent to the undersigned at the address set forth below.

The Bidder also declares that a list of all proposed major subcontractors and suppliers will be submitted at a time subsequent to the receipt of bids as established by the Architect in the Bid Documents but in no event shall this time exceed twenty-four (24) hours after receipt of bids.

Legal Name of Bidder __________________________________________________________________

Mailing Address __________________________________________________________________

* By (Legal Signature) __________________________________________________________________

*Name (type or print) ______________________________________(Seal)

*Title ______________________________________

Telephone Number ______________________________________

Date of Proposal ______________________________________

*If other than the individual proprietor, or an above named member of the Partnership, or the above named president, vice-president, or secretary of the Corporation, attach written authority to bind the Bidder. Any modification to a bid shall be over the initials of the person signing the bid, or of an authorized representative.

A New Athletic Complex for the City of WetumpkaWetumpka, Alabama


GOAL POSTS AND ACCESSORIES11000-1

SECTION 11000 – GOALPOSTS AND ACCESSORIES

PART 1 – GENERAL

RELATED DOCUMENTS:

Drawings and general provisions of Contract including General and Supplementary Conditions and Division 1 Specification Sections apply to work of this section.

SUMMARY

The work required under this Section consists of providing High School Goal Posts, Wind Direction Flags, Upright Post Padding, their accessories and necessary mounting, and installation hardware.

Related Work Specified Elsewhere

1. Division 3, Concrete.

SUBMITTALS

Shop drawings shall indicate the model number, type of material, finishes, attachments and details of construction.

Submit color samples and warranties as specified.

WARRANTY

Provide manufacturer’s standard warranty on all sports & physical education equipment from the date of substantial completion as stated in this specification.

PART 2 – PRODUCTS

GOAL POSTS:

Manufacturers: The following manufacturers' products have been used to establish minimum standards for materials, workmanship and function:

1. Jaypro Sports, LLC, www.jayprosports.com; 976 Hartford Tpk, Waterford, Connecticut 06385; Toll Free:800.243.0533 or 860.447.3001.

a. MAX-1 Football Goal Post; FBGP-820; Semi/Perm-80x20U-High School (Basis of Design)

2. Equal products of other manufacturers may be used in the work provided such products have been approved by the Architect, not less than Ten (10) days prior to scheduled bid opening.

MATERIALS

GENERAL

Equipment shall be provided complete as per manufacturer's standard catalog description and specifications for the numbers indicated in the schedule. Equipment that is to be permanently installed shall be complete and ready for use.

A. HIGH SCHOOL GOALPOSTS

1. Main upright:a. 6 5/8” OD x .280 Wall Aluminum Tubingb. 10'-0” Height

http://www.jayprosports.com/




c. 8’-0” offsetd. Semi-permanent installation; 8’ offset Main upright is inserted into ground sleeve and bolted

onto gooseneck

2. Crossbar:a. 6 5/8” OD x .280 Wall Aluminum Tubingb. 23'-4" wide (High School)

3. Uprights:a. 4” OD x .226 Wall Aluminum Tubingb. 20'-0” height.

4. Color of uprights and crossbar to be selected by the Architect from manufactures standards.

B. GROUND SLEEVES, ACCESS FRAMES & COVERS

1. Ground Sleeve; at each goal post provide:a. Standard Ground Sleeve Model # FBSLV8 for MAX-1 Post (6 5/8”)b. Allows for Semi-permanent installationc. 3 year Warranty

2. Access Frames and Covers; at each goal post provide:a. Access Frame; Model #FBGPAF-1; 18”x18”x6 ½”; For use with semi-permanent goals

requiring removal from grass or turf fields.b. Split panel (when goal is installed)c. Full Panel (when goal is removed)d. 3 year warranty

C. WIND DIRECTION FLAGS

1. Provide at each football goal post upright.a. Model # WS-42; 4” wide x 42” long.b. Provide grommets and mounting hardwarec. 3 year warranty

D. STANDARD PROTECTIVE PADS

1. Post Protector Pads; At each goal post provide:a. Model # PPP-800 for MAX-1 Post (6 5/8”)b. 72’’ highc. 6” thick d. 14 oz. Vinyl covere. Hook and Loop closuref. Color to be chosen by architect from manufacturer standard colors.g. Pads to meet NCAA, NFSHSA and USVBA specifications.

2. Post Protector Padding Customization; At each goal post protective pad provide:a. Multi-color lettering and graphics; Model #JSG-FPPb. Colors to be selected by architect from manufacturer standard colors.c. Lettering and Logo/Graphic to be provided by owner. Contractor to verify lettering and

logo/graphic and color selections prior to ordering product.

PART 3 – EXECUTION

PREPARATION

Make such arrangements as are necessary to provide scaffolding to perform work under this Section. Damage to equipment, and the like shall be corrected at the expense of the Contractor under this




Section.

INSTALLATION

Install equipment in accordance with the manufacturer's printed instructions, drawings, and specifications, and approved shop drawings.

Loose equipment shall be removed from packaging or crating, cleaned, and tested for proper operation before turning over to Owner.

DEMONSTRATION

Work under this Section shall include demonstrating the proper use and operation of equipment to the Owner as may be required.

END OF SECTION

ALABAMA HIGHWAY #14

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STEVE MARTINENGINEERING & LAND

SURVEYING INC.

DRAWN BY

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334-283-6711

JOB NUMBERPROJECT FILE

POINT FILEDWG NAME

1960219602SITE419602NM

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EXISTING OVERHEAD POWER LINES

EXISTING UNDERGROUND POWER LINE +/-

EXISTING WATER METER

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EXISTING CHAIN LINK FENCE

EXISTING POST & CHAIN FENCE

EXISTING SPLIT RAIL WOODEN FENCE

EXISTING SIGN POST

EXISTING FLAG POLE

THE BASE FLOOD ELEVATION FOR THIS

SITE VARIES FROM 173.5' TO 172.5'

ACCORDING TO PROFILES FROM THE F.I.S.

FEMA MAP # 01051C0312F

DEMOLITION PLAN

C 1.1

PROJECT LIMITS

PROJECT LIMITS

PROJECT LIMITS

NOTE : UTILITIES SHOWN ARE

APPROXIMATE. ADDITIONAL

UNDERGROUND UTILITIES EXIST.

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SURVEYING INC.

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AutoCAD SHX TextSECONDARY ENTRANCE / EXIT BY OTHERS

AutoCAD SHX TextTURN DOWN SIDEWALK

AutoCAD SHX TextPARKING AREA BY OTHERS

AutoCAD SHX TextPARKING AREA BY OTHERS

AutoCAD SHX TextENTRANCE ROAD BY OTHERS

AutoCAD SHX TextW

AutoCAD SHX TextWV

AutoCAD SHX TextD

AutoCAD SHX TextY

AutoCAD SHX TextH

AutoCAD SHX TextO

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextS

IND

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MP

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50

40

30

20

10

40

30

20

10

50

40

30

20

10

40

30

20

10


SURVEYING INC.

DRAWN BY


334-283-6711


POINT FILEDWG NAME

1960219602SITE19602NM

BEARINGS BASED ON STATE PLANE

COORDINATES,

ALABAMA EAST ZONE, NAD 83

DERIVED FROM RTK SURVEY

USING ALDOT CORS NETWORK

19. 237

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x

fo

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MO

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, A

LA

.

NM

12.23.19

01.08.20

GRADING PLAN

C 3.1

PROJECT LIMITS

PROJECT LIMITS

LEGEND


EXISTING POWER POLE

EXISTING LIGHT POLE







EXISTING HOSE BIB

EXISTING WELL





EXISTING SIGN POST

EXISTING FLAG POLE







AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS






AutoCAD SHX Text0

AutoCAD SHX Text30

AutoCAD SHX Text60

AutoCAD SHX Text30

AutoCAD SHX Text15

AutoCAD SHX TextREQ'D SLOPE SUBGRADE UNDER TURF SYSTEM 0.5% (SEE SPECS)

AutoCAD SHX TextW

AutoCAD SHX TextWV

AutoCAD SHX TextD

AutoCAD SHX TextY

AutoCAD SHX TextH

AutoCAD SHX TextO

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextS

LANCASTER ST.(50' ROW)


SURVEYING INC.

DRAWN BY


334-283-6711


POINT FILEDWG NAME

1960219602SITE19602NM

BE

AR

IN

GS

B

AS

ED

O

N S

TA

TE

P

LA

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19. 237

SHEET TITLE :

MCKEE JOB # :

DRAWN BY :

DATE:

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63

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TG

OM

ER

Y , A

LA

BA

MA

3

61

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(3

34

) 8

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93

3

REVISED DATE:

REVISED DATE:

REVISED DATE:

A N

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A

th

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x

fo

r th

e

City o

f W

etu

mp

ka

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cK

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MO

NT

GO

ME

RY

, A

LA

.

NM

12.23.19

01.08.20

GRADING PLAN

C 3.2

PROJECT LIMITS

PROJECT BORROW AREA

LEGEND


EXISTING POWER POLE

EXISTING LIGHT POLE







EXISTING HOSE BIB

EXISTING WELL





EXISTING SIGN POST

EXISTING FLAG POLE






AutoCAD SHX TextS

AutoCAD SHX TextWV

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS






AutoCAD SHX Text0

AutoCAD SHX Text15

AutoCAD SHX Text30

AutoCAD SHX Text60

AutoCAD SHX Text30

AutoCAD SHX TextW

AutoCAD SHX TextWV

AutoCAD SHX TextD

AutoCAD SHX TextY

AutoCAD SHX TextH

AutoCAD SHX TextO

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextREQ'D RE-GRADE EX. GRAVEL DRIVE AS NECESSARY MAX DRIVEWAY GRADE 6%

ALAB

AMA

HIG

HW

AY #

111 (

80' R

OW)



SURVEYING INC.

DRAWN BY


334-283-6711


POINT FILEDWG NAME

1960219602SITE19602NM


COORDINATES,




19. 237

SHEET TITLE :

MCKEE JOB # :

DRAWN BY :

DATE:

SHEET NO. :

M c K

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a n d A

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63

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TG

OM

ER

Y , A

LA

BA

MA

3

61

04

(3

34

) 8

34

-9

93

3

REVISED DATE:

REVISED DATE:

REVISED DATE:

A N

ew

A

th

le

tic C

om

ple

x

fo

r th

e

City o

f W

etu

mp

ka

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A

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A

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C

T

I

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No

. 1

08

2

WA

LT

ER

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cK

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, JR

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MO

NT

GO

ME

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, A

LA

.

NM

12.23.19

01.08.20

GRADING PLAN

C 3.3

PROJECT BORROW AREA






AutoCAD SHX TextRIGHT OF WAY

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextD

AutoCAD SHX TextY

AutoCAD SHX TextH






AutoCAD SHX Text0

AutoCAD SHX Text15

AutoCAD SHX Text30

AutoCAD SHX Text60

AutoCAD SHX Text30

N. BRIDGE

ST. (ROW VAR

IES)

19. 237

SHEET TITLE :

MCKEE JOB # :

DRAWN BY :

DATE:

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63

1 S

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TH

H

UL

L S

TR

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T M

ON

TG

OM

ER

Y , A

LA

BA

MA

3

61

04

(3

34

) 8

34

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93

3

REVISED DATE:

REVISED DATE:

REVISED DATE:

A N

ew

A

th

le

tic C

om

ple

x

fo

r th

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City o

f W

etu

mp

ka

We

tu

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, A

la

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36

17

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A

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A

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A

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C

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I

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No

. 1

08

2

WA

LT

ER

T

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cK

EE

, JR

.

MO

NT

GO

ME

RY

, A

LA

.

NM

12.23.19

01.08.20


SURVEYING INC.

DRAWN BY


334-283-6711


POINT FILEDWG NAME

1960219602SITE19602NM


COORDINATES,




DRAINAGE PLAN

C 4.1

PROJECT LIMITS

PROJECT LIMITS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextWV

AutoCAD SHX TextO

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextO

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextWV

AutoCAD SHX TextO

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextO

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextWV

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextD

AutoCAD SHX TextY

AutoCAD SHX TextH

AutoCAD SHX TextWV

AutoCAD SHX TextWV

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextW






AutoCAD SHX Text0

AutoCAD SHX Text30

AutoCAD SHX Text60

AutoCAD SHX Text30

AutoCAD SHX Text15

AutoCAD SHX Text CONTRACTOR TO STUB-OUT STORM PIPE WITHIN 8 FEET OF S3. PROVIDE DAYLIGHT TO DITCH AS NEEDED.

AutoCAD SHX TextSUBSURFACE DRAINAGE SYSTEM

AutoCAD SHX TextREQ'D CONNECT SUBSURFACE DRAINAGE SYSTEM TO INLET




19. 237

SHEET TITLE :

MCKEE JOB # :

DRAWN BY :

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SHEET NO. :

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a n d I N

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63

1 S

OU

TH

H

UL

L S

TR

EE

T M

ON

TG

OM

ER

Y , A

LA

BA

MA

3

61

04

(3

34

) 8

34

-9

93

3

REVISED DATE:

REVISED DATE:

REVISED DATE:

A N

ew

A

th

le

tic C

om

ple

x

fo

r th

e

City o

f W

etu

mp

ka

We

tu

mp

ka

, A

la

ba

ma

36

17

O

AK

TR

EE

D

RIV

E S

EM

ME

S, A

LA

BA

MA

3

65

75

H

C

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A

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S

I

S

G

T

A

FA

L

B

A

M

T

A

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C

T

I

DA

No

. 1

08

2

WA

LT

ER

T

. M

cK

EE

, JR

.

MO

NT

GO

ME

RY

, A

LA

.

NM

12.23.19

01.08.20


SURVEYING INC.

DRAWN BY


334-283-6711


POINT FILEDWG NAME

1960219602SITE19602NM


COORDINATES,




DRAINAGE PLAN

C 4.2

PROJECT LIMITS PROJECT LIMITS

AutoCAD SHX TextWV

AutoCAD SHX TextO

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS









AutoCAD SHX Text0

AutoCAD SHX Text30

AutoCAD SHX Text60

AutoCAD SHX Text30

AutoCAD SHX Text15

AutoCAD SHX Text CONTRACTOR TO STUB-OUT STORM PIPE WITHIN 8 FEET OF S3. PROVIDE DAYLIGHT TO DITCH AS NEEDED.

ALAB

AMA

HIG

HW

AY #

111 (

80' R

OW)


19. 237

SHEET TITLE :

MCKEE JOB # :

DRAWN BY :

DATE:

SHEET NO. :

M c K

E

E

a n d A

S

S

O

C

I A

T

E

S

A R

C

H

I T

E

C

T

U

R

E

a n d I N

T

E

R

I O

R

D

E

S

I G

N

63

1 S

OU

TH

H

UL

L S

TR

EE

T M

ON

TG

OM

ER

Y , A

LA

BA

MA

3

61

04

(3

34

) 8

34

-9

93

3

REVISED DATE:

REVISED DATE:

REVISED DATE:

A N

ew

A

th

le

tic C

om

ple

x

fo

r th

e

City o

f W

etu

mp

ka

We

tu

mp

ka

, A

la

ba

ma

36

17

O

AK

TR

EE

D

RIV

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EM

ME

S, A

LA

BA

MA

3

65

75

H

C

R

E

R

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T

A

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T

O

E

R

S

I

S

G

T

A

FA

L

B

A

M

T

A

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C

T

I

DA

No

. 1

08

2

WA

LT

ER

T

. M

cK

EE

, JR

.

MO

NT

GO

ME

RY

, A

LA

.

NM

12.23.19

01.08.20


SURVEYING INC.

DRAWN BY


334-283-6711


POINT FILEDWG NAME

1960219602SITE19602NM


COORDINATES,




DRAINAGE PLAN

C 4.3

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextD

AutoCAD SHX TextY

AutoCAD SHX TextH






AutoCAD SHX Text0

AutoCAD SHX Text30

AutoCAD SHX Text60

AutoCAD SHX Text30

AutoCAD SHX Text15

IND

IAN

S

WE

TU

MP

KA

50

40

30

20

10

40

30

20

10

50

40

30

20

10

40

30

20

10


SURVEYING INC.

DRAWN BY


334-283-6711


POINT FILEDWG NAME

1960219602SITE19602NM


COORDINATES,




19. 237

SHEET TITLE :

MCKEE JOB # :

DRAWN BY :

DATE:

SHEET NO. :

M c K

E

E

a n d A

S

S

O

C

I A

T

E

S

A R

C

H

I T

E

C

T

U

R

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a n d I N

T

E

R

I O

R

D

E

S

I G

N

63

1 S

OU

TH

H

UL

L S

TR

EE

T M

ON

TG

OM

ER

Y , A

LA

BA

MA

3

61

04

(3

34

) 8

34

-9

93

3

REVISED DATE:

REVISED DATE:

REVISED DATE:

A N

ew

A

th

le

tic C

om

ple

x

fo

r th

e

City o

f W

etu

mp

ka

We

tu

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, A

la

ba

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36

17

O

AK

TR

EE

D

RIV

E S

EM

ME

S, A

LA

BA

MA

3

65

75

H

C

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E

T

A

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R

S

I

S

G

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A

FA

L

B

A

M

T

A

E

C

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I

DA

No

. 1

08

2

WA

LT

ER

T

. M

cK

EE

, JR

.

MO

NT

GO

ME

RY

, A

LA

.

NM

12.23.19

01.08.20

UTILITY PLAN

C 5.1

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextWV

AutoCAD SHX TextO

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextO

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextWV

AutoCAD SHX TextO

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextO

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextWV

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextD

AutoCAD SHX TextY

AutoCAD SHX TextH

AutoCAD SHX TextWV

AutoCAD SHX TextWV

AutoCAD SHX TextS

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextS

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextW

AutoCAD SHX TextPB2






AutoCAD SHX Text0

AutoCAD SHX Text30

AutoCAD SHX Text60

AutoCAD SHX Text30

AutoCAD SHX Text15

AutoCAD SHX TextREQ'D 2-1/2" PVC WATER SERVICE LINE

AutoCAD SHX TextREQ'D 3" PVC WATER SERVICE LINE

AutoCAD SHX TextREQ'D 2" PVC WATER SERVICE LINE CONNECT TO BLDG. STUB-OUT

AutoCAD SHX TextREQ'D CONNECT TO BLDG. STUB-OUT

AutoCAD SHX TextREQ'D CONNECT TO BLDG STUB-OUT ELEV = 169.3'



AutoCAD SHX TextREQ'D 1-1/2" PVC WATER SERVICE LINE CONNECT TO BLDG. STUB-OUT


AutoCAD SHX TextREQ'D 2-1/2" PVC WATER SERVICE LINE CONNECT TO BLDG. STUB-OUT


AutoCAD SHX TextREQ'D TAP EX. WATER LINE FOR SERVICES

AutoCAD SHX TextREQ'D CLEAN-OUT (TYP)

AutoCAD SHX TextREQ'D SEWER SERVICE LINE MIN GRADE 2%

AutoCAD SHX TextREQ'D CONNECT SEWER SERVICE TO STUB-OUT (ELEV = 171.5'

AutoCAD SHX TextREQ'D CORE DRILL AND CONNECT SEWER SERVICE LINE TO EX. SEWER MANHOLE ELEV = 162.5' +/-

AutoCAD SHX TextREQ'D CORE DRILL AND CONNECT TO EX. SEWER MANHOLE ELEV = 165.3

AutoCAD SHX TextREQ'D CLEAN-OUT (TYPICAL)

AutoCAD SHX TextREQ'D CONNECT TO BLDG STUB-OUT ELEV = 168.6'

AutoCAD SHX TextREQ'D RE-ROUTE EX. SANITARY SEWER MAIN

AutoCAD SHX TextREQ'D STUB-OUT 3" PVC WATER MAIN FOR FUTURE.

AutoCAD SHX TextEX. SANITARY SEWER TO BE RE-LOCATED

AutoCAD SHX TextEX. CLEAN-OUTS

AutoCAD SHX TextNOTE : GAS SERVICE TO BUILDINGS WILL BE INSTALLED BY GAS PROVIDER. CONTRACTOR TO CO0RDINATE.


SURVEYING INC.

DRAWN BY


334-283-6711


POINT FILEDWG NAME

1960219602SITE19602NM

19. 237

SHEET TITLE :

MCKEE JOB # :

DRAWN BY :

DATE:

SHEET NO. :

M c K

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a n d A

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S

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H

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63

1 S

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H

UL

L S

TR

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T M

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TG

OM

ER

Y , A

LA

BA

MA

3

61

04

(3

34

) 8

34

-9

93

3

REVISED DATE:

REVISED DATE:

REVISED DATE:

A N

ew

A

th

le

tic C

om

ple

x

fo

r th

e

City o

f W

etu

mp

ka

We

tu

mp

ka

, A

la

ba

ma

36

17

O

AK

TR

EE

D

RIV

E S

EM

ME

S, A

LA

BA

MA

3

65

75

H

C

R

E

R

E

T

A

E

T

O

E

R

S

I

S

G

T

A

FA

L

B

A

M

T

A

E

C

T

I

DA

No

. 1

08

2

WA

LT

ER

T

. M

cK

EE

, JR

.

MO

NT

GO

ME

RY

, A

LA

.

NM

12.23.19

01.08.20

UTILITY PLAN

C 6.1



SURVEYING INC.

DRAWN BY


334-283-6711


POINT FILEDWG NAME

1960219602SITE19602NM

19. 237

SHEET TITLE :

MCKEE JOB # :

DRAWN BY :

DATE:

SHEET NO. :

M c K

E

E

a n d A

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S

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MISCELLANEOUS DETAILS

C 7.1

SECTION

EXPANSION JOINT IN SIDEWALK DETAIL

CONTRACTION JOINT IN SIDEWALK DETAIL

TYPICAL SIDEWALK DETAILS

HANDICAP RAMP (TYPE B)

TURN-DOWN SIDEWALK DETAIL

Meduim Duty PavementASPHALT PAVEMENT

TYPICAL GRASSED DRAINAGE SWALE

Clean-Out Detail

PRECAST CONCRETE MANHOLE

Detail ofStandard Open Throat Inlet

Beveled End Pipe

Class IConcrete

Longitudinal SectionNot to Scale

6"x6" W.W.M. (2" CLR.)

Not to Scale

End Elevation

Not to Scale

Concrete Slope Paved Headwall

6"x6" W.W.M. (2" CLR.)

FIRE HYDRANT ASSEMBLY

Concrete Pavement Build-upfor Non-Vehicular Areas

Detail Standard Flat Grate Inlet

PVC French Drain

STANDARD CURB & GUTTER SECTION

Light Duty PavementASPHALT PAVEMENT


AutoCAD SHX TextMEDIUM BROOM FINISH

AutoCAD SHX TextSILICONE JOINT SEALANT

AutoCAD SHX Text1/2" WIDE PREMOLDED EXPANSION JOINT MATERIAL

AutoCAD SHX TextBACKER ROD, SIZED TO PERMIT FULL & SUFFICIENT DEPTH OF SEALANT

AutoCAD SHX Text1" DEEP TOOLED JOINT


AutoCAD SHX Text4" CONCRETE SIDEWALK

AutoCAD SHX Text6'


AutoCAD SHX TextSLOPE 2% MAX.

AutoCAD SHX TextCOMPACTED SUBGRADE

AutoCAD SHX TextBASE COURSE

AutoCAD SHX TextCOMPACTED SUBGRADE

AutoCAD SHX TextNOT TO SCALE

AutoCAD SHX TextMax. Slope 1 in 20

AutoCAD SHX Text40" Min.

AutoCAD SHX Text1 in 10

AutoCAD SHX TextSlope

AutoCAD SHX TextSlope 1 in 12

AutoCAD SHX TextN.T.S.

AutoCAD SHX Text4"

AutoCAD SHX Text12"

AutoCAD SHX Text6"

AutoCAD SHX Text10"

AutoCAD SHX Text6"

AutoCAD SHX TextAsphalt Pavement

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text3

AutoCAD SHX Text(N.T.S.)

AutoCAD SHX Text4

AutoCAD SHX Text5

AutoCAD SHX Text6

AutoCAD SHX Text3. 2.5" ALDOT SECTION 424-B 635 BINDER LAYER

AutoCAD SHX Text5. 6" ALDOT SECTION 825 CRUSHED AGGREGATE BASE COURSE (100% MD).

AutoCAD SHX Text6. ALDOT SECTION 230 MODIFIED ROADBED (100% SD)

AutoCAD SHX Text1. 1-1/2" ALDOT SECTION 424-A340 BITUMINOUS WEARING SURFACE LAYER

AutoCAD SHX Text2. ALDOT SECTION 405 TACK COAT

AutoCAD SHX Text4. ALDOT SECTION 401-A PRIME COAT

AutoCAD SHX TextGROUND LINE

AutoCAD SHX TextVARIES

AutoCAD SHX Text5:1 SLOPE

AutoCAD SHX TextSLOPES TO BE SEEDED, COVERED WITH

AutoCAD SHX TextEROSION CONTROL CLOTH AND MULCHED.

AutoCAD SHX TextVARIES

AutoCAD SHX TextNOTE : SEE RECOMMENDATIONS IN GEOTECHNICAL REPORT BY CARMICHAEL ENGINIEERING

AutoCAD SHX Text6" Bend

AutoCAD SHX TextField Fabricate

AutoCAD SHX TextSocket Adapter

AutoCAD SHX TextHDPE Plug &

AutoCAD SHX TextGravel Bedding

AutoCAD SHX TextExisting Earth

AutoCAD SHX TextClean-Out Cap

AutoCAD SHX TextCollar Continuous Around


AutoCAD SHX TextReq'd. 12" Wide Concrete

AutoCAD SHX TextValve Box & Lid

AutoCAD SHX TextECCENTRIC CONE

AutoCAD SHX TextSECTION

AutoCAD SHX Text8"

AutoCAD SHX Text8"

AutoCAD SHX Text24"

AutoCAD SHX TextMANHOLE STEPS

AutoCAD SHX TextPRECAST

AutoCAD SHX TextMANHOLE SECTION

AutoCAD SHX TextFLEXIBLE PIPE-TO

AutoCAD SHX TextPIPE AS INDICATED

AutoCAD SHX TextON THE DRAWINGS

AutoCAD SHX Text16"

AutoCAD SHX Text8"

AutoCAD SHX Text8"

AutoCAD SHX TextINTERNAL &

AutoCAD SHX TextEXTERNAL

AutoCAD SHX TextCOATINGS AS

AutoCAD SHX TextSPECIFIED

AutoCAD SHX Text8"

AutoCAD SHX Text0007D.DGN

AutoCAD SHX TextPRECAST CONCRETE

AutoCAD SHX TextGRADE RINGS

AutoCAD SHX TextVARIES AS REQUIRED

AutoCAD SHX Text30" MAXIMUM

AutoCAD SHX TextCONCRETE GROUT

AutoCAD SHX TextTYP. PIPE JOINT FOR

AutoCAD SHX TextALL "IN" AND "OUT"

AutoCAD SHX TextPIPES. 6'0"" MAX.

AutoCAD SHX TextDISTANCE FROM OUTSIDE

AutoCAD SHX TextOF WALL

AutoCAD SHX Text8" MIN. CONCRETE

AutoCAD SHX Text206

AutoCAD SHX TextMANHOLE COVER & RING

AutoCAD SHX TextSEE DETAILS OF

AutoCAD SHX Text5"

AutoCAD SHX Text"O" RING JOINT OR BITUMINOUS

AutoCAD SHX Text MATERIAL AND MORTAR

AutoCAD SHX TextJOINT WITH NON-SHRINK GROUT.

AutoCAD SHX TextGROUT WITH BRICK

AutoCAD SHX TextDIAMETER

AutoCAD SHX Text(SEE TABLE)

AutoCAD SHX TextMIN.

AutoCAD SHX Text6"

AutoCAD SHX TextUNDISTURBED SOIL OR

AutoCAD SHX TextFOUNDATION STABILIZATION

AutoCAD SHX TextTABLE

AutoCAD SHX TextDIAMETER

AutoCAD SHX TextPIPE SIZE

AutoCAD SHX Text48"

AutoCAD SHX Text60"

AutoCAD SHX Text72"

AutoCAD SHX Text_ 18"

AutoCAD SHX Text20" TO 42"

AutoCAD SHX Text48" TO 54"

AutoCAD SHX Textv

AutoCAD SHX Text8"

AutoCAD SHX Text8"

AutoCAD SHX TextSUPPORT MANHOLE

AutoCAD SHX TextON CONCRETE BLOCKS

AutoCAD SHX TextSLOPE 1" PER 1'-0"

AutoCAD SHX TextMANHOLE CONNECTOR

AutoCAD SHX TextPRECAST CONCRETE GRADE

AutoCAD SHX TextRINGS OR BRICK

AutoCAD SHX TextBITUMINOUS MATERIAL

AutoCAD SHX TextBETWEEN GRADE RINGS

AutoCAD SHX TextAND CASTING

AutoCAD SHX TextCONCRETE OR

AutoCAD SHX Text(TYP.)

AutoCAD SHX TextSEE ARCH FOR WARNING PAVER DETAILS

AutoCAD SHX Text1 in 10

AutoCAD SHX TextSlope

AutoCAD SHX Text8"

AutoCAD SHX Text8"

AutoCAD SHX TextOf Swale

AutoCAD SHX TextFlow Line

AutoCAD SHX TextMIN.

AutoCAD SHX Text8"

AutoCAD SHX TextVaries

AutoCAD SHX TextOpening

AutoCAD SHX TextPipe + 12"

AutoCAD SHX Text8"

AutoCAD SHX TextStandard Manhole

AutoCAD SHX TextSwale

AutoCAD SHX TextDrainage

AutoCAD SHX Textor 6" Conc.

AutoCAD SHX Text12" O.C.

AutoCAD SHX TextPoured in Place

AutoCAD SHX Textwith #5 Bars @

AutoCAD SHX TextRing and Cover

AutoCAD SHX TextO.C. Each Way

AutoCAD SHX Text#5 Bars @ 12"

AutoCAD SHX Text8" Mansory Walls

AutoCAD SHX Text8"

AutoCAD SHX Text4 #5 Bars Around

AutoCAD SHX TextManhole Ring

AutoCAD SHX TextOutside Span of

AutoCAD SHX TextEffeluent Pipe

AutoCAD SHX Text6"

AutoCAD SHX TextRing and Cover

AutoCAD SHX TextStandard Manhole

AutoCAD SHX TextOutside Span of Effluent

AutoCAD SHX TextWeep

AutoCAD SHX TextHole

AutoCAD SHX Text8"

AutoCAD SHX TextGrout

AutoCAD SHX TextPIPE



AutoCAD SHX TextWidth Varies

AutoCAD SHX TextOpening

AutoCAD SHX Text%%UPlan

AutoCAD SHX Text6"

AutoCAD SHX Text8"



AutoCAD SHX Text8" Thick Walls Typical

AutoCAD SHX Text%%UTypical Section

AutoCAD SHX TextManhole Steps Required at 18" O.C. If This

AutoCAD SHX TextDimension Exceeds 3'-0"


AutoCAD SHX Text4"

AutoCAD SHX Text4" Max

AutoCAD SHX Text4" Max

AutoCAD SHX Text1'-6" Min.

AutoCAD SHX Text8"

AutoCAD SHX TextFlow Line

AutoCAD SHX TextRise or

AutoCAD SHX TextDiameter

AutoCAD SHX Text3'-0" For 3:1 Slope

AutoCAD SHX Text2'-0" For 2:1 Slope

AutoCAD SHX TextPipe Dia.

AutoCAD SHX TextRELOCATE)

AutoCAD SHX TextNOTE:

AutoCAD SHX TextWATERPROOF SCHOOL BUS YELLOW.

AutoCAD SHX TextRED PRIMER AND ONE FINAL COAT OF

AutoCAD SHX TextHYDRANT TO HAVE TWO (2) COATS

AutoCAD SHX TextGATE VALVE

AutoCAD SHX TextLUGS

AutoCAD SHX TextSTRAPPING

AutoCAD SHX TextSTRAPPING ROD

AutoCAD SHX TextCONTINUOUS THREADED

AutoCAD SHX TextWATER

AutoCAD SHX Text6" THK.

AutoCAD SHX Text30" (MIN.)

AutoCAD SHX TextFIRE HYDRANT (EXISTING,

AutoCAD SHX TextIN CONCRETE PAD

AutoCAD SHX TextVALVE BOX AND COVER,

AutoCAD SHX TextADJUSTABLE EXTENSION

AutoCAD SHX TextTO DETAIL THIS SHEET

AutoCAD SHX TextTHRUST BLOCK, REFER

AutoCAD SHX Text6" DIA.

AutoCAD SHX TextFINISHED GRADE

AutoCAD SHX Text24" SQ.


AutoCAD SHX Text6" DIA.

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text4" ALDOT Section 825 Type B Crushed Aggregate Base Course

AutoCAD SHX Text2.

AutoCAD SHX TextSlope as Shown on Grading Plan

AutoCAD SHX Text4" ALDOT Section 230 Portland Cement

AutoCAD SHX Text1.

AutoCAD SHX Text3

AutoCAD SHX TextSubgrade

AutoCAD SHX Text3.

AutoCAD SHX TextThe Joint Shall

AutoCAD SHX TextBe Sawed

AutoCAD SHX TextBit. Concrete Wearing Surface,

AutoCAD SHX TextW + 2'

AutoCAD SHX TextWidth of Trench

AutoCAD SHX Text12"

AutoCAD SHX Text*

AutoCAD SHX Text( W )

AutoCAD SHX TextFLEXIBLE PAVEMENT PATCH


AutoCAD SHX Text*

AutoCAD SHX TextCrushed Aggregate Base Course,

AutoCAD SHX Text( Compact in 6" Layers with

AutoCAD SHX TextMechanical Compactor. )

AutoCAD SHX TextBit. Concrete Wearing Surface-The

AutoCAD SHX TextDepth Shall Match the Depth of

AutoCAD SHX TextExisting Pavement, But Not Less

AutoCAD SHX TextThan 3". Mix Shall Be Placed and

AutoCAD SHX Text8"

AutoCAD SHX Text6"

AutoCAD SHX Text6"

AutoCAD SHX Text8"

AutoCAD SHX TextOutside Span of

AutoCAD SHX TextEffeluent Pipe

AutoCAD SHX TextWater Flow

AutoCAD SHX Textof Surface

AutoCAD SHX TextDirection

AutoCAD SHX TextWeep Hole

AutoCAD SHX Text8" Thick Walls Typical

AutoCAD SHX Text8"

AutoCAD SHX TextSpecified Frame

AutoCAD SHX Text8" Mansory Walls

AutoCAD SHX TextPoured in Place

AutoCAD SHX Textwith #5 Bars @



AutoCAD SHX Text& Grate

AutoCAD SHX Textor 6" Conc.

AutoCAD SHX Text12" O.C. if Masonry

AutoCAD SHX TextPipe + 12"

AutoCAD SHX TextInvert

AutoCAD SHX TextGrout

AutoCAD SHX TextOutside Span of Effluent

AutoCAD SHX TextFIN. GRADE

AutoCAD SHX TextOn Center


AutoCAD SHX Text8"

AutoCAD SHX TextVaries

AutoCAD SHX Text8"

AutoCAD SHX TextWeep

AutoCAD SHX TextHole

AutoCAD SHX TextDimension Exceeds 3'-0"

AutoCAD SHX TextManhole Steps Required at 18" O.C. If This


AutoCAD SHX TextTypical Section

AutoCAD SHX TextPlan

AutoCAD SHX Text8"

AutoCAD SHX TextGrout Inside and Outside

AutoCAD SHX TextFrame & Grate Assembly (or Equivalent)

AutoCAD SHX TextGrates & Frames shall be Heavy Duty East Jordan Iron Works V-4882-3

AutoCAD SHX TextNOTE: Precast Box maybe substituted

AutoCAD SHX Textfor Poured in-place Box.


AutoCAD SHX TextNot to Scale

AutoCAD SHX TextFill

AutoCAD SHX Text6" Porous

AutoCAD SHX Text6"

AutoCAD SHX Text6"

AutoCAD SHX TextApproved Equal

AutoCAD SHX TextAMOCO 4703 or

AutoCAD SHX TextFilter Fabric-

AutoCAD SHX TextSDR35 or Approved Equal

AutoCAD SHX TextPerforated, PVC Pipe.

AutoCAD SHX Text4" Diameter, Smooth Wall

AutoCAD SHX TextPea Gravel

AutoCAD SHX TextCoarse sand or

AutoCAD SHX TextAllow

AutoCAD SHX TextOutlet Elevation will

AutoCAD SHX Text18" so Long as Positive

AutoCAD SHX TextDepth will Vary Min. of

AutoCAD SHX Textof Surface Swale

AutoCAD SHX Textin Fill Area or Top

AutoCAD SHX TextTop of Existing Ground

AutoCAD SHX TextPAVEMENT

AutoCAD SHX Text1/2"R

AutoCAD SHX TextPLACE 1/2" PRE-MOLDED EXPANSION JOINT HERE WHERE SIDEWALK OCCURS, SEE DETAIL NO. 1 ON SH. CS-511

AutoCAD SHX TextSLOPE ACCORDING TO GRADING PLAN WHERE GRADE SLOPES AWAY FROM CURB

AutoCAD SHX TextNO. 5 DEFORMED TIE BAR. SEE NOTE NO. 4

AutoCAD SHX TextCURB & GUTTER NOTES: : 1. WHERE CURB & GUTTER ABUTS ASPHALT PAVEMENT, POUR CURB & GUTTER IN MAXIMUM SECTIONS OF 10 FEET. WHERE CURB & GUTTER ABUTS ASPHALT PAVEMENT, POUR CURB & GUTTER IN MAXIMUM SECTIONS OF 10 FEET. 2. WHERE CURB & GUTTER ABUTS CONCRETE PAVEMENT, POUR CURB & GUTTER IN SECTIONS TO MATCH JOINT SPACING WHERE CURB & GUTTER ABUTS CONCRETE PAVEMENT, POUR CURB & GUTTER IN SECTIONS TO MATCH JOINT SPACING OF ABUTTING PAVEMENT. 3. PROVIDE 3/4" PRE-MOLDED EXPANSION JOINTS AT ALL POINTS WHERE BACK OF CURB ABUTS CONCRETE WALKS OR PROVIDE 3/4" PRE-MOLDED EXPANSION JOINTS AT ALL POINTS WHERE BACK OF CURB ABUTS CONCRETE WALKS OR STRUCTURES. PROVIDE TRANSVERSE EXPANSION JOINTS AT A MAX. DISTANCE OF 40 FEET ON CENTER ON TANGENTS. 4. WHERE CURB & GUTTER ABUTS CONCRETE PAVEMENT, PROVIDE CONSTRUCTION JOINT WITH NO. 5, 30-INCH LONG WHERE CURB & GUTTER ABUTS CONCRETE PAVEMENT, PROVIDE CONSTRUCTION JOINT WITH NO. 5, 30-INCH LONG DEFORMED STEEL TIE BARS @ 30" O.C. CENTERED. SEAL JOINT AS INDICATED FOR TYPE C EXPANSION JOINTS IN RIGID PAVEMENT JOINT SEALANT DETAILS ON THIS SHEET.

AutoCAD SHX Text2"R

AutoCAD SHX TextNOT TO SCALE

AutoCAD SHX Text1

AutoCAD SHX Text2

AutoCAD SHX Text3


AutoCAD SHX Text4

AutoCAD SHX Text5

AutoCAD SHX Text6

AutoCAD SHX Text3. 2.0" ALDOT SECTION 424-B 635 BINDER LAYER

AutoCAD SHX Text5. 6" ALDOT SECTION 825 CRUSHED AGGREGATE BASE COURSE (100% MD).

AutoCAD SHX Text6. ALDOT SECTION 230 MODIFIED ROADBED (100% SD)

AutoCAD SHX Text1. 1-1/2" ALDOT SECTION 424-A340 BITUMINOUS WEARING SURFACE LAYER

AutoCAD SHX Text2. ALDOT SECTION 405 TACK COAT

AutoCAD SHX Text4. ALDOT SECTION 401-A PRIME COAT



SURVEYING INC.

DRAWN BY


334-283-6711


POINT FILEDWG NAME

1960219602SITE19602NM

19. 237

SHEET TITLE :

MCKEE JOB # :

DRAWN BY :

DATE:

SHEET NO. :

M c K

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(3

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93

3

REVISED DATE:

REVISED DATE:

REVISED DATE:

A N

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A

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City o

f W

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12.23.19

01.08.20

GENERAL NOTES

C 7.2


AutoCAD SHX TextGENERAL NOTES 1. THE FIRST ITEM OF WORK PERFORMED BY THE CONTRACTOR WILL BE THE INSTALLATION OF EROSION CONTROL DEVICES. AS WORK PROCEEDS ADDITIONAL EROSION CONTROL MEASURES AND MAINTENANCE SHALL PROVIDED BY THE CONTRACTOR. THE OWNER IS RESPONSIBLE FOR ESTABLISHING A BEST MANAGEMENT PRACTICES PLAN & OBTAINING A STORMWATER NPDES DISCHARGE PERMIT FROM THE ALABAMA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT. 2. UNLESS INDICATED OTHERWISE, ALL WORK ON THIS PROJECT WILL COMPLY WITH THE ALABAMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS (ALDOT), 2012 EDITION, WITH THE EXCEPTION THAT ALL REFERENCES TO METHOD OF MEASUREMENT AND BASIS OF PAYMENT IN THE ALDOT STANDARD SPECIFICATIONS SHALL NOT APPLY TO THIS PROJECT. ALL RULES, REGULATIONS AND PERMIT REQUIREMENTS OF THE STATE OF ALABAMA, ELMORE COUNTY, AND THE CITY OF WETUMPKA 3. ALL EARTHWORK / MATERIALS SHALL BE FURNISHED/COMPLETED IN ACCORDANCE WITH THE GEOTECHNICAL REPORT BY CARMICHAEL ENGINEERING. IF A CONFICT EXISTS BETWEEN THE PLANS/SPEC.S, AND THE GEOTECHNICAL REPORT, THE HIGHER STANDARD SHALL CONTROL. 4. SUBGRADE COMPACTION SHALL CONFORM TO CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS (SECTION 230). THE UPPER SIX (6) INCHES AND FULL WIDTH SHALL BE SCARIFIED AND COMPACTED TO NOT LESS THAN 100% OF STANDARD PROCTOR (AASHTO T-99) AT 2% OPTIMUM MOISTURE. TESTING/PROOF ROLLING WILL BE DETERMINED AND SCHEDULED BY THE OWNER'S REPRESENTATIVE. 5. BASE COURSE COMPACTION SHALL CONFORM TO CURRENT ALABAMA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS (SECTION 306). TESTING WILL BE DETERMINED AND SCHEDULED BY THE OWNER'S REPRESENTATIVE. 6. BASE COURSE SHALL NOT BE PLACED ON SUBGRADE UNTIL THE OWNER'S REPRESENTATIVE HAS BEEN FURNISHED THE COMPACTION REPORTS ON SUBGRADE AND INSPECTION HAS BEEN MADE OF THE SUBGRADE. 7. PRIME AND PAVEMENT SHALL NOT BE PLACED ON BASE COURSE UNTIL COMPACTION TEST AND SOIL TESTS ON COMPLETED BASE COURSE HAVE BEEN MADE AND REPORTS FURNISHED TO THE OWNER'S REPRESENTATIVE AND THE OWNER'S REPRESENTATIVE HAS INSPECTED THE COMPLETE BASE COURSE. 8. ALL DISTURBED AREAS SHALL BE DRESSED, TOPSOILED AND SODDED OR SEEDED. SOD SPECIES PER OWNER. THE CONTRACTOR IS RESPONSIBLE FOR CARE OF NEWLY ESTABLISHED GRASS UNTIL ACCEPTANCE BY THE OWNER. 9. ALL STREET SIGNS SHALL BE CONSTRUCTED AND POSITIONED ACCORDING TO THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE ALABAMA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION. 10. ALL MATERIAL DESIGNATED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR SUBGRADE / BACKFILL OR EXCESS / WASTE MATERIAL SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR AT HIS EXPENSE. THE CONTRACTOR SHALL PROVIDE A UNIT COST FOR UNDERCUT, BORROW AND BACKFILL WITH BID SUBMITTALS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, ERECTING, LIGHTING AND MAINTAINING ALL CONSTRUCTION SIGNS (WARNING, REGULATORY AND GUIDE) BARRICADES AND OTHER TRAFFIC CONTROL DEVICES TO COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) DURING CONSTRUCTION. THE CONTRACTOR HAS THE RESPONSIBILITY TO CONTINUOUSLY REVIEW AND MAINTAIN TRAFFIC HANDLING MEASURES FOR THE SAFETY OF THE PUBLIC AND HIS WORKMEN. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE EMPLOYEE SAFETY AND HEALTH REGULATIONS AS SET FORTH BY THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 12. PRIOR TO BEGINNING CONSTRUCTION, IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE ALL UTILITY LINES LOCATED. THE UTMOST CARE SHALL BE TAKEN TO PREVENT DAMAGE TO THE EXISTING UTILITY SERVICES. ALL DAMAGE TO EXISTING UTILITY WILL BE REPLACED IN KIND AT THE CONTRACTORS EXPENSE. (ALABAMA LINES LOCATION CENTER PH # 1-800-292-8525). 13. ALL WATER DISTRIBUTION MATERIALS, INSTALLATION, AND TESTING SHALL MEET AWWA STANDARDS AND THE LATEST SPECIFICATIONS AND STANDARDS OF THE WETUMPKA WATER & SEWER BOARD. 14. ALL SANITARY SEWER MATERIALS, INSTALLATION, AND TESTING SHALL MEET THE LATEST SPECIFICATIONS AND STANDARDS OF THE WETUMPKA WATER & SEWER BOARD. 15. ALL CLEARING DEBRIS AND DEMOLITION DEBRIS WILL BE DISPOSED OF IN LAWFUL AND APPROVED MANNER. 16. ALL PERMANENT STRIPING SHOWN SHALL BE ALDOT SECTION 701 CLASS I PAINT. ALL STOP BARS SHALL HAVE CLASS 1 PAINT WITH REFLECTIVE BEADS. 17. IN THE EVENT ANY LANE CLOSURE IS NEEDED ON THE EXISTING STREETS, THE CONTRACTOR SHALL AN PROVIDE DETOUR AND TEMPORARY TRAFFIC CONTROL PLAN ACCORDING TO THE MUTCD. THIS PLAN SHALL BE SUBMITTED TO ALDOT AND OR LEE COUNTY HIGHWAY DEPARTMENT.. 18. ALL SITE CONCRETE SHALL COMPLY WITH ALDOT SECTION 501, CLASS A, C, OR D. IF SLIP FORMING IS USED, IT IS THE CONTRACTOR'S RESPONSIBILITY TO SUBMIT A CONCRETE MIXTURE DESIGN THAT WILL ACHIEVE A MINIMUM OF 3000 psi COMPRESSIVE STRENGTH AT 28 DAYS, WHILE HAVING THE REQUIRED SUMP FOR MACHINE PAVEMENT. 19. HANDICAP ACCESSIBLE RAMPS SHALL BE PROVIDED AT LOCATIONS SHOWN.. ALL ACCESSIBLE SIDEWALKS, RAMPS, AND PARKING STALLS & SIGNAGE SHALL MEET THE CURRENT ADA REQUIREMENTS. 20. THE CONTRACTOR SHALL NOTIFY THE UTILITY SERVICE PROVIDERS AND CITY PERSONNEL PRIOR TO ANY SERVICE INTERRUPTIONS. 21. PRIOR TO PROJECT CLOSE-OUT, THE CONTRACTOR SHALL PROVIDE CAD AND PAPER UTILITY AS-BUILTS TO THE ENGINEER, ARCHITECT, AND CITY MAINTENANCE PERSONNEL 22. IN ALL CASES, STORMWATER SHALL BE DIRECTED AWAY FROM THE BUILDING TO THE NEAREST SWALE OR DRAINAGE STRUCTURE. POSITIVE SURFACE DRAINAGE SHALL BE MAINTAINED AWAY FROM THE BUILDINGS IN ALL CASES. 23. THE CONTRACTOR IS TO COORDINATE PLACEMENT OF ANY UTILITY CONDUITS PRIOR TO SUBGRADE INSPECTIONS. 24. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND ASPHALT OVERLAY OF ANY PAVEMENT AREAS DAMAGED DURING CONSTRUCTION.

ALABAMA HIGHWAY #14

(250' ROW)

N. B

RID

GE

ST

.(R

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VA

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SURVEYING INC.

DRAWN BY


334-283-6711


POINT FILEDWG NAME

1960219602SITE19602NM

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SHEET TITLE :

MCKEE JOB # :

DRAWN BY :

DATE:

SHEET NO. :

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93

3

REVISED DATE:

REVISED DATE:

REVISED DATE:

A N

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A

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